














                                  SURVEY CONTROL DATA
                                
                             STATE=DE
                             [MAY 16, 2026 00:37:0]
                    PROGRAM = datasheet95, VERSION = 8.12.5.20
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2507 ***********************************************************************
 JU2507  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2507  DESIGNATION -  0658 B
 JU2507  PID         -  JU2507
 JU2507  STATE/COUNTY-  DE/NEW CASTLE
 JU2507  COUNTRY     -  US
 JU2507  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2507
 JU2507                         *CURRENT SURVEY CONTROL
 JU2507  ______________________________________________________________________
 JU2507* NAD 83(1991) POSITION- 39 43 26.17833(N) 075 33 34.82675(W)   ADJUSTED
 JU2507* NAVD 88 ORTHO HEIGHT -     2.8   (meters)        9.    (feet) VERTCON3
 JU2507  ______________________________________________________________________
 JU2507  GEOID HEIGHT    -        -32.963 (meters)                     GEOID18
 JU2507  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 JU2507  HORZ ORDER      -  THIRD
 JU2507
 JU2507.The horizontal coordinates were established by classical geodetic methods
 JU2507.and adjusted by the National Geodetic Survey in January 1992.
 JU2507
 JU2507.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2507
 JU2507.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2507.GEOID18 height accuracy estimate available here.
 JU2507
 JU2507.This Tidal Bench Mark is designated as VM 2962
 JU2507.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2507
 JU2507.Click photographs - Photos may exist for this station.
 JU2507
 JU2507.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2507
 JU2507. The following values were computed from the NAD 83(1991) position.
 JU2507
 JU2507;                    North         East     Units Scale Factor Converg.
 JU2507;SPC DE       -   191,388.170   187,739.068   MT  0.99999685   -0 05 29.0
 JU2507;SPC DE       -   627,912.69    615,940.59   sFT  0.99999685   -0 05 29.0
 JU2507;SPC NJ       -    99,402.729    59,155.120   MT  1.00000157   -0 40 38.2
 JU2507;SPC NJ       -   326,123.79    194,078.09   sFT  1.00000157   -0 40 38.2
 JU2507;UTM  18      - 4,397,267.536   452,034.419   MT  0.99962832   -0 21 27.7
 JU2507
 JU2507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2507!SPC DE       -   1.00000473  x   0.99999685  =   1.00000158
 JU2507!SPC NJ       -   1.00000473  x   1.00000157  =   1.00000630
 JU2507!UTM  18      -   1.00000473  x   0.99962832  =   0.99963305
 JU2507
 JU2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5203497267(NAD 83)
 JU2507
 JU2507                          SUPERSEDED SURVEY CONTROL
 JU2507
 JU2507  NAD 83(1986)-  39 43 26.17357(N)    075 33 34.83337(W) AD(       ) 3
 JU2507  NGVD 29 (06/08/88)    3.1    (m)           10.     (f) VERT ANG       
 JU2507
 JU2507.Superseded values are not recommended for survey control.
 JU2507
 JU2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2507.See file dsdata.pdf to determine how the superseded data were derived.
 JU2507
 JU2507_MARKER: DD = SURVEY DISK
 JU2507_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU2507_SP_SET: BRIDGE PIER
 JU2507_STAMPING: 0658 B 1982
 JU2507_MARK LOGO: NOS
 JU2507_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2507
 JU2507  HISTORY     - Date     Condition        Report By
 JU2507  HISTORY     - 1982     MONUMENTED       NOS
 JU2507  HISTORY     - 19930130 GOOD             USPSQD
 JU2507
 JU2507                          STATION DESCRIPTION
 JU2507
 JU2507'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU2507'THE STATION IS LOCATED ON THE SOUTH SIDE OF WILMINGTON, ON A
 JU2507'PENN CENTRAL RAILROAD BRIDGE ACROSS THE CHRISTINA RIVER.
 JU2507'
 JU2507'TO REACH THE STATION FROM THE JUNCTION OF I-295 AND US 13 SOUTH
 JU2507'OF WILMINGTON, GO NORTH ON US 13 FOR 3.5 KM (2.2 MILES),
 JU2507'PASSING THE JUNCTION OF ALTERNATE US 13 AT 2.9 KM (1.8 MILES),
 JU2507'TO THE BASE OF THE BRIDGE OVER THE PENN CENTRAL
 JU2507'RAILROAD TRACKS.  PARK AND WALK WEST ALONG THE TRACKS FOR 0.3 KM
 JU2507'(0.2 MILES) TO THE THIRD CONCRETE BRIDGE ABUTMENT IN THE
 JU2507'WATER AND THE STATION ON THE RIGHT ABOUT FOUR FEET BELOW
 JU2507'THE LEVEL OF THE TRACKS.
 JU2507'
 JU2507'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.85 METERS.
 JU2507
 JU2507                          STATION RECOVERY (1993)
 JU2507
 JU2507'RECOVERY NOTE BY US POWER SQUADRON 1993 (BFC)
 JU2507'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2508 ***********************************************************************
 JU2508  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2508  DESIGNATION -  0714 A
 JU2508  PID         -  JU2508
 JU2508  STATE/COUNTY-  DE/NEW CASTLE
 JU2508  COUNTRY     -  US
 JU2508  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2508
 JU2508                         *CURRENT SURVEY CONTROL
 JU2508  ______________________________________________________________________
 JU2508* NAD 83(1991) POSITION- 39 43 14.99459(N) 075 31 44.08154(W)   NO CHECK
 JU2508* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) VERTCON3
 JU2508  ______________________________________________________________________
 JU2508  GEOID HEIGHT    -        -33.003 (meters)                     GEOID18
 JU2508  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 JU2508  HORZ ORDER      -  THIRD
 JU2508
 JU2508.The horizontal coordinates were established by classical geodetic methods
 JU2508.and adjusted by the National Geodetic Survey in January 1992.
 JU2508
 JU2508.No horizontal observational check was made to the station.
 JU2508
 JU2508.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2508
 JU2508.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2508.GEOID18 height accuracy estimate available here.
 JU2508
 JU2508.This Tidal Bench Mark is designated as VM 2967
 JU2508.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2508
 JU2508.Click photographs - Photos may exist for this station.
 JU2508
 JU2508.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2508
 JU2508. The following values were computed from the NAD 83(1991) position.
 JU2508
 JU2508;                    North         East     Units Scale Factor Converg.
 JU2508;SPC DE       -   191,039.493   190,376.105   MT  0.99999614   -0 04 18.2
 JU2508;SPC DE       -   626,768.74    624,592.27   sFT  0.99999614   -0 04 18.2
 JU2508;SPC NJ       -    99,027.106    61,788.461   MT  0.99999577   -0 39 27.2
 JU2508;SPC NJ       -   324,891.43    202,717.64   sFT  0.99999577   -0 39 27.2
 JU2508;UTM  18      - 4,396,906.742   454,668.833   MT  0.99962530   -0 20 16.8
 JU2508
 JU2508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2508!SPC DE       -   1.00000482  x   0.99999614  =   1.00000096
 JU2508!SPC NJ       -   1.00000482  x   0.99999577  =   1.00000059
 JU2508!UTM  18      -   1.00000482  x   0.99962530  =   0.99963011
 JU2508
 JU2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5466896906(NAD 83)
 JU2508
 JU2508                          SUPERSEDED SURVEY CONTROL
 JU2508
 JU2508  NAD 83(1986)-  39 43 14.98957(N)    075 31 44.08708(W) AD(       ) 3
 JU2508  NGVD 29 (06/08/88)    3.     (m)           10.     (f) VERT ANG       
 JU2508
 JU2508.Superseded values are not recommended for survey control.
 JU2508
 JU2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2508.See file dsdata.pdf to determine how the superseded data were derived.
 JU2508
 JU2508_MARKER: DD = SURVEY DISK
 JU2508_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU2508+WITH SETTING: PAVEMENT
 JU2508_SP_SET: MOORING DOLPHIN
 JU2508_STAMPING: 0714 A 1982
 JU2508_MARK LOGO: NOS
 JU2508_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2508+STABILITY: SURFACE MOTION
 JU2508
 JU2508  HISTORY     - Date     Condition        Report By
 JU2508  HISTORY     - 1982     MONUMENTED       NOS
 JU2508
 JU2508                          STATION DESCRIPTION
 JU2508
 JU2508'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU2508'THE STATION IS LOCATED IN THE PORT OF WILMINGTON ON THE MOORING
 JU2508'DOLPHIN AT THE WEST END OF THE LOADING DOCK.
 JU2508'
 JU2508'TO REACH THE STATION FROM THE MOUTH OF THE CHRISTINA RIVER, GO
 JU2508'BY BOAT WEST TO THE WEST END OF THE MARINE TERMINAL LOADING
 JU2508'DOCK, AND THE STATION IN THE CENTER OF THE MOORING DOLPHIN
 JU2508'CONNECTED TO THE LOADING DOCK BY A GRATE WALKWAY.
 JU2508'
 JU2508'THE STATION IS A STANDARD NOS BM DISK STAMPED---0714A 1982---,
 JU2508'SET FLUSH WITH THE CONCRETE.
 JU2508'
 JU2508'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AA9307 ***********************************************************************
 AA9307  PACS        -  This is a Primary Airport Control Station.
 AA9307  DESIGNATION -  0N4 A
 AA9307  PID         -  AA9307
 AA9307  STATE/COUNTY-  DE/KENT
 AA9307  COUNTRY     -  US
 AA9307  USGS QUAD   -  LITTLE CREEK (2016)
 AA9307
 AA9307                         *CURRENT SURVEY CONTROL
 AA9307  ______________________________________________________________________
 AA9307* NAD 83(2011) POSITION- 39 11 57.18157(N) 075 29 13.14069(W)   ADJUSTED
 AA9307* NAD 83(2011) ELLIP HT-   -28.001 (meters)        (06/27/12)   ADJUSTED
 AA9307* NAD 83(2011) EPOCH   -  2010.00
 AA9307* NAVD 88 ORTHO HEIGHT -     6.304 (meters)       20.68  (feet) ADJUSTED
 AA9307  ______________________________________________________________________
 AA9307  GEOID HEIGHT    -        -34.295 (meters)                     GEOID18
 AA9307  NAD 83(2011) X  -  1,240,308.672 (meters)                     COMP
 AA9307  NAD 83(2011) Y  - -4,791,427.022 (meters)                     COMP
 AA9307  NAD 83(2011) Z  -  4,009,462.890 (meters)                     COMP
 AA9307  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 AA9307  DYNAMIC HEIGHT  -          6.301 (meters)       20.67  (feet) COMP
 AA9307  MODELED GRAVITY -    980,095.0   (mgal)                       NAVD 88
 AA9307
 AA9307  VERT ORDER      -  FIRST     CLASS II
 AA9307
 AA9307  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9307  Standards:
 AA9307         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9307            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9307  -------------------------------------------------------------------
 AA9307  NETWORK    3.02   4.57           0.79   1.47   2.33      0.11490678
 AA9307  -------------------------------------------------------------------
 AA9307  Click here for local accuracies and other accuracy information.
 AA9307
 AA9307.This mark is at Chandelle Estates Airport (0N4)
 AA9307
 AA9307.The horizontal coordinates were established by GPS observations
 AA9307.and adjusted by the National Geodetic Survey in June 2012.
 AA9307
 AA9307.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9307.been affixed to the stable North American tectonic plate. See 
 AA9307.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9307
 AA9307.The horizontal coordinates are valid at the epoch date displayed above
 AA9307.which is a decimal equivalence of Year/Month/Day.
 AA9307
 AA9307.The orthometric height was determined by differential leveling and
 AA9307.adjusted by the NATIONAL GEODETIC SURVEY
 AA9307.in January 2013.
 AA9307
 AA9307.No vertical observational check was made to the station.
 AA9307
 AA9307.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9307.GEOID18 height accuracy estimate available here.
 AA9307
 AA9307.Click photographs - Photos may exist for this station.
 AA9307
 AA9307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9307
 AA9307.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9307
 AA9307.The ellipsoidal height was determined by GPS observations
 AA9307.and is referenced to NAD 83.
 AA9307
 AA9307.The dynamic height is computed by dividing the NAVD 88
 AA9307.geopotential number by the normal gravity value computed on the
 AA9307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9307.degrees latitude (g = 980.6199 gals.).
 AA9307
 AA9307.The modeled gravity was interpolated from observed gravity values.
 AA9307
 AA9307. The following values were computed from the NAD 83(2011) position.
 AA9307
 AA9307;                    North         East     Units Scale Factor Converg.
 AA9307;SPC DE       -   133,124.217   193,925.852   MT  0.99999545   -0 02 40.0
 AA9307;SPC DE       -   436,758.37    636,238.40   sFT  0.99999545   -0 02 40.0
 AA9307;UTM  18      - 4,338,997.243   457,949.645   MT  0.99962177   -0 18 28.0
 AA9307
 AA9307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9307!SPC DE       -   1.00000439  x   0.99999545  =   0.99999984
 AA9307!UTM  18      -   1.00000439  x   0.99962177  =   0.99962616
 AA9307
 AA9307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5794938997(NAD 83)
 AA9307
 AA9307|---------------------------------------------------------------------|
 AA9307| PID    Reference Object                     Distance      Geod. Az  |
 AA9307|                                                           dddmmss.s |
 AA9307| AA9308 0N4 B                               335.445 METERS 02720     |
 AA9307|---------------------------------------------------------------------|
 AA9307
 AA9307                          SUPERSEDED SURVEY CONTROL
 AA9307
 AA9307  NAD 83(2007)-  39 11 57.18191(N)    075 29 13.14157(W) AD(2002.00) 0
 AA9307  ELLIP H (02/10/07)  -27.967  (m)                       GP(2002.00)    
 AA9307  ELLIP H (08/09/02)  -27.968  (m)                       GP(       ) 4 2
 AA9307  NAD 83(1991)-  39 11 57.18208(N)    075 29 13.14198(W) AD(       ) B
 AA9307  ELLIP H (03/24/98)  -27.974  (m)                       GP(       ) 4 1
 AA9307  NAD 83(1993)-  39 11 57.18199(N)    075 29 13.14192(W) AD(       ) B
 AA9307  ELLIP H (11/22/95)  -27.963  (m)                       GP(       ) 1 1
 AA9307  NAVD 88 (03/24/98)    6.25   (m)  GEOID96  model used  GPS OBS        
 AA9307  NAVD 88 (11/22/95)    6.20   (m)  GEOID93  model used  GPS OBS        
 AA9307
 AA9307.Superseded values are not recommended for survey control.
 AA9307
 AA9307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9307.See file dsdata.pdf to determine how the superseded data were derived.
 AA9307
 AA9307_MARKER: F = FLANGE-ENCASED ROD
 AA9307_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9307_STAMPING: 0N4 A 1994
 AA9307_MARK LOGO: NGS
 AA9307_PROJECTION: FLUSH
 AA9307_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9307+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2011
 AA9307_ROD/PIPE-DEPTH: 33.5 meters
 AA9307_SLEEVE-DEPTH  : 1.0 meters
 AA9307
 AA9307  HISTORY     - Date     Condition        Report By
 AA9307  HISTORY     - 1994     MONUMENTED       NOS
 AA9307  HISTORY     - 19941101 GOOD             NGS
 AA9307  HISTORY     - 1999     GOOD             USPSQD
 AA9307  HISTORY     - 20011212 GOOD             NGS
 AA9307  HISTORY     - 20030414 GOOD             INDIV
 AA9307  HISTORY     - 20100124 GOOD             BECMOR
 AA9307  HISTORY     - 20110929 GOOD             USFWS
 AA9307
 AA9307                          STATION DESCRIPTION
 AA9307
 AA9307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (JTM)
 AA9307'STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) EAST OF DOVER, 5.0 MI (8.0
 AA9307'KM) SOUTH-SOUTHWEST OF PORT MAHON AND 2.0 MI (3.2 KM) NORTH OF LITTLE
 AA9307'CREEK AT THE CHANDELLE AIRPORT NEAR THE SOUTHWEST END OF THE AIRPORT
 AA9307'JUST EAST OF RUNWAY END 4.  NOTE.  PERMISSION MUST GAINED BEFORE
 AA9307'ENTERING AIRFIELD.  FOR ACCESS, CONTACT MR.  ROY KRUSER, APT. MANAGER,
 AA9307'CHANDELLE AIRPORT, RD 4 BOX 397AA, DOVER, DE 19901.  PHONE (302)
 AA9307'736-0588 OR (302) 736-1639.
 AA9307'
 AA9307'TO REACH THE STATION FROM THE JUNCTION OF U.S.  13 AND WHITE OAK RD IN
 AA9307'DOVER, PROCEED EASTERLY ON WHITE OAK RD FOR 2.8 MI (4.5 KM) TO THE
 AA9307'INTERSECTION OF S.R.  9 (BAYSIDE DR) .  TURN LEFT HEADING NORTH ON
 AA9307'S.R.  9 FOR 0.5 MI (0.8 KM) TO JUNCTION WITH SILVER LEAF LN ON RIGHT.
 AA9307'TURN RIGHT HEADING EAST ALONG SILVER LEAF LN FOR 0.45 MI (0.72 KM) TO
 AA9307'THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT HEADING SOUTH FOR 0.15
 AA9307'MI (0.24 KM) TO THE RUNWAY ON THE RIGHT.  TURN RIGHT AND PROCEED
 AA9307'SOUTHWEST ALONG GRASS TAXIWAY FOR 0.2 MI (0.3 KM) TO THE STATION JUST
 AA9307'EAST OF RUNWAY END 4.
 AA9307'
 AA9307'IT IS 241.0 FT (73.5 M) SOUTH OF THE FIRST RUNWAY LIGHT ON THE EAST
 AA9307'SIDE OF THE RUNWAY, 116.0 FT (35.4 M) SOUTHEAST OF THE CENTERLINE OF
 AA9307'RUNWAY 4, 97.8 FT (29.8 M) NORTH OF THE NORTHWEST CORNER OF A 11X11 FT
 AA9307'CONCRETE FOUNDATION FOR AN UNDERGROUND WATER PUMP, AND 32.3 FT (9.8 M)
 AA9307'EAST OF THE EASTERNMOST RUNWAY END LIGHT.
 AA9307
 AA9307                          STATION RECOVERY (1999)
 AA9307
 AA9307'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA9307'RECOVERED IN GOOD CONDITION.
 AA9307
 AA9307                          STATION RECOVERY (2001)
 AA9307
 AA9307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA9307'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA9307
 AA9307                          STATION RECOVERY (2003)
 AA9307
 AA9307'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RL)
 AA9307'RECOVERED BY COMPASSCOM, INC.
 AA9307
 AA9307                          STATION RECOVERY (2010)
 AA9307
 AA9307'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 AA9307'RECOVERED IN GOOD CONDITION.
 AA9307
 AA9307                          STATION RECOVERY (2011)
 AA9307
 AA9307'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2011 (JCW)
 AA9307'RECOVERED IN GOOD CONDITION.
 AA9307'
 AA9307'THE FOLLOWING REFERENCE OBJECTS ARE PROVIDED TO FACILITATE FUTURE
 AA9307'RECOVERY EFFORTS.
 AA9307'
 AA9307'IT IS 35.4 M (116.1 FT) SOUTHEAST OF THE CENTERLINE OF THE PAVED
 AA9307'RUNWAY, 34.85 M (114.3 FT) NORTH-NORTHWEST OF A UTILITY POLE, 29.8 M
 AA9307'(97.8 FT) NORTH OF THE MOST NORTHERLY CORNER OF A CONCRETE PAD, 9.85 M
 AA9307'(32.3 FT) SOUTHEAST OF THE MOST SOUTHWESTERLY RUNWAY LIGHT ON THE EAST
 AA9307'SIDE OF THE RUNWAY, 6.5 M (21.3 FT) NORTHEAST OF THE NORTHEAST END OF
 AA9307'A 12 INCH (30 CM) CONCRETE DRAINAGE PIPE AND ABOUT LEVEL WITH THE
 AA9307'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AA9308 ***********************************************************************
 AA9308  SACS        -  This is a Secondary Airport Control Station.
 AA9308  DESIGNATION -  0N4 B
 AA9308  PID         -  AA9308
 AA9308  STATE/COUNTY-  DE/KENT
 AA9308  COUNTRY     -  US
 AA9308  USGS QUAD   -  LITTLE CREEK (2016)
 AA9308
 AA9308                         *CURRENT SURVEY CONTROL
 AA9308  ______________________________________________________________________
 AA9308* NAD 83(2011) POSITION- 39 12 06.84503(N) 075 29 06.72288(W)   ADJUSTED
 AA9308* NAD 83(2011) ELLIP HT-   -28.073 (meters)        (06/27/12)   ADJUSTED
 AA9308* NAD 83(2011) EPOCH   -  2010.00
 AA9308* NAVD 88 ORTHO HEIGHT -     6.222 (meters)       20.41  (feet) ADJUSTED
 AA9308  ______________________________________________________________________
 AA9308  GEOID HEIGHT    -        -34.287 (meters)                     GEOID18
 AA9308  NAD 83(2011) X  -  1,240,410.533 (meters)                     COMP
 AA9308  NAD 83(2011) Y  - -4,791,206.034 (meters)                     COMP
 AA9308  NAD 83(2011) Z  -  4,009,693.782 (meters)                     COMP
 AA9308  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 AA9308  DYNAMIC HEIGHT  -          6.219 (meters)       20.40  (feet) COMP
 AA9308  MODELED GRAVITY -    980,095.4   (mgal)                       NAVD 88
 AA9308
 AA9308  VERT ORDER      -  FIRST     CLASS II
 AA9308
 AA9308  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9308  Standards:
 AA9308         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9308            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9308  -------------------------------------------------------------------
 AA9308  NETWORK    3.24   5.15           0.99   1.53   2.63      0.09887851
 AA9308  -------------------------------------------------------------------
 AA9308  Click here for local accuracies and other accuracy information.
 AA9308
 AA9308.This mark is at Chandelle Estates Airport (0N4)
 AA9308
 AA9308.The horizontal coordinates were established by GPS observations
 AA9308.and adjusted by the National Geodetic Survey in June 2012.
 AA9308
 AA9308.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9308.been affixed to the stable North American tectonic plate. See 
 AA9308.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9308
 AA9308.The horizontal coordinates are valid at the epoch date displayed above
 AA9308.which is a decimal equivalence of Year/Month/Day.
 AA9308
 AA9308.The orthometric height was determined by differential leveling and
 AA9308.adjusted by the NATIONAL GEODETIC SURVEY
 AA9308.in January 2013.
 AA9308
 AA9308.No vertical observational check was made to the station.
 AA9308
 AA9308.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9308.GEOID18 height accuracy estimate available here.
 AA9308
 AA9308.Click photographs - Photos may exist for this station.
 AA9308
 AA9308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9308
 AA9308.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9308
 AA9308.The ellipsoidal height was determined by GPS observations
 AA9308.and is referenced to NAD 83.
 AA9308
 AA9308.The dynamic height is computed by dividing the NAVD 88
 AA9308.geopotential number by the normal gravity value computed on the
 AA9308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9308.degrees latitude (g = 980.6199 gals.).
 AA9308
 AA9308.The modeled gravity was interpolated from observed gravity values.
 AA9308
 AA9308. The following values were computed from the NAD 83(2011) position.
 AA9308
 AA9308;                    North         East     Units Scale Factor Converg.
 AA9308;SPC DE       -   133,422.106   194,080.073   MT  0.99999543   -0 02 35.9
 AA9308;SPC DE       -   437,735.69    636,744.37   sFT  0.99999543   -0 02 35.9
 AA9308;UTM  18      - 4,339,294.309   458,105.176   MT  0.99962161   -0 18 24.0
 AA9308
 AA9308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9308!SPC DE       -   1.00000440  x   0.99999543  =   0.99999983
 AA9308!UTM  18      -   1.00000440  x   0.99962161  =   0.99962601
 AA9308
 AA9308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5810539294(NAD 83)
 AA9308
 AA9308|---------------------------------------------------------------------|
 AA9308| PID    Reference Object                     Distance      Geod. Az  |
 AA9308|                                                           dddmmss.s |
 AA9308| AA9307 0N4 A                               335.445 METERS 20720     |
 AA9308|---------------------------------------------------------------------|
 AA9308
 AA9308                          SUPERSEDED SURVEY CONTROL
 AA9308
 AA9308  NAD 83(2007)-  39 12 06.84537(N)    075 29 06.72376(W) AD(2002.00) 0
 AA9308  ELLIP H (02/10/07)  -28.039  (m)                       GP(2002.00)    
 AA9308  ELLIP H (08/19/02)  -28.040  (m)                       GP(       ) 4 2
 AA9308  NAD 83(1991)-  39 12 06.84554(N)    075 29 06.72417(W) AD(       ) 1
 AA9308  ELLIP H (04/02/98)  -28.046  (m)                       GP(       ) 4 2
 AA9308  NAD 83(1993)-  39 12 06.84545(N)    075 29 06.72411(W) AD(       ) 1
 AA9308  ELLIP H (11/30/95)  -28.035  (m)                       GP(       ) 4 2
 AA9308  NAVD 88 (04/02/98)    6.17   (m)  GEOID96  model used  GPS OBS        
 AA9308  NAVD 88 (11/30/95)    6.12   (m)  GEOID93  model used  GPS OBS        
 AA9308
 AA9308.Superseded values are not recommended for survey control.
 AA9308
 AA9308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9308.See file dsdata.pdf to determine how the superseded data were derived.
 AA9308
 AA9308_MARKER: DD = SURVEY DISK
 AA9308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9308_STAMPING: 0N4 B 1994
 AA9308_MARK LOGO: NOS
 AA9308_PROJECTION: RECESSED 5 CENTIMETERS
 AA9308_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9308+STABILITY: SURFACE MOTION
 AA9308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9308+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2011
 AA9308
 AA9308  HISTORY     - Date     Condition        Report By
 AA9308  HISTORY     - 1994     MONUMENTED       NOS
 AA9308  HISTORY     - 19941101 GOOD             NGS
 AA9308  HISTORY     - 1999     GOOD             USPSQD
 AA9308  HISTORY     - 20011212 GOOD             NGS
 AA9308  HISTORY     - 20100430 GOOD             BECMOR
 AA9308  HISTORY     - 20110901 GOOD             USFWS
 AA9308
 AA9308                          STATION DESCRIPTION
 AA9308
 AA9308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (JTM)
 AA9308'STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) EAST OF DOVER, 5.0 MI (8.0
 AA9308'KM) SOUTH-SOUTHWEST OF PORT MAHON AND 2.0 MI (3.2 KM) NORTH OF LITTLE
 AA9308'CREEK AT THE CHANDELLE AIRPORT NEAR THE MIDDLE SECTION OF THE AIRPORT
 AA9308'JUST EAST OF RUNWAY 4-22.  NOTE.  PERMISSION MUST GAINED BEFORE
 AA9308'ENTERING AIRFIELD.  FOR ACCESS, CONTACT MR.  ROY KRUSER, APT. MANAGER,
 AA9308'CHANDELLE AIRPORT, RD 4 BOX 397AA, DOVER, DE 19901.  PHONE (302)
 AA9308'736-0588 OR (302) 736-1639.
 AA9308'
 AA9308'TO REACH THE STATION FROM THE JUNCTION OF U.S.  13 AND WHITE OAK RD IN
 AA9308'DOVER, PROCEED EASTERLY ON WHITE OAK RD FOR 2.8 MI (4.5 KM) TO THE
 AA9308'INTERSECTION OF S.R.  9 (BAYSIDE DR) .  TURN LEFT HEADING NORTH ON
 AA9308'S.R.  9 FOR 0.5 MI (0.8 KM) TO JUNCTION WITH SILVER LEAF LN ON RIGHT.
 AA9308'TURN RIGHT HEADING EASTERLY ALONG SILVER LEAF LN FOR 0.45 MI (0.72 KM)
 AA9308'TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT HEADING SOUTH FOR
 AA9308'0.15 MI (0.24 KM) TO THE RUNWAY ON THE RIGHT.  TURN RIGHT AND PROCEED
 AA9308'SOUTHWEST ALONG GRASS TAXIWAY FOR 0.1 MI (0.2 KM) TO THE STATION ON
 AA9308'THE RIGHT.
 AA9308'
 AA9308'IT IS 138.6 FT (42.2 M) EAST OF THE SIXTH RUNWAY LIGHT SOUTH OF RUNWAY
 AA9308'END 22, 108.5 FT (33.1 M) SOUTHEAST OF THE CENTERLINE OF THE RUNWAY,
 AA9308'AND 105.3 FT (32.1 M) SOUTH OF THE FIFTH RUNWAY LIGHT.
 AA9308
 AA9308                          STATION RECOVERY (1999)
 AA9308
 AA9308'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA9308'RECOVERED IN GOOD CONDITION.
 AA9308
 AA9308                          STATION RECOVERY (2001)
 AA9308
 AA9308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA9308'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA9308
 AA9308                          STATION RECOVERY (2010)
 AA9308
 AA9308'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 AA9308'RECOVERED IN GOOD CONDITION.
 AA9308
 AA9308                          STATION RECOVERY (2011)
 AA9308
 AA9308'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2011 (JCW)
 AA9308'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AA9309 ***********************************************************************
 AA9309  SACS        -  This is a Secondary Airport Control Station.
 AA9309  DESIGNATION -  0N4 C
 AA9309  PID         -  AA9309
 AA9309  STATE/COUNTY-  DE/KENT
 AA9309  COUNTRY     -  US
 AA9309  USGS QUAD   -  LITTLE CREEK (2016)
 AA9309
 AA9309                         *CURRENT SURVEY CONTROL
 AA9309  ______________________________________________________________________
 AA9309* NAD 83(2011) POSITION- 39 12 17.56644(N) 075 28 59.52511(W)   ADJUSTED
 AA9309* NAD 83(2011) ELLIP HT-   -27.970 (meters)        (06/27/12)   ADJUSTED
 AA9309* NAD 83(2011) EPOCH   -  2010.00
 AA9309* NAVD 88 ORTHO HEIGHT -     6.316 (meters)       20.72  (feet) ADJUSTED
 AA9309  ______________________________________________________________________
 AA9309  GEOID HEIGHT    -        -34.279 (meters)                     GEOID18
 AA9309  NAD 83(2011) X  -  1,240,525.360 (meters)                     COMP
 AA9309  NAD 83(2011) Y  - -4,790,960.510 (meters)                     COMP
 AA9309  NAD 83(2011) Z  -  4,009,950.057 (meters)                     COMP
 AA9309  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 AA9309  DYNAMIC HEIGHT  -          6.312 (meters)       20.71  (feet) COMP
 AA9309  MODELED GRAVITY -    980,095.9   (mgal)                       NAVD 88
 AA9309
 AA9309  VERT ORDER      -  FIRST     CLASS II
 AA9309
 AA9309  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9309  Standards:
 AA9309         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9309            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9309  -------------------------------------------------------------------
 AA9309  NETWORK    3.24   5.15           0.99   1.53   2.63      0.09887616
 AA9309  -------------------------------------------------------------------
 AA9309  Click here for local accuracies and other accuracy information.
 AA9309
 AA9309.This mark is at Chandelle Estates Airport (0N4)
 AA9309
 AA9309.The horizontal coordinates were established by GPS observations
 AA9309.and adjusted by the National Geodetic Survey in June 2012.
 AA9309
 AA9309.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9309.been affixed to the stable North American tectonic plate. See 
 AA9309.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9309
 AA9309.The horizontal coordinates are valid at the epoch date displayed above
 AA9309.which is a decimal equivalence of Year/Month/Day.
 AA9309
 AA9309.The orthometric height was determined by differential leveling and
 AA9309.adjusted by the NATIONAL GEODETIC SURVEY
 AA9309.in January 2013.
 AA9309
 AA9309.No vertical observational check was made to the station.
 AA9309
 AA9309.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9309.GEOID18 height accuracy estimate available here.
 AA9309
 AA9309.Click photographs - Photos may exist for this station.
 AA9309
 AA9309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9309
 AA9309.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9309
 AA9309.The ellipsoidal height was determined by GPS observations
 AA9309.and is referenced to NAD 83.
 AA9309
 AA9309.The dynamic height is computed by dividing the NAVD 88
 AA9309.geopotential number by the normal gravity value computed on the
 AA9309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9309.degrees latitude (g = 980.6199 gals.).
 AA9309
 AA9309.The modeled gravity was interpolated from observed gravity values.
 AA9309
 AA9309. The following values were computed from the NAD 83(2011) position.
 AA9309
 AA9309;                    North         East     Units Scale Factor Converg.
 AA9309;SPC DE       -   133,752.610   194,253.021   MT  0.99999541   -0 02 31.4
 AA9309;SPC DE       -   438,820.02    637,311.79   sFT  0.99999541   -0 02 31.4
 AA9309;UTM  18      - 4,339,623.891   458,279.576   MT  0.99962143   -0 18 19.6
 AA9309
 AA9309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9309!SPC DE       -   1.00000439  x   0.99999541  =   0.99999980
 AA9309!UTM  18      -   1.00000439  x   0.99962143  =   0.99962582
 AA9309
 AA9309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5827939623(NAD 83)
 AA9309
 AA9309                          SUPERSEDED SURVEY CONTROL
 AA9309
 AA9309  NAD 83(2007)-  39 12 17.56678(N)    075 28 59.52599(W) AD(2002.00) 0
 AA9309  ELLIP H (02/10/07)  -27.936  (m)                       GP(2002.00)    
 AA9309  ELLIP H (08/19/02)  -27.937  (m)                       GP(       ) 4 2
 AA9309  NAD 83(1991)-  39 12 17.56695(N)    075 28 59.52640(W) AD(       ) 1
 AA9309  ELLIP H (04/02/98)  -27.943  (m)                       GP(       ) 4 2
 AA9309  NAD 83(1993)-  39 12 17.56686(N)    075 28 59.52634(W) AD(       ) 1
 AA9309  ELLIP H (11/30/95)  -27.932  (m)                       GP(       ) 4 2
 AA9309  NAVD 88 (04/02/98)    6.27   (m)  GEOID96  model used  GPS OBS        
 AA9309  NAVD 88 (11/30/95)    6.21   (m)  GEOID93  model used  GPS OBS        
 AA9309
 AA9309.Superseded values are not recommended for survey control.
 AA9309
 AA9309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9309.See file dsdata.pdf to determine how the superseded data were derived.
 AA9309
 AA9309_MARKER: DD = SURVEY DISK
 AA9309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9309_STAMPING: 0N4 C 1994
 AA9309_MARK LOGO: NOS
 AA9309_PROJECTION: RECESSED 5 CENTIMETERS
 AA9309_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9309+STABILITY: SURFACE MOTION
 AA9309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9309+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2017
 AA9309
 AA9309  HISTORY     - Date     Condition        Report By
 AA9309  HISTORY     - 1994     MONUMENTED       NOS
 AA9309  HISTORY     - 19941101 GOOD             NGS
 AA9309  HISTORY     - 1999     GOOD             USPSQD
 AA9309  HISTORY     - 20011212 GOOD             USPSQD
 AA9309  HISTORY     - 20100430 GOOD             BECMOR
 AA9309  HISTORY     - 20110901 GOOD             USFWS
 AA9309  HISTORY     - 20171102 GOOD             INDIV
 AA9309
 AA9309                          STATION DESCRIPTION
 AA9309
 AA9309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (JTM)
 AA9309'STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) EAST OF DOVER, 5.0 MI (8.0
 AA9309'KM) SOUTH-SOUTHWEST OF PORT MAHON AND 2.0 MI (3.2 KM) NORTH OF LITTLE
 AA9309'CREEK, DELAWARE.  MARK IS LOCATED AT THE CHANDELLE AIRPORT NEAR THE
 AA9309'NORTHEAST END OF THE AIRPORT JUST EAST OF RUNWAY 22.  NOTE. PERMISSION
 AA9309'MUST GAINED BEFORE ENTERING AIRFIELD.  FOR ACCESS, CONTACT MR.  ROY
 AA9309'KRUSER, APT.  MANAGER, CHANDELLE AIRPORT, RD 4 BOX 397AA, DOVER, DE
 AA9309'19901.  PHONE (302) 736-0588 OR (302) 736-1639.
 AA9309'
 AA9309'TO REACH THE STATION FROM THE JUNCTION OF U.S.  13 AND WHITE OAK RD IN
 AA9309'DOVER, PROCEED EASTERLY ON WHITE OAK RD FOR 2.8 MI (4.5 KM) TO THE
 AA9309'INTERSECTION OF S.R.  9 (BAYSIDE DR) .  TURN LEFT HEADING NORTH ON
 AA9309'S.R.  9 FOR 0.5 MI (0.8 KM) TO JUNCTION WITH SILVER LEAF LN ON RIGHT.
 AA9309'TURN RIGHT HEADING EAST ALONG SILVER LEAF LN FOR 0.45 MI (0.72 KM) TO
 AA9309'THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT HEADING SOUTH FOR 0.15
 AA9309'MI (0.24 KM) TO THE RUNWAY ON THE RIGHT.  TURN RIGHT AND PROCEED
 AA9309'SOUTHWEST ALONG GRASS TAXIWAY ABOUT 100 FT (30.5 M) TO THE STATION ON
 AA9309'THE RIGHT.
 AA9309'
 AA9309'IT IS 105.3 FT (32.1 M) WEST OF THE SOUTHWEST CORNER OF A BLUE AND
 AA9309'WHITE METAL HANGAR, 104.5 FT (31.9 M) SOUTHEAST OF THE CENTERLINE OF
 AA9309'THE RUNWAY 4-22, 79.5 FT (24.2 M) SOUTHWEST OF THE CENTERLINE OF THE
 AA9309'TAXIWAY LEADING TO RUNWAY END 22.
 AA9309
 AA9309                          STATION RECOVERY (1999)
 AA9309
 AA9309'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA9309'RECOVERED IN GOOD CONDITION.
 AA9309
 AA9309                          STATION RECOVERY (2001)
 AA9309
 AA9309'RECOVERY NOTE BY US POWER SQUADRON 2001
 AA9309'RECOVERED IN GOOD CONDITION.
 AA9309
 AA9309                          STATION RECOVERY (2010)
 AA9309
 AA9309'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 AA9309'RECOVERED IN GOOD CONDITION.
 AA9309
 AA9309                          STATION RECOVERY (2011)
 AA9309
 AA9309'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2011 (JCW)
 AA9309'RECOVERED AS DESCRIBED.
 AA9309
 AA9309                          STATION RECOVERY (2017)
 AA9309
 AA9309'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (WRA)
 AA9309'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0873 ***********************************************************************
 HU0873  DESIGNATION -  1
 HU0873  PID         -  HU0873
 HU0873  STATE/COUNTY-  DE/KENT
 HU0873  COUNTRY     -  US
 HU0873  USGS QUAD   -  HARRINGTON (2016)
 HU0873
 HU0873                         *CURRENT SURVEY CONTROL
 HU0873  ______________________________________________________________________
 HU0873* NAD 83(1986) POSITION- 38 55 03.     (N) 075 30 20.     (W)   SCALED
 HU0873* NAVD 88 ORTHO HEIGHT -    15.320 (meters)       50.26  (feet) ADJUSTED
 HU0873  ______________________________________________________________________
 HU0873  GEOID HEIGHT    -        -35.205 (meters)                     GEOID18
 HU0873  DYNAMIC HEIGHT  -         15.311 (meters)       50.23  (feet) COMP
 HU0873  MODELED GRAVITY -    980,042.9   (mgal)                       NAVD 88
 HU0873
 HU0873  VERT ORDER      -  FIRST     CLASS II
 HU0873
 HU0873.The horizontal coordinates were scaled from a map and have
 HU0873.an estimated accuracy of +/- 6 seconds.
 HU0873
 HU0873.The orthometric height was determined by differential leveling and
 HU0873.adjusted by the NATIONAL GEODETIC SURVEY
 HU0873.in June 1991.
 HU0873
 HU0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0873.GEOID18 height accuracy estimate available here.
 HU0873
 HU0873.Click photographs - Photos may exist for this station.
 HU0873
 HU0873.The dynamic height is computed by dividing the NAVD 88
 HU0873.geopotential number by the normal gravity value computed on the
 HU0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0873.degrees latitude (g = 980.6199 gals.).
 HU0873
 HU0873.The modeled gravity was interpolated from observed gravity values.
 HU0873
 HU0873;                    North         East    Units  Estimated Accuracy
 HU0873;SPC DE       -   101,850.      192,290.      MT  (+/- 180 meters Scaled)
 HU0873
 HU0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ561077(NAD 83)
 HU0873
 HU0873                          SUPERSEDED SURVEY CONTROL
 HU0873
 HU0873  NGVD 29 (11/26/84)   15.561  (m)           51.05   (f) ADJUSTED    1 2
 HU0873
 HU0873.Superseded values are not recommended for survey control.
 HU0873
 HU0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0873.See file dsdata.pdf to determine how the superseded data were derived.
 HU0873
 HU0873_MARKER: B = BOLT
 HU0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0873+STABILITY: SURFACE MOTION
 HU0873
 HU0873  HISTORY     - Date     Condition        Report By
 HU0873  HISTORY     - UNK      MONUMENTED       PRR
 HU0873  HISTORY     - 1942     GOOD             CGS
 HU0873  HISTORY     - 1963     MARK NOT FOUND   PRR
 HU0873
 HU0873                          STATION DESCRIPTION
 HU0873
 HU0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0873'AT HOUSTON, KENT COUNTY, ON THE PENNSYLVANIA RAILROAD, 100 FEET
 HU0873'WEST OF THE WEST END OF THE PASSENGER STATION, 13 FEET NORTH OF
 HU0873'THE NORTH RAIL OF THE MAIN TRACK, AND 15 FEET SOUTH OF THE
 HU0873'CENTERLINE OF A ROAD PARALLELING THE TRACK.  A COPPER BOLT, SET
 HU0873'IN THE TOP OF A 6-INCH GRANITE POST AND SURROUNDED BY BM 1 CUT IN
 HU0873'THE TOP OF THE POST.  NOTE-- IT WAS REPORTED IN MARCH 1939 THAT
 HU0873'THIS BENCH MARK IS COVERED BY ABOUT 6 INCHES OF DIRT.
 HU0873
 HU0873                          STATION RECOVERY (1963)
 HU0873
 HU0873'RECOVERY NOTE BY PENNSYLVANIA RAILROAD 1963
 HU0873'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0050 ***********************************************************************
 HU0050  DESIGNATION -  1
 HU0050  PID         -  HU0050
 HU0050  STATE/COUNTY-  DE/SUSSEX
 HU0050  COUNTRY     -  US
 HU0050  USGS QUAD   -  MISPILLION RIVER (2016)
 HU0050
 HU0050                         *CURRENT SURVEY CONTROL
 HU0050  ______________________________________________________________________
 HU0050* NAD 83(1986) POSITION- 38 56 50.     (N) 075 18 55.     (W)   SCALED
 HU0050* NAVD 88 ORTHO HEIGHT -     1.003 (meters)        3.29  (feet) ADJUSTED
 HU0050  ______________________________________________________________________
 HU0050  GEOID HEIGHT    -        -35.290 (meters)                     GEOID18
 HU0050  DYNAMIC HEIGHT  -          1.002 (meters)        3.29  (feet) COMP
 HU0050  MODELED GRAVITY -    980,050.7   (mgal)                       NAVD 88
 HU0050
 HU0050  VERT ORDER      -  FIRST     CLASS II
 HU0050
 HU0050.The horizontal coordinates were scaled from a map and have
 HU0050.an estimated accuracy of +/- 6 seconds.
 HU0050
 HU0050.The orthometric height was determined by differential leveling and
 HU0050.adjusted by the NATIONAL GEODETIC SURVEY
 HU0050.in June 1991.
 HU0050
 HU0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0050.GEOID18 height accuracy estimate available here.
 HU0050
 HU0050.Click photographs - Photos may exist for this station.
 HU0050
 HU0050.The dynamic height is computed by dividing the NAVD 88
 HU0050.geopotential number by the normal gravity value computed on the
 HU0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0050.degrees latitude (g = 980.6199 gals.).
 HU0050
 HU0050.The modeled gravity was interpolated from observed gravity values.
 HU0050
 HU0050;                    North         East    Units  Estimated Accuracy
 HU0050;SPC DE       -   105,150.      208,790.      MT  (+/- 180 meters Scaled)
 HU0050
 HU0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ726109(NAD 83)
 HU0050
 HU0050                          SUPERSEDED SURVEY CONTROL
 HU0050
 HU0050  NGVD 29 (11/26/84)    1.254  (m)            4.11   (f) ADJUSTED    1 2
 HU0050
 HU0050.Superseded values are not recommended for survey control.
 HU0050
 HU0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0050.See file dsdata.pdf to determine how the superseded data were derived.
 HU0050
 HU0050_MARKER: Q = CHISELED SQUARE
 HU0050_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HU0050_SP_SET: LIGHTHOUSE CISTERN
 HU0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0050
 HU0050  HISTORY     - Date     Condition        Report By
 HU0050  HISTORY     - UNK      MONUMENTED       DOD
 HU0050  HISTORY     - 1962     MARK NOT FOUND   CGS
 HU0050  HISTORY     - 19910701 MARK NOT FOUND   USGS
 HU0050
 HU0050                          STATION DESCRIPTION
 HU0050
 HU0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0050'7.5 MI E FROM MILFORD.
 HU0050'7.3 MILES EAST ALONG THE HIGHWAY TO MISPILLION LIGHTHOUSE FROM
 HU0050'THE HIGHWAY INTERSECTION AT MILFORD, SUSSEX COUNTY, AT THE
 HU0050'MISPILLION LIGHTHOUSE RESERVATION, AT THE OLD LIGHTHOUSE, AT THE
 HU0050'NORTHEAST CORNER OF THE CISTERN, AND ON THE CORNER OF A BRICK.
 HU0050'A CHISELED SQUARE.  NOTE-- IT WAS REPORTED IN APRIL 1946 THAT
 HU0050'IDENTIFICATION OF THIS MARK IS DOUBTFUL.  WHAT APPEARED TO BE A
 HU0050'CHISELED SQUARE WAS FOUND ON THE CISTERN, BUT THE BRICK WORK OF
 HU0050'THE CISTERN IS DETERIORATING AND PROBABLY SINKING.THE
 HU0050'BRICK MENTIONED IN THE DESCRIPTION HAS DETERIORATED UNTIL THE MARK
 HU0050'CANNOT BE IDENTIFIED.
 HU0050
 HU0050                          STATION RECOVERY (1991)
 HU0050
 HU0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 HU0050'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0379 ***********************************************************************
 HU0379  DESIGNATION -  1
 HU0379  PID         -  HU0379
 HU0379  STATE/COUNTY-  DE/SUSSEX
 HU0379  COUNTRY     -  US
 HU0379  USGS QUAD   -  ASSAWOMAN BAY (2016)
 HU0379
 HU0379                         *CURRENT SURVEY CONTROL
 HU0379  ______________________________________________________________________
 HU0379* NAD 83(1991) POSITION- 38 27 04.50608(N) 075 03 17.56317(W)   ADJUSTED
 HU0379* NAVD 88 ORTHO HEIGHT -     3.207 (meters)       10.52  (feet) ADJUSTED
 HU0379  ______________________________________________________________________
 HU0379  GEOID HEIGHT    -        -35.924 (meters)                     GEOID18
 HU0379  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 HU0379  DYNAMIC HEIGHT  -          3.205 (meters)       10.52  (feet) COMP
 HU0379  MODELED GRAVITY -    980,019.4   (mgal)                       NAVD 88
 HU0379
 HU0379  HORZ ORDER      -  SECOND
 HU0379  VERT ORDER      -  SECOND    CLASS 0
 HU0379
 HU0379.The horizontal coordinates were established by classical geodetic methods
 HU0379.and adjusted by the National Geodetic Survey in January 1992.
 HU0379
 HU0379.The orthometric height was determined by differential leveling and
 HU0379.adjusted by the NATIONAL GEODETIC SURVEY
 HU0379.in June 1991.
 HU0379
 HU0379.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0379.GEOID18 height accuracy estimate available here.
 HU0379
 HU0379.Click photographs - Photos may exist for this station.
 HU0379
 HU0379.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU0379
 HU0379.The dynamic height is computed by dividing the NAVD 88
 HU0379.geopotential number by the normal gravity value computed on the
 HU0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0379.degrees latitude (g = 980.6199 gals.).
 HU0379
 HU0379.The modeled gravity was interpolated from observed gravity values.
 HU0379
 HU0379. The following values were computed from the NAD 83(1991) position.
 HU0379
 HU0379;                    North         East     Units Scale Factor Converg.
 HU0379;SPC DE       -    50,151.030   231,580.918   MT  1.00000728   +0 13 29.9
 HU0379;SPC DE       -   164,537.17    759,778.40   sFT  1.00000728   +0 13 29.9
 HU0379;SPC MD       -    88,900.945   569,775.885   MT  0.99997713   +1 13 15.0
 HU0379;SPC MD       -   291,669.18  1,869,339.72   sFT  0.99997713   +1 13 15.0
 HU0379;UTM  18      - 4,255,885.687   495,211.474   MT  0.99960028   -0 02 02.9
 HU0379
 HU0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0379!SPC DE       -   1.00000513  x   1.00000728  =   1.00001241
 HU0379!SPC MD       -   1.00000513  x   0.99997713  =   0.99998226
 HU0379!UTM  18      -   1.00000513  x   0.99960028  =   0.99960541
 HU0379
 HU0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9521155885(NAD 83)
 HU0379
 HU0379                          SUPERSEDED SURVEY CONTROL
 HU0379
 HU0379  NAD 83(1986)-  38 27 04.48744(N)    075 03 17.58700(W) AD(       ) 2
 HU0379  NAD 27      -  38 27 04.07819(N)    075 03 18.93424(W) AD(       ) 2
 HU0379  NGVD 29 (11/26/84)    3.443  (m)           11.30   (f) ADJUSTED    2 0
 HU0379
 HU0379.Superseded values are not recommended for survey control.
 HU0379
 HU0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0379.See file dsdata.pdf to determine how the superseded data were derived.
 HU0379
 HU0379_MARKER: DD = SURVEY DISK
 HU0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0379_STAMPING: NO 1
 HU0379_MARK LOGO: USCG
 HU0379_PROJECTION: PROJECTING 61 CENTIMETERS
 HU0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0379+STABILITY: SURFACE MOTION
 HU0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0379+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2020
 HU0379
 HU0379  HISTORY     - Date     Condition        Report By
 HU0379  HISTORY     - UNK      MONUMENTED       USCG
 HU0379  HISTORY     - 1962     GOOD             CGS
 HU0379  HISTORY     - 1974     GOOD             USCG
 HU0379  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0379  HISTORY     - 1988     GOOD             USPSQD
 HU0379  HISTORY     - 19950108 GOOD             USPSQD
 HU0379  HISTORY     - 20060522 GOOD             GEOCAC
 HU0379  HISTORY     - 20090829 GOOD             EDKINS
 HU0379  HISTORY     - 20120210 GOOD             DELCOS
 HU0379  HISTORY     - 20200605 GOOD             WTBALL
 HU0379
 HU0379                          STATION DESCRIPTION
 HU0379
 HU0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0379'AT FENWICK ISLAND.
 HU0379'AT THE SOUTHEAST CORNER OF THE WOVEN STEEL FENCE AROUND THE OLD
 HU0379'FENWICK ISLAND LIGHTHOUSE NEAR THE MARYLAND-DELAWARE STATE LINE.
 HU0379'THE LIGHTHOUSE IS ABOUT 0.15 MILE WEST OF STATE HIGHWAY 14 ON
 HU0379'FENWICK ISLAND.  SET IN THE TOP OF A CONCRETE POST PROJECTING
 HU0379'5 INCHES.
 HU0379
 HU0379                          STATION RECOVERY (1974)
 HU0379
 HU0379'RECOVERY NOTE BY US COAST GUARD 1974
 HU0379'COAST GUARD MARK, A STANDARD COAST GUARD DISK STAMPED NO 1, IS
 HU0379'SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HU0379'2 FEET ABOVE THE GROUND SURFACE.  IT IS 16 FEET NORTH OF THE
 HU0379'CENTER OF THE SAND ROAD AND 1.5 FEET SOUTHWEST OF A FENCE CORNER.
 HU0379'
 HU0379'TO REACH THE STATION FROM THE JUNCTION OF STATE ROADS 14 AND 54
 HU0379'IN FENWICK ISLAND, GO SOUTH ON STATE ROAD 14 FOR 0.05 MILE TO THE
 HU0379'STATE LINE AND A SIDE ROAD RIGHT AND THE AZIMUTH MARK ON THE EAST
 HU0379'SIDE OF STATE ROAD 14.  TURN RIGHT AND GO WEST ON A SAND ROAD FOR
 HU0379'0.1 MILE TO THE STATION ON THE LEFT, JUST BEFORE REACHING THE
 HU0379'LIGHTHOUSE.
 HU0379
 HU0379                          STATION RECOVERY (1981)
 HU0379
 HU0379'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0379'MARK NOT FOUND.
 HU0379
 HU0379                          STATION RECOVERY (1988)
 HU0379
 HU0379'RECOVERY NOTE BY US POWER SQUADRON 1988 (NPP)
 HU0379'RECOVERED IN GOOD CONDITION.
 HU0379
 HU0379                          STATION RECOVERY (1995)
 HU0379
 HU0379'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU0379'RECOVERED IN GOOD CONDITION.
 HU0379
 HU0379                          STATION RECOVERY (2006)
 HU0379
 HU0379'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU0379'MARK, A STANDARD COAST GUARD DISK STAMPED NO 1, IS SET IN THE TOP OF A
 HU0379'4 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 18 INCHES ABOVE
 HU0379'THE SIDEWALK. MONUMENT IS ABOUT 3 INCHES SOUTH OF THE NORTH EDGE OF
 HU0379'THE SIDEWALK ON THE NORTH SIDE OF 146TH STREET AND 1 FOOT SOUTHEAST OF
 HU0379'THE SOUTHEAST CORNER OF AN IRON FENCE.
 HU0379'
 HU0379'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 1 AND 54 IN
 HU0379'FENWICK ISLAND, GO SOUTH ON STATE ROUTE 1 FOR 0.05 MILE TO THE STATE
 HU0379'LINE AND 146TH STREET. TURN RIGHT AND GO WEST ON A 146TH STREET FOR
 HU0379'0.1 MILE TO THE STATION ON THE RIGHT, JUST BEFORE REACHING THE FENCE
 HU0379'AROUND THE LIGHTHOUSE
 HU0379
 HU0379                          STATION RECOVERY (2009)
 HU0379
 HU0379'RECOVERY NOTE BY EDKINS SURVEYING 2009 (TE)
 HU0379'RECOVERED IN GOOD CONDITION, DESCRIPTION IS ADEQUATE.
 HU0379
 HU0379                          STATION RECOVERY (2012)
 HU0379
 HU0379'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0379'RECOVERED IN GOOD CONDITION.
 HU0379
 HU0379                          STATION RECOVERY (2020)
 HU0379
 HU0379'RECOVERY NOTE BY THE WILSON T BALLARD COMPANY 2020 (JMB)
 HU0379'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2112 ***********************************************************************
 HU2112  DESIGNATION -  1
 HU2112  PID         -  HU2112
 HU2112  STATE/COUNTY-  DE/SUSSEX
 HU2112  COUNTRY     -  US
 HU2112  USGS QUAD   -  FAIRMOUNT (2016)
 HU2112
 HU2112                         *CURRENT SURVEY CONTROL
 HU2112  ______________________________________________________________________
 HU2112* NAD 83(1986) POSITION- 38 43 25.     (N) 075 07 51.     (W)   SCALED
 HU2112* NAVD 88 ORTHO HEIGHT -     8.410 (meters)       27.59  (feet) ADJUSTED
 HU2112  ______________________________________________________________________
 HU2112  GEOID HEIGHT    -        -35.674 (meters)                     GEOID18
 HU2112  DYNAMIC HEIGHT  -          8.405 (meters)       27.58  (feet) COMP
 HU2112  MODELED GRAVITY -    980,033.8   (mgal)                       NAVD 88
 HU2112
 HU2112  VERT ORDER      -  SECOND    CLASS I
 HU2112
 HU2112.The horizontal coordinates were scaled from a map and have
 HU2112.an estimated accuracy of +/- 6 seconds.
 HU2112
 HU2112.The orthometric height was determined by differential leveling and
 HU2112.adjusted by the NATIONAL GEODETIC SURVEY
 HU2112.in June 1991.
 HU2112
 HU2112.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2112.GEOID18 height accuracy estimate available here.
 HU2112
 HU2112.Click photographs - Photos may exist for this station.
 HU2112
 HU2112.The dynamic height is computed by dividing the NAVD 88
 HU2112.geopotential number by the normal gravity value computed on the
 HU2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2112.degrees latitude (g = 980.6199 gals.).
 HU2112
 HU2112.The modeled gravity was interpolated from observed gravity values.
 HU2112
 HU2112;                    North         East    Units  Estimated Accuracy
 HU2112;SPC DE       -    80,360.      224,860.      MT  (+/- 180 meters Scaled)
 HU2112
 HU2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH886861(NAD 83)
 HU2112
 HU2112                          SUPERSEDED SURVEY CONTROL
 HU2112
 HU2112.No superseded survey control is available for this station.
 HU2112
 HU2112_MARKER: DU = BOUNDARY MARKER
 HU2112_SETTING: 0 = UNSPECIFIED SETTING
 HU2112_SP_SET: UNSPECIFIED SHALLOW
 HU2112_MARK LOGO: NONE
 HU2112_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU2112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU2112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2112+SATELLITE: SATELLITE OBSERVATIONS - 1989
 HU2112
 HU2112  HISTORY     - Date     Condition        Report By
 HU2112  HISTORY     - 1989     MONUMENTED       SCS
 HU2112
 HU2112                          STATION DESCRIPTION
 HU2112
 HU2112'DESCRIBED BY SOIL CONSERVATION SERVICE 1989
 HU2112'TOP OF CONCRETE PROPERTY MARKER NEAR INTERSECTION OF RD 274 AND RD
 HU2112'275A. ALONG W SIDE OF RD 274 AND SW OF THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4296 ***********************************************************************
 JU4296  DESIGNATION -  1
 JU4296  PID         -  JU4296
 JU4296  STATE/COUNTY-  DE/NEW CASTLE
 JU4296  COUNTRY     -  US
 JU4296  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU4296
 JU4296                         *CURRENT SURVEY CONTROL
 JU4296  ______________________________________________________________________
 JU4296* NAD 83(1986) POSITION- 39 49 42.     (N) 075 31 28.     (W)   SCALED
 JU4296* NAVD 88 ORTHO HEIGHT -   132.68  (+/-2cm)      435.3   (feet) VERTCON3
 JU4296  ______________________________________________________________________
 JU4296  GEOID HEIGHT    -        -32.876 (meters)                     GEOID18
 JU4296  VERT ORDER      -  THIRD (See Below)
 JU4296
 JU4296.The horizontal coordinates were scaled from a map and have
 JU4296.an estimated accuracy of +/- 6 seconds.
 JU4296
 JU4296.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4296
 JU4296.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4296.GEOID18 height accuracy estimate available here.
 JU4296
 JU4296.The vertical order pertains to the NGVD 29 superseded value.
 JU4296
 JU4296.Click photographs - Photos may exist for this station.
 JU4296
 JU4296;                    North         East    Units  Estimated Accuracy
 JU4296;SPC DE       -   202,980.      190,770.      MT  (+/- 180 meters Scaled)
 JU4296
 JU4296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK551088(NAD 83)
 JU4296
 JU4296                          SUPERSEDED SURVEY CONTROL
 JU4296
 JU4296  NGVD 29 (05/17/01)  133.01   (m)          436.4    (f) RESET       3  
 JU4296
 JU4296.Superseded values are not recommended for survey control.
 JU4296
 JU4296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4296.See file dsdata.pdf to determine how the superseded data were derived.
 JU4296
 JU4296_MARKER: Q = CHISELED SQUARE
 JU4296_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU4296+WITH SETTING: PAVEMENT
 JU4296_SP_SET: TRAFFIC SIGNAL CONTROL BASE
 JU4296_MARK LOGO: NONE
 JU4296_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4296+STABILITY: SURFACE MOTION
 JU4296
 JU4296  HISTORY     - Date     Condition        Report By
 JU4296  HISTORY     - UNK      MONUMENTED       LOCENG
 JU4296  HISTORY     - 19801004 GOOD             NGS
 JU4296  HISTORY     - 20011203 MARK NOT FOUND   NGS
 JU4296  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU4296
 JU4296                          STATION DESCRIPTION
 JU4296
 JU4296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 JU4296'1.8 KM (1.10 MI) EAST ALONG STATE HIGHWAY 92 FROM ITS JUNCTION WITH US
 JU4296'HIGHWAY 202 IN BRANDYWINE, IN THE SOUTH CORNER OF TRAFFIC LIGHT BASE
 JU4296'NUMBERED N380, 16.5 M (54.1 FT) NORTHWEST FROM A POWERLINE POLE
 JU4296'NUMBERED B115 61 49328 46397, 16.5 M (54.1 FT) NORTH FROM THE CENTER
 JU4296'OF STATE HIGHWAY 92 AND 17.1 M (56.1 FT) EAST FROM THE CENTER OF
 JU4296'EBRIGHT ROAD.
 JU4296
 JU4296                          STATION RECOVERY (2001)
 JU4296
 JU4296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU4296'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU4296
 JU4296                          STATION RECOVERY (2013)
 JU4296
 JU4296'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4296'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1920 ***********************************************************************
 JU1920  DESIGNATION -  10
 JU1920  PID         -  JU1920
 JU1920  STATE/COUNTY-  DE/NEW CASTLE
 JU1920  COUNTRY     -  US
 JU1920  USGS QUAD   -  SAINT GEORGES (2016)
 JU1920
 JU1920                         *CURRENT SURVEY CONTROL
 JU1920  ______________________________________________________________________
 JU1920* NAD 83(1986) POSITION- 39 36 04.7    (N) 075 41 24.2    (W)   HD_HELD2
 JU1920* NAVD 88 ORTHO HEIGHT -    19.183 (meters)       62.94  (feet) ADJUSTED
 JU1920  ______________________________________________________________________
 JU1920  GEOID HEIGHT    -        -33.129 (meters)                     GEOID18
 JU1920  DYNAMIC HEIGHT  -         19.174 (meters)       62.91  (feet) COMP
 JU1920  MODELED GRAVITY -    980,154.1   (mgal)                       NAVD 88
 JU1920
 JU1920  VERT ORDER      -  FIRST     CLASS I
 JU1920
 JU1920.The horizontal coordinates were established by autonomous hand held GPS
 JU1920.observations and have an estimated accuracy of +/- 10 meters.
 JU1920
 JU1920.The orthometric height was determined by differential leveling and
 JU1920.adjusted by the NATIONAL GEODETIC SURVEY
 JU1920.in June 1991.
 JU1920
 JU1920.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1920.GEOID18 height accuracy estimate available here.
 JU1920
 JU1920.Click photographs - Photos may exist for this station.
 JU1920
 JU1920.The dynamic height is computed by dividing the NAVD 88
 JU1920.geopotential number by the normal gravity value computed on the
 JU1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1920.degrees latitude (g = 980.6199 gals.).
 JU1920
 JU1920.The modeled gravity was interpolated from observed gravity values.
 JU1920
 JU1920;                    North         East    Units  Estimated Accuracy
 JU1920;SPC DE       -   177,798.      176,519.      MT  (+/- 10 meters HH2 GPS)
 JU1920
 JU1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4075583734(NAD 83)
 JU1920
 JU1920                          SUPERSEDED SURVEY CONTROL
 JU1920
 JU1920  NGVD 29 (01/10/92)   19.422  (m)           63.72   (f) ADJUSTED    1 1
 JU1920  NGVD 29 (??/??/87)   19.422  (m)           63.72   (f) SUPERSEDED  1 1
 JU1920
 JU1920.Superseded values are not recommended for survey control.
 JU1920
 JU1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1920.See file dsdata.pdf to determine how the superseded data were derived.
 JU1920
 JU1920_MARKER: B = BOLT
 JU1920_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1920_SP_SET: BRIDGE
 JU1920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1920_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1920+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1920
 JU1920  HISTORY     - Date     Condition        Report By
 JU1920  HISTORY     - UNK      MONUMENTED       PRR
 JU1920  HISTORY     - 1963     GOOD             CGS
 JU1920  HISTORY     - 1971     GOOD             NGS
 JU1920  HISTORY     - 1979     GOOD             NGS
 JU1920  HISTORY     - 20060703 MARK NOT FOUND   USPSQD
 JU1920  HISTORY     - 20110223 GOOD             INDIV
 JU1920  HISTORY     - 20130711 GOOD             DELCOS
 JU1920
 JU1920                          STATION DESCRIPTION
 JU1920
 JU1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1920'2 MI N FROM KIRKWOOD.
 JU1920'2.05 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1920'CROSSING OF STATE HIGHWAY 71 AT KIRKWOOD, ABOUT 0.1 MILE NORTH
 JU1920'OF A ROAD CROSSING AT THE SMALL COMMUNITY OF PORTER, SET ON
 JU1920'TOP OF A SMALL CONCRETE BLOCK ON TOP OF TOP STONE OF THE
 JU1920'NORTHEAST WING WALL OF BRIDGE 14.29 OVER A BRANCH OF RED LION
 JU1920'CREEK, 21 FEET EAST OF EAST RAIL, 3 FEET BELOW LEVEL OF TRACK,
 JU1920'AND IS A COPPER BOLT MARKED BY THE NUMBER 10 CHISELED IN THE
 JU1920'CONCRETE.
 JU1920
 JU1920                          STATION RECOVERY (1971)
 JU1920
 JU1920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JU1920'RECOVERED IN GOOD CONDITION.
 JU1920
 JU1920                          STATION RECOVERY (1979)
 JU1920
 JU1920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1920'RECOVERED IN GOOD CONDITION.
 JU1920
 JU1920                          STATION RECOVERY (2006)
 JU1920
 JU1920'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 JU1920'ROADWAY HAS BEEN WIDENED AND BRIDGE HAS BEEN REPLACED.
 JU1920
 JU1920                          STATION RECOVERY (2011)
 JU1920
 JU1920'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RFH)
 JU1920'RECOVERED AS DESCRIBED
 JU1920
 JU1920                          STATION RECOVERY (2013)
 JU1920
 JU1920'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1920'PIPE RESTRICTS ACCESS TO BOLT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1925 ***********************************************************************
 JU1925  DESIGNATION -  11
 JU1925  PID         -  JU1925
 JU1925  STATE/COUNTY-  DE/NEW CASTLE
 JU1925  COUNTRY     -  US
 JU1925  USGS QUAD   -  SAINT GEORGES (2016)
 JU1925
 JU1925                         *CURRENT SURVEY CONTROL
 JU1925  ______________________________________________________________________
 JU1925* NAD 83(1986) POSITION- 39 34 44.1    (N) 075 41 42.1    (W)   HD_HELD2
 JU1925* NAVD 88 ORTHO HEIGHT -    16.953 (meters)       55.62  (feet) ADJUSTED
 JU1925  ______________________________________________________________________
 JU1925  GEOID HEIGHT    -        -33.186 (meters)                     GEOID18
 JU1925  DYNAMIC HEIGHT  -         16.945 (meters)       55.59  (feet) COMP
 JU1925  MODELED GRAVITY -    980,149.2   (mgal)                       NAVD 88
 JU1925
 JU1925  VERT ORDER      -  FIRST     CLASS I
 JU1925
 JU1925.The horizontal coordinates were established by autonomous hand held GPS
 JU1925.observations and have an estimated accuracy of +/- 10 meters.
 JU1925
 JU1925.The orthometric height was determined by differential leveling and
 JU1925.adjusted by the NATIONAL GEODETIC SURVEY
 JU1925.in June 1991.
 JU1925
 JU1925.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1925.GEOID18 height accuracy estimate available here.
 JU1925
 JU1925.Click photographs - Photos may exist for this station.
 JU1925
 JU1925.The dynamic height is computed by dividing the NAVD 88
 JU1925.geopotential number by the normal gravity value computed on the
 JU1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1925.degrees latitude (g = 980.6199 gals.).
 JU1925
 JU1925.The modeled gravity was interpolated from observed gravity values.
 JU1925
 JU1925;                    North         East    Units  Estimated Accuracy
 JU1925;SPC DE       -   175,314.      176,084.      MT  (+/- 10 meters HH2 GPS)
 JU1925
 JU1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4030981253(NAD 83)
 JU1925
 JU1925                          SUPERSEDED SURVEY CONTROL
 JU1925
 JU1925  NGVD 29 (11/26/84)   17.193  (m)           56.41   (f) ADJUSTED    1 1
 JU1925
 JU1925.Superseded values are not recommended for survey control.
 JU1925
 JU1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1925.See file dsdata.pdf to determine how the superseded data were derived.
 JU1925
 JU1925_MARKER: B = BOLT
 JU1925_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1925_SP_SET: BRIDGE SEAT
 JU1925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1925_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1925+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1925
 JU1925  HISTORY     - Date     Condition        Report By
 JU1925  HISTORY     - UNK      MONUMENTED       PRR
 JU1925  HISTORY     - 1963     GOOD             CGS
 JU1925  HISTORY     - 1981     GOOD             UDE
 JU1925  HISTORY     - 20000304 GOOD             USPSQD
 JU1925  HISTORY     - 20130711 GOOD             DELCOS
 JU1925
 JU1925                          STATION DESCRIPTION
 JU1925
 JU1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1925'0.6 MI N FROM KIRKWOOD.
 JU1925'0.55 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE CROSSING
 JU1925'OF STATE HIGHWAY 71 AT KIRKWOOD, ABOUT 0.15 MILE NORTH OF MILEPOST
 JU1925'16, AT BRIDGE NUMBER 15.85 OVER A DIRT ROAD AND AT THE NORTHEAST
 JU1925'CORNER OF THE BRIDGE, 20 FEET EAST OF THE EAST RAIL, 5 FEET
 JU1925'LOWER THAN THE TRACK, AND IS A COPPER BOLT SET IN THE BRIDGE
 JU1925'SEAT OUTLINED WITH A CHISELED SQUARE AND MARKED BY THE CHISELED
 JU1925'LETTERS AND NUMBERS BM 11.
 JU1925
 JU1925                          STATION RECOVERY (1981)
 JU1925
 JU1925'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1925'RECOVERED IN GOOD CONDITION.
 JU1925
 JU1925                          STATION RECOVERY (2000)
 JU1925
 JU1925'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU1925'RECOVERED IN GOOD CONDITION.
 JU1925
 JU1925                          STATION RECOVERY (2013)
 JU1925
 JU1925'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1925'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1930 ***********************************************************************
 JU1930  DESIGNATION -  11 10
 JU1930  PID         -  JU1930
 JU1930  STATE/COUNTY-  DE/NEW CASTLE
 JU1930  COUNTRY     -  US
 JU1930  USGS QUAD   -  SAINT GEORGES (2016)
 JU1930
 JU1930                         *CURRENT SURVEY CONTROL
 JU1930  ______________________________________________________________________
 JU1930* NAD 83(1986) POSITION- 39 32 45.     (N) 075 42 09.     (W)   SCALED
 JU1930* NAVD 88 ORTHO HEIGHT -    16.018 (meters)       52.55  (feet) ADJUSTED
 JU1930  ______________________________________________________________________
 JU1930  GEOID HEIGHT    -        -33.287 (meters)                     GEOID18
 JU1930  DYNAMIC HEIGHT  -         16.010 (meters)       52.53  (feet) COMP
 JU1930  MODELED GRAVITY -    980,139.8   (mgal)                       NAVD 88
 JU1930
 JU1930  VERT ORDER      -  FIRST     CLASS I
 JU1930
 JU1930.The horizontal coordinates were scaled from a map and have
 JU1930.an estimated accuracy of +/- 6 seconds.
 JU1930
 JU1930.The orthometric height was determined by differential leveling and
 JU1930.adjusted by the NATIONAL GEODETIC SURVEY
 JU1930.in June 1991.
 JU1930
 JU1930.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1930.GEOID18 height accuracy estimate available here.
 JU1930
 JU1930.Click photographs - Photos may exist for this station.
 JU1930
 JU1930.The dynamic height is computed by dividing the NAVD 88
 JU1930.geopotential number by the normal gravity value computed on the
 JU1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1930.degrees latitude (g = 980.6199 gals.).
 JU1930
 JU1930.The modeled gravity was interpolated from observed gravity values.
 JU1930
 JU1930;                    North         East    Units  Estimated Accuracy
 JU1930;SPC DE       -   171,640.      175,430.      MT  (+/- 180 meters Scaled)
 JU1930
 JU1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ396775(NAD 83)
 JU1930
 JU1930                          SUPERSEDED SURVEY CONTROL
 JU1930
 JU1930  NGVD 29 (11/26/84)   16.258  (m)           53.34   (f) ADJUSTED    1 1
 JU1930
 JU1930.Superseded values are not recommended for survey control.
 JU1930
 JU1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1930.See file dsdata.pdf to determine how the superseded data were derived.
 JU1930
 JU1930_MARKER: B = BOLT
 JU1930_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1930_SP_SET: BRIDGE
 JU1930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1930
 JU1930  HISTORY     - Date     Condition        Report By
 JU1930  HISTORY     - UNK      MONUMENTED       PRR
 JU1930  HISTORY     - 1963     GOOD             CGS
 JU1930  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1930
 JU1930                          STATION DESCRIPTION
 JU1930
 JU1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1930'1.7 MI S FROM KIRKWOOD.
 JU1930'1.7 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1930'CROSSING OF STATE HIGHWAY 71 AT KIRKWOOD, AT THE SOUTH END OF
 JU1930'THE RAILROAD DRAWBRIDGE OVER THE CHESAPEAKE AND DELAWARE CANAL,
 JU1930'SET ON TOP OF THE SOUTHWEST CONCRETE WING WALL, 12 FEET WEST
 JU1930'OF WEST RAIL, AND ABOUT LEVEL WITH TRACK.
 JU1930
 JU1930                          STATION RECOVERY (1981)
 JU1930
 JU1930'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1930'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1062 ***********************************************************************
 JU1062  DESIGNATION -  13
 JU1062  PID         -  JU1062
 JU1062  STATE/COUNTY-  DE/KENT
 JU1062  COUNTRY     -  US
 JU1062  USGS QUAD   -  FREDERICA (2016)
 JU1062
 JU1062                         *CURRENT SURVEY CONTROL
 JU1062  ______________________________________________________________________
 JU1062* NAD 83(1986) POSITION- 39 07 11.     (N) 075 28 37.     (W)   SCALED
 JU1062* NAVD 88 ORTHO HEIGHT -     5.265 (meters)       17.27  (feet) ADJUSTED
 JU1062  ______________________________________________________________________
 JU1062  GEOID HEIGHT    -        -34.609 (meters)                     GEOID18
 JU1062  DYNAMIC HEIGHT  -          5.262 (meters)       17.26  (feet) COMP
 JU1062  MODELED GRAVITY -    980,078.1   (mgal)                       NAVD 88
 JU1062
 JU1062  VERT ORDER      -  FIRST     CLASS I
 JU1062
 JU1062.The horizontal coordinates were scaled from a map and have
 JU1062.an estimated accuracy of +/- 6 seconds.
 JU1062
 JU1062.The orthometric height was determined by differential leveling and
 JU1062.adjusted by the NATIONAL GEODETIC SURVEY
 JU1062.in June 1991.
 JU1062
 JU1062.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1062.GEOID18 height accuracy estimate available here.
 JU1062
 JU1062.Click photographs - Photos may exist for this station.
 JU1062
 JU1062.The dynamic height is computed by dividing the NAVD 88
 JU1062.geopotential number by the normal gravity value computed on the
 JU1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1062.degrees latitude (g = 980.6199 gals.).
 JU1062
 JU1062.The modeled gravity was interpolated from observed gravity values.
 JU1062
 JU1062;                    North         East    Units  Estimated Accuracy
 JU1062;SPC DE       -   124,300.      194,790.      MT  (+/- 180 meters Scaled)
 JU1062
 JU1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ587301(NAD 83)
 JU1062
 JU1062                          SUPERSEDED SURVEY CONTROL
 JU1062
 JU1062  NGVD 29 (11/26/84)    5.502  (m)           18.05   (f) ADJUSTED    1 1
 JU1062
 JU1062.Superseded values are not recommended for survey control.
 JU1062
 JU1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1062.See file dsdata.pdf to determine how the superseded data were derived.
 JU1062
 JU1062_MARKER: DD = SURVEY DISK
 JU1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1062_STAMPING: 13
 JU1062_MARK LOGO: USACE
 JU1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1062+STABILITY: SURFACE MOTION
 JU1062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1062+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1990
 JU1062
 JU1062  HISTORY     - Date     Condition        Report By
 JU1062  HISTORY     - UNK      MONUMENTED       USACE
 JU1062  HISTORY     - 1963     GOOD             CGS
 JU1062  HISTORY     - 19901105 GOOD             NGS
 JU1062  HISTORY     - 19910801 MARK NOT FOUND   USGS
 JU1062
 JU1062                          STATION DESCRIPTION
 JU1062
 JU1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1062'AT DOVER.
 JU1062'AT THE NORTH CORNER OF THE BASE GOLF COURSE ALONG THE SOUTHWEST
 JU1062'SIDE OF U.S. HIGHWAY 113, IN LINE WITH THE TEE AT THE NORTH
 JU1062'CORNER, 215 FEET SOUTHWEST OF CENTERLINE OF THE HIGHWAY, 188.5
 JU1062'FEET NORTHEAST OF THE NORTH CORNER OF THE OFFICERS CLUB SWIMMING
 JU1062'POOL, 1 FOOT NORTHWEST OF A STEEL WITNESS POST, AND SET IN THE
 JU1062'TOP OF A CONCRETE POST FLUSH WITH GROUND.
 JU1062
 JU1062                          STATION RECOVERY (1990)
 JU1062
 JU1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU1062'IN DOVER, AT THE INTERSECTION OF FOURTEENTH STREET AND U.S. HIGHWAY
 JU1062'113, NEAR THE NORTH CORNER OF THE DOVER AIR FORCE BASE OFFICERS GOLF
 JU1062'COURSE, 75.5 M (247.7 FT) SOUTHEAST OF THE SOUTHEAST CURB OF THE
 JU1062'STREET, 69.9 M (229.3 FT) NORTH OF THE EAST CORNER OF A FENCE AROUND
 JU1062'A SWIMMING POOL, 65.5 M (214.9 FT) SOUTHWEST OF AND LEVEL WITH THE
 JU1062'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 57.5 M (188.6 FT)
 JU1062'NORTHEAST OF THE NORTH CORNER OF A SWIMMING POOL BUILDING, 50.0 M
 JU1062'(164.0 FT) EAST-SOUTHEAST OF THE EAST CORNER OF A PARKING LOT, AND
 JU1062'THE MONUMENT IS RECESSED 0.02 M (0.07 FT) BELOW THE GROUND SURFACE.
 JU1062
 JU1062                          STATION RECOVERY (1991)
 JU1062
 JU1062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1062'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1923 ***********************************************************************
 JU1923  DESIGNATION -  14/54
 JU1923  PID         -  JU1923
 JU1923  STATE/COUNTY-  DE/NEW CASTLE
 JU1923  COUNTRY     -  US
 JU1923  USGS QUAD   -  SAINT GEORGES (2016)
 JU1923
 JU1923                         *CURRENT SURVEY CONTROL
 JU1923  ______________________________________________________________________
 JU1923* NAD 83(1986) POSITION- 39 35 51.9    (N) 075 41 27.5    (W)   HD_HELD2
 JU1923* NAVD 88 ORTHO HEIGHT -    18.872 (meters)       61.92  (feet) ADJUSTED
 JU1923  ______________________________________________________________________
 JU1923  GEOID HEIGHT    -        -33.137 (meters)                     GEOID18
 JU1923  DYNAMIC HEIGHT  -         18.863 (meters)       61.89  (feet) COMP
 JU1923  MODELED GRAVITY -    980,153.4   (mgal)                       NAVD 88
 JU1923
 JU1923  VERT ORDER      -  FIRST     CLASS I
 JU1923
 JU1923.The horizontal coordinates were established by autonomous hand held GPS
 JU1923.observations and have an estimated accuracy of +/- 10 meters.
 JU1923
 JU1923.The orthometric height was determined by differential leveling and
 JU1923.adjusted by the NATIONAL GEODETIC SURVEY
 JU1923.in June 1991.
 JU1923
 JU1923.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1923.GEOID18 height accuracy estimate available here.
 JU1923
 JU1923.Click photographs - Photos may exist for this station.
 JU1923
 JU1923.The dynamic height is computed by dividing the NAVD 88
 JU1923.geopotential number by the normal gravity value computed on the
 JU1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1923.degrees latitude (g = 980.6199 gals.).
 JU1923
 JU1923.The modeled gravity was interpolated from observed gravity values.
 JU1923
 JU1923;                    North         East    Units  Estimated Accuracy
 JU1923;SPC DE       -   177,404.      176,439.      MT  (+/- 10 meters HH2 GPS)
 JU1923
 JU1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4067383340(NAD 83)
 JU1923
 JU1923                          SUPERSEDED SURVEY CONTROL
 JU1923
 JU1923  NGVD 29 (11/26/84)   19.111  (m)           62.70   (f) ADJUSTED    1 1
 JU1923
 JU1923.Superseded values are not recommended for survey control.
 JU1923
 JU1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1923.See file dsdata.pdf to determine how the superseded data were derived.
 JU1923
 JU1923_MARKER: B = BOLT
 JU1923_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1923_SP_SET: BRIDGE ABUTMENT
 JU1923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1923
 JU1923  HISTORY     - Date     Condition        Report By
 JU1923  HISTORY     - UNK      MONUMENTED       PRR
 JU1923  HISTORY     - 1963     GOOD             CGS
 JU1923
 JU1923                          STATION DESCRIPTION
 JU1923
 JU1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1923'1.8 MI N FROM KIRKWOOD.
 JU1923'1.8 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1923'CROSSING OF STATE HIGHWAY 71 AT KIRKWOOD, ABOUT 0.4 MILE NORTH
 JU1923'OF MILEPOST 15, ABOUT 0.15 MILE SOUTH OF THE CROSSING OF A BLACK
 JU1923'TOP ROAD AT THE SMALL COMMUNITY OF PORTER, AT BRIDGE 14/54
 JU1923'OVER A BRANCH OF RED LION CREEK, SET ON TOP OF THE WEST END OF
 JU1923'THE NORTH ABUTMENT THE STONE BRIDGE, AND 3 FEET BELOW LEVEL OF
 JU1923'TRACK.  A COPPER BOLT LEADED INTO THE STONE AND MARKED BY A
 JU1923'CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1068 ***********************************************************************
 JU1068  DESIGNATION -  17
 JU1068  PID         -  JU1068
 JU1068  STATE/COUNTY-  DE/NEW CASTLE
 JU1068  COUNTRY     -  US
 JU1068  USGS QUAD   -  MIDDLETOWN (2016)
 JU1068
 JU1068                         *CURRENT SURVEY CONTROL
 JU1068  ______________________________________________________________________
 JU1068* NAD 83(1986) POSITION- 39 26 58.     (N) 075 43 16.     (W)   SCALED
 JU1068* NAVD 88 ORTHO HEIGHT -    19.386 (meters)       63.60  (feet) ADJUSTED
 JU1068  ______________________________________________________________________
 JU1068  GEOID HEIGHT    -        -33.519 (meters)                     GEOID18
 JU1068  DYNAMIC HEIGHT  -         19.377 (meters)       63.57  (feet) COMP
 JU1068  MODELED GRAVITY -    980,120.0   (mgal)                       NAVD 88
 JU1068
 JU1068  VERT ORDER      -  FIRST     CLASS I
 JU1068
 JU1068.The horizontal coordinates were scaled from a map and have
 JU1068.an estimated accuracy of +/- 6 seconds.
 JU1068
 JU1068.The orthometric height was determined by differential leveling and
 JU1068.adjusted by the NATIONAL GEODETIC SURVEY
 JU1068.in June 1991.
 JU1068
 JU1068.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1068.GEOID18 height accuracy estimate available here.
 JU1068
 JU1068.Click photographs - Photos may exist for this station.
 JU1068
 JU1068.The dynamic height is computed by dividing the NAVD 88
 JU1068.geopotential number by the normal gravity value computed on the
 JU1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1068.degrees latitude (g = 980.6199 gals.).
 JU1068
 JU1068.The modeled gravity was interpolated from observed gravity values.
 JU1068
 JU1068;                    North         East    Units  Estimated Accuracy
 JU1068;SPC DE       -   160,950.      173,800.      MT  (+/- 180 meters Scaled)
 JU1068
 JU1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ379669(NAD 83)
 JU1068
 JU1068                          SUPERSEDED SURVEY CONTROL
 JU1068
 JU1068  NGVD 29 (11/26/84)   19.626  (m)           64.39   (f) ADJUSTED    1 1
 JU1068
 JU1068.Superseded values are not recommended for survey control.
 JU1068
 JU1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1068.See file dsdata.pdf to determine how the superseded data were derived.
 JU1068
 JU1068_MARKER: B = BOLT
 JU1068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1068_SP_SET: DOORSILL
 JU1068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1068
 JU1068  HISTORY     - Date     Condition        Report By
 JU1068  HISTORY     - UNK      MONUMENTED       PRR
 JU1068  HISTORY     - 1963     GOOD             CGS
 JU1068  HISTORY     - 1981     GOOD             UDE
 JU1068  HISTORY     - 19891106 MARK NOT FOUND   USGS
 JU1068
 JU1068                          STATION DESCRIPTION
 JU1068
 JU1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1068'AT MIDDLETOWN.
 JU1068'AT MIDDLETOWN, ALONG THE PENNSYLVANIA RAILROAD, AT THE STATION,
 JU1068'24.5 FEET EAST OF EAST RAIL, 16.5 FEET NORTH OF THE SOUTHWEST
 JU1068'CORNER OF THE ABANDONED STATION, ABOUT LEVEL WITH TRACK, AND IS
 JU1068'A COPPER BOLT SET IN TOP OF THE STONE DOOR SILL OF THE SOUTH
 JU1068'ENTRANCE TO BUILDING.
 JU1068
 JU1068                          STATION RECOVERY (1981)
 JU1068
 JU1068'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1068'RECOVERED IN GOOD CONDITION.
 JU1068
 JU1068                          STATION RECOVERY (1989)
 JU1068
 JU1068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989
 JU1068'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1804 ***********************************************************************
 JU1804  DESIGNATION -  2 70
 JU1804  PID         -  JU1804
 JU1804  STATE/COUNTY-  DE/NEW CASTLE
 JU1804  COUNTRY     -  US
 JU1804  USGS QUAD   -  DELAWARE CITY (2016)
 JU1804
 JU1804                         *CURRENT SURVEY CONTROL
 JU1804  ______________________________________________________________________
 JU1804* NAD 83(1986) POSITION- 39 33 45.     (N) 075 34 06.     (W)   SCALED
 JU1804* NAVD 88 ORTHO HEIGHT -     5.323 (meters)       17.46  (feet) ADJUSTED
 JU1804  ______________________________________________________________________
 JU1804  GEOID HEIGHT    -        -33.420 (meters)                     GEOID18
 JU1804  DYNAMIC HEIGHT  -          5.320 (meters)       17.45  (feet) COMP
 JU1804  MODELED GRAVITY -    980,127.8   (mgal)                       NAVD 88
 JU1804
 JU1804  VERT ORDER      -  FIRST     CLASS I
 JU1804
 JU1804.The horizontal coordinates were scaled from a map and have
 JU1804.an estimated accuracy of +/- 6 seconds.
 JU1804
 JU1804.The orthometric height was determined by differential leveling and
 JU1804.adjusted by the NATIONAL GEODETIC SURVEY
 JU1804.in June 1991.
 JU1804
 JU1804.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1804.GEOID18 height accuracy estimate available here.
 JU1804
 JU1804.Click photographs - Photos may exist for this station.
 JU1804
 JU1804.The dynamic height is computed by dividing the NAVD 88
 JU1804.geopotential number by the normal gravity value computed on the
 JU1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1804.degrees latitude (g = 980.6199 gals.).
 JU1804
 JU1804.The modeled gravity was interpolated from observed gravity values.
 JU1804
 JU1804;                    North         East    Units  Estimated Accuracy
 JU1804;SPC DE       -   173,470.      186,970.      MT  (+/- 180 meters Scaled)
 JU1804
 JU1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ511793(NAD 83)
 JU1804
 JU1804                          SUPERSEDED SURVEY CONTROL
 JU1804
 JU1804  NGVD 29 (01/10/92)    5.782  (m)           18.97   (f) ADJUSTED    1 1
 JU1804  NGVD 29 (??/??/87)    5.782  (m)           18.97   (f) SUPERSEDED  1 1
 JU1804
 JU1804.Superseded values are not recommended for survey control.
 JU1804
 JU1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1804.See file dsdata.pdf to determine how the superseded data were derived.
 JU1804
 JU1804_MARKER: DD = SURVEY DISK
 JU1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1804_STAMPING: 2-70
 JU1804_MARK LOGO: USACE
 JU1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1804+STABILITY: SURFACE MOTION
 JU1804
 JU1804  HISTORY     - Date     Condition        Report By
 JU1804  HISTORY     - UNK      MONUMENTED       USACE
 JU1804  HISTORY     - 1971     GOOD             NGS
 JU1804  HISTORY     - 1979     GOOD             NGS
 JU1804  HISTORY     - 19891030 MARK NOT FOUND   USGS
 JU1804
 JU1804                          STATION DESCRIPTION
 JU1804
 JU1804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JU1804'0.8 MI E FROM REEDY POINT.
 JU1804'ABOUT 0.85 MILE EAST ALONG A GRAVEL ROAD ALONG THE NORTH SIDE
 JU1804'OF THE CHESAPEAKE AND DELAWARE CANAL FROM THE STATE HIGHWAY 9
 JU1804'BRIDGE OVER THE CANAL AT REEDY POINT, ON THE 3RD LEVEL OF THE
 JU1804'LEVEE ON THE NORTH SIDE OF THE CANAL, 112 FEET NORTH OF THE
 JU1804'CENTER LINE AT THE EAST END OF THE GRAVEL ROAD ON THE 2ND
 JU1804'LEVEL OF THE LEVEE, 31 FEET WEST OF THE EAST END OF THE 3RD
 JU1804'LEVEL OF THE LEVEE, 225 1/2 FEET NORTHWEST OF AND ACROSS THE
 JU1804'ROAD ON THE FIRST LEVEL OF THE LEVEE FROM POWER LINE POLE NO.
 JU1804'55, 3 FEET SOUTH OF A METAL WITNESS POST, 8 FEET ABOVE THE
 JU1804'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JU1804'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 JU1804
 JU1804                          STATION RECOVERY (1979)
 JU1804
 JU1804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1804'RECOVERED IN GOOD CONDITION.
 JU1804
 JU1804                          STATION RECOVERY (1989)
 JU1804
 JU1804'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989
 JU1804'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0048 ***********************************************************************
 HU0048  DESIGNATION -  2 A
 HU0048  PID         -  HU0048
 HU0048  STATE/COUNTY-  DE/SUSSEX
 HU0048  COUNTRY     -  US
 HU0048  USGS QUAD   -  MISPILLION RIVER (2016)
 HU0048
 HU0048                         *CURRENT SURVEY CONTROL
 HU0048  ______________________________________________________________________
 HU0048* NAD 83(1986) POSITION- 38 56 50.     (N) 075 18 55.     (W)   SCALED
 HU0048* NAVD 88 ORTHO HEIGHT -     1.035 (meters)        3.40  (feet) ADJUSTED
 HU0048  ______________________________________________________________________
 HU0048  GEOID HEIGHT    -        -35.290 (meters)                     GEOID18
 HU0048  DYNAMIC HEIGHT  -          1.034 (meters)        3.39  (feet) COMP
 HU0048  MODELED GRAVITY -    980,050.7   (mgal)                       NAVD 88
 HU0048
 HU0048  VERT ORDER      -  FIRST     CLASS II
 HU0048
 HU0048.The horizontal coordinates were scaled from a map and have
 HU0048.an estimated accuracy of +/- 6 seconds.
 HU0048
 HU0048.The orthometric height was determined by differential leveling and
 HU0048.adjusted by the NATIONAL GEODETIC SURVEY
 HU0048.in June 1991.
 HU0048
 HU0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0048.GEOID18 height accuracy estimate available here.
 HU0048
 HU0048.Click photographs - Photos may exist for this station.
 HU0048
 HU0048.The dynamic height is computed by dividing the NAVD 88
 HU0048.geopotential number by the normal gravity value computed on the
 HU0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0048.degrees latitude (g = 980.6199 gals.).
 HU0048
 HU0048.The modeled gravity was interpolated from observed gravity values.
 HU0048
 HU0048;                    North         East    Units  Estimated Accuracy
 HU0048;SPC DE       -   105,150.      208,790.      MT  (+/- 180 meters Scaled)
 HU0048
 HU0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ726109(NAD 83)
 HU0048
 HU0048                          SUPERSEDED SURVEY CONTROL
 HU0048
 HU0048  NGVD 29 (11/26/84)    1.286  (m)            4.22   (f) ADJUSTED    1 2
 HU0048
 HU0048.Superseded values are not recommended for survey control.
 HU0048
 HU0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0048.See file dsdata.pdf to determine how the superseded data were derived.
 HU0048
 HU0048_MARKER: V = STONE MONUMENT
 HU0048_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HU0048_SP_SET: BOUNDRY STONE
 HU0048_MARK LOGO: USACE
 HU0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0048
 HU0048  HISTORY     - Date     Condition        Report By
 HU0048  HISTORY     - UNK      MONUMENTED       DOD
 HU0048  HISTORY     - 1962     MARK NOT FOUND   CGS
 HU0048
 HU0048                          STATION DESCRIPTION
 HU0048
 HU0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0048'7.5 MI NE FROM MILTON.
 HU0048'7.3 MILES EAST ALONG THE HIGHWAY TO MISPILLION LIGHTHOUSE FROM
 HU0048'THE HIGHWAY INTERSECTION AT MILFORD, SUSSEX COUNTY, 50 FEET
 HU0048'SOUTHWEST OF THE NEW LIGHTHOUSE, AND ON A GRANITE BOUNDARY STONE
 HU0048'MARKED U S ON THE SIDE AND B M ON THE TOP PROJECTING 8 INCHES
 HU0048'ABOVE THE GROUND.  THE APEX OF THE STONE.  NOTE-- A PARKING LOT
 HU0048'HAS BEEN ESTABLISHED AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0808 ***********************************************************************
 JU0808  DESIGNATION -  20 A
 JU0808  PID         -  JU0808
 JU0808  STATE/COUNTY-  DE/NEW CASTLE
 JU0808  COUNTRY     -  US
 JU0808  USGS QUAD   -  MARCUS HOOK (2019)
 JU0808
 JU0808                         *CURRENT SURVEY CONTROL
 JU0808  ______________________________________________________________________
 JU0808* NAD 83(1986) POSITION- 39 45 19.     (N) 075 29 36.     (W)   SCALED
 JU0808* NAVD 88 ORTHO HEIGHT -     7.192 (meters)       23.60  (feet) ADJUSTED
 JU0808  ______________________________________________________________________
 JU0808  GEOID HEIGHT    -        -32.963 (meters)                     GEOID18
 JU0808  DYNAMIC HEIGHT  -          7.189 (meters)       23.59  (feet) COMP
 JU0808  MODELED GRAVITY -    980,174.0   (mgal)                       NAVD 88
 JU0808
 JU0808  VERT ORDER      -  FIRST     CLASS II
 JU0808
 JU0808.The horizontal coordinates were scaled from a map and have
 JU0808.an estimated accuracy of +/- 6 seconds.
 JU0808
 JU0808.The orthometric height was determined by differential leveling and
 JU0808.adjusted by the NATIONAL GEODETIC SURVEY
 JU0808.in June 1991.
 JU0808
 JU0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0808.GEOID18 height accuracy estimate available here.
 JU0808
 JU0808.Click photographs - Photos may exist for this station.
 JU0808
 JU0808.The dynamic height is computed by dividing the NAVD 88
 JU0808.geopotential number by the normal gravity value computed on the
 JU0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0808.degrees latitude (g = 980.6199 gals.).
 JU0808
 JU0808.The modeled gravity was interpolated from observed gravity values.
 JU0808
 JU0808;                    North         East    Units  Estimated Accuracy
 JU0808;SPC DE       -   194,860.      193,430.      MT  (+/- 180 meters Scaled)
 JU0808
 JU0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK577007(NAD 83)
 JU0808
 JU0808                          SUPERSEDED SURVEY CONTROL
 JU0808
 JU0808  NGVD 29 (11/26/84)    7.456  (m)           24.46   (f) ADJUSTED    1 2
 JU0808
 JU0808.Superseded values are not recommended for survey control.
 JU0808
 JU0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0808.See file dsdata.pdf to determine how the superseded data were derived.
 JU0808
 JU0808_MARKER: B = BOLT
 JU0808_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0808_SP_SET: PIER COPING
 JU0808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0808
 JU0808  HISTORY     - Date     Condition        Report By
 JU0808  HISTORY     - UNK      MONUMENTED       PRR
 JU0808  HISTORY     - 1964     GOOD             CGS
 JU0808  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU0808
 JU0808                          STATION DESCRIPTION
 JU0808
 JU0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0808'0.6 MI NE FROM EDGE MOOR.
 JU0808'0.6 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU0808'STATION AT EDGE MOOR, NEW CASTLE COUNTY, AT GORDON HEIGHTS, AT
 JU0808'THE SITE OF FORMER BRIDGE 23-43, IN THE COPING OF THE NORTH END
 JU0808'OF THE WEST PIER, JUST SOUTH OF CATENARY SUPPORT 23/20, AND 5
 JU0808'FEET HIGHER THAN THE RAIL.  A COPPER BOLT, MARKED BY BM 20A CUT
 JU0808'IN STONE.
 JU0808
 JU0808                          STATION RECOVERY (1981)
 JU0808
 JU0808'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU0808'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1077 ***********************************************************************
 JU1077  DESIGNATION -  21
 JU1077  PID         -  JU1077
 JU1077  STATE/COUNTY-  DE/NEW CASTLE
 JU1077  COUNTRY     -  US
 JU1077  USGS QUAD   -  CLAYTON (2016)
 JU1077
 JU1077                         *CURRENT SURVEY CONTROL
 JU1077  ______________________________________________________________________
 JU1077* NAD 83(1986) POSITION- 39 20 55.     (N) 075 40 02.     (W)   SCALED
 JU1077* NAVD 88 ORTHO HEIGHT -    14.806 (meters)       48.58  (feet) ADJUSTED
 JU1077  ______________________________________________________________________
 JU1077  GEOID HEIGHT    -        -33.698 (meters)                     GEOID18
 JU1077  DYNAMIC HEIGHT  -         14.798 (meters)       48.55  (feet) COMP
 JU1077  MODELED GRAVITY -    980,114.1   (mgal)                       NAVD 88
 JU1077
 JU1077  VERT ORDER      -  FIRST     CLASS I
 JU1077
 JU1077.The horizontal coordinates were scaled from a map and have
 JU1077.an estimated accuracy of +/- 6 seconds.
 JU1077
 JU1077.The orthometric height was determined by differential leveling and
 JU1077.adjusted by the NATIONAL GEODETIC SURVEY
 JU1077.in March 1994.
 JU1077
 JU1077.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1077.GEOID18 height accuracy estimate available here.
 JU1077
 JU1077.Click photographs - Photos may exist for this station.
 JU1077
 JU1077.The dynamic height is computed by dividing the NAVD 88
 JU1077.geopotential number by the normal gravity value computed on the
 JU1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1077.degrees latitude (g = 980.6199 gals.).
 JU1077
 JU1077.The modeled gravity was interpolated from observed gravity values.
 JU1077
 JU1077;                    North         East    Units  Estimated Accuracy
 JU1077;SPC DE       -   149,740.      178,400.      MT  (+/- 180 meters Scaled)
 JU1077
 JU1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ425556(NAD 83)
 JU1077
 JU1077                          SUPERSEDED SURVEY CONTROL
 JU1077
 JU1077  NAVD 88 (06/15/91)   14.820  (m)           48.62   (f) SUPERSEDED  1 1
 JU1077  NGVD 29 (11/26/84)   15.060  (m)           49.41   (f) ADJUSTED    1 1
 JU1077
 JU1077.Superseded values are not recommended for survey control.
 JU1077
 JU1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1077.See file dsdata.pdf to determine how the superseded data were derived.
 JU1077
 JU1077_MARKER: Z = SEE DESCRIPTION
 JU1077_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU1077_SP_SET: HEADWALL
 JU1077_MARK LOGO: PRR
 JU1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1077+STABILITY: SURFACE MOTION
 JU1077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1077+SATELLITE: SATELLITE OBSERVATIONS - November 06, 1990
 JU1077
 JU1077  HISTORY     - Date     Condition        Report By
 JU1077  HISTORY     - UNK      MONUMENTED       PRR
 JU1077  HISTORY     - 1963     GOOD             CGS
 JU1077  HISTORY     - 19901106 GOOD             NGS
 JU1077
 JU1077                          STATION DESCRIPTION
 JU1077
 JU1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1077'4.4 MI N FROM CLAYTON.
 JU1077'4.4 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE CROSSING
 JU1077'OF STATE HIGHWAY 6 AT CLAYTON, ABOUT 0.45 MILE SOUTH OF MILEPOST
 JU1077'32, 21.5 FEET EAST OF EAST RAIL, 2 FEET BELOW LEVEL OF TRACK,
 JU1077'AND IS A COPPER PLUG SET ON TOP OF THE NORTH END OF THE EAST
 JU1077'HEAD WALL OF THE STONE COPING OF A 36-INCH STEEL CULVERT OVER
 JU1077'SANDOM BRANCH OF BLACKBIRD CREEK.
 JU1077
 JU1077                          STATION RECOVERY (1990)
 JU1077
 JU1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU1077'7.0 KM (4.3 MI) NORTHERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 JU1077'OF STATE HIGHWAY 6 (MAIN STREET) IN CLAYTON, AN UNSTAMPED COPPER PLUG
 JU1077'IN TOP OF AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 JU1077'NORTHEAST STONE HEADWALL OF A 36-INCH PIPE CULVERT AT SANDOM BRANCH,
 JU1077'0.9 KM (0.6 MI) SOUTHEAST OF THE INTERSECTION OF BLACKBIRD FOREST
 JU1077'ROAD, 6.6 M (21.7 FT) NORTHEAST OF THE NEAR RAIL, 3.8 M (12.5 FT)
 JU1077'NORTHWEST OF UNDERGROUND CABLE WARNING MARKER NUMBER 277, AND 1.4 M
 JU1077'(4.6 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--BM 21 IS CHISELED IN
 JU1077'THE STONE NEAR THE PLUG.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1371 ***********************************************************************
 JU1371  DESIGNATION -  23
 JU1371  PID         -  JU1371
 JU1371  STATE/COUNTY-  DE/NEW CASTLE
 JU1371  COUNTRY     -  US
 JU1371  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1371
 JU1371                         *CURRENT SURVEY CONTROL
 JU1371  ______________________________________________________________________
 JU1371* NAD 83(1986) POSITION- 39 44 21.     (N) 075 32 14.     (W)   SCALED
 JU1371* NAVD 88 ORTHO HEIGHT -     9.238 (meters)       30.31  (feet) ADJUSTED
 JU1371  ______________________________________________________________________
 JU1371  GEOID HEIGHT    -        -32.950 (meters)                     GEOID18
 JU1371  DYNAMIC HEIGHT  -          9.234 (meters)       30.30  (feet) COMP
 JU1371  MODELED GRAVITY -    980,174.9   (mgal)                       NAVD 88
 JU1371
 JU1371  VERT ORDER      -  FIRST     CLASS I
 JU1371
 JU1371.The horizontal coordinates were scaled from a map and have
 JU1371.an estimated accuracy of +/- 6 seconds.
 JU1371
 JU1371.The orthometric height was determined by differential leveling and
 JU1371.adjusted by the NATIONAL GEODETIC SURVEY
 JU1371.in June 1991.
 JU1371
 JU1371.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1371.GEOID18 height accuracy estimate available here.
 JU1371
 JU1371.Click photographs - Photos may exist for this station.
 JU1371
 JU1371.The dynamic height is computed by dividing the NAVD 88
 JU1371.geopotential number by the normal gravity value computed on the
 JU1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1371.degrees latitude (g = 980.6199 gals.).
 JU1371
 JU1371.The modeled gravity was interpolated from observed gravity values.
 JU1371
 JU1371;                    North         East    Units  Estimated Accuracy
 JU1371;SPC DE       -   193,080.      189,670.      MT  (+/- 180 meters Scaled)
 JU1371
 JU1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ539989(NAD 83)
 JU1371
 JU1371                          SUPERSEDED SURVEY CONTROL
 JU1371
 JU1371  NGVD 29 (01/10/92)    9.501  (m)           31.17   (f) ADJUSTED    1 1
 JU1371  NGVD 29 (??/??/87)    9.501  (m)           31.17   (f) SUPERSEDED  1 1
 JU1371
 JU1371.Superseded values are not recommended for survey control.
 JU1371
 JU1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1371.See file dsdata.pdf to determine how the superseded data were derived.
 JU1371
 JU1371_MARKER: B = BOLT
 JU1371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1371_SP_SET: BRIDGE
 JU1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1371+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2008
 JU1371
 JU1371  HISTORY     - Date     Condition        Report By
 JU1371  HISTORY     - UNK      MONUMENTED       PRR
 JU1371  HISTORY     - 1964     GOOD             CGS
 JU1371  HISTORY     - 1979     GOOD             NGS
 JU1371  HISTORY     - 19980215 GOOD             USPSQD
 JU1371  HISTORY     - 20060718 GOOD             USPSQD
 JU1371  HISTORY     - 20081020 GOOD             DEDT
 JU1371
 JU1371                          STATION DESCRIPTION
 JU1371
 JU1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1371'AT WILMINGTON, 1.0 MILE EAST AND NORTHEAST ALONG THE PENNSYLVANIA
 JU1371'RAILROAD FROM THE STATION, AT THE RAILROAD BRIDGE OVER BRANDYWINE
 JU1371'CREEK, AT MILEPOST 45, SET ON TOP OF THE NORTHEAST END OF THE
 JU1371'SOUTHEAST STONE RETAINING WALL OF THE BRIDGE, 45 FEET
 JU1371'EAST-SOUTHEAST OF THE MILEPOST, 6 FEET SOUTHEAST OF SOUTHEAST
 JU1371'RAIL OF SOUTHEASTERNMOST TRACK, 1/2 FOOT BELOW LEVEL OF TRACK,
 JU1371'AND IS A COPPER BOLT IN A CHISELED SQUARE AND MARKED BY THE
 JU1371'LETTERS AND NUMBER BM 23 CUT IN THE STONE.
 JU1371
 JU1371                          STATION RECOVERY (1979)
 JU1371
 JU1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1371'RECOVERED IN GOOD CONDITION.
 JU1371
 JU1371                          STATION RECOVERY (1998)
 JU1371
 JU1371'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU1371'RECOVERED IN GOOD CONDITION.
 JU1371
 JU1371                          STATION RECOVERY (2006)
 JU1371
 JU1371'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 JU1371'RECOVERED IN GOOD CONDITION.
 JU1371
 JU1371                          STATION RECOVERY (2008)
 JU1371
 JU1371'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (AOK)
 JU1371'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0119 ***********************************************************************
 HU0119  DESIGNATION -  25 RESET
 HU0119  PID         -  HU0119
 HU0119  STATE/COUNTY-  DE/SUSSEX
 HU0119  COUNTRY     -  US
 HU0119  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU0119
 HU0119                         *CURRENT SURVEY CONTROL
 HU0119  ______________________________________________________________________
 HU0119* NAD 83(1986) POSITION- 38 42 52.     (N) 075 05 34.     (W)   SCALED
 HU0119* NAVD 88 ORTHO HEIGHT -     7.187 (meters)       23.58  (feet) ADJUSTED
 HU0119  ______________________________________________________________________
 HU0119  GEOID HEIGHT    -        -35.678 (meters)                     GEOID18
 HU0119  DYNAMIC HEIGHT  -          7.182 (meters)       23.56  (feet) COMP
 HU0119  MODELED GRAVITY -    980,033.4   (mgal)                       NAVD 88
 HU0119
 HU0119  VERT ORDER      -  SECOND    CLASS 0
 HU0119
 HU0119.The horizontal coordinates were scaled from a map and have
 HU0119.an estimated accuracy of +/- 6 seconds.
 HU0119
 HU0119.The orthometric height was determined by differential leveling and
 HU0119.adjusted by the NATIONAL GEODETIC SURVEY
 HU0119.in June 1991.
 HU0119
 HU0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0119.GEOID18 height accuracy estimate available here.
 HU0119
 HU0119.Click photographs - Photos may exist for this station.
 HU0119
 HU0119.The dynamic height is computed by dividing the NAVD 88
 HU0119.geopotential number by the normal gravity value computed on the
 HU0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0119.degrees latitude (g = 980.6199 gals.).
 HU0119
 HU0119.The modeled gravity was interpolated from observed gravity values.
 HU0119
 HU0119;                    North         East    Units  Estimated Accuracy
 HU0119;SPC DE       -    79,360.      228,170.      MT  (+/- 180 meters Scaled)
 HU0119
 HU0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH919850(NAD 83)
 HU0119
 HU0119                          SUPERSEDED SURVEY CONTROL
 HU0119
 HU0119  NGVD 29 (11/26/84)    7.424  (m)           24.36   (f) ADJUSTED    2 0
 HU0119
 HU0119.Superseded values are not recommended for survey control.
 HU0119
 HU0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0119.See file dsdata.pdf to determine how the superseded data were derived.
 HU0119
 HU0119_MARKER: DD = SURVEY DISK
 HU0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0119_SP_SET: BRIDGE
 HU0119_STAMPING: 25 RESET 1941
 HU0119_MARK LOGO: USGS
 HU0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0119
 HU0119  HISTORY     - Date     Condition        Report By
 HU0119  HISTORY     - 1941     MONUMENTED       USGS
 HU0119  HISTORY     - 1961     GOOD             CGS
 HU0119  HISTORY     - 1962     GOOD             CGS
 HU0119  HISTORY     - 19930816 MARK NOT FOUND   USPSQD
 HU0119
 HU0119                          STATION DESCRIPTION
 HU0119
 HU0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HU0119'AT REHOBOTH BEACH.
 HU0119'0.6 MILE WEST ON REHOBOTH AVENUE, (ALTERNATE HIGHWAY 14), FROM THE
 HU0119'POST OFFICE IN REHOBOTH BEACH.  26.6 FEET WEST OF THE NORTHEAST OF
 HU0119'THE CONCRETE ON THE EAST SIDE OF THE BRIDGE OVER THE LEWES AND
 HU0119'REHOBOTH CANAL AND 14 FEET EAST OF THE CENTER LINE OF REHOBOTH
 HU0119'AVENUE.  SET IN A DRILL HOLE IN THE SIDEWALK OVER THE NORTHEAST
 HU0119'PIER OF THE CONCRETE BRIDGE.
 HU0119
 HU0119                          STATION RECOVERY (1962)
 HU0119
 HU0119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HU0119'RECOVERED IN GOOD CONDITION.
 HU0119
 HU0119                          STATION RECOVERY (1993)
 HU0119
 HU0119'RECOVERY NOTE BY US POWER SQUADRON 1993
 HU0119'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4282 ***********************************************************************
 JU4282  DESIGNATION -  25 RESET
 JU4282  PID         -  JU4282
 JU4282  STATE/COUNTY-  DE/SUSSEX
 JU4282  COUNTRY     -  US
 JU4282  USGS QUAD   -  REHOBOTH BEACH (2016)
 JU4282
 JU4282                         *CURRENT SURVEY CONTROL
 JU4282  ______________________________________________________________________
 JU4282* NAD 83(1986) POSITION- 38 42 52.5    (N) 075 05 33.3    (W)   HD_HELD2
 JU4282* NAVD 88 ORTHO HEIGHT -     7.61  (meters)       25.0   (feet) RESET
 JU4282  ______________________________________________________________________
 JU4282  GEOID HEIGHT    -        -35.678 (meters)                     GEOID18
 JU4282  VERT ORDER      -  THIRD
 JU4282
 JU4282.The horizontal coordinates were established by autonomous hand held GPS
 JU4282.observations and have an estimated accuracy of +/- 10 meters.
 JU4282
 JU4282.The orthometric height was computed from unverified reset data.
 JU4282
 JU4282.No vertical observational check was made to the station.
 JU4282
 JU4282.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4282.GEOID18 height accuracy estimate available here.
 JU4282
 JU4282.Click photographs - Photos may exist for this station.
 JU4282
 JU4282;                    North         East    Units  Estimated Accuracy
 JU4282;SPC DE       -    79,371.      228,187.      MT  (+/- 10 meters HH2 GPS)
 JU4282
 JU4282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9195085108(NAD 83)
 JU4282
 JU4282                          SUPERSEDED SURVEY CONTROL
 JU4282
 JU4282  NGVD 29 (05/17/01)    7.85   (m)           25.8    (f) RESET       3  
 JU4282
 JU4282.Superseded values are not recommended for survey control.
 JU4282
 JU4282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4282.See file dsdata.pdf to determine how the superseded data were derived.
 JU4282
 JU4282_MARKER: DV = VERTICAL CONTROL DISK
 JU4282_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4282_SP_SET: APPROACH SLAB
 JU4282_STAMPING: 25 RESET 1986
 JU4282_MARK LOGO: NGS
 JU4282_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4282+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 JU4282
 JU4282  HISTORY     - Date     Condition        Report By
 JU4282  HISTORY     - 1986     MONUMENTED       DEDHT
 JU4282  HISTORY     - 19930816 GOOD             USPSQD
 JU4282  HISTORY     - 20061007 GOOD             GEOCAC
 JU4282  HISTORY     - 20120210 GOOD             DELCOS
 JU4282
 JU4282                          STATION DESCRIPTION
 JU4282
 JU4282'DESCRIBED BY DE DEPT OF HIGHWAYS 1986
 JU4282'0.6 MILES (1.0 KM) WEST ON REHOBOTH AVENUE FROM THE POST OFFICE IN
 JU4282'REHOBOTH BEACH, AT THE DRAWBRIDGE NUMBER 153 OVER THE LEWIS AND
 JU4282'REHOBOTH CANAL, SET IN THE SOUTHWEST OF THE NORTHEAST END OF BRIDGE,
 JU4282'8.15 FEET (2.48 M) NORTH OF FACE OF CURB, 19.8 FEET (6.0 M) EAST OF
 JU4282'3.45 FEET (1.05 M) X 3.45 FEET (1.05 M) STEEL HATCH DOOR IN
 JU4282'SOUTHWEST, 72 FEET (21.9 M) NORTH OF NORTHEAST CORNER OF BRIDGE
 JU4282'CONTROL ROOM, AND 0.7 FEET (21.3 CM) ABOVE ROADWAY SURFACE.
 JU4282
 JU4282                          STATION RECOVERY (1993)
 JU4282
 JU4282'RECOVERY NOTE BY US POWER SQUADRON 1993
 JU4282'RECOVERED IN GOOD CONDITION.
 JU4282
 JU4282                          STATION RECOVERY (2006)
 JU4282
 JU4282'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 JU4282'MARK IS SET ABOUT 5 FEET SW OF THE ALCOVE CONTAINING THE GATE FOR
 JU4282'WESTBOUND TRAFFIC AT THE NE END OF THE BRIDGE.
 JU4282
 JU4282                          STATION RECOVERY (2012)
 JU4282
 JU4282'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU4282'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1087 ***********************************************************************
 JU1087  DESIGNATION -  26
 JU1087  PID         -  JU1087
 JU1087  STATE/COUNTY-  DE/KENT
 JU1087  COUNTRY     -  US
 JU1087  USGS QUAD   -  CLAYTON (2016)
 JU1087
 JU1087                         *CURRENT SURVEY CONTROL
 JU1087  ______________________________________________________________________
 JU1087* NAD 83(1986) POSITION- 39 17 09.85   (N) 075 37 47.77   (W)   HD_HELD1
 JU1087* NAVD 88 ORTHO HEIGHT -    11.681 (meters)       38.32  (feet) ADJUSTED
 JU1087  ______________________________________________________________________
 JU1087  GEOID HEIGHT    -        -33.860 (meters)                     GEOID18
 JU1087  DYNAMIC HEIGHT  -         11.675 (meters)       38.30  (feet) COMP
 JU1087  MODELED GRAVITY -    980,107.6   (mgal)                       NAVD 88
 JU1087
 JU1087  VERT ORDER      -  FIRST     CLASS I
 JU1087
 JU1087.The horizontal coordinates were determined by differentially corrected
 JU1087.hand held GPS observations or other comparable positioning techniques
 JU1087.and have an estimated accuracy of +/- 3 meters.
 JU1087
 JU1087.The orthometric height was determined by differential leveling and
 JU1087.adjusted by the NATIONAL GEODETIC SURVEY
 JU1087.in June 1991.
 JU1087
 JU1087.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1087.GEOID18 height accuracy estimate available here.
 JU1087
 JU1087.Click photographs - Photos may exist for this station.
 JU1087
 JU1087.The dynamic height is computed by dividing the NAVD 88
 JU1087.geopotential number by the normal gravity value computed on the
 JU1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1087.degrees latitude (g = 980.6199 gals.).
 JU1087
 JU1087.The modeled gravity was interpolated from observed gravity values.
 JU1087
 JU1087;                    North         East    Units  Estimated Accuracy
 JU1087;SPC DE       -   142,785.9     181,599.9     MT  (+/- 3 meters HH1 GPS) 
 JU1087
 JU1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4567248711(NAD 83)
 JU1087
 JU1087                          SUPERSEDED SURVEY CONTROL
 JU1087
 JU1087  NGVD 29 (11/26/84)   11.920  (m)           39.11   (f) ADJUSTED    1 1
 JU1087
 JU1087.Superseded values are not recommended for survey control.
 JU1087
 JU1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1087.See file dsdata.pdf to determine how the superseded data were derived.
 JU1087
 JU1087_MARKER: L = ABSOLUTE GRAVITY STATION PLUG
 JU1087_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU1087_SP_SET: CULVERT HEADWALL
 JU1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1087+STABILITY: SURFACE MOTION
 JU1087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1087+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2011
 JU1087
 JU1087  HISTORY     - Date     Condition        Report By
 JU1087  HISTORY     - UNK      MONUMENTED       PRR
 JU1087  HISTORY     - 1963     GOOD             CGS
 JU1087  HISTORY     - 1981     GOOD             UDE
 JU1087  HISTORY     - 20020615 GOOD             USPSQD
 JU1087  HISTORY     - 20100124 GOOD             BECMOR
 JU1087  HISTORY     - 20111005 GOOD             NGS
 JU1087  HISTORY     - 20120321 GOOD             LOCSUR
 JU1087
 JU1087                          STATION DESCRIPTION
 JU1087
 JU1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1087'0.5 MI S FROM CLAYTON.
 JU1087'0.5 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1087'CROSSING OF STATE HIGHWAY 6 AT CLAYTON, ABOUT 107 YARDS NORTH
 JU1087'OF THE CROSSING OF STATE HIGHWAY 300, SET ON TOP OF THE
 JU1087'EAST STONE HEAD WALL FOR A CULVERT OVER DUCK CREEK, 8 FEET
 JU1087'SOUTH OF THE NORTH END OF THE HEAD WALL, 22 FEET EAST OF
 JU1087'EAST RAIL OF THE MAIN TRACK, AND 2 FEET BELOW LEVEL OF TRACK.
 JU1087'A COPPER PLUG.
 JU1087
 JU1087                          STATION RECOVERY (1981)
 JU1087
 JU1087'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1087'RECOVERED IN GOOD CONDITION.
 JU1087
 JU1087                          STATION RECOVERY (2002)
 JU1087
 JU1087'RECOVERY NOTE BY US POWER SQUADRON 2002 (GB)
 JU1087'RECOVERED IN GOOD CONDITION.
 JU1087
 JU1087                          STATION RECOVERY (2010)
 JU1087
 JU1087'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1087'RECOVERED IN GOOD CONDITION.
 JU1087
 JU1087                          STATION RECOVERY (2011)
 JU1087
 JU1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (DRD)
 JU1087'RECOVERED IN GOOD CONDITION.
 JU1087
 JU1087                          STATION RECOVERY (2012)
 JU1087
 JU1087'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2012
 JU1087'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AF7891 ***********************************************************************
 AF7891  DESIGNATION -  27 WO TT
 AF7891  PID         -  AF7891
 AF7891  STATE/COUNTY-  DE/NEW CASTLE
 AF7891  COUNTRY     -  US
 AF7891  USGS QUAD   -  WILMINGTON NORTH (2016)
 AF7891
 AF7891                         *CURRENT SURVEY CONTROL
 AF7891  ______________________________________________________________________
 AF7891* NAD 83(1991) POSITION- 39 49 18.78101(N) 075 36 59.75933(W)   ADJUSTED
 AF7891* NAVD 88 ORTHO HEIGHT -   132.70  (+/-2cm)      435.4   (feet) VERTCON3
 AF7891  ______________________________________________________________________
 AF7891  GEOID HEIGHT    -        -32.903 (meters)                     GEOID18
 AF7891  LAPLACE CORR    -          1.68  (seconds)                    DEFLEC18
 AF7891  HORZ ORDER      -  THIRD
 AF7891  VERT ORDER      -  THIRD (See Below)
 AF7891
 AF7891.The horizontal coordinates were established by classical geodetic methods
 AF7891.and adjusted by the National Geodetic Survey in March 1999.
 AF7891
 AF7891.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF7891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF7891
 AF7891.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7891.GEOID18 height accuracy estimate available here.
 AF7891
 AF7891.The vertical order pertains to the NGVD 29 superseded value.
 AF7891
 AF7891.Click photographs - Photos may exist for this station.
 AF7891
 AF7891.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF7891
 AF7891. The following values were computed from the NAD 83(1991) position.
 AF7891
 AF7891;                    North         East     Units Scale Factor Converg.
 AF7891;SPC DE       -   202,272.343   182,882.740   MT  0.99999861   -0 07 40.9
 AF7891;SPC DE       -   663,621.85    600,007.79   sFT  0.99999861   -0 07 40.9
 AF7891;UTM  18      - 4,408,170.189   447,230.542   MT  0.99963428   -0 23 41.6
 AF7891
 AF7891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7891!SPC DE       -   0.99998434  x   0.99999861  =   0.99998295
 AF7891!UTM  18      -   0.99998434  x   0.99963428  =   0.99961863
 AF7891
 AF7891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK4723008170(NAD 83)
 AF7891
 AF7891                          SUPERSEDED SURVEY CONTROL
 AF7891
 AF7891  NGVD 29             133.00   (m)          436.4    (f) LEVELING    3  
 AF7891
 AF7891.Superseded values are not recommended for survey control.
 AF7891
 AF7891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7891.See file dsdata.pdf to determine how the superseded data were derived.
 AF7891
 AF7891_MARKER: DB = BENCH MARK DISK
 AF7891_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF7891_SP_SET: STEP
 AF7891_STAMPING: TT 456 WO27 1934
 AF7891_MARK LOGO: USGS
 AF7891_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF7891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF7891+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 AF7891
 AF7891  HISTORY     - Date     Condition        Report By
 AF7891  HISTORY     - 1934     MONUMENTED       USGS
 AF7891  HISTORY     - 19820615 GOOD             NGS
 AF7891  HISTORY     - 20060305 GOOD             USPSQD
 AF7891  HISTORY     - 20130711 GOOD             DELCOS
 AF7891
 AF7891                          STATION DESCRIPTION
 AF7891
 AF7891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AF7891'THIS U.S GEOLOGICAL SURVEY DISK WAS RECOVERED AND FOUND IN GOOD
 AF7891'CONDITION.  CENTERVILLE, 105 FT (32.0 M) N AND 50 FT (15.2 M) E OF
 AF7891'INTERSECTIONAT STORE OF H.  T.  CONNER, IN E END OF FIRST CONCRETE
 AF7891'STEP BELOW LEVEL OF CONCRETE PORCH FLOOR, IN CONCRETE POST.  STANDARD
 AF7891'TABLET STAMPED 27 WO 1034.
 AF7891
 AF7891                          STATION RECOVERY (2006)
 AF7891
 AF7891'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAL)
 AF7891'RECOVERED IN GOOD CONDITION.
 AF7891
 AF7891                          STATION RECOVERY (2013)
 AF7891
 AF7891'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 AF7891'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0049 ***********************************************************************
 HU0049  DESIGNATION -  3
 HU0049  PID         -  HU0049
 HU0049  STATE/COUNTY-  DE/SUSSEX
 HU0049  COUNTRY     -  US
 HU0049  USGS QUAD   -  MISPILLION RIVER (2016)
 HU0049
 HU0049                         *CURRENT SURVEY CONTROL
 HU0049  ______________________________________________________________________
 HU0049* NAD 83(1986) POSITION- 38 56 50.     (N) 075 18 55.     (W)   SCALED
 HU0049* NAVD 88 ORTHO HEIGHT -     1.349 (meters)        4.43  (feet) ADJUSTED
 HU0049  ______________________________________________________________________
 HU0049  GEOID HEIGHT    -        -35.290 (meters)                     GEOID18
 HU0049  DYNAMIC HEIGHT  -          1.349 (meters)        4.43  (feet) COMP
 HU0049  MODELED GRAVITY -    980,050.7   (mgal)                       NAVD 88
 HU0049
 HU0049  VERT ORDER      -  FIRST     CLASS II
 HU0049
 HU0049.The horizontal coordinates were scaled from a map and have
 HU0049.an estimated accuracy of +/- 6 seconds.
 HU0049
 HU0049.The orthometric height was determined by differential leveling and
 HU0049.adjusted by the NATIONAL GEODETIC SURVEY
 HU0049.in June 1991.
 HU0049
 HU0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0049.GEOID18 height accuracy estimate available here.
 HU0049
 HU0049.Click photographs - Photos may exist for this station.
 HU0049
 HU0049.The dynamic height is computed by dividing the NAVD 88
 HU0049.geopotential number by the normal gravity value computed on the
 HU0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0049.degrees latitude (g = 980.6199 gals.).
 HU0049
 HU0049.The modeled gravity was interpolated from observed gravity values.
 HU0049
 HU0049;                    North         East    Units  Estimated Accuracy
 HU0049;SPC DE       -   105,150.      208,790.      MT  (+/- 180 meters Scaled)
 HU0049
 HU0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ726109(NAD 83)
 HU0049
 HU0049                          SUPERSEDED SURVEY CONTROL
 HU0049
 HU0049  NGVD 29 (11/26/84)    1.601  (m)            5.25   (f) ADJUSTED    1 2
 HU0049
 HU0049.Superseded values are not recommended for survey control.
 HU0049
 HU0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0049.See file dsdata.pdf to determine how the superseded data were derived.
 HU0049
 HU0049_MARKER: DD = SURVEY DISK
 HU0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0049_MARK LOGO: USACE
 HU0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0049+STABILITY: SURFACE MOTION
 HU0049
 HU0049  HISTORY     - Date     Condition        Report By
 HU0049  HISTORY     - UNK      MONUMENTED       DOD
 HU0049  HISTORY     - 1962     MARK NOT FOUND   CGS
 HU0049
 HU0049                          STATION DESCRIPTION
 HU0049
 HU0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0049'7.5 MI NE FROM MILFORD.
 HU0049'7.3 MILES EAST ALONG THE HIGHWAY TO MISPILLION LIGHTHOUSE FROM THE
 HU0049'HIGHWAY INTERSECTION AT MILFORD, SUSSEX COUNTY, AT THE MISPILLION
 HU0049'LIGHTHOUSE RESERVATION, AND 20 FEET NORTHEAST OF THE NORTHEAST
 HU0049'FOOTING OF THE NEW LIGHT.  THE CENTER OF AN X IN THE TOP OF A
 HU0049'12-INCH CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.  NOTE-- THE
 HU0049'MARK LOCATION IS NOW UNDER THE PORCH OF A HOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0381 ***********************************************************************
 HU0381  DESIGNATION -  3
 HU0381  PID         -  HU0381
 HU0381  STATE/COUNTY-  DE/SUSSEX
 HU0381  COUNTRY     -  US
 HU0381  USGS QUAD   -  ASSAWOMAN BAY (2016)
 HU0381
 HU0381                         *CURRENT SURVEY CONTROL
 HU0381  ______________________________________________________________________
 HU0381* NAD 83(1986) POSITION- 38 27 05.2    (N) 075 03 18.1    (W)   HD_HELD2
 HU0381* NAVD 88 ORTHO HEIGHT -     2.868 (meters)        9.41  (feet) ADJUSTED
 HU0381  ______________________________________________________________________
 HU0381  GEOID HEIGHT    -        -35.924 (meters)                     GEOID18
 HU0381  DYNAMIC HEIGHT  -          2.867 (meters)        9.41  (feet) COMP
 HU0381  MODELED GRAVITY -    980,019.4   (mgal)                       NAVD 88
 HU0381
 HU0381  VERT ORDER      -  SECOND    CLASS 0
 HU0381
 HU0381.The horizontal coordinates were established by autonomous hand held GPS
 HU0381.observations and have an estimated accuracy of +/- 10 meters.
 HU0381
 HU0381.The orthometric height was determined by differential leveling and
 HU0381.adjusted by the NATIONAL GEODETIC SURVEY
 HU0381.in June 1991.
 HU0381
 HU0381.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0381.GEOID18 height accuracy estimate available here.
 HU0381
 HU0381.Click photographs - Photos may exist for this station.
 HU0381
 HU0381.The dynamic height is computed by dividing the NAVD 88
 HU0381.geopotential number by the normal gravity value computed on the
 HU0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0381.degrees latitude (g = 980.6199 gals.).
 HU0381
 HU0381.The modeled gravity was interpolated from observed gravity values.
 HU0381
 HU0381;                    North         East    Units  Estimated Accuracy
 HU0381;SPC DE       -    50,172.      231,568.      MT  (+/- 10 meters HH2 GPS)
 HU0381
 HU0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9519855907(NAD 83)
 HU0381
 HU0381                          SUPERSEDED SURVEY CONTROL
 HU0381
 HU0381  NGVD 29 (11/26/84)    3.106  (m)           10.19   (f) ADJUSTED    2 0
 HU0381
 HU0381.Superseded values are not recommended for survey control.
 HU0381
 HU0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0381.See file dsdata.pdf to determine how the superseded data were derived.
 HU0381
 HU0381_MARKER: DD = SURVEY DISK
 HU0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0381_STAMPING: NO 3
 HU0381_MARK LOGO: USCG
 HU0381_PROJECTION: PROJECTING 8 CENTIMETERS
 HU0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0381+STABILITY: SURFACE MOTION
 HU0381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0381+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 HU0381
 HU0381  HISTORY     - Date     Condition        Report By
 HU0381  HISTORY     - UNK      MONUMENTED       USCG
 HU0381  HISTORY     - 1962     GOOD             CGS
 HU0381  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0381  HISTORY     - 1988     GOOD             USPSQD
 HU0381  HISTORY     - 20060523 GOOD             GEOCAC
 HU0381
 HU0381                          STATION DESCRIPTION
 HU0381
 HU0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0381'AT FENWICK ISLAND.
 HU0381'AT THE NORTHWEST CORNER OF THE WOVEN STEEL FENCE AROUND THE OLD
 HU0381'FENWICK ISLAND LIGHTHOUSE NEAR THE MARYLAND-DELAWARE STATE LINE.
 HU0381'THE LIGHTHOUSE IS ABOUT 0.15 MILE WEST OF STATE HIGHWAY 14 ON
 HU0381'FENWICK ISLAND.  SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 HU0381'INCHES.
 HU0381
 HU0381                          STATION RECOVERY (1981)
 HU0381
 HU0381'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0381'MARK NOT FOUND.
 HU0381
 HU0381                          STATION RECOVERY (1988)
 HU0381
 HU0381'RECOVERY NOTE BY US POWER SQUADRON 1988 (NPP)
 HU0381'RECOVERED IN GOOD CONDITION.
 HU0381
 HU0381                          STATION RECOVERY (2006)
 HU0381
 HU0381'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU0381'MARK IS ABOUT 1 FOOT BEYOND THE NORTHWEST CORNER OF STEEL FENCE
 HU0381'SURROUNDING LIGHTHOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0067 ***********************************************************************
 HU0067  DESIGNATION -  30
 HU0067  PID         -  HU0067
 HU0067  STATE/COUNTY-  DE/SUSSEX
 HU0067  COUNTRY     -  US
 HU0067  USGS QUAD   -  MILTON (2016)
 HU0067
 HU0067                         *CURRENT SURVEY CONTROL
 HU0067  ______________________________________________________________________
 HU0067* NAD 83(1986) POSITION- 38 46 11.40   (N) 075 18 48.14   (W)   HD_HELD1
 HU0067* NAVD 88 ORTHO HEIGHT -     8.738 (meters)       28.67  (feet) ADJUSTED
 HU0067  ______________________________________________________________________
 HU0067  GEOID HEIGHT    -        -35.583 (meters)                     GEOID18
 HU0067  DYNAMIC HEIGHT  -          8.733 (meters)       28.65  (feet) COMP
 HU0067  MODELED GRAVITY -    980,032.4   (mgal)                       NAVD 88
 HU0067
 HU0067  VERT ORDER      -  FIRST     CLASS II
 HU0067
 HU0067.The horizontal coordinates were determined by differentially corrected
 HU0067.hand held GPS observations or other comparable positioning techniques
 HU0067.and have an estimated accuracy of +/- 3 meters.
 HU0067
 HU0067.The orthometric height was determined by differential leveling and
 HU0067.adjusted by the NATIONAL GEODETIC SURVEY
 HU0067.in June 1991.
 HU0067
 HU0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0067.GEOID18 height accuracy estimate available here.
 HU0067
 HU0067.Click photographs - Photos may exist for this station.
 HU0067
 HU0067.The dynamic height is computed by dividing the NAVD 88
 HU0067.geopotential number by the normal gravity value computed on the
 HU0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0067.degrees latitude (g = 980.6199 gals.).
 HU0067
 HU0067.The modeled gravity was interpolated from observed gravity values.
 HU0067
 HU0067;                    North         East    Units  Estimated Accuracy
 HU0067;SPC DE       -    85,459.0     208,976.9     MT  (+/- 3 meters HH1 GPS) 
 HU0067
 HU0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7277691281(NAD 83)
 HU0067
 HU0067                          SUPERSEDED SURVEY CONTROL
 HU0067
 HU0067  NGVD 29 (11/26/84)    8.979  (m)           29.46   (f) ADJUSTED    1 2
 HU0067
 HU0067.Superseded values are not recommended for survey control.
 HU0067
 HU0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0067.See file dsdata.pdf to determine how the superseded data were derived.
 HU0067
 HU0067_MARKER: DD = SURVEY DISK
 HU0067_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HU0067+WITH SETTING: PAVEMENT
 HU0067_SP_SET: SEMAPHORE BASE
 HU0067_STAMPING: 30
 HU0067_MARK LOGO: USGS
 HU0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0067+STABILITY: SURFACE MOTION
 HU0067
 HU0067  HISTORY     - Date     Condition        Report By
 HU0067  HISTORY     - UNK      MONUMENTED       USGS
 HU0067  HISTORY     - 1962     GOOD             CGS
 HU0067  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0067  HISTORY     - 20120126 MARK NOT FOUND   USFWS
 HU0067
 HU0067                          STATION DESCRIPTION
 HU0067
 HU0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0067'AT MILTON.
 HU0067'SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE CONCRETE BASE
 HU0067'OF AN ABANDONED SEMAPHORE ON THE PENNSYLVANIA RAILROAD.  78 FEET
 HU0067'WEST OF THE CENTER OF CHESTNUT STREET, 33 FEET SOUTHEAST OF THE
 HU0067'SOUTHWEST CORNER OF RAILROAD FREIGHT STATION, 32 FEET SOUTHWEST OF THE
 HU0067'SOUTHEAST CORNER OF FREIGHT STATION, 11.3 FEET SOUTH OF THE SOUTH
 HU0067'RAIL OF MAIN TRACK AND 2 INCHES BELOW THE LEVEL OF THE GROUND.
 HU0067
 HU0067                          STATION RECOVERY (1981)
 HU0067
 HU0067'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0067'MARK NOT FOUND.
 HU0067
 HU0067                          STATION RECOVERY (2012)
 HU0067
 HU0067'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2012 (MJH)
 HU0067'NOT RECOVERED.
 HU0067'
 HU0067'NOTE-NEW BIKE PATH HAS BEEN CONSTRUCTED AT THE LOCATION OF THE STATION
 HU0067'AS DETERMINED BY THE REFERENCE DISTANCES IN THE ORIGINAL DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1896 ***********************************************************************
 JU1896  DESIGNATION -  306
 JU1896  PID         -  JU1896
 JU1896  STATE/COUNTY-  DE/NEW CASTLE
 JU1896  COUNTRY     -  US
 JU1896  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1896
 JU1896                         *CURRENT SURVEY CONTROL
 JU1896  ______________________________________________________________________
 JU1896* NAD 83(1986) POSITION- 39 40 17.08   (N) 075 35 55.38   (W)   HD_HELD1
 JU1896* NAVD 88 ORTHO HEIGHT -    19.892 (meters)       65.26  (feet) ADJUSTED
 JU1896  ______________________________________________________________________
 JU1896  GEOID HEIGHT    -        -33.055 (meters)                     GEOID18
 JU1896  DYNAMIC HEIGHT  -         19.883 (meters)       65.23  (feet) COMP
 JU1896  MODELED GRAVITY -    980,162.4   (mgal)                       NAVD 88
 JU1896
 JU1896  VERT ORDER      -  SECOND    CLASS 0
 JU1896
 JU1896.The horizontal coordinates were determined by differentially corrected
 JU1896.hand held GPS observations or other comparable positioning techniques
 JU1896.and have an estimated accuracy of +/- 3 meters.
 JU1896
 JU1896.The orthometric height was determined by differential leveling and
 JU1896.adjusted by the NATIONAL GEODETIC SURVEY
 JU1896.in June 1991.
 JU1896
 JU1896.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1896.GEOID18 height accuracy estimate available here.
 JU1896
 JU1896.Click photographs - Photos may exist for this station.
 JU1896
 JU1896.The dynamic height is computed by dividing the NAVD 88
 JU1896.geopotential number by the normal gravity value computed on the
 JU1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1896.degrees latitude (g = 980.6199 gals.).
 JU1896
 JU1896.The modeled gravity was interpolated from observed gravity values.
 JU1896
 JU1896;                    North         East    Units  Estimated Accuracy
 JU1896;SPC DE       -   185,562.2     184,379.9     MT  (+/- 3 meters HH1 GPS) 
 JU1896
 JU1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4864991459(NAD 83)
 JU1896
 JU1896                          SUPERSEDED SURVEY CONTROL
 JU1896
 JU1896  NGVD 29 (11/26/84)   20.246  (m)           66.42   (f) ADJUSTED    2 0
 JU1896
 JU1896.Superseded values are not recommended for survey control.
 JU1896
 JU1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1896.See file dsdata.pdf to determine how the superseded data were derived.
 JU1896
 JU1896_MARKER: DD = SURVEY DISK
 JU1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1896_STAMPING: STATION NO 306
 JU1896_MARK LOGO: CGS+SS
 JU1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1896+STABILITY: SURFACE MOTION
 JU1896
 JU1896  HISTORY     - Date     Condition        Report By
 JU1896  HISTORY     - UNK      MONUMENTED       LOCSUR
 JU1896  HISTORY     - 1956     GOOD             CGS
 JU1896  HISTORY     - 1963     MARK NOT FOUND   CGS
 JU1896  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU1896
 JU1896                          STATION DESCRIPTION
 JU1896
 JU1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JU1896'1 MI SW FROM WILMINGTON MANOR.
 JU1896'1 MILE SOUTHWEST OF WILMINGTON MANOR, NEW CASTLE COUNTY, ON U.S.
 JU1896'HIGHWAY 13, NEAR THE INTERSECTION OF SCHOOLHOUSE LANE, 740 FEET
 JU1896'SOUTH OF SCHOOLHOUSE LANE, AND IN THE CENTER OF THE PARKWAY STRIP
 JU1896'OF U.S. HIGHWAY 13.  A STATE SURVEY STANDARD DISK, STAMPED
 JU1896'STATION NO. 306 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JU1896'THE GROUND.  NOTE-- THIS BENCH MARK MAY BE REACHED FROM THE
 JU1896'MAIN INTERSECTION AT NEWPORT (THE INTERSECTION OF NORTH JAMES
 JU1896'STREET AND EAST MARKET STREET) BY GOING 2.6 MILES SOUTHEAST AND
 JU1896'EAST ALONG THE NEWPORT-NEW CASTLE ROAD TO ITS INTERSECTION WITH
 JU1896'SCHOOLHOUSE LANE.
 JU1896
 JU1896                          STATION RECOVERY (1963)
 JU1896
 JU1896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU1896'MARK NOT FOUND.
 JU1896
 JU1896                          STATION RECOVERY (1979)
 JU1896
 JU1896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1896'NOTE-UNSURE WHAT C.W.A. STANDS FOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1777 ***********************************************************************
 JU1777  DESIGNATION -  33
 JU1777  PID         -  JU1777
 JU1777  STATE/COUNTY-  DE/NEW CASTLE
 JU1777  COUNTRY     -  US
 JU1777  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1777
 JU1777                         *CURRENT SURVEY CONTROL
 JU1777  ______________________________________________________________________
 JU1777* NAD 83(1986) POSITION- 39 43 44.     (N) 075 31 56.     (W)   SCALED
 JU1777* NAVD 88 ORTHO HEIGHT -     1.631 (meters)        5.35  (feet) ADJUSTED
 JU1777  ______________________________________________________________________
 JU1777  GEOID HEIGHT    -        -32.980 (meters)                     GEOID18
 JU1777  DYNAMIC HEIGHT  -          1.630 (meters)        5.35  (feet) COMP
 JU1777  MODELED GRAVITY -    980,174.2   (mgal)                       NAVD 88
 JU1777
 JU1777  VERT ORDER      -  FIRST     CLASS II
 JU1777
 JU1777.The horizontal coordinates were scaled from a map and have
 JU1777.an estimated accuracy of +/- 6 seconds.
 JU1777
 JU1777.The orthometric height was determined by differential leveling and
 JU1777.adjusted by the NATIONAL GEODETIC SURVEY
 JU1777.in June 1991.
 JU1777
 JU1777.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1777.GEOID18 height accuracy estimate available here.
 JU1777
 JU1777.Click photographs - Photos may exist for this station.
 JU1777
 JU1777.The dynamic height is computed by dividing the NAVD 88
 JU1777.geopotential number by the normal gravity value computed on the
 JU1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1777.degrees latitude (g = 980.6199 gals.).
 JU1777
 JU1777.The modeled gravity was interpolated from observed gravity values.
 JU1777
 JU1777;                    North         East    Units  Estimated Accuracy
 JU1777;SPC DE       -   191,930.      190,090.      MT  (+/- 180 meters Scaled)
 JU1777
 JU1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ543978(NAD 83)
 JU1777
 JU1777                          SUPERSEDED SURVEY CONTROL
 JU1777
 JU1777  NGVD 29 (11/26/84)    1.901  (m)            6.24   (f) ADJUSTED    1 2
 JU1777
 JU1777.Superseded values are not recommended for survey control.
 JU1777
 JU1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1777.See file dsdata.pdf to determine how the superseded data were derived.
 JU1777
 JU1777_MARKER: X = CHISELED CROSS
 JU1777_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1777_SP_SET: PIER
 JU1777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1777
 JU1777  HISTORY     - Date     Condition        Report By
 JU1777  HISTORY     - UNK      MONUMENTED       USACE
 JU1777  HISTORY     - 1963     GOOD             CGS
 JU1777  HISTORY     - 1975     POOR             LOCENG
 JU1777  HISTORY     - 19910425 MARK NOT FOUND   USGS
 JU1777
 JU1777                          STATION DESCRIPTION
 JU1777
 JU1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1777'AT WILMINGTON.
 JU1777'AT WILMINGTON, ABOUT 0.8 MILE SOUTH ALONG CHRISTIANA AVENUE FROM
 JU1777'THE UNDERPASS UNDER THE PENNSYLVANIA RAILROAD, THENCE 0.2 MILE
 JU1777'EAST ALONG THE SHELLPOP CUTOFF OF THE PENNSYLVANIA RAILROAD, AT
 JU1777'THE RAILROAD BRIDGE OVER CHRISTINA RIVER, SET ON TOP OF THE SOUTH
 JU1777'END OF THE EAST STONE MASONRY PIER, 12 FEET BELOW LEVEL OF TRACK,
 JU1777'AND IS THE SOUTH ONE OF TWO CHISELED CROSSES.
 JU1777
 JU1777                          STATION RECOVERY (1975)
 JU1777
 JU1777'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JU1777'MARK RECOVERED IN POOR CONDITION.
 JU1777
 JU1777                          STATION RECOVERY (1991)
 JU1777
 JU1777'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1777'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AH9333 ***********************************************************************
 AH9333  SACS        -  This is a Secondary Airport Control Station.
 AH9333  DESIGNATION -  33N A
 AH9333  PID         -  AH9333
 AH9333  STATE/COUNTY-  DE/KENT
 AH9333  COUNTRY     -  US
 AH9333  USGS QUAD   -  DOVER (2016)
 AH9333
 AH9333                         *CURRENT SURVEY CONTROL
 AH9333  ______________________________________________________________________
 AH9333* NAD 83(2011) POSITION- 39 13 10.89809(N) 075 35 25.75984(W)   ADJUSTED
 AH9333* NAD 83(2011) ELLIP HT-   -20.686 (meters)        (06/27/12)   ADJUSTED
 AH9333* NAD 83(2011) EPOCH   -  2010.00
 AH9333* NAVD 88 ORTHO HEIGHT -    13.33  (meters)       43.7   (feet) GPS OBS
 AH9333  ______________________________________________________________________
 AH9333  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AH9333  GEOID HEIGHT    -        -34.081 (meters)                     GEOID96
 AH9333  GEOID HEIGHT    -        -34.084 (meters)                     GEOID18
 AH9333  NAD 83(2011) X  -  1,231,294.687 (meters)                     COMP
 AH9333  NAD 83(2011) Y  - -4,792,273.435 (meters)                     COMP
 AH9333  NAD 83(2011) Z  -  4,011,228.971 (meters)                     COMP
 AH9333  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 AH9333
 AH9333  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH9333  Standards:
 AH9333         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH9333            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH9333  -------------------------------------------------------------------
 AH9333  NETWORK    4.54  14.54           1.91   1.79   7.42      0.13946933
 AH9333  -------------------------------------------------------------------
 AH9333  Click here for local accuracies and other accuracy information.
 AH9333
 AH9333.This mark is at Delaware Airpark  (33N)
 AH9333
 AH9333.The horizontal coordinates were established by GPS observations
 AH9333.and adjusted by the National Geodetic Survey in June 2012.
 AH9333
 AH9333.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH9333.been affixed to the stable North American tectonic plate. See 
 AH9333.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH9333
 AH9333.The horizontal coordinates are valid at the epoch date displayed above
 AH9333.which is a decimal equivalence of Year/Month/Day.
 AH9333
 AH9333.The orthometric height was determined by GPS observations and a
 AH9333.high-resolution geoid model.
 AH9333
 AH9333.GPS derived orthometric heights for airport stations designated as
 AH9333.PACS or SACS are published to 2 decimal places.  This maintains
 AH9333.centimeter relative accuracy between the PACS and SACS.  It does
 AH9333.not indicate centimeter accuracy relative to other marks which are
 AH9333.part of the published vertical control network.
 AH9333
 AH9333.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9333.GEOID18 height accuracy estimate available here.
 AH9333
 AH9333.Click photographs - Photos may exist for this station.
 AH9333
 AH9333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9333
 AH9333.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH9333
 AH9333.The ellipsoidal height was determined by GPS observations
 AH9333.and is referenced to NAD 83.
 AH9333
 AH9333. The following values were computed from the NAD 83(2011) position.
 AH9333
 AH9333;                    North         East     Units Scale Factor Converg.
 AH9333;SPC DE       -   135,409.572   184,989.156   MT  0.99999777   -0 06 35.7
 AH9333;SPC DE       -   444,256.24    606,918.59   sFT  0.99999777   -0 06 35.7
 AH9333;UTM  18      - 4,341,322.798   449,026.850   MT  0.99963199   -0 22 24.1
 AH9333
 AH9333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9333!SPC DE       -   1.00000325  x   0.99999777  =   1.00000102
 AH9333!UTM  18      -   1.00000325  x   0.99963199  =   0.99963523
 AH9333
 AH9333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4902641322(NAD 83)
 AH9333
 AH9333|---------------------------------------------------------------------|
 AH9333| PID    Reference Object                     Distance      Geod. Az  |
 AH9333|                                                           dddmmss.s |
 AH9333| JU3995 CHESWOLD                            354.493 METERS 25042     |
 AH9333|---------------------------------------------------------------------|
 AH9333
 AH9333                          SUPERSEDED SURVEY CONTROL
 AH9333
 AH9333  NAD 83(2007)-  39 13 10.89879(N)    075 35 25.75996(W) AD(2002.00) 0
 AH9333  ELLIP H (02/10/07)  -20.675  (m)                       GP(2002.00)    
 AH9333  ELLIP H (12/26/02)  -20.732  (m)                       GP(       ) 5 1
 AH9333  NAD 83(1991)-  39 13 10.89888(N)    075 35 25.75992(W) AD(       ) 1
 AH9333  ELLIP H (04/26/99)  -20.729  (m)                       GP(       ) 5 1
 AH9333
 AH9333.Superseded values are not recommended for survey control.
 AH9333
 AH9333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9333.See file dsdata.pdf to determine how the superseded data were derived.
 AH9333
 AH9333_MARKER: DD = SURVEY DISK
 AH9333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9333_STAMPING: 33N A 1996
 AH9333_MARK LOGO: NGS
 AH9333_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9333+STABILITY: SURFACE MOTION
 AH9333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9333+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9333
 AH9333  HISTORY     - Date     Condition        Report By
 AH9333  HISTORY     - 1995     MONUMENTED       NGS
 AH9333
 AH9333                          STATION DESCRIPTION
 AH9333
 AH9333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AH9333'STATION IS LOCATED ABOUT 6 MI (9.7 KM) NORTH-NORTHWEST OF DOVER, 1 MI
 AH9333'(1.6 KM) WEST OF CHESWOLD, 0.2 MI (0.3 KM) NORTH OF STATE HIGHWAY 42,
 AH9333'AND AT THE EAST END OF THE DELAWARE AIRPARK.  OWNERSHIP-- FLOYD
 AH9333'DURHAM, P.O.  BOX 368, DOVER - CHESWOLD, DE 19936.  PHONE (302)
 AH9333'674-2666.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 13
 AH9333'AND STATE ROUTE 42, GO WEST ON STATE ROUTE 42 FOR 1.1 MI (1.8 KM) TO
 AH9333'THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT HEADING NORTH ALONG
 AH9333'ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO THE AIRPORT ADMINISTRATION
 AH9333'BUILDING.  BEAR RIGHT CONTINUING NORTHEASTERLY ACCROSS APRON 0.05 MI
 AH9333'(0.08 KM) TO THE PARALLEL TAXIWAY.  TURN RIGHT AND GO NORTHERLY TO THE
 AH9333'STATION JUST ON THE LEFT.  IT IS 19.0 M (62.3 FT) SOUTHEAST OF THE
 AH9333'CENTERLINE END RUNWAY 27 (P.K.  NAIL IN NGS WASHER) , 8.5 M (27.9 FT)
 AH9333'SOUTH OF THE EDGE OF PAVEMENT OF THE CENTERLINE END OF THE RUNWAY
 AH9333'EXTENDED, AND 3.8 M (12.5 FT) EAST FROM THE SOUTHERNMOST RUNWAY END
 AH9333'LIGHT.  STATION IS AIRPORT SACS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1902 ***********************************************************************
 JU1902  DESIGNATION -  34
 JU1902  PID         -  JU1902
 JU1902  STATE/COUNTY-  DE/NEW CASTLE
 JU1902  COUNTRY     -  US
 JU1902  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1902
 JU1902                         *CURRENT SURVEY CONTROL
 JU1902  ______________________________________________________________________
 JU1902* NAD 83(1986) POSITION- 39 39 30.2    (N) 075 33 45.7    (W)   HD_HELD2
 JU1902* NAVD 88 ORTHO HEIGHT -     3.573 (meters)       11.72  (feet) ADJUSTED
 JU1902  ______________________________________________________________________
 JU1902  GEOID HEIGHT    -        -33.137 (meters)                     GEOID18
 JU1902  DYNAMIC HEIGHT  -          3.572 (meters)       11.72  (feet) COMP
 JU1902  MODELED GRAVITY -    980,156.8   (mgal)                       NAVD 88
 JU1902
 JU1902  VERT ORDER      -  FIRST     CLASS I
 JU1902
 JU1902.The horizontal coordinates were established by autonomous hand held GPS
 JU1902.observations and have an estimated accuracy of +/- 10 meters.
 JU1902
 JU1902.The orthometric height was determined by differential leveling and
 JU1902.adjusted by the NATIONAL GEODETIC SURVEY
 JU1902.in June 1991.
 JU1902
 JU1902.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1902.GEOID18 height accuracy estimate available here.
 JU1902
 JU1902.Click photographs - Photos may exist for this station.
 JU1902
 JU1902.The dynamic height is computed by dividing the NAVD 88
 JU1902.geopotential number by the normal gravity value computed on the
 JU1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1902.degrees latitude (g = 980.6199 gals.).
 JU1902
 JU1902.The modeled gravity was interpolated from observed gravity values.
 JU1902
 JU1902;                    North         East    Units  Estimated Accuracy
 JU1902;SPC DE       -   184,111.      187,468.      MT  (+/- 10 meters HH2 GPS)
 JU1902
 JU1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5172989994(NAD 83)
 JU1902
 JU1902                          SUPERSEDED SURVEY CONTROL
 JU1902
 JU1902  NGVD 29 (11/26/84)    3.822  (m)           12.54   (f) ADJUSTED    1 1
 JU1902
 JU1902.Superseded values are not recommended for survey control.
 JU1902
 JU1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1902.See file dsdata.pdf to determine how the superseded data were derived.
 JU1902
 JU1902_MARKER: O = CHISELED CIRCLE
 JU1902_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1902_SP_SET: STONE DOORSILL
 JU1902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1902_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1902+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1902
 JU1902  HISTORY     - Date     Condition        Report By
 JU1902  HISTORY     - UNK      MONUMENTED       USACE
 JU1902  HISTORY     - 1956     GOOD             CGS
 JU1902  HISTORY     - 1963     GOOD             CGS
 JU1902  HISTORY     - 1979     SEE DESCRIPTION  NGS
 JU1902  HISTORY     - 19910416 POOR             USPSQD
 JU1902  HISTORY     - 19971018 POOR             USPSQD
 JU1902  HISTORY     - 20021109 POOR             USPSQD
 JU1902  HISTORY     - 20030322 GOOD             USPSQD
 JU1902  HISTORY     - 20070105 GOOD             USPSQD
 JU1902  HISTORY     - 20130711 GOOD             DELCOS
 JU1902
 JU1902                          STATION DESCRIPTION
 JU1902
 JU1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JU1902'AT NEW CASTLE.
 JU1902'AT NEW CASTLE, NEW CASTLE COUNTY, IN THE SOUTH QUARTER OF THE
 JU1902'INTERSECTION OF DELAWARE STREET AND FIRST STREET (THE STRAND),
 JU1902'17.5 FEET SOUTHWEST OF THE SOUTHEAST CURB OF FIRST STREET (THE
 JU1902'STRAND), AT A BRICKHOUSE, 5.5 FEET SOUTHWEST OF THE NORTH CORNER
 JU1902'OF THE HOUSE, AND ON THE NORTHEAST END OF THE STONE DOORSILL.
 JU1902'AT CHISELED CIRCLE WITH BARS.
 JU1902
 JU1902                          STATION RECOVERY (1963)
 JU1902
 JU1902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU1902'RECOVERED IN GOOD CONDITION.
 JU1902
 JU1902                          STATION RECOVERY (1979)
 JU1902
 JU1902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1902'NOTE-CHISLED SQUARE, NO HIGH POINT ANYMORE.
 JU1902
 JU1902                          STATION RECOVERY (1991)
 JU1902
 JU1902'RECOVERY NOTE BY US POWER SQUADRON 1991 (WA)
 JU1902'MARK RECOVERED IN POOR CONDITION.
 JU1902
 JU1902                          STATION RECOVERY (1997)
 JU1902
 JU1902'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU1902'MARK RECOVERED IN POOR CONDITION.
 JU1902
 JU1902                          STATION RECOVERY (2002)
 JU1902
 JU1902'RECOVERY NOTE BY US POWER SQUADRON 2002 (WPS)
 JU1902'STAMPING IN DOORSILL HEAVILY WORN.  IT IS THERE, BUT CANNOT BE READ.
 JU1902'IT WAS FOUND ONLY WHEN THE HOME OWNER POINTED IT OUT.
 JU1902
 JU1902                          STATION RECOVERY (2003)
 JU1902
 JU1902'RECOVERY NOTE BY US POWER SQUADRON 2003 (DWG)
 JU1902'ADD TO DESCRIPTION - BRICK HOUSE IS NOW PAINTED YELLOW, WITH A GREEN
 JU1902'DOOR.  BRASS OVAL PLATE ON DOOR WITH SCRIPT VIOLA.  THREE NEW WOODEN
 JU1902'STEPS LEAD TO STONE DOOR SILL AT TOP.  CHISELED CIRCLE WITH BARS
 JU1902'REMAINS AS DESCRIBED IN 1956.
 JU1902
 JU1902                          STATION RECOVERY (2007)
 JU1902
 JU1902'RECOVERY NOTE BY US POWER SQUADRON 2007 (SAL)
 JU1902'RECOVERED IN GOOD CONDITION.
 JU1902
 JU1902                          STATION RECOVERY (2013)
 JU1902
 JU1902'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1902'CHISELED CIRCLE WITH BARS REMAINS BUT IS VERY WEATHERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0740 ***********************************************************************
 HU0740  DESIGNATION -  34 RHP
 HU0740  PID         -  HU0740
 HU0740  STATE/COUNTY-  DE/KENT
 HU0740  COUNTRY     -  US
 HU0740  USGS QUAD   -  GREENWOOD (2016)
 HU0740
 HU0740                         *CURRENT SURVEY CONTROL
 HU0740  ______________________________________________________________________
 HU0740* NAD 83(1986) POSITION- 38 52 10.05   (N) 075 34 44.89   (W)   HD_HELD1
 HU0740* NAVD 88 ORTHO HEIGHT -    18.772 (meters)       61.59  (feet) ADJUSTED
 HU0740  ______________________________________________________________________
 HU0740  GEOID HEIGHT    -        -35.244 (meters)                     GEOID18
 HU0740  DYNAMIC HEIGHT  -         18.761 (meters)       61.55  (feet) COMP
 HU0740  MODELED GRAVITY -    980,037.3   (mgal)                       NAVD 88
 HU0740
 HU0740  VERT ORDER      -  FIRST     CLASS I
 HU0740
 HU0740.The horizontal coordinates were determined by differentially corrected
 HU0740.hand held GPS observations or other comparable positioning techniques
 HU0740.and have an estimated accuracy of +/- 3 meters.
 HU0740
 HU0740.The orthometric height was determined by differential leveling and
 HU0740.adjusted by the NATIONAL GEODETIC SURVEY
 HU0740.in June 1991.
 HU0740
 HU0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0740.GEOID18 height accuracy estimate available here.
 HU0740
 HU0740.Click photographs - Photos may exist for this station.
 HU0740
 HU0740.The dynamic height is computed by dividing the NAVD 88
 HU0740.geopotential number by the normal gravity value computed on the
 HU0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0740.degrees latitude (g = 980.6199 gals.).
 HU0740
 HU0740.The modeled gravity was interpolated from observed gravity values.
 HU0740
 HU0740;                    North         East    Units  Estimated Accuracy
 HU0740;SPC DE       -    96,526.0     185,900.1     MT  (+/- 3 meters HH1 GPS) 
 HU0740
 HU0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4975902449(NAD 83)
 HU0740
 HU0740                          SUPERSEDED SURVEY CONTROL
 HU0740
 HU0740  NGVD 29 (11/26/84)   19.017  (m)           62.39   (f) ADJUSTED    1 1
 HU0740
 HU0740.Superseded values are not recommended for survey control.
 HU0740
 HU0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0740.See file dsdata.pdf to determine how the superseded data were derived.
 HU0740
 HU0740_MARKER: DB = BENCH MARK DISK
 HU0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0740_STAMPING: 34 RHP 1955 63
 HU0740_MARK LOGO: USGS
 HU0740_PROJECTION: FLUSH
 HU0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0740+STABILITY: SURFACE MOTION
 HU0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0740+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2010
 HU0740
 HU0740  HISTORY     - Date     Condition        Report By
 HU0740  HISTORY     - 1955     MONUMENTED       USGS
 HU0740  HISTORY     - 1963     GOOD             CGS
 HU0740  HISTORY     - 1981     GOOD             UDE
 HU0740  HISTORY     - 20100507 GOOD             BECMOR
 HU0740  HISTORY     - 20111005 GOOD             NGS
 HU0740
 HU0740                          STATION DESCRIPTION
 HU0740
 HU0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0740'4.4 MI N FROM GREENWOOD.
 HU0740'4.4 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0740'AT GREENWOOD, ABOUT 3.8 MILES SOUTH ALONG THE PENNSYLVANIA
 HU0740'RAILROAD FROM THE STATION AT HARRINGTON, ABOUT 0.1 MILE SOUTH OF
 HU0740'MILEPOST 68, AT THE SMALL COMMUNITY OF FARMINGTON, AT THE
 HU0740'CROSSING OF A CONCRETE ROAD, 82 FEET NORTHEAST OF CENTER OF THE
 HU0740'CROSSING, 50.5 FEET NORTH OF CENTER LINE OF THE ROAD, 49 FEET
 HU0740'EAST OF EAST RAIL, 1.5 FEET SOUTHWEST OF SOUTHWEST CORNER OF A
 HU0740'FIRE ENGINE HOUSE (ONE STORY CONCRETE BLOCK), 2 FEET SOUTH OF A
 HU0740'STEEL WITNESS POST, ABOUT LEVEL WITH TRACK, AND SET IN THE TOP OF
 HU0740'A CONCRETE POST PROJECTING 1 INCH.
 HU0740
 HU0740                          STATION RECOVERY (1981)
 HU0740
 HU0740'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0740'RECOVERED IN GOOD CONDITION.
 HU0740
 HU0740                          STATION RECOVERY (2010)
 HU0740
 HU0740'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 HU0740'RECOVERED IN GOOD CONDITION.
 HU0740
 HU0740                          STATION RECOVERY (2011)
 HU0740
 HU0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (DRD)
 HU0740'WITNESS POST HAS BEEN REMOVED.  MARK IS NOW FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0258 ***********************************************************************
 HU0258  DESIGNATION -  34.73
 HU0258  PID         -  HU0258
 HU0258  STATE/COUNTY-  DE/SUSSEX
 HU0258  COUNTRY     -  US
 HU0258  USGS QUAD   -  SELBYVILLE (2016)
 HU0258
 HU0258                         *CURRENT SURVEY CONTROL
 HU0258  ______________________________________________________________________
 HU0258* NAD 83(1986) POSITION- 38 27 27.     (N) 075 13 41.     (W)   SCALED
 HU0258* NAVD 88 ORTHO HEIGHT -    10.018 (meters)       32.87  (feet) ADJUSTED
 HU0258  ______________________________________________________________________
 HU0258  GEOID HEIGHT    -        -35.860 (meters)                     GEOID18
 HU0258  DYNAMIC HEIGHT  -         10.012 (meters)       32.85  (feet) COMP
 HU0258  MODELED GRAVITY -    980,018.2   (mgal)                       NAVD 88
 HU0258
 HU0258  VERT ORDER      -  SECOND    CLASS 0
 HU0258
 HU0258.The horizontal coordinates were scaled from a map and have
 HU0258.an estimated accuracy of +/- 6 seconds.
 HU0258
 HU0258.The orthometric height was determined by differential leveling and
 HU0258.adjusted by the NATIONAL GEODETIC SURVEY
 HU0258.in June 1991.
 HU0258
 HU0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0258.GEOID18 height accuracy estimate available here.
 HU0258
 HU0258.Click photographs - Photos may exist for this station.
 HU0258
 HU0258.The dynamic height is computed by dividing the NAVD 88
 HU0258.geopotential number by the normal gravity value computed on the
 HU0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0258.degrees latitude (g = 980.6199 gals.).
 HU0258
 HU0258.The modeled gravity was interpolated from observed gravity values.
 HU0258
 HU0258;                    North         East    Units  Estimated Accuracy
 HU0258;SPC DE       -    50,800.      216,460.      MT  (+/- 180 meters Scaled)
 HU0258
 HU0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH801566(NAD 83)
 HU0258
 HU0258                          SUPERSEDED SURVEY CONTROL
 HU0258
 HU0258  NGVD 29 (11/26/84)   10.259  (m)           33.66   (f) ADJUSTED    2 0
 HU0258
 HU0258.Superseded values are not recommended for survey control.
 HU0258
 HU0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0258.See file dsdata.pdf to determine how the superseded data were derived.
 HU0258
 HU0258_MARKER: B = BOLT
 HU0258_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HU0258+WITH SETTING: PAVEMENT
 HU0258_SP_SET: SEMAPHORE BASE
 HU0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0258+STABILITY: SURFACE MOTION
 HU0258
 HU0258  HISTORY     - Date     Condition        Report By
 HU0258  HISTORY     - UNK      MONUMENTED       PRR
 HU0258  HISTORY     - 1962     GOOD             CGS
 HU0258  HISTORY     - 1973     MARK NOT FOUND   MDDT
 HU0258  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0258
 HU0258                          STATION DESCRIPTION
 HU0258
 HU0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0258'AT SELBYVILLE.
 HU0258'A COPPER BOLT SET IN THE NORTHWEST CORNER OF AN ABANDONED CONCRETE
 HU0258'SEMAPHORE BASE NEAR THE SITE OF THE FORMER RAILROAD STATION.  76
 HU0258'YARDS NORTH OF THE FREIGHT STATION, 115 FEET NORTH OF THE CENTER
 HU0258'LINE OF BLACKTOPPED ROAD, 14 FEET EAST OF THE EAST RAIL OF THE
 HU0258'MAIN TRACK, 1 INCH UNDER GROUND AND 6 INCHES ABOVE THE TOP OF RAIL.
 HU0258
 HU0258                          STATION RECOVERY (1973)
 HU0258
 HU0258'RECOVERY NOTE BY MARYLAND DEPARTMENT OF TRANSPORTATION 1973
 HU0258'MARK NOT FOUND.
 HU0258
 HU0258                          STATION RECOVERY (1981)
 HU0258
 HU0258'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0258'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1114 ***********************************************************************
 JU1114  DESIGNATION -  36
 JU1114  PID         -  JU1114
 JU1114  STATE/COUNTY-  DE/KENT
 JU1114  COUNTRY     -  US
 JU1114  USGS QUAD   -  WYOMING (2016)
 JU1114
 JU1114                         *CURRENT SURVEY CONTROL
 JU1114  ______________________________________________________________________
 JU1114* NAD 83(1986) POSITION- 39 07 07.3    (N) 075 33 31.8    (W)   HD_HELD2
 JU1114* NAVD 88 ORTHO HEIGHT -    12.608 (meters)       41.36  (feet) ADJUSTED
 JU1114  ______________________________________________________________________
 JU1114  GEOID HEIGHT    -        -34.489 (meters)                     GEOID18
 JU1114  DYNAMIC HEIGHT  -         12.601 (meters)       41.34  (feet) COMP
 JU1114  MODELED GRAVITY -    980,078.3   (mgal)                       NAVD 88
 JU1114
 JU1114  VERT ORDER      -  FIRST     CLASS I
 JU1114
 JU1114.The horizontal coordinates were established by autonomous hand held GPS
 JU1114.observations and have an estimated accuracy of +/- 10 meters.
 JU1114
 JU1114.The orthometric height was determined by differential leveling and
 JU1114.adjusted by the NATIONAL GEODETIC SURVEY
 JU1114.in June 1991.
 JU1114
 JU1114.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1114.GEOID18 height accuracy estimate available here.
 JU1114
 JU1114.Click photographs - Photos may exist for this station.
 JU1114
 JU1114.The dynamic height is computed by dividing the NAVD 88
 JU1114.geopotential number by the normal gravity value computed on the
 JU1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1114.degrees latitude (g = 980.6199 gals.).
 JU1114
 JU1114.The modeled gravity was interpolated from observed gravity values.
 JU1114
 JU1114;                    North         East    Units  Estimated Accuracy
 JU1114;SPC DE       -   124,192.      187,705.      MT  (+/- 10 meters HH2 GPS)
 JU1114
 JU1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5169030097(NAD 83)
 JU1114
 JU1114                          SUPERSEDED SURVEY CONTROL
 JU1114
 JU1114  NGVD 29 (11/26/84)   12.845  (m)           42.14   (f) ADJUSTED    1 1
 JU1114
 JU1114.Superseded values are not recommended for survey control.
 JU1114
 JU1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1114.See file dsdata.pdf to determine how the superseded data were derived.
 JU1114
 JU1114_MARKER: B = BOLT
 JU1114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1114_SP_SET: DOOR SILL
 JU1114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1114+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2022
 JU1114
 JU1114  HISTORY     - Date     Condition        Report By
 JU1114  HISTORY     - UNK      MONUMENTED       PRR
 JU1114  HISTORY     - 1963     GOOD             CGS
 JU1114  HISTORY     - 1981     GOOD             UDE
 JU1114  HISTORY     - 20020615 GOOD             USPSQD
 JU1114  HISTORY     - 20100130 GOOD             BECMOR
 JU1114  HISTORY     - 20111005 GOOD             NGS
 JU1114  HISTORY     - 20190621 GOOD             USPSQD
 JU1114  HISTORY     - 20220530 GOOD             USPSQD
 JU1114
 JU1114                          STATION DESCRIPTION
 JU1114
 JU1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1114'AT WYOMING.
 JU1114'AT WYOMING, ALONG THE PENNSYLVANIA RAILROAD, SET IN THE STONE DOOR
 JU1114'SILL AT THE SOUTH ENTRANCE DOOR ON WEST SIDE OF THE STATION,
 JU1114'17 FEET NORTH OF SOUTHWEST CORNER OF BUILDING, AND IS A COPPER
 JU1114'BOLT IN A CHISELED SQUARE AND MARKED BY THE LETTERS AND NUMBERS
 JU1114'BM 36.
 JU1114
 JU1114                          STATION RECOVERY (1981)
 JU1114
 JU1114'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1114'RECOVERED IN GOOD CONDITION.
 JU1114
 JU1114                          STATION RECOVERY (2002)
 JU1114
 JU1114'RECOVERY NOTE BY US POWER SQUADRON 2002 (AL)
 JU1114'RECOVERED IN GOOD CONDITION.
 JU1114
 JU1114                          STATION RECOVERY (2010)
 JU1114
 JU1114'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1114'RECOVERED IN GOOD CONDITION.
 JU1114
 JU1114                          STATION RECOVERY (2011)
 JU1114
 JU1114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (DRD)
 JU1114'BUILDING IS NOW THE WYOMING MUNICIPAL OFFICES.
 JU1114
 JU1114                          STATION RECOVERY (2019)
 JU1114
 JU1114'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 JU1114'RECOVERED IN GOOD CONDITION.
 JU1114
 JU1114                          STATION RECOVERY (2022)
 JU1114
 JU1114'RECOVERY NOTE BY US POWER SQUADRON 2022 (DLT)
 JU1114'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1119 ***********************************************************************
 JU1119  DESIGNATION -  37
 JU1119  PID         -  JU1119
 JU1119  STATE/COUNTY-  DE/KENT
 JU1119  COUNTRY     -  US
 JU1119  USGS QUAD   -  WYOMING (2016)
 JU1119
 JU1119                         *CURRENT SURVEY CONTROL
 JU1119  ______________________________________________________________________
 JU1119* NAD 83(1986) POSITION- 39 04 56.     (N) 075 34 03.     (W)   SCALED
 JU1119* NAVD 88 ORTHO HEIGHT -    11.032 (meters)       36.19  (feet) ADJUSTED
 JU1119  ______________________________________________________________________
 JU1119  GEOID HEIGHT    -        -34.611 (meters)                     GEOID18
 JU1119  DYNAMIC HEIGHT  -         11.025 (meters)       36.17  (feet) COMP
 JU1119  MODELED GRAVITY -    980,070.2   (mgal)                       NAVD 88
 JU1119
 JU1119  VERT ORDER      -  FIRST     CLASS II
 JU1119
 JU1119.The horizontal coordinates were scaled from a map and have
 JU1119.an estimated accuracy of +/- 6 seconds.
 JU1119
 JU1119.The orthometric height was determined by differential leveling and
 JU1119.adjusted by the NATIONAL GEODETIC SURVEY
 JU1119.in June 1991.
 JU1119
 JU1119.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1119.GEOID18 height accuracy estimate available here.
 JU1119
 JU1119.Click photographs - Photos may exist for this station.
 JU1119
 JU1119.The dynamic height is computed by dividing the NAVD 88
 JU1119.geopotential number by the normal gravity value computed on the
 JU1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1119.degrees latitude (g = 980.6199 gals.).
 JU1119
 JU1119.The modeled gravity was interpolated from observed gravity values.
 JU1119
 JU1119;                    North         East    Units  Estimated Accuracy
 JU1119;SPC DE       -   120,140.      186,950.      MT  (+/- 180 meters Scaled)
 JU1119
 JU1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ509260(NAD 83)
 JU1119
 JU1119                          SUPERSEDED SURVEY CONTROL
 JU1119
 JU1119  NGVD 29 (11/26/84)   11.287  (m)           37.03   (f) ADJUSTED    1 2
 JU1119
 JU1119.Superseded values are not recommended for survey control.
 JU1119
 JU1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1119.See file dsdata.pdf to determine how the superseded data were derived.
 JU1119
 JU1119_MARKER: B = BOLT
 JU1119_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU1119_SP_SET: CULVERT
 JU1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1119+STABILITY: SURFACE MOTION
 JU1119
 JU1119  HISTORY     - Date     Condition        Report By
 JU1119  HISTORY     - UNK      MONUMENTED       PRR
 JU1119  HISTORY     - 1963     MARK NOT FOUND   CGS
 JU1119  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1119
 JU1119                          STATION DESCRIPTION
 JU1119
 JU1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1119'0.8 MI N FROM WOODSIDE.
 JU1119'0.8 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM WOODSIDE,
 JU1119'KENT COUNTY, AT THE FIRST CULVERT NORTH OF TOWN, IN THE EAST
 JU1119'HEADWALL, IN THE TOP OF THE SECOND STONE FROM THE NORTH END, AND
 JU1119'10 FEET LOWER THAN THE TOP OF THE RAIL.  A COPPER BOLT IN A
 JU1119'CHISELED SQUARE, MARKED BY BM 37 CUT IN THE STONE.
 JU1119
 JU1119                          STATION RECOVERY (1981)
 JU1119
 JU1119'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1119'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1814 ***********************************************************************
 JU1814  DESIGNATION -  39
 JU1814  PID         -  JU1814
 JU1814  STATE/COUNTY-  DE/NEW CASTLE
 JU1814  COUNTRY     -  US
 JU1814  USGS QUAD   -  DELAWARE CITY (2016)
 JU1814
 JU1814                         *CURRENT SURVEY CONTROL
 JU1814  ______________________________________________________________________
 JU1814* NAD 83(1986) POSITION- 39 31 00.4    (N) 075 34 35.2    (W)   HD_HELD2
 JU1814* NAVD 88 ORTHO HEIGHT -     3.073 (meters)       10.08  (feet) ADJUSTED
 JU1814  ______________________________________________________________________
 JU1814  GEOID HEIGHT    -        -33.538 (meters)                     GEOID18
 JU1814  DYNAMIC HEIGHT  -          3.071 (meters)       10.08  (feet) COMP
 JU1814  MODELED GRAVITY -    980,118.0   (mgal)                       NAVD 88
 JU1814
 JU1814  VERT ORDER      -  FIRST     CLASS I
 JU1814
 JU1814.The horizontal coordinates were established by autonomous hand held GPS
 JU1814.observations and have an estimated accuracy of +/- 10 meters.
 JU1814
 JU1814.The orthometric height was determined by differential leveling and
 JU1814.adjusted by the NATIONAL GEODETIC SURVEY
 JU1814.in June 1991.
 JU1814
 JU1814.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1814.GEOID18 height accuracy estimate available here.
 JU1814
 JU1814.Click photographs - Photos may exist for this station.
 JU1814
 JU1814.The dynamic height is computed by dividing the NAVD 88
 JU1814.geopotential number by the normal gravity value computed on the
 JU1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1814.degrees latitude (g = 980.6199 gals.).
 JU1814
 JU1814.The modeled gravity was interpolated from observed gravity values.
 JU1814
 JU1814;                    North         East    Units  Estimated Accuracy
 JU1814;SPC DE       -   168,390.      186,260.      MT  (+/- 10 meters HH2 GPS)
 JU1814
 JU1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5044974285(NAD 83)
 JU1814
 JU1814                          SUPERSEDED SURVEY CONTROL
 JU1814
 JU1814  NGVD 29 (01/10/92)    3.310  (m)           10.86   (f) ADJUSTED    1 1
 JU1814  NGVD 29 (??/??/87)    3.310  (m)           10.86   (f) SUPERSEDED  1 1
 JU1814
 JU1814.Superseded values are not recommended for survey control.
 JU1814
 JU1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1814.See file dsdata.pdf to determine how the superseded data were derived.
 JU1814
 JU1814_MARKER: X = CHISELED CROSS
 JU1814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1814_SP_SET: WINDOW SILL
 JU1814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1814+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 JU1814
 JU1814  HISTORY     - Date     Condition        Report By
 JU1814  HISTORY     - UNK      MONUMENTED       USACE
 JU1814  HISTORY     - 1963     GOOD             CGS
 JU1814  HISTORY     - 1979     GOOD             NGS
 JU1814  HISTORY     - 19901126 POOR             USPSQD
 JU1814  HISTORY     - 20010331 MARK NOT FOUND   NGS
 JU1814  HISTORY     - 20030323 GOOD             USPSQD
 JU1814  HISTORY     - 20050615 GOOD             GEOCAC
 JU1814  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1814
 JU1814                          STATION DESCRIPTION
 JU1814
 JU1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1814'AT PORT PENN.
 JU1814'AT PORT PENN, AT THE INTERSECTION OF MAIN AND MARKET STREETS, AT
 JU1814'A BRICK BUILDING OF THE EAST SIDE OF MAIN STREET (FORMERLY THE
 JU1814'OLD POST OFFICE NOW AN APARTMENT BUILDING), ON THE SOUTH SIDE OF
 JU1814'THE BUILDING NEAR THE SOUTHWEST CORNER OF THE BUILDING, ON THE
 JU1814'EAST END OF THE STONE WINDOW SILL, AND 2 FEET ABOVE THE SIDEWALK.
 JU1814'A SMALL DIM CHISELED CROSS.
 JU1814
 JU1814                          STATION RECOVERY (1979)
 JU1814
 JU1814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1814'RECOVERED IN GOOD CONDITION.
 JU1814
 JU1814                          STATION RECOVERY (1990)
 JU1814
 JU1814'RECOVERY NOTE BY US POWER SQUADRON 1990 (CSU)
 JU1814'MARK RECOVERED IN POOR CONDITION.
 JU1814
 JU1814                          STATION RECOVERY (2001)
 JU1814
 JU1814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU1814'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU1814
 JU1814                          STATION RECOVERY (2003)
 JU1814
 JU1814'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLG)
 JU1814'ADD TO DESCRIPTION - ON THE SOUTH SIDE OF THE BUILDING AND 10 1/2 FEET
 JU1814'FROM THE SOUTHWEST CORNER OF THE BUILDING ON THE EAST END OF THE WELL
 JU1814'WORN STONE DOOR STEP, NOT WINDOW SILL, AND 2 FEET ABOVE THE SIDEWALK
 JU1814'THAT IS BEING REBUILT.  A SMALL VERY DIM CHISELED CROSS.
 JU1814
 JU1814                          STATION RECOVERY (2005)
 JU1814
 JU1814'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU1814'RECOVERED IN GOOD CONDITION.
 JU1814
 JU1814                          STATION RECOVERY (2013)
 JU1814
 JU1814'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1814'DOOR WAYS ARE BOARDED UP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1801 ***********************************************************************
 JU1801  DESIGNATION -  4 70
 JU1801  PID         -  JU1801
 JU1801  STATE/COUNTY-  DE/NEW CASTLE
 JU1801  COUNTRY     -  US
 JU1801  USGS QUAD   -  DELAWARE CITY (2016)
 JU1801
 JU1801                         *CURRENT SURVEY CONTROL
 JU1801  ______________________________________________________________________
 JU1801* NAD 83(1986) POSITION- 39 33 39.     (N) 075 34 16.     (W)   SCALED
 JU1801* NAVD 88 ORTHO HEIGHT -     4.351 (meters)       14.27  (feet) ADJUSTED
 JU1801  ______________________________________________________________________
 JU1801  GEOID HEIGHT    -        -33.420 (meters)                     GEOID18
 JU1801  DYNAMIC HEIGHT  -          4.349 (meters)       14.27  (feet) COMP
 JU1801  MODELED GRAVITY -    980,127.7   (mgal)                       NAVD 88
 JU1801
 JU1801  VERT ORDER      -  FIRST     CLASS I
 JU1801
 JU1801.The horizontal coordinates were scaled from a map and have
 JU1801.an estimated accuracy of +/- 6 seconds.
 JU1801
 JU1801.The orthometric height was determined by differential leveling and
 JU1801.adjusted by the NATIONAL GEODETIC SURVEY
 JU1801.in June 1991.
 JU1801
 JU1801.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1801.GEOID18 height accuracy estimate available here.
 JU1801
 JU1801.Click photographs - Photos may exist for this station.
 JU1801
 JU1801.The dynamic height is computed by dividing the NAVD 88
 JU1801.geopotential number by the normal gravity value computed on the
 JU1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1801.degrees latitude (g = 980.6199 gals.).
 JU1801
 JU1801.The modeled gravity was interpolated from observed gravity values.
 JU1801
 JU1801;                    North         East    Units  Estimated Accuracy
 JU1801;SPC DE       -   173,280.      186,730.      MT  (+/- 180 meters Scaled)
 JU1801
 JU1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ509791(NAD 83)
 JU1801
 JU1801                          SUPERSEDED SURVEY CONTROL
 JU1801
 JU1801  NGVD 29 (01/10/92)    4.737  (m)           15.54   (f) ADJUSTED    1 1
 JU1801  NGVD 29 (??/??/87)    4.737  (m)           15.54   (f) SUPERSEDED  1 1
 JU1801
 JU1801.Superseded values are not recommended for survey control.
 JU1801
 JU1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1801.See file dsdata.pdf to determine how the superseded data were derived.
 JU1801
 JU1801_MARKER: DD = SURVEY DISK
 JU1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1801_STAMPING: 4-70
 JU1801_MARK LOGO: USACE
 JU1801_PROJECTION: RECESSED 8 CENTIMETERS
 JU1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1801+STABILITY: SURFACE MOTION
 JU1801
 JU1801  HISTORY     - Date     Condition        Report By
 JU1801  HISTORY     - UNK      MONUMENTED       USACE
 JU1801  HISTORY     - 1971     GOOD             NGS
 JU1801  HISTORY     - 1979     GOOD             NGS
 JU1801  HISTORY     - 19901126 GOOD             USPSQD
 JU1801  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1801
 JU1801                          STATION DESCRIPTION
 JU1801
 JU1801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JU1801'0.6 MI E FROM REEDY POINT.
 JU1801'ABOUT 0.65 MILE EAST ALONG A GRAVEL ROAD ALONG THE NORTH SIDE OF
 JU1801'THE CHESAPEAKE AND DELAWARE CANAL FROM THE STATE HIGHWAY 9 BRIDGE
 JU1801'OVER THE CANAL AT REEDY POINT, ALONG THE 2ND LEVEL OF THE
 JU1801'LEVEE ROAD, 60 1/2 FEET NORTH OF AND ACROSS THE ROAD ON THE
 JU1801'FIRST LEVEE FROM POWER LINE POLE NO. 65, 56.3 FEET WEST OF THE
 JU1801'NORTHWEST CORNER OF THE USE RADIO BUILDING, 17 1/2 FEET SOUTH
 JU1801'OF THE CENTER LINE OF THE GRAVEL ROAD ON THE 2ND LEVEE, 18
 JU1801'FEET NORTHWEST OF A FLAGPOLE, 139 FEET SOUTHWEST OF AND ACROSS
 JU1801'GRAVEL ROAD FROM BENCH MARK G 40 DESCRIBED, 1.5 FEET SOUTHEAST
 JU1801'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 JU1801'THE TOP OF A CONCRETE POST 3 INCHES BELOW THE LEVEL OF THE
 JU1801'GROUND.
 JU1801
 JU1801                          STATION RECOVERY (1979)
 JU1801
 JU1801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1801'RECOVERED IN GOOD CONDITION.
 JU1801
 JU1801                          STATION RECOVERY (1990)
 JU1801
 JU1801'RECOVERY NOTE BY US POWER SQUADRON 1990 (CSU)
 JU1801'RECOVERED IN GOOD CONDITION.
 JU1801
 JU1801                          STATION RECOVERY (2013)
 JU1801
 JU1801'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1801'GATE BLOCKS ACCESS TO ROAD FOR VEHICLES
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1802 ***********************************************************************
 JU1802  DESIGNATION -  4 STA 8 A
 JU1802  PID         -  JU1802
 JU1802  STATE/COUNTY-  DE/NEW CASTLE
 JU1802  COUNTRY     -  US
 JU1802  USGS QUAD   -  DELAWARE CITY (2016)
 JU1802
 JU1802                         *CURRENT SURVEY CONTROL
 JU1802  ______________________________________________________________________
 JU1802* NAD 83(1986) POSITION- 39 33 41.     (N) 075 34 05.     (W)   SCALED
 JU1802* NAVD 88 ORTHO HEIGHT -     2.549 (meters)        8.36  (feet) ADJUSTED
 JU1802  ______________________________________________________________________
 JU1802  GEOID HEIGHT    -        -33.424 (meters)                     GEOID18
 JU1802  DYNAMIC HEIGHT  -          2.548 (meters)        8.36  (feet) COMP
 JU1802  MODELED GRAVITY -    980,127.5   (mgal)                       NAVD 88
 JU1802
 JU1802  VERT ORDER      -  FIRST     CLASS I
 JU1802
 JU1802.The horizontal coordinates were scaled from a map and have
 JU1802.an estimated accuracy of +/- 6 seconds.
 JU1802
 JU1802.The orthometric height was determined by differential leveling and
 JU1802.adjusted by the NATIONAL GEODETIC SURVEY
 JU1802.in June 1991.
 JU1802
 JU1802.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1802.GEOID18 height accuracy estimate available here.
 JU1802
 JU1802.Click photographs - Photos may exist for this station.
 JU1802
 JU1802.The dynamic height is computed by dividing the NAVD 88
 JU1802.geopotential number by the normal gravity value computed on the
 JU1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1802.degrees latitude (g = 980.6199 gals.).
 JU1802
 JU1802.The modeled gravity was interpolated from observed gravity values.
 JU1802
 JU1802;                    North         East    Units  Estimated Accuracy
 JU1802;SPC DE       -   173,340.      186,990.      MT  (+/- 180 meters Scaled)
 JU1802
 JU1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ512792(NAD 83)
 JU1802
 JU1802                          SUPERSEDED SURVEY CONTROL
 JU1802
 JU1802  NGVD 29 (11/26/84)    2.784  (m)            9.13   (f) ADJUSTED    1 1
 JU1802
 JU1802.Superseded values are not recommended for survey control.
 JU1802
 JU1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1802.See file dsdata.pdf to determine how the superseded data were derived.
 JU1802
 JU1802_MARKER: DB = BENCH MARK DISK
 JU1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1802_STAMPING: NO 4 1958
 JU1802_MARK LOGO: CGS
 JU1802_PROJECTION: PROJECTING 5 CENTIMETERS
 JU1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1802+STABILITY: SURFACE MOTION
 JU1802
 JU1802  HISTORY     - Date     Condition        Report By
 JU1802  HISTORY     - 1958     MONUMENTED       CGS
 JU1802  HISTORY     - 1963     GOOD             CGS
 JU1802  HISTORY     - 1971     MARK NOT FOUND   NGS
 JU1802  HISTORY     - 19950921 MARK NOT FOUND   NOS
 JU1802
 JU1802                          STATION DESCRIPTION
 JU1802
 JU1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1802'0.9 MI E FROM REEDY POINT.
 JU1802'0.9 MILE EAST ALONG A DIRT ROAD LEADING TO THE USE WHARF
 JU1802'FROM THE JUNCTION OF STATE HIGHWAY 9 AT THE NORTH END OF THE
 JU1802'DRAWBRIDGE OVER THE DELAWARE AND CHESAPEAKE CANAL AT REEDY
 JU1802'POINT, 3 FEET NORTHEAST OF THE 4TH POWER LINE POLE NORTHWEST
 JU1802'OF TIDAL 1 1956 DESCRIBED, AND SET IN THE TOP OF A CONCRETE
 JU1802'POST PROJECTING 2 INCHES.
 JU1802
 JU1802                          STATION RECOVERY (1971)
 JU1802
 JU1802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JU1802'MARK NOT FOUND.
 JU1802
 JU1802                          STATION RECOVERY (1995)
 JU1802
 JU1802'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 JU1802'NOT RECOVERED.  NOTE--A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE
 JU1802'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1127 ***********************************************************************
 JU1127  DESIGNATION -  40 PRR
 JU1127  PID         -  JU1127
 JU1127  STATE/COUNTY-  DE/KENT
 JU1127  COUNTRY     -  US
 JU1127  USGS QUAD   -  WYOMING (2016)
 JU1127
 JU1127                         *CURRENT SURVEY CONTROL
 JU1127  ______________________________________________________________________
 JU1127* NAD 83(1986) POSITION- 39 00 39.0    (N) 075 34 33.2    (W)   HD_HELD2
 JU1127* NAVD 88 ORTHO HEIGHT -    18.793 (meters)       61.66  (feet) ADJUSTED
 JU1127  ______________________________________________________________________
 JU1127  GEOID HEIGHT    -        -34.856 (meters)                     GEOID18
 JU1127  DYNAMIC HEIGHT  -         18.783 (meters)       61.62  (feet) COMP
 JU1127  MODELED GRAVITY -    980,053.8   (mgal)                       NAVD 88
 JU1127
 JU1127  VERT ORDER      -  FIRST     CLASS I
 JU1127
 JU1127.The horizontal coordinates were established by autonomous hand held GPS
 JU1127.observations and have an estimated accuracy of +/- 10 meters.
 JU1127
 JU1127.The orthometric height was determined by differential leveling and
 JU1127.adjusted by the NATIONAL GEODETIC SURVEY
 JU1127.in June 1991.
 JU1127
 JU1127.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1127.GEOID18 height accuracy estimate available here.
 JU1127
 JU1127.Click photographs - Photos may exist for this station.
 JU1127
 JU1127.The dynamic height is computed by dividing the NAVD 88
 JU1127.geopotential number by the normal gravity value computed on the
 JU1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1127.degrees latitude (g = 980.6199 gals.).
 JU1127
 JU1127.The modeled gravity was interpolated from observed gravity values.
 JU1127
 JU1127;                    North         East    Units  Estimated Accuracy
 JU1127;SPC DE       -   112,220.      186,209.      MT  (+/- 10 meters HH2 GPS)
 JU1127
 JU1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5014018136(NAD 83)
 JU1127
 JU1127                          SUPERSEDED SURVEY CONTROL
 JU1127
 JU1127  NGVD 29 (11/26/84)   19.033  (m)           62.44   (f) ADJUSTED    1 1
 JU1127
 JU1127.Superseded values are not recommended for survey control.
 JU1127
 JU1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1127.See file dsdata.pdf to determine how the superseded data were derived.
 JU1127
 JU1127_MARKER: B = BOLT
 JU1127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1127_SP_SET: BUILDING
 JU1127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1127+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 JU1127
 JU1127  HISTORY     - Date     Condition        Report By
 JU1127  HISTORY     - UNK      MONUMENTED       PRR
 JU1127  HISTORY     - 1963     GOOD             CGS
 JU1127  HISTORY     - 1970     GOOD             NGS
 JU1127  HISTORY     - 1981     GOOD             UDE
 JU1127  HISTORY     - 20020615 GOOD             USPSQD
 JU1127  HISTORY     - 20111005 GOOD             NGS
 JU1127  HISTORY     - 20120321 GOOD             DELCOS
 JU1127
 JU1127                          STATION DESCRIPTION
 JU1127
 JU1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1127'AT FELTON, ALONG THE PENNSYLVANIA RAILROAD, SET IN THE TOP OF THE
 JU1127'STONE SILL AT THE MOTOR SCOOTER ENTRANCE ON THE WEST SIDE OF THE
 JU1127'STATION BUILDING, A COPPER BOLT IN A CHISELED SQUARE AND MARKED
 JU1127'BY THE LETTERS AND NUMBERS BM 40.
 JU1127
 JU1127                          STATION RECOVERY (1970)
 JU1127
 JU1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JU1127'RECOVERED IN GOOD CONDITION.
 JU1127
 JU1127                          STATION RECOVERY (1981)
 JU1127
 JU1127'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1127'RECOVERED IN GOOD CONDITION.
 JU1127
 JU1127                          STATION RECOVERY (2002)
 JU1127
 JU1127'RECOVERY NOTE BY US POWER SQUADRON 2002 (RP)
 JU1127'RECOVERED IN GOOD CONDITION.
 JU1127
 JU1127                          STATION RECOVERY (2011)
 JU1127
 JU1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (DRD)
 JU1127'BUILDING IS NOW THE FELTON COMMUNITY CENTER.  WRITING AROUND THE MARK
 JU1127'HAS BEEN OBLITERATED.
 JU1127
 JU1127                          STATION RECOVERY (2012)
 JU1127
 JU1127'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1127'BUILIDING IS NOW THE FELTON COMMUNITY MUSEUM.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1115 ***********************************************************************
 JU1115  DESIGNATION -  42
 JU1115  PID         -  JU1115
 JU1115  STATE/COUNTY-  DE/KENT
 JU1115  COUNTRY     -  US
 JU1115  USGS QUAD   -  WYOMING (2016)
 JU1115
 JU1115                         *CURRENT SURVEY CONTROL
 JU1115  ______________________________________________________________________
 JU1115* NAD 83(1986) POSITION- 39 07 02.     (N) 075 33 37.     (W)   SCALED
 JU1115* NAVD 88 ORTHO HEIGHT -    12.465 (meters)       40.90  (feet) ADJUSTED
 JU1115  ______________________________________________________________________
 JU1115  GEOID HEIGHT    -        -34.492 (meters)                     GEOID18
 JU1115  DYNAMIC HEIGHT  -         12.458 (meters)       40.87  (feet) COMP
 JU1115  MODELED GRAVITY -    980,078.1   (mgal)                       NAVD 88
 JU1115
 JU1115  VERT ORDER      -  FIRST     CLASS I
 JU1115
 JU1115.The horizontal coordinates were scaled from a map and have
 JU1115.an estimated accuracy of +/- 6 seconds.
 JU1115
 JU1115.The orthometric height was determined by differential leveling and
 JU1115.adjusted by the NATIONAL GEODETIC SURVEY
 JU1115.in June 1991.
 JU1115
 JU1115.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1115.GEOID18 height accuracy estimate available here.
 JU1115
 JU1115.Click photographs - Photos may exist for this station.
 JU1115
 JU1115.The dynamic height is computed by dividing the NAVD 88
 JU1115.geopotential number by the normal gravity value computed on the
 JU1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1115.degrees latitude (g = 980.6199 gals.).
 JU1115
 JU1115.The modeled gravity was interpolated from observed gravity values.
 JU1115
 JU1115;                    North         East    Units  Estimated Accuracy
 JU1115;SPC DE       -   124,030.      187,580.      MT  (+/- 180 meters Scaled)
 JU1115
 JU1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ515299(NAD 83)
 JU1115
 JU1115                          SUPERSEDED SURVEY CONTROL
 JU1115
 JU1115  NGVD 29 (11/26/84)   12.702  (m)           41.67   (f) ADJUSTED    1 1
 JU1115
 JU1115.Superseded values are not recommended for survey control.
 JU1115
 JU1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1115.See file dsdata.pdf to determine how the superseded data were derived.
 JU1115
 JU1115_MARKER: DB = BENCH MARK DISK
 JU1115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1115_SP_SET: DOOR SILL
 JU1115_STAMPING: T STA NO 2 W 1926 42 DEL
 JU1115_MARK LOGO: USGS
 JU1115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1115+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2019
 JU1115
 JU1115  HISTORY     - Date     Condition        Report By
 JU1115  HISTORY     - 1926     MONUMENTED       USGS
 JU1115  HISTORY     - 1963     GOOD             CGS
 JU1115  HISTORY     - 1981     GOOD             UDE
 JU1115  HISTORY     - 20020615 GOOD             USPSQD
 JU1115  HISTORY     - 20100130 GOOD             BECMOR
 JU1115  HISTORY     - 20111005 GOOD             NGS
 JU1115  HISTORY     - 20190621 GOOD             USPSQD
 JU1115
 JU1115                          STATION DESCRIPTION
 JU1115
 JU1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1115'AT WYOMING.
 JU1115'AT WYOMING, 200 FEET SOUTHWEST OF THE PENNSYLVANIA RAILROAD
 JU1115'STATION, 60 FEET WEST OF WEST RAIL OF MAIN TRACK, AT THE MARKER
 JU1115'HARDWARE STORE, SET VERTICALLY IN THE APPROXIMATE CENTER OF THE
 JU1115'STONE DOOR SILL AND PROTECTED BY A 6-INCH BY 6-INCH STEEL PLATE.
 JU1115
 JU1115                          STATION RECOVERY (1981)
 JU1115
 JU1115'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1115'RECOVERED IN GOOD CONDITION.
 JU1115
 JU1115                          STATION RECOVERY (2002)
 JU1115
 JU1115'RECOVERY NOTE BY US POWER SQUADRON 2002 (AL)
 JU1115'BUILDING IS NOW A LIGHT-HOUSE CHURCH
 JU1115
 JU1115                          STATION RECOVERY (2010)
 JU1115
 JU1115'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1115'RECOVERED IN GOOD CONDITION.
 JU1115
 JU1115                          STATION RECOVERY (2011)
 JU1115
 JU1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (DRD)
 JU1115'RECOVERED IN GOOD CONDITION.
 JU1115
 JU1115                          STATION RECOVERY (2019)
 JU1115
 JU1115'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 JU1115'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0860 ***********************************************************************
 HU0860  DESIGNATION -  42
 HU0860  PID         -  HU0860
 HU0860  STATE/COUNTY-  DE/KENT
 HU0860  COUNTRY     -  US
 HU0860  USGS QUAD   -  HARRINGTON (2016)
 HU0860
 HU0860                         *CURRENT SURVEY CONTROL
 HU0860  ______________________________________________________________________
 HU0860* NAD 83(1986) POSITION- 38 58 33.     (N) 075 34 44.     (W)   SCALED
 HU0860* NAVD 88 ORTHO HEIGHT -    12.156 (meters)       39.88  (feet) ADJUSTED
 HU0860  ______________________________________________________________________
 HU0860  GEOID HEIGHT    -        -34.966 (meters)                     GEOID18
 HU0860  DYNAMIC HEIGHT  -         12.149 (meters)       39.86  (feet) COMP
 HU0860  MODELED GRAVITY -    980,051.6   (mgal)                       NAVD 88
 HU0860
 HU0860  VERT ORDER      -  FIRST     CLASS II
 HU0860
 HU0860.The horizontal coordinates were scaled from a map and have
 HU0860.an estimated accuracy of +/- 6 seconds.
 HU0860
 HU0860.The orthometric height was determined by differential leveling and
 HU0860.adjusted by the NATIONAL GEODETIC SURVEY
 HU0860.in June 1991.
 HU0860
 HU0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0860.GEOID18 height accuracy estimate available here.
 HU0860
 HU0860.Click photographs - Photos may exist for this station.
 HU0860
 HU0860.The dynamic height is computed by dividing the NAVD 88
 HU0860.geopotential number by the normal gravity value computed on the
 HU0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0860.degrees latitude (g = 980.6199 gals.).
 HU0860
 HU0860.The modeled gravity was interpolated from observed gravity values.
 HU0860
 HU0860;                    North         East    Units  Estimated Accuracy
 HU0860;SPC DE       -   108,340.      185,940.      MT  (+/- 180 meters Scaled)
 HU0860
 HU0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ498142(NAD 83)
 HU0860
 HU0860                          SUPERSEDED SURVEY CONTROL
 HU0860
 HU0860  NGVD 29 (11/26/84)   12.406  (m)           40.70   (f) ADJUSTED    1 2
 HU0860
 HU0860.Superseded values are not recommended for survey control.
 HU0860
 HU0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0860.See file dsdata.pdf to determine how the superseded data were derived.
 HU0860
 HU0860_MARKER: B = BOLT
 HU0860_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0860_SP_SET: BRIDGE
 HU0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0860
 HU0860  HISTORY     - Date     Condition        Report By
 HU0860  HISTORY     - UNK      MONUMENTED       PRR
 HU0860  HISTORY     - 1934     GOOD             CGS
 HU0860  HISTORY     - 1963     MARK NOT FOUND   CGS
 HU0860
 HU0860                          STATION DESCRIPTION
 HU0860
 HU0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HU0860'2.4 MI S FROM FELTON.
 HU0860'2.4 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM FELTON, KENT
 HU0860'COUNTY, AT BRIDGE 60.71 OVER BLACK SWAMP CREEK, ON THE SOUTHEAST
 HU0860'BRIDGE SEAT, AND 4 FEET LOWER THAN THE TRACK.  A COPPER BOLT IN A
 HU0860'CHISELED SQUARE, MARKED BY BM 42 CUT IN THE STONE.  NOTE-- THERE
 HU0860'IS NOW A WOODEN TRESTLE AT DESCRIBED LOCATION.
 HU0860
 HU0860                          STATION RECOVERY (1963)
 HU0860
 HU0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HU0860'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1253 ***********************************************************************
 JU1253  DESIGNATION -  43
 JU1253  PID         -  JU1253
 JU1253  STATE/COUNTY-  DE/NEW CASTLE
 JU1253  COUNTRY     -  US
 JU1253  USGS QUAD   -  TAYLORS BRIDGE (2016)
 JU1253
 JU1253                         *CURRENT SURVEY CONTROL
 JU1253  ______________________________________________________________________
 JU1253* NAD 83(1986) POSITION- 39 24 18.     (N) 075 35 57.     (W)   SCALED
 JU1253* NAVD 88 ORTHO HEIGHT -     1.175 (meters)        3.86  (feet) ADJUSTED
 JU1253  ______________________________________________________________________
 JU1253  GEOID HEIGHT    -        -33.705 (meters)                     GEOID18
 JU1253  DYNAMIC HEIGHT  -          1.175 (meters)        3.86  (feet) COMP
 JU1253  MODELED GRAVITY -    980,116.5   (mgal)                       NAVD 88
 JU1253
 JU1253  VERT ORDER      -  SECOND    CLASS 0
 JU1253
 JU1253.The horizontal coordinates were scaled from a map and have
 JU1253.an estimated accuracy of +/- 6 seconds.
 JU1253
 JU1253.The orthometric height was determined by differential leveling and
 JU1253.adjusted by the NATIONAL GEODETIC SURVEY
 JU1253.in June 1991.
 JU1253
 JU1253.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1253.GEOID18 height accuracy estimate available here.
 JU1253
 JU1253.Click photographs - Photos may exist for this station.
 JU1253
 JU1253.The dynamic height is computed by dividing the NAVD 88
 JU1253.geopotential number by the normal gravity value computed on the
 JU1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1253.degrees latitude (g = 980.6199 gals.).
 JU1253
 JU1253.The modeled gravity was interpolated from observed gravity values.
 JU1253
 JU1253;                    North         East    Units  Estimated Accuracy
 JU1253;SPC DE       -   155,980.      184,280.      MT  (+/- 180 meters Scaled)
 JU1253
 JU1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ484618(NAD 83)
 JU1253
 JU1253                          SUPERSEDED SURVEY CONTROL
 JU1253
 JU1253  NGVD 29 (11/26/84)    1.399  (m)            4.59   (f) ADJUSTED    2 0
 JU1253
 JU1253.Superseded values are not recommended for survey control.
 JU1253
 JU1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1253.See file dsdata.pdf to determine how the superseded data were derived.
 JU1253
 JU1253_MARKER: X = CHISELED CROSS
 JU1253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1253_SP_SET: BRIDGE
 JU1253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1253
 JU1253  HISTORY     - Date     Condition        Report By
 JU1253  HISTORY     - UNK      MONUMENTED       USACE
 JU1253  HISTORY     - 1961     GOOD             CGS
 JU1253  HISTORY     - 19891122 MARK NOT FOUND   USGS
 JU1253  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1253
 JU1253                          STATION DESCRIPTION
 JU1253
 JU1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU1253'0.6 MI W FROM TAYLORS BRIDGE.
 JU1253'0.6 MILE WEST ON BLACKTOPPED ROAD FROM THE COMMUNITY BUILDING.
 JU1253'1 FOOT WEST OF THE EAST END OF THE CAPSTONE
 JU1253'IN THE SOUTH ABUTMENT WALL AT THE EAST END OF TAYLORS BRIDGE OVER
 JU1253'BLACKBIRD CREEK.
 JU1253
 JU1253                          STATION RECOVERY (1989)
 JU1253
 JU1253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989
 JU1253'MARK NOT FOUND.
 JU1253
 JU1253                          STATION RECOVERY (2013)
 JU1253
 JU1253'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1253'POSSIBLY DESTROYED DURING BRIDGE MAINTENANCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0161 ***********************************************************************
 HU0161  DESIGNATION -  43.09
 HU0161  PID         -  HU0161
 HU0161  STATE/COUNTY-  DE/SUSSEX
 HU0161  COUNTRY     -  US
 HU0161  USGS QUAD   -  HARBESON (2016)
 HU0161
 HU0161                         *CURRENT SURVEY CONTROL
 HU0161  ______________________________________________________________________
 HU0161* NAD 83(1986) POSITION- 38 38 28.     (N) 075 20 25.     (W)   SCALED
 HU0161* NAVD 88 ORTHO HEIGHT -    12.485 (meters)       40.96  (feet) ADJUSTED
 HU0161  ______________________________________________________________________
 HU0161  GEOID HEIGHT    -        -35.684 (meters)                     GEOID18
 HU0161  DYNAMIC HEIGHT  -         12.477 (meters)       40.94  (feet) COMP
 HU0161  MODELED GRAVITY -    980,023.3   (mgal)                       NAVD 88
 HU0161
 HU0161  VERT ORDER      -  SECOND    CLASS 0
 HU0161
 HU0161.The horizontal coordinates were scaled from a map and have
 HU0161.an estimated accuracy of +/- 6 seconds.
 HU0161
 HU0161.The orthometric height was determined by differential leveling and
 HU0161.adjusted by the NATIONAL GEODETIC SURVEY
 HU0161.in June 1991.
 HU0161
 HU0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0161.GEOID18 height accuracy estimate available here.
 HU0161
 HU0161.Click photographs - Photos may exist for this station.
 HU0161
 HU0161.The dynamic height is computed by dividing the NAVD 88
 HU0161.geopotential number by the normal gravity value computed on the
 HU0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0161.degrees latitude (g = 980.6199 gals.).
 HU0161
 HU0161.The modeled gravity was interpolated from observed gravity values.
 HU0161
 HU0161;                    North         East    Units  Estimated Accuracy
 HU0161;SPC DE       -    71,170.      206,650.      MT  (+/- 180 meters Scaled)
 HU0161
 HU0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH703770(NAD 83)
 HU0161
 HU0161                          SUPERSEDED SURVEY CONTROL
 HU0161
 HU0161  NGVD 29 (11/26/84)   12.723  (m)           41.74   (f) ADJUSTED    2 0
 HU0161
 HU0161.Superseded values are not recommended for survey control.
 HU0161
 HU0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0161.See file dsdata.pdf to determine how the superseded data were derived.
 HU0161
 HU0161_MARKER: B = BOLT
 HU0161_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HU0161+WITH SETTING: PAVEMENT
 HU0161_SP_SET: FOUNDATION
 HU0161_MARK LOGO: NONE
 HU0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0161+STABILITY: SURFACE MOTION
 HU0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0161+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 HU0161
 HU0161  HISTORY     - Date     Condition        Report By
 HU0161  HISTORY     - UNK      MONUMENTED       PRR
 HU0161  HISTORY     - 1943     GOOD             CGS
 HU0161  HISTORY     - 19901031 GOOD             NGS
 HU0161  HISTORY     - 20041110 GOOD             NSRR
 HU0161  HISTORY     - 20120210 GOOD             DELCOS
 HU0161
 HU0161                          STATION DESCRIPTION
 HU0161
 HU0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HU0161'AT STOCKLEY.
 HU0161'AT STOCKLEY, SUSSEX COUNTY, ON THE PENNSYLVANIA RAILROAD 8 FEET
 HU0161'SOUTH OF THE STATION, 18 FEET EAST OF THE CENTERLINE OF THE TRACK,
 HU0161'IN THE BASE OF AN ABANDONED SIGNAL, AND 1 FOOT ABOVE THE TOP OF
 HU0161'THE RAIL.  A COPPER BOLT.
 HU0161
 HU0161                          STATION RECOVERY (1990)
 HU0161
 HU0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0161'6.7 KM (4.2 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 113 FROM THE JUNCTION
 HU0161'OF U.S. HIGHWAY 9 IN GEORGETOWN, THENCE 1.2 KM (0.7 MI) NORTHEASTERLY
 HU0161'ALONG COUNTY ROAD 432, A COPPER BOLT IN TOP OF THE SOUTH CORNER OF
 HU0161'THE CONCRETE FOOTING OF A RAILROAD SIGNAL, 15.8 M (51.8 FT) NORTHWEST
 HU0161'OF AND LEVEL WITH THE ROAD CENTERLINE, 3.9 M (12.8 FT) NORTHEAST OF
 HU0161'THE NEAR RAIL OF THE CONRAIL RAILROAD, 0.2 M (0.7 FT) NORTHWEST OF A
 HU0161'WITNESS POST, AND FLUSH WITH THE GROUND SURFACE.
 HU0161
 HU0161                          STATION RECOVERY (2004)
 HU0161
 HU0161'RECOVERY NOTE BY NORFOLK SOUTHERN RAILROAD 2004 (FRS)
 HU0161'RECOVERED IN GOOD CONDITION.
 HU0161
 HU0161                          STATION RECOVERY (2012)
 HU0161
 HU0161'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0161'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0866 ***********************************************************************
 HU0866  DESIGNATION -  44
 HU0866  PID         -  HU0866
 HU0866  STATE/COUNTY-  DE/KENT
 HU0866  COUNTRY     -  US
 HU0866  USGS QUAD   -  HARRINGTON (2016)
 HU0866
 HU0866                         *CURRENT SURVEY CONTROL
 HU0866  ______________________________________________________________________
 HU0866* NAD 83(1986) POSITION- 38 55 27.     (N) 075 34 37.     (W)   SCALED
 HU0866* NAVD 88 ORTHO HEIGHT -    18.473 (meters)       60.61  (feet) ADJUSTED
 HU0866  ______________________________________________________________________
 HU0866  GEOID HEIGHT    -        -35.112 (meters)                     GEOID18
 HU0866  DYNAMIC HEIGHT  -         18.462 (meters)       60.57  (feet) COMP
 HU0866  MODELED GRAVITY -    980,044.1   (mgal)                       NAVD 88
 HU0866
 HU0866  VERT ORDER      -  FIRST     CLASS I
 HU0866
 HU0866.The horizontal coordinates were scaled from a map and have
 HU0866.an estimated accuracy of +/- 6 seconds.
 HU0866
 HU0866.The orthometric height was determined by differential leveling and
 HU0866.adjusted by the NATIONAL GEODETIC SURVEY
 HU0866.in June 1991.
 HU0866
 HU0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0866.GEOID18 height accuracy estimate available here.
 HU0866
 HU0866.Click photographs - Photos may exist for this station.
 HU0866
 HU0866.The dynamic height is computed by dividing the NAVD 88
 HU0866.geopotential number by the normal gravity value computed on the
 HU0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0866.degrees latitude (g = 980.6199 gals.).
 HU0866
 HU0866.The modeled gravity was interpolated from observed gravity values.
 HU0866
 HU0866;                    North         East    Units  Estimated Accuracy
 HU0866;SPC DE       -   102,600.      186,100.      MT  (+/- 180 meters Scaled)
 HU0866
 HU0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ499085(NAD 83)
 HU0866
 HU0866                          SUPERSEDED SURVEY CONTROL
 HU0866
 HU0866  NGVD 29 (11/26/84)   18.715  (m)           61.40   (f) ADJUSTED    1 1
 HU0866
 HU0866.Superseded values are not recommended for survey control.
 HU0866
 HU0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0866.See file dsdata.pdf to determine how the superseded data were derived.
 HU0866
 HU0866_MARKER: B = BOLT
 HU0866_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0866_SP_SET: BUILDING
 HU0866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0866_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0866+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2011
 HU0866
 HU0866  HISTORY     - Date     Condition        Report By
 HU0866  HISTORY     - UNK      MONUMENTED       PRR
 HU0866  HISTORY     - 1963     GOOD             CGS
 HU0866  HISTORY     - 1981     GOOD             UDE
 HU0866  HISTORY     - 20020615 GOOD             USPSQD
 HU0866  HISTORY     - 20090417 GOOD             JCLS
 HU0866  HISTORY     - 20111005 GOOD             NGS
 HU0866
 HU0866                          STATION DESCRIPTION
 HU0866
 HU0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0866'AT HARRINGTON, AT THE PENNSYLVANIA RAILROAD STATION, SET ON TOP OF
 HU0866'THE STONE DOOR SILL OF THE NORTH ENTRANCE TO WAITING ROOM, 31.4
 HU0866'FEET SOUTH OF NORTHWEST CORNER OF THE BUILDING, 20.8 FEET EAST OF
 HU0866'EAST RAIL OF MAIN TRACK, ABOUT LEVEL WITH TRACK, AND IS A COPPER
 HU0866'BOLT IN A CHISELED SQUARE MARKED BY THE LETTERS AND NUMBERS
 HU0866'BM 44.
 HU0866
 HU0866                          STATION RECOVERY (1981)
 HU0866
 HU0866'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0866'RECOVERED IN GOOD CONDITION.
 HU0866
 HU0866                          STATION RECOVERY (2002)
 HU0866
 HU0866'RECOVERY NOTE BY US POWER SQUADRON 2002 (RP)
 HU0866'WEST ENTRANCE TO WAITING ROOM, NOT NORTH ENTRANCE.
 HU0866
 HU0866                          STATION RECOVERY (2009)
 HU0866
 HU0866'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 HU0866'RECOVERED IN GOOD CONDITION.
 HU0866
 HU0866                          STATION RECOVERY (2011)
 HU0866
 HU0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (DRD)
 HU0866'BUILDING IS NOW THE NORFOLK SOUTHERN DELMARVA BUSINESS UNIT.
 HU0866'INSCRIPTION AROUND THE MARK HAS BEEN OBLITERATED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1085 ***********************************************************************
 JU1085  DESIGNATION -  45
 JU1085  PID         -  JU1085
 JU1085  STATE/COUNTY-  DE/KENT
 JU1085  COUNTRY     -  US
 JU1085  USGS QUAD   -  CLAYTON (2016)
 JU1085
 JU1085                         *CURRENT SURVEY CONTROL
 JU1085  ______________________________________________________________________
 JU1085* NAD 83(1986) POSITION- 39 17 28.4    (N) 075 37 57.5    (W)   HD_HELD2
 JU1085* NAVD 88 ORTHO HEIGHT -    13.388 (meters)       43.92  (feet) ADJUSTED
 JU1085  ______________________________________________________________________
 JU1085  GEOID HEIGHT    -        -33.846 (meters)                     GEOID18
 JU1085  DYNAMIC HEIGHT  -         13.381 (meters)       43.90  (feet) COMP
 JU1085  MODELED GRAVITY -    980,108.3   (mgal)                       NAVD 88
 JU1085
 JU1085  VERT ORDER      -  FIRST     CLASS II
 JU1085
 JU1085.The horizontal coordinates were established by autonomous hand held GPS
 JU1085.observations and have an estimated accuracy of +/- 10 meters.
 JU1085
 JU1085.The orthometric height was determined by differential leveling and
 JU1085.adjusted by the NATIONAL GEODETIC SURVEY
 JU1085.in June 1991.
 JU1085
 JU1085.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1085.GEOID18 height accuracy estimate available here.
 JU1085
 JU1085.Click photographs - Photos may exist for this station.
 JU1085
 JU1085.The dynamic height is computed by dividing the NAVD 88
 JU1085.geopotential number by the normal gravity value computed on the
 JU1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1085.degrees latitude (g = 980.6199 gals.).
 JU1085
 JU1085.The modeled gravity was interpolated from observed gravity values.
 JU1085
 JU1085;                    North         East    Units  Estimated Accuracy
 JU1085;SPC DE       -   143,358.      181,368.      MT  (+/- 10 meters HH2 GPS)
 JU1085
 JU1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4544349285(NAD 83)
 JU1085
 JU1085                          SUPERSEDED SURVEY CONTROL
 JU1085
 JU1085  NGVD 29 (11/26/84)   13.634  (m)           44.73   (f) ADJUSTED    1 2
 JU1085
 JU1085.Superseded values are not recommended for survey control.
 JU1085
 JU1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1085.See file dsdata.pdf to determine how the superseded data were derived.
 JU1085
 JU1085_MARKER: DD = SURVEY DISK
 JU1085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1085_SP_SET: BUILDING
 JU1085_STAMPING: 45
 JU1085_MARK LOGO: USGS
 JU1085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1085+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2011
 JU1085
 JU1085  HISTORY     - Date     Condition        Report By
 JU1085  HISTORY     - 1896     MONUMENTED       USGS
 JU1085  HISTORY     - 1963     GOOD             CGS
 JU1085  HISTORY     - 1981     GOOD             UDE
 JU1085  HISTORY     - 19971220 GOOD             USPSQD
 JU1085  HISTORY     - 20020615 GOOD             USPSQD
 JU1085  HISTORY     - 20100124 GOOD             BECMOR
 JU1085  HISTORY     - 20111005 GOOD             NGS
 JU1085
 JU1085                          STATION DESCRIPTION
 JU1085
 JU1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1085'AT CLAYTON.
 JU1085'AT CLAYTON, ALONG THE PENNSYLVANIA RAILROAD, 63 FEET EAST AND
 JU1085'ACROSS BASSETT STREET FROM THE SOUTHEAST CORNER OF THE STATION, SET
 JU1085'VERTICALLY IN THE NORTH BRICK FACE OF AN ABANDONED ONE STORY
 JU1085'BUILDING, 1.5 FEET EAST OF NORTHWEST CORNER OF THE BUILDING,
 JU1085'AND 4 FEET ABOVE LEVEL OF GROUND.
 JU1085
 JU1085                          STATION RECOVERY (1981)
 JU1085
 JU1085'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1085'RECOVERED IN GOOD CONDITION.
 JU1085
 JU1085                          STATION RECOVERY (1997)
 JU1085
 JU1085'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU1085'RECOVERED IN GOOD CONDITION.
 JU1085
 JU1085                          STATION RECOVERY (2002)
 JU1085
 JU1085'RECOVERY NOTE BY US POWER SQUADRON 2002 (EM)
 JU1085'RECOVERED IN GOOD CONDITION.
 JU1085
 JU1085                          STATION RECOVERY (2010)
 JU1085
 JU1085'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1085'RECOVERED IN GOOD CONDITION.
 JU1085
 JU1085                          STATION RECOVERY (2011)
 JU1085
 JU1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (DRD)
 JU1085'BUILDING IS LOCATED AT 100 S. BASSETT ST., AND IS CURRENTLY OCCUPIED
 JU1085'BY A CUSTOM WOOD WORKING SHOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0739 ***********************************************************************
 HU0739  DESIGNATION -  46
 HU0739  PID         -  HU0739
 HU0739  STATE/COUNTY-  DE/KENT
 HU0739  COUNTRY     -  US
 HU0739  USGS QUAD   -  GREENWOOD (2016)
 HU0739
 HU0739                         *CURRENT SURVEY CONTROL
 HU0739  ______________________________________________________________________
 HU0739* NAD 83(1986) POSITION- 38 52 08.     (N) 075 34 45.     (W)   SCALED
 HU0739* NAVD 88 ORTHO HEIGHT -    18.665 (meters)       61.24  (feet) ADJUSTED
 HU0739  ______________________________________________________________________
 HU0739  GEOID HEIGHT    -        -35.246 (meters)                     GEOID18
 HU0739  DYNAMIC HEIGHT  -         18.654 (meters)       61.20  (feet) COMP
 HU0739  MODELED GRAVITY -    980,037.3   (mgal)                       NAVD 88
 HU0739
 HU0739  VERT ORDER      -  FIRST     CLASS II
 HU0739
 HU0739.The horizontal coordinates were scaled from a map and have
 HU0739.an estimated accuracy of +/- 6 seconds.
 HU0739
 HU0739.The orthometric height was determined by differential leveling and
 HU0739.adjusted by the NATIONAL GEODETIC SURVEY
 HU0739.in June 1991.
 HU0739
 HU0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0739.GEOID18 height accuracy estimate available here.
 HU0739
 HU0739.Click photographs - Photos may exist for this station.
 HU0739
 HU0739.The dynamic height is computed by dividing the NAVD 88
 HU0739.geopotential number by the normal gravity value computed on the
 HU0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0739.degrees latitude (g = 980.6199 gals.).
 HU0739
 HU0739.The modeled gravity was interpolated from observed gravity values.
 HU0739
 HU0739;                    North         East    Units  Estimated Accuracy
 HU0739;SPC DE       -    96,460.      185,900.      MT  (+/- 180 meters Scaled)
 HU0739
 HU0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ497023(NAD 83)
 HU0739
 HU0739                          SUPERSEDED SURVEY CONTROL
 HU0739
 HU0739  NGVD 29 (11/26/84)   18.911  (m)           62.04   (f) ADJUSTED    1 2
 HU0739
 HU0739.Superseded values are not recommended for survey control.
 HU0739
 HU0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0739.See file dsdata.pdf to determine how the superseded data were derived.
 HU0739
 HU0739_MARKER: B = BOLT
 HU0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0739+STABILITY: SURFACE MOTION
 HU0739
 HU0739  HISTORY     - Date     Condition        Report By
 HU0739  HISTORY     - UNK      MONUMENTED       PRR
 HU0739  HISTORY     - 1955     MARK NOT FOUND   CGS
 HU0739  HISTORY     - 1963     MARK NOT FOUND   CGS
 HU0739  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0739
 HU0739                          STATION DESCRIPTION
 HU0739
 HU0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HU0739'AT FARMINGTON, KENT COUNTY, 375 FEET SOUTH OF THE PENNSYLVANIA
 HU0739'RAILROAD STATION, 75 FEET SOUTH OF THE FREIGHT STATION, 290 FEET
 HU0739'SOUTH OF MILEPOST 68, 195 FEET NORTH OF A ROAD CROSSING, 11 FEET
 HU0739'EAST OF THE CENTERLINE OF THE NORTH-BOUND TRACK, AND ABOUT 1/2
 HU0739'FOOT LOWER THAN THE TRACK.  A COPPER BOLT, SET IN THE TOP OF A
 HU0739'STONE POST.
 HU0739
 HU0739                          STATION RECOVERY (1963)
 HU0739
 HU0739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HU0739'MARK NOT FOUND.
 HU0739
 HU0739                          STATION RECOVERY (1981)
 HU0739
 HU0739'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0739'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0754 ***********************************************************************
 HU0754  DESIGNATION -  49 A
 HU0754  PID         -  HU0754
 HU0754  STATE/COUNTY-  DE/SUSSEX
 HU0754  COUNTRY     -  US
 HU0754  USGS QUAD   -  SEAFORD EAST (2016)
 HU0754
 HU0754                         *CURRENT SURVEY CONTROL
 HU0754  ______________________________________________________________________
 HU0754* NAD 83(1986) POSITION- 38 44 47.6    (N) 075 36 18.6    (W)   HD_HELD2
 HU0754* NAVD 88 ORTHO HEIGHT -    12.630 (meters)       41.44  (feet) ADJUSTED
 HU0754  ______________________________________________________________________
 HU0754  GEOID HEIGHT    -        -35.457 (meters)                     GEOID18
 HU0754  DYNAMIC HEIGHT  -         12.623 (meters)       41.41  (feet) COMP
 HU0754  MODELED GRAVITY -    980,025.7   (mgal)                       NAVD 88
 HU0754
 HU0754  VERT ORDER      -  FIRST     CLASS I
 HU0754
 HU0754.The horizontal coordinates were established by autonomous hand held GPS
 HU0754.observations and have an estimated accuracy of +/- 10 meters.
 HU0754
 HU0754.The orthometric height was determined by differential leveling and
 HU0754.adjusted by the NATIONAL GEODETIC SURVEY
 HU0754.in June 1991.
 HU0754
 HU0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0754.GEOID18 height accuracy estimate available here.
 HU0754
 HU0754.Click photographs - Photos may exist for this station.
 HU0754
 HU0754.The dynamic height is computed by dividing the NAVD 88
 HU0754.geopotential number by the normal gravity value computed on the
 HU0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0754.degrees latitude (g = 980.6199 gals.).
 HU0754
 HU0754.The modeled gravity was interpolated from observed gravity values.
 HU0754
 HU0754;                    North         East    Units  Estimated Accuracy
 HU0754;SPC DE       -    82,887.      183,613.      MT  (+/- 10 meters HH2 GPS)
 HU0754
 HU0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4741088826(NAD 83)
 HU0754
 HU0754                          SUPERSEDED SURVEY CONTROL
 HU0754
 HU0754  NGVD 29 (11/26/84)   12.878  (m)           42.25   (f) ADJUSTED    1 1
 HU0754
 HU0754.Superseded values are not recommended for survey control.
 HU0754
 HU0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0754.See file dsdata.pdf to determine how the superseded data were derived.
 HU0754
 HU0754_MARKER: B = BOLT
 HU0754_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HU0754_SP_SET: ABUTMENT
 HU0754_MARK LOGO: NONE
 HU0754_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0754+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2013
 HU0754
 HU0754  HISTORY     - Date     Condition        Report By
 HU0754  HISTORY     - UNK      MONUMENTED       PRR
 HU0754  HISTORY     - 1963     GOOD             CGS
 HU0754  HISTORY     - 1981     GOOD             UDE
 HU0754  HISTORY     - 19901031 GOOD             NGS
 HU0754  HISTORY     - 20021202 GOOD             MDSHA
 HU0754  HISTORY     - 20130611 GOOD             DELCOS
 HU0754
 HU0754                          STATION DESCRIPTION
 HU0754
 HU0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0754'0.3 MI N FROM BRIDGEVILLE.
 HU0754'0.3 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0754'AT BRIDGEVILLE, SET ON TOP NORTHEAST WING WALL FOR BRIDGE OVER
 HU0754'BRIDGEVILLE BRANCH, 8 FEET EAST OF EAST RAIL, AND ABOUT 2 FEET
 HU0754'BELOW LEVEL OF TRACK.
 HU0754
 HU0754                          STATION RECOVERY (1981)
 HU0754
 HU0754'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0754'RECOVERED IN GOOD CONDITION.
 HU0754
 HU0754                          STATION RECOVERY (1990)
 HU0754
 HU0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0754'0.5 KM (0.3 MI) NORTHERLY ALONG THE CONRAIL RAILROAD FROM THE
 HU0754'INTERSECTION OF STATE HIGHWAY 404 IN BRIDGEVILLE, A BOLT IN TOP OF
 HU0754'AND 2.7 M (8.9 FT) WEST OF THE EAST END OF THE NORTH STONE ABUTMENT
 HU0754'OF RAILROAD BRIDGE NUMBER 7667 SPANNING BRIDGEVILLE BRANCH, 2.3 M
 HU0754'(7.5 FT) EAST OF THE NEAR RAIL, AND 0.7 M (2.3 FT) BELOW THE LEVEL OF
 HU0754'THE TRACK.
 HU0754
 HU0754                          STATION RECOVERY (2002)
 HU0754
 HU0754'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2002 (SFK)
 HU0754'RECOVERED AS DESCRIBED.
 HU0754
 HU0754                          STATION RECOVERY (2013)
 HU0754
 HU0754'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0754'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0163 ***********************************************************************
 HU0163  DESIGNATION -  49.67
 HU0163  PID         -  HU0163
 HU0163  STATE/COUNTY-  DE/SUSSEX
 HU0163  COUNTRY     -  US
 HU0163  USGS QUAD   -  HARBESON (2016)
 HU0163
 HU0163                         *CURRENT SURVEY CONTROL
 HU0163  ______________________________________________________________________
 HU0163* NAD 83(1986) POSITION- 38 40 50.     (N) 075 22 19.     (W)   SCALED
 HU0163* NAVD 88 ORTHO HEIGHT -    14.506 (meters)       47.59  (feet) ADJUSTED
 HU0163  ______________________________________________________________________
 HU0163  GEOID HEIGHT    -        -35.642 (meters)                     GEOID18
 HU0163  DYNAMIC HEIGHT  -         14.497 (meters)       47.56  (feet) COMP
 HU0163  MODELED GRAVITY -    980,025.1   (mgal)                       NAVD 88
 HU0163
 HU0163  VERT ORDER      -  SECOND    CLASS 0
 HU0163
 HU0163.The horizontal coordinates were scaled from a map and have
 HU0163.an estimated accuracy of +/- 6 seconds.
 HU0163
 HU0163.The orthometric height was determined by differential leveling and
 HU0163.adjusted by the NATIONAL GEODETIC SURVEY
 HU0163.in June 1991.
 HU0163
 HU0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0163.GEOID18 height accuracy estimate available here.
 HU0163
 HU0163.Click photographs - Photos may exist for this station.
 HU0163
 HU0163.The dynamic height is computed by dividing the NAVD 88
 HU0163.geopotential number by the normal gravity value computed on the
 HU0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0163.degrees latitude (g = 980.6199 gals.).
 HU0163
 HU0163.The modeled gravity was interpolated from observed gravity values.
 HU0163
 HU0163;                    North         East    Units  Estimated Accuracy
 HU0163;SPC DE       -    75,540.      203,890.      MT  (+/- 180 meters Scaled)
 HU0163
 HU0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH676813(NAD 83)
 HU0163
 HU0163                          SUPERSEDED SURVEY CONTROL
 HU0163
 HU0163  NGVD 29 (11/26/84)   14.744  (m)           48.37   (f) ADJUSTED    2 0
 HU0163
 HU0163.Superseded values are not recommended for survey control.
 HU0163
 HU0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0163.See file dsdata.pdf to determine how the superseded data were derived.
 HU0163
 HU0163_MARKER: B = BOLT
 HU0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0163_SP_SET: SIGNAL BASE
 HU0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0163
 HU0163  HISTORY     - Date     Condition        Report By
 HU0163  HISTORY     - UNK      MONUMENTED       PRR
 HU0163  HISTORY     - 1955     GOOD             CGS
 HU0163  HISTORY     - 1981     GOOD             UDE
 HU0163  HISTORY     - 19901031 MARK NOT FOUND   NGS
 HU0163
 HU0163                          STATION DESCRIPTION
 HU0163
 HU0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HU0163'1 MI S FROM GEORGETOWN.
 HU0163'1.0 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT
 HU0163'GEORGETOWN, SUSSEX COUNTY, 0.2 MILE NORTH OF MILEPOST 1, 386 FEET
 HU0163'NORTH OF A ROAD CROSSING, 9 FEET EAST OF THE CENTERLINE OF THE
 HU0163'TRACK, IN THE BASE OF AN ABANDONED SIGNAL (THE SIGNAL HAS BEEN
 HU0163'REMOVED BUT THE BASE IS IN GOOD CONDITION) AND 1 FOOT BELOW THE
 HU0163'TOP OF THE RAIL.  A COPPER BOLT.NOTE- SIGNAL HAS BEEN REMOVED BUT
 HU0163'CONCRETE BASE REMAINS IN GOOD CONDITION.
 HU0163
 HU0163                          STATION RECOVERY (1981)
 HU0163
 HU0163'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0163'RECOVERED IN GOOD CONDITION.
 HU0163
 HU0163                          STATION RECOVERY (1990)
 HU0163
 HU0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0163'THE SIGNAL BASE WAS FOUND ON ITS SIDE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0173 ***********************************************************************
 HU0173  DESIGNATION -  5 A
 HU0173  PID         -  HU0173
 HU0173  STATE/COUNTY-  DE/SUSSEX
 HU0173  COUNTRY     -  US
 HU0173  USGS QUAD   -  ELLENDALE (2016)
 HU0173
 HU0173                         *CURRENT SURVEY CONTROL
 HU0173  ______________________________________________________________________
 HU0173* NAD 83(1986) POSITION- 38 45 12.     (N) 075 25 18.     (W)   SCALED
 HU0173* NAVD 88 ORTHO HEIGHT -    13.312 (meters)       43.67  (feet) ADJUSTED
 HU0173  ______________________________________________________________________
 HU0173  GEOID HEIGHT    -        -35.539 (meters)                     GEOID18
 HU0173  DYNAMIC HEIGHT  -         13.303 (meters)       43.64  (feet) COMP
 HU0173  MODELED GRAVITY -    980,029.9   (mgal)                       NAVD 88
 HU0173
 HU0173  VERT ORDER      -  SECOND    CLASS 0
 HU0173
 HU0173.The horizontal coordinates were scaled from a map and have
 HU0173.an estimated accuracy of +/- 6 seconds.
 HU0173
 HU0173.The orthometric height was determined by differential leveling and
 HU0173.adjusted by the NATIONAL GEODETIC SURVEY
 HU0173.in June 1991.
 HU0173
 HU0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0173.GEOID18 height accuracy estimate available here.
 HU0173
 HU0173.Click photographs - Photos may exist for this station.
 HU0173
 HU0173.The dynamic height is computed by dividing the NAVD 88
 HU0173.geopotential number by the normal gravity value computed on the
 HU0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0173.degrees latitude (g = 980.6199 gals.).
 HU0173
 HU0173.The modeled gravity was interpolated from observed gravity values.
 HU0173
 HU0173;                    North         East    Units  Estimated Accuracy
 HU0173;SPC DE       -    83,620.      199,570.      MT  (+/- 180 meters Scaled)
 HU0173
 HU0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH633894(NAD 83)
 HU0173
 HU0173                          SUPERSEDED SURVEY CONTROL
 HU0173
 HU0173  NGVD 29 (11/26/84)   13.552  (m)           44.46   (f) ADJUSTED    2 0
 HU0173
 HU0173.Superseded values are not recommended for survey control.
 HU0173
 HU0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0173.See file dsdata.pdf to determine how the superseded data were derived.
 HU0173
 HU0173_MARKER: B = BOLT
 HU0173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0173_SP_SET: BRIDGE
 HU0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0173
 HU0173  HISTORY     - Date     Condition        Report By
 HU0173  HISTORY     - UNK      MONUMENTED       PRR
 HU0173  HISTORY     - 1935     GOOD             CGS
 HU0173  HISTORY     - 1981     GOOD             UDE
 HU0173
 HU0173                          STATION DESCRIPTION
 HU0173
 HU0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HU0173'3.6 MI S FROM ELLENDALE.
 HU0173'3.6 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0173'AT ELLENDALE, SUSSEX COUNTY, AT 15-FOOT SPAN BRIDGE NO. 19.20, IN
 HU0173'THE TOP OF THE WEST END OF THE NORTH ABUTMENT, 9 FEET WEST OF THE
 HU0173'CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT BELOW THE TOP OF THE
 HU0173'RAIL.  A COPPER BOLT.
 HU0173
 HU0173                          STATION RECOVERY (1981)
 HU0173
 HU0173'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0173'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1800 ***********************************************************************
 JU1800  DESIGNATION -  5 STA 8 A
 JU1800  PID         -  JU1800
 JU1800  STATE/COUNTY-  DE/NEW CASTLE
 JU1800  COUNTRY     -  US
 JU1800  USGS QUAD   -  DELAWARE CITY (2016)
 JU1800
 JU1800                         *CURRENT SURVEY CONTROL
 JU1800  ______________________________________________________________________
 JU1800* NAD 83(1986) POSITION- 39 33 38.     (N) 075 34 21.     (W)   SCALED
 JU1800* NAVD 88 ORTHO HEIGHT -     3.489 (meters)       11.45  (feet) ADJUSTED
 JU1800  ______________________________________________________________________
 JU1800  GEOID HEIGHT    -        -33.419 (meters)                     GEOID18
 JU1800  DYNAMIC HEIGHT  -          3.488 (meters)       11.44  (feet) COMP
 JU1800  MODELED GRAVITY -    980,127.8   (mgal)                       NAVD 88
 JU1800
 JU1800  VERT ORDER      -  FIRST     CLASS I
 JU1800
 JU1800.The horizontal coordinates were scaled from a map and have
 JU1800.an estimated accuracy of +/- 6 seconds.
 JU1800
 JU1800.The orthometric height was determined by differential leveling and
 JU1800.adjusted by the NATIONAL GEODETIC SURVEY
 JU1800.in June 1991.
 JU1800
 JU1800.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1800.GEOID18 height accuracy estimate available here.
 JU1800
 JU1800.Click photographs - Photos may exist for this station.
 JU1800
 JU1800.The dynamic height is computed by dividing the NAVD 88
 JU1800.geopotential number by the normal gravity value computed on the
 JU1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1800.degrees latitude (g = 980.6199 gals.).
 JU1800
 JU1800.The modeled gravity was interpolated from observed gravity values.
 JU1800
 JU1800;                    North         East    Units  Estimated Accuracy
 JU1800;SPC DE       -   173,250.      186,610.      MT  (+/- 180 meters Scaled)
 JU1800
 JU1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ508791(NAD 83)
 JU1800
 JU1800                          SUPERSEDED SURVEY CONTROL
 JU1800
 JU1800  NGVD 29 (11/26/84)    3.724  (m)           12.22   (f) ADJUSTED    1 1
 JU1800
 JU1800.Superseded values are not recommended for survey control.
 JU1800
 JU1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1800.See file dsdata.pdf to determine how the superseded data were derived.
 JU1800
 JU1800_MARKER: DB = BENCH MARK DISK
 JU1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1800_STAMPING: NO 5 1958
 JU1800_MARK LOGO: CGS
 JU1800_PROJECTION: PROJECTING 3 CENTIMETERS
 JU1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1800+STABILITY: SURFACE MOTION
 JU1800
 JU1800  HISTORY     - Date     Condition        Report By
 JU1800  HISTORY     - 1958     MONUMENTED       CGS
 JU1800  HISTORY     - 1963     GOOD             CGS
 JU1800  HISTORY     - 1971     MARK NOT FOUND   NGS
 JU1800  HISTORY     - 19950921 MARK NOT FOUND   NOS
 JU1800
 JU1800                          STATION DESCRIPTION
 JU1800
 JU1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1800'0.6 MI E FROM REEDY POINT.
 JU1800'0.65 MILE EAST ALONG A DIRT ROAD LEADING TO THE USE WHARF
 JU1800'FROM THE JUNCTION OF STATE HIGHWAY 9 AT THE NORTH END OF THE
 JU1800'DRAWBRIDGE OVER THE DELAWARE AND CHESAPEAKE CANAL AT REEDY
 JU1800'POINT, 2 FEET NORTHEAST OF THE 7TH POWER LINE POLE WEST OF TIDAL
 JU1800'4 DESCRIBED, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU1800'1 INCH.  NOTE-- MARK HAS APPARENTLY HIT BY ROAD GRADER AND IS
 JU1800'LEANING.
 JU1800
 JU1800                          STATION RECOVERY (1971)
 JU1800
 JU1800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JU1800'MARK NOT FOUND.
 JU1800
 JU1800                          STATION RECOVERY (1995)
 JU1800
 JU1800'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 JU1800'NOT RECOVERED.  NOTE--A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE
 JU1800'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0757 ***********************************************************************
 HU0757  DESIGNATION -  50
 HU0757  PID         -  HU0757
 HU0757  STATE/COUNTY-  DE/SUSSEX
 HU0757  COUNTRY     -  US
 HU0757  USGS QUAD   -  SEAFORD EAST (2016)
 HU0757
 HU0757                         *CURRENT SURVEY CONTROL
 HU0757  ______________________________________________________________________
 HU0757* NAD 83(1986) POSITION- 38 44 31.     (N) 075 36 22.     (W)   SCALED
 HU0757* NAVD 88 ORTHO HEIGHT -    13.927 (meters)       45.69  (feet) ADJUSTED
 HU0757  ______________________________________________________________________
 HU0757  GEOID HEIGHT    -        -35.463 (meters)                     GEOID18
 HU0757  DYNAMIC HEIGHT  -         13.918 (meters)       45.66  (feet) COMP
 HU0757  MODELED GRAVITY -    980,025.3   (mgal)                       NAVD 88
 HU0757
 HU0757  VERT ORDER      -  FIRST     CLASS I
 HU0757
 HU0757.The horizontal coordinates were scaled from a map and have
 HU0757.an estimated accuracy of +/- 6 seconds.
 HU0757
 HU0757.The orthometric height was determined by differential leveling and
 HU0757.adjusted by the NATIONAL GEODETIC SURVEY
 HU0757.in June 1991.
 HU0757
 HU0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0757.GEOID18 height accuracy estimate available here.
 HU0757
 HU0757.Click photographs - Photos may exist for this station.
 HU0757
 HU0757.The dynamic height is computed by dividing the NAVD 88
 HU0757.geopotential number by the normal gravity value computed on the
 HU0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0757.degrees latitude (g = 980.6199 gals.).
 HU0757
 HU0757.The modeled gravity was interpolated from observed gravity values.
 HU0757
 HU0757;                    North         East    Units  Estimated Accuracy
 HU0757;SPC DE       -    82,380.      183,530.      MT  (+/- 180 meters Scaled)
 HU0757
 HU0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH473883(NAD 83)
 HU0757
 HU0757                          SUPERSEDED SURVEY CONTROL
 HU0757
 HU0757  NGVD 29 (11/26/84)   14.175  (m)           46.51   (f) ADJUSTED    1 1
 HU0757
 HU0757.Superseded values are not recommended for survey control.
 HU0757
 HU0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0757.See file dsdata.pdf to determine how the superseded data were derived.
 HU0757
 HU0757_MARKER: B = BOLT
 HU0757_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0757_SP_SET: DOORSILL
 HU0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0757
 HU0757  HISTORY     - Date     Condition        Report By
 HU0757  HISTORY     - UNK      MONUMENTED       PRR
 HU0757  HISTORY     - 1963     GOOD             CGS
 HU0757  HISTORY     - 1981     GOOD             UDE
 HU0757  HISTORY     - 19901031 MARK NOT FOUND   NGS
 HU0757  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0757  HISTORY     - 20130423 MARK NOT FOUND   DELCOS
 HU0757
 HU0757                          STATION DESCRIPTION
 HU0757
 HU0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0757'AT BRIDGEVILLE.
 HU0757'AT BRIDGEVILLE, AT THE PENNSYLVANIA RAILROAD STATION, SET ON TOP
 HU0757'OF A DOORSILL WHERE A SCOOTER TRACK ENTER BUILDING, 17.5 FEET
 HU0757'EAST OF EAST RAIL, 46.5 FEET NORTHEAST AND ACROSS TRACK FROM
 HU0757'MILEPOST 77, AND ABOUT LEVEL WITH TRACK.
 HU0757
 HU0757                          STATION RECOVERY (1981)
 HU0757
 HU0757'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0757'RECOVERED IN GOOD CONDITION.
 HU0757
 HU0757                          STATION RECOVERY (1990)
 HU0757
 HU0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0757'THE DOOR SPACE HAS BEEN FILLED IN AND IS NOW A WALL.
 HU0757
 HU0757                          STATION RECOVERY (2013)
 HU0757
 HU0757'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0757'MARK NOT FOUND.
 HU0757
 HU0757                          STATION RECOVERY (2013)
 HU0757
 HU0757'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013 (DS)
 HU0757'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0060 ***********************************************************************
 HU0060  DESIGNATION -  52
 HU0060  PID         -  HU0060
 HU0060  STATE/COUNTY-  DE/SUSSEX
 HU0060  COUNTRY     -  US
 HU0060  USGS QUAD   -  ELLENDALE (2016)
 HU0060
 HU0060                         *CURRENT SURVEY CONTROL
 HU0060  ______________________________________________________________________
 HU0060* NAD 83(1986) POSITION- 38 48 21.     (N) 075 25 22.     (W)   SCALED
 HU0060* NAVD 88 ORTHO HEIGHT -    15.353 (meters)       50.37  (feet) ADJUSTED
 HU0060  ______________________________________________________________________
 HU0060  GEOID HEIGHT    -        -35.470 (meters)                     GEOID18
 HU0060  DYNAMIC HEIGHT  -         15.344 (meters)       50.34  (feet) COMP
 HU0060  MODELED GRAVITY -    980,033.4   (mgal)                       NAVD 88
 HU0060
 HU0060  VERT ORDER      -  FIRST     CLASS I
 HU0060
 HU0060.The horizontal coordinates were scaled from a map and have
 HU0060.an estimated accuracy of +/- 6 seconds.
 HU0060
 HU0060.The orthometric height was determined by differential leveling and
 HU0060.adjusted by the NATIONAL GEODETIC SURVEY
 HU0060.in June 1991.
 HU0060
 HU0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0060.GEOID18 height accuracy estimate available here.
 HU0060
 HU0060.Click photographs - Photos may exist for this station.
 HU0060
 HU0060.The dynamic height is computed by dividing the NAVD 88
 HU0060.geopotential number by the normal gravity value computed on the
 HU0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0060.degrees latitude (g = 980.6199 gals.).
 HU0060
 HU0060.The modeled gravity was interpolated from observed gravity values.
 HU0060
 HU0060;                    North         East    Units  Estimated Accuracy
 HU0060;SPC DE       -    89,450.      199,470.      MT  (+/- 180 meters Scaled)
 HU0060
 HU0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH632953(NAD 83)
 HU0060
 HU0060                          SUPERSEDED SURVEY CONTROL
 HU0060
 HU0060  NGVD 29 (11/26/84)   15.595  (m)           51.16   (f) ADJUSTED    1 1
 HU0060
 HU0060.Superseded values are not recommended for survey control.
 HU0060
 HU0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0060.See file dsdata.pdf to determine how the superseded data were derived.
 HU0060
 HU0060_MARKER: DB = BENCH MARK DISK
 HU0060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0060_SP_SET: FOUNDATION
 HU0060_STAMPING: 52 1908
 HU0060_MARK LOGO: USGS
 HU0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0060
 HU0060  HISTORY     - Date     Condition        Report By
 HU0060  HISTORY     - 1908     MONUMENTED       USGS
 HU0060  HISTORY     - 1963     GOOD             CGS
 HU0060  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0060  HISTORY     - 19940831 MARK NOT FOUND   USPSQD
 HU0060
 HU0060                          STATION DESCRIPTION
 HU0060
 HU0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0060'AT ELLENDALE.
 HU0060'AT ELLENDALE, ABOUT 0.1 MILE SOUTH ALONG THE PENNSYLVANIA
 HU0060'RAILROAD FROM THE CROSSING OF STATE HIGHWAY 16, ABOUT 60 YARDS
 HU0060'WEST OF WEST RAIL AT THE POINT OF THE WYE JUNCTION OF TRACKS, AT
 HU0060'A LARGE TWO STORY WHITE FRAME HOUSE, SET VERTICALLY IN THE WEST
 HU0060'FACE OF THE CONCRETE FOUNDATION, 10 FEET SOUTH OF THE NORTHEAST
 HU0060'CORNER OF THE HOUSE, AND 1.5 FEET ABOVE GROUND.
 HU0060
 HU0060                          STATION RECOVERY (1981)
 HU0060
 HU0060'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0060'MARK NOT FOUND.
 HU0060
 HU0060                          STATION RECOVERY (1994)
 HU0060
 HU0060'RECOVERY NOTE BY US POWER SQUADRON 1994
 HU0060'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0763 ***********************************************************************
 HU0763  DESIGNATION -  52 A
 HU0763  PID         -  HU0763
 HU0763  STATE/COUNTY-  DE/SUSSEX
 HU0763  COUNTRY     -  US
 HU0763  USGS QUAD   -  SEAFORD EAST (2016)
 HU0763
 HU0763                         *CURRENT SURVEY CONTROL
 HU0763  ______________________________________________________________________
 HU0763* NAD 83(1986) POSITION- 38 41 11.28   (N) 075 37 04.37   (W)   HD_HELD1
 HU0763* NAVD 88 ORTHO HEIGHT -     9.813 (meters)       32.19  (feet) ADJUSTED
 HU0763  ______________________________________________________________________
 HU0763  GEOID HEIGHT    -        -35.529 (meters)                     GEOID18
 HU0763  DYNAMIC HEIGHT  -          9.807 (meters)       32.18  (feet) COMP
 HU0763  MODELED GRAVITY -    980,021.1   (mgal)                       NAVD 88
 HU0763
 HU0763  VERT ORDER      -  FIRST     CLASS I
 HU0763
 HU0763.The horizontal coordinates were determined by differentially corrected
 HU0763.hand held GPS observations or other comparable positioning techniques
 HU0763.and have an estimated accuracy of +/- 3 meters.
 HU0763
 HU0763.The orthometric height was determined by differential leveling and
 HU0763.adjusted by the NATIONAL GEODETIC SURVEY
 HU0763.in June 1991.
 HU0763
 HU0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0763.GEOID18 height accuracy estimate available here.
 HU0763
 HU0763.Click photographs - Photos may exist for this station.
 HU0763
 HU0763.The dynamic height is computed by dividing the NAVD 88
 HU0763.geopotential number by the normal gravity value computed on the
 HU0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0763.degrees latitude (g = 980.6199 gals.).
 HU0763
 HU0763.The modeled gravity was interpolated from observed gravity values.
 HU0763
 HU0763;                    North         East    Units  Estimated Accuracy
 HU0763;SPC DE       -    76,218.7     182,493.0     MT  (+/- 3 meters HH1 GPS) 
 HU0763
 HU0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4626182165(NAD 83)
 HU0763
 HU0763                          SUPERSEDED SURVEY CONTROL
 HU0763
 HU0763  NGVD 29 (11/26/84)   10.062  (m)           33.01   (f) ADJUSTED    1 1
 HU0763
 HU0763.Superseded values are not recommended for survey control.
 HU0763
 HU0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0763.See file dsdata.pdf to determine how the superseded data were derived.
 HU0763
 HU0763_MARKER: B = BOLT
 HU0763_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0763_SP_SET: BRIDGE
 HU0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0763+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2022
 HU0763
 HU0763  HISTORY     - Date     Condition        Report By
 HU0763  HISTORY     - UNK      MONUMENTED       PRR
 HU0763  HISTORY     - 1963     GOOD             CGS
 HU0763  HISTORY     - 1981     GOOD             UDE
 HU0763  HISTORY     - 20110228 GOOD             DEDT
 HU0763  HISTORY     - 20130614 GOOD             DELCOS
 HU0763  HISTORY     - 20221031 GOOD             USPSQD
 HU0763
 HU0763                          STATION DESCRIPTION
 HU0763
 HU0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0763'3.4 MI N FROM SEAFORD.
 HU0763'3.45 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0763'AT SEAFORD, ABOUT 0.1 MILE NORTH OF MILEPOST 81, SET ON TOP OF
 HU0763'EAST END OF NORTH ABUTMENT FOR BRIDGE 80.87 OVER BUCKS BRANCH, 8.5
 HU0763'FEET EAST OF EAST RAIL, AND ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK.
 HU0763
 HU0763                          STATION RECOVERY (1981)
 HU0763
 HU0763'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0763'RECOVERED IN GOOD CONDITION.
 HU0763
 HU0763                          STATION RECOVERY (2011)
 HU0763
 HU0763'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2011 (RLB)
 HU0763'RECOVERED IN GOOD CONDITION.
 HU0763
 HU0763                          STATION RECOVERY (2013)
 HU0763
 HU0763'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0763'RECOVERED IN GOOD CONDITION.
 HU0763
 HU0763                          STATION RECOVERY (2022)
 HU0763
 HU0763'RECOVERY NOTE BY US POWER SQUADRON 2022 (RJR)
 HU0763'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0764 ***********************************************************************
 HU0764  DESIGNATION -  53
 HU0764  PID         -  HU0764
 HU0764  STATE/COUNTY-  DE/SUSSEX
 HU0764  COUNTRY     -  US
 HU0764  USGS QUAD   -  SEAFORD EAST (2016)
 HU0764
 HU0764                         *CURRENT SURVEY CONTROL
 HU0764  ______________________________________________________________________
 HU0764* NAD 83(1986) POSITION- 38 41 04.     (N) 075 37 06.     (W)   SCALED
 HU0764* NAVD 88 ORTHO HEIGHT -     9.677 (meters)       31.75  (feet) ADJUSTED
 HU0764  ______________________________________________________________________
 HU0764  GEOID HEIGHT    -        -35.531 (meters)                     GEOID18
 HU0764  DYNAMIC HEIGHT  -          9.671 (meters)       31.73  (feet) COMP
 HU0764  MODELED GRAVITY -    980,021.0   (mgal)                       NAVD 88
 HU0764
 HU0764  VERT ORDER      -  FIRST     CLASS I
 HU0764
 HU0764.The horizontal coordinates were scaled from a map and have
 HU0764.an estimated accuracy of +/- 6 seconds.
 HU0764
 HU0764.The orthometric height was determined by differential leveling and
 HU0764.adjusted by the NATIONAL GEODETIC SURVEY
 HU0764.in June 1991.
 HU0764
 HU0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0764.GEOID18 height accuracy estimate available here.
 HU0764
 HU0764.Click photographs - Photos may exist for this station.
 HU0764
 HU0764.The dynamic height is computed by dividing the NAVD 88
 HU0764.geopotential number by the normal gravity value computed on the
 HU0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0764.degrees latitude (g = 980.6199 gals.).
 HU0764
 HU0764.The modeled gravity was interpolated from observed gravity values.
 HU0764
 HU0764;                    North         East    Units  Estimated Accuracy
 HU0764;SPC DE       -    75,990.      182,450.      MT  (+/- 180 meters Scaled)
 HU0764
 HU0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH462819(NAD 83)
 HU0764
 HU0764                          SUPERSEDED SURVEY CONTROL
 HU0764
 HU0764  NGVD 29 (11/26/84)    9.926  (m)           32.57   (f) ADJUSTED    1 1
 HU0764
 HU0764.Superseded values are not recommended for survey control.
 HU0764
 HU0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0764.See file dsdata.pdf to determine how the superseded data were derived.
 HU0764
 HU0764_MARKER: B = BOLT
 HU0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0764_PROJECTION: PROJECTING 20 CENTIMETERS
 HU0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0764+STABILITY: SURFACE MOTION
 HU0764
 HU0764  HISTORY     - Date     Condition        Report By
 HU0764  HISTORY     - UNK      MONUMENTED       PRR
 HU0764  HISTORY     - 1963     POOR             CGS
 HU0764  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0764  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0764
 HU0764                          STATION DESCRIPTION
 HU0764
 HU0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0764'3.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0764'AT SEAFORD, AT A ROAD CROSSING, AT MILEPOST 81, 53.5 FEET
 HU0764'NORTH-NORTHEAST OF CENTER OF THE CROSSING, 41 FEET EAST AND ACROSS
 HU0764'TRACK FROM THE MILEPOST, 24.5 FEET EAST OF EAST RAIL, 18 FEET WEST
 HU0764'OF CENTER LINE OF BLACK TOP ROAD 546, 3 1/2 FEET BELOW LEVEL OF
 HU0764'TRACK, AND IS A COPPER BOLT SET IN THE TOP OF A STONE POST
 HU0764'PROJECTING 8 INCHES.  MARK APPEARS TO HAVE BEEN HIT BY ROAD
 HU0764'MACHINERY, IT IS LEANING TOWARDS THE WEST.  IT IS NOW IN A POOR
 HU0764'LOCATION.
 HU0764
 HU0764                          STATION RECOVERY (1981)
 HU0764
 HU0764'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0764'MARK NOT FOUND.
 HU0764
 HU0764                          STATION RECOVERY (2013)
 HU0764
 HU0764'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0764'AREA IS NOW A DITCH, BELIEVED TO BE DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0769 ***********************************************************************
 HU0769  DESIGNATION -  54 A
 HU0769  PID         -  HU0769
 HU0769  STATE/COUNTY-  DE/SUSSEX
 HU0769  COUNTRY     -  US
 HU0769  USGS QUAD   -  SEAFORD EAST (2016)
 HU0769
 HU0769                         *CURRENT SURVEY CONTROL
 HU0769  ______________________________________________________________________
 HU0769* NAD 83(1986) POSITION- 38 38 45.     (N) 075 37 04.     (W)   SCALED
 HU0769* NAVD 88 ORTHO HEIGHT -     7.015 (meters)       23.02  (feet) ADJUSTED
 HU0769  ______________________________________________________________________
 HU0769  GEOID HEIGHT    -        -35.574 (meters)                     GEOID18
 HU0769  DYNAMIC HEIGHT  -          7.011 (meters)       23.00  (feet) COMP
 HU0769  MODELED GRAVITY -    980,018.5   (mgal)                       NAVD 88
 HU0769
 HU0769  VERT ORDER      -  FIRST     CLASS II
 HU0769
 HU0769.The horizontal coordinates were scaled from a map and have
 HU0769.an estimated accuracy of +/- 6 seconds.
 HU0769
 HU0769.The orthometric height was determined by differential leveling and
 HU0769.adjusted by the NATIONAL GEODETIC SURVEY
 HU0769.in June 1991.
 HU0769
 HU0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0769.GEOID18 height accuracy estimate available here.
 HU0769
 HU0769.Click photographs - Photos may exist for this station.
 HU0769
 HU0769.The dynamic height is computed by dividing the NAVD 88
 HU0769.geopotential number by the normal gravity value computed on the
 HU0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0769.degrees latitude (g = 980.6199 gals.).
 HU0769
 HU0769.The modeled gravity was interpolated from observed gravity values.
 HU0769
 HU0769;                    North         East    Units  Estimated Accuracy
 HU0769;SPC DE       -    71,710.      182,490.      MT  (+/- 180 meters Scaled)
 HU0769
 HU0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH462776(NAD 83)
 HU0769
 HU0769                          SUPERSEDED SURVEY CONTROL
 HU0769
 HU0769  NGVD 29 (11/26/84)    7.271  (m)           23.85   (f) ADJUSTED    1 2
 HU0769
 HU0769.Superseded values are not recommended for survey control.
 HU0769
 HU0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0769.See file dsdata.pdf to determine how the superseded data were derived.
 HU0769
 HU0769_MARKER: Q = CHISELED SQUARE
 HU0769_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HU0769+WITH SETTING: PAVEMENT
 HU0769_SP_SET: SIGNAL BASE
 HU0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0769+STABILITY: SURFACE MOTION
 HU0769
 HU0769  HISTORY     - Date     Condition        Report By
 HU0769  HISTORY     - UNK      MONUMENTED       PRR
 HU0769  HISTORY     - 1935     GOOD             CGS
 HU0769  HISTORY     - 1963     MARK NOT FOUND   CGS
 HU0769  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0769
 HU0769                          STATION DESCRIPTION
 HU0769
 HU0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HU0769'AT SEAFORD, SUSSEX COUNTY, ON THE PENNSYLVANIA RAILROAD, 320 FEET
 HU0769'SOUTH OF A ROAD CROSSING, AT A SIGNAL STAND, ON THE TOP OF THE
 HU0769'BASE, 10 FEET WEST OF THE CENTERLINE OF THE SOUTH-BOUND TRACK, AND
 HU0769'ABOUT 1/2-FOOT LOWER THAN THE TRACK.  A CHISELED SQUARE.
 HU0769
 HU0769                          STATION RECOVERY (1963)
 HU0769
 HU0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HU0769'MARK NOT FOUND.
 HU0769
 HU0769                          STATION RECOVERY (1981)
 HU0769
 HU0769'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0769'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0770 ***********************************************************************
 HU0770  DESIGNATION -  55
 HU0770  PID         -  HU0770
 HU0770  STATE/COUNTY-  DE/SUSSEX
 HU0770  COUNTRY     -  US
 HU0770  USGS QUAD   -  SEAFORD EAST (2016)
 HU0770
 HU0770                         *CURRENT SURVEY CONTROL
 HU0770  ______________________________________________________________________
 HU0770* NAD 83(1986) POSITION- 38 38 18.7    (N) 075 36 51.6    (W)   HD_HELD2
 HU0770* NAVD 88 ORTHO HEIGHT -     3.180 (meters)       10.43  (feet) ADJUSTED
 HU0770  ______________________________________________________________________
 HU0770  GEOID HEIGHT    -        -35.584 (meters)                     GEOID18
 HU0770  DYNAMIC HEIGHT  -          3.178 (meters)       10.43  (feet) COMP
 HU0770  MODELED GRAVITY -    980,018.1   (mgal)                       NAVD 88
 HU0770
 HU0770  VERT ORDER      -  FIRST     CLASS I
 HU0770
 HU0770.The horizontal coordinates were established by autonomous hand held GPS
 HU0770.observations and have an estimated accuracy of +/- 10 meters.
 HU0770
 HU0770.The orthometric height was determined by differential leveling and
 HU0770.adjusted by the NATIONAL GEODETIC SURVEY
 HU0770.in June 1991.
 HU0770
 HU0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0770.GEOID18 height accuracy estimate available here.
 HU0770
 HU0770.Click photographs - Photos may exist for this station.
 HU0770
 HU0770.The dynamic height is computed by dividing the NAVD 88
 HU0770.geopotential number by the normal gravity value computed on the
 HU0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0770.degrees latitude (g = 980.6199 gals.).
 HU0770
 HU0770.The modeled gravity was interpolated from observed gravity values.
 HU0770
 HU0770;                    North         East    Units  Estimated Accuracy
 HU0770;SPC DE       -    70,896.      182,790.      MT  (+/- 10 meters HH2 GPS)
 HU0770
 HU0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4653376843(NAD 83)
 HU0770
 HU0770                          SUPERSEDED SURVEY CONTROL
 HU0770
 HU0770  NGVD 29 (11/26/84)    3.427  (m)           11.24   (f) ADJUSTED    1 1
 HU0770
 HU0770.Superseded values are not recommended for survey control.
 HU0770
 HU0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0770.See file dsdata.pdf to determine how the superseded data were derived.
 HU0770
 HU0770_MARKER: B = BOLT
 HU0770_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0770_SP_SET: BUILDING
 HU0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0770+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2022
 HU0770
 HU0770  HISTORY     - Date     Condition        Report By
 HU0770  HISTORY     - UNK      MONUMENTED       PRR
 HU0770  HISTORY     - 1963     GOOD             CGS
 HU0770  HISTORY     - 1981     GOOD             UDE
 HU0770  HISTORY     - 20040623 GOOD             GEOCAC
 HU0770  HISTORY     - 20130611 GOOD             DELCOS
 HU0770  HISTORY     - 20221031 GOOD             USPSQD
 HU0770
 HU0770                          STATION DESCRIPTION
 HU0770
 HU0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0770'AT SEAFORD.
 HU0770'AT SEAFORD, AT THE PENNSYLVANIA RAILROAD STATION, SET ON TOP OF
 HU0770'THE DOORSILL OF THE STATION OFFICE ENTRANCE, 23.5 FEET EAST OF
 HU0770'EAST RAIL OF MAIN TRACK, AND ABOUT 1/2 FOOT ABOVE LEVEL OF TRACK.
 HU0770'A COPPER PLUG.
 HU0770
 HU0770                          STATION RECOVERY (1981)
 HU0770
 HU0770'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0770'RECOVERED IN GOOD CONDITION.
 HU0770
 HU0770                          STATION RECOVERY (2004)
 HU0770
 HU0770'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 HU0770'RECOVERED IN GOOD CONDITION.
 HU0770
 HU0770                          STATION RECOVERY (2013)
 HU0770
 HU0770'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0770'RECOVERED IN GOOD CONDITION.
 HU0770
 HU0770                          STATION RECOVERY (2022)
 HU0770
 HU0770'RECOVERY NOTE BY US POWER SQUADRON 2022 (RJR)
 HU0770'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0777 ***********************************************************************
 HU0777  DESIGNATION -  56
 HU0777  PID         -  HU0777
 HU0777  STATE/COUNTY-  DE/SUSSEX
 HU0777  COUNTRY     -  US
 HU0777  USGS QUAD   -  LAUREL (2016)
 HU0777
 HU0777                         *CURRENT SURVEY CONTROL
 HU0777  ______________________________________________________________________
 HU0777* NAD 83(1986) POSITION- 38 36 04.8    (N) 075 35 47.5    (W)   HD_HELD2
 HU0777* NAVD 88 ORTHO HEIGHT -    10.020 (meters)       32.87  (feet) ADJUSTED
 HU0777  ______________________________________________________________________
 HU0777  GEOID HEIGHT    -        -35.626 (meters)                     GEOID18
 HU0777  DYNAMIC HEIGHT  -         10.014 (meters)       32.85  (feet) COMP
 HU0777  MODELED GRAVITY -    980,016.4   (mgal)                       NAVD 88
 HU0777
 HU0777  VERT ORDER      -  FIRST     CLASS I
 HU0777
 HU0777.The horizontal coordinates were established by autonomous hand held GPS
 HU0777.observations and have an estimated accuracy of +/- 10 meters.
 HU0777
 HU0777.The orthometric height was determined by differential leveling and
 HU0777.adjusted by the NATIONAL GEODETIC SURVEY
 HU0777.in June 1991.
 HU0777
 HU0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0777.GEOID18 height accuracy estimate available here.
 HU0777
 HU0777.Click photographs - Photos may exist for this station.
 HU0777
 HU0777.The dynamic height is computed by dividing the NAVD 88
 HU0777.geopotential number by the normal gravity value computed on the
 HU0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0777.degrees latitude (g = 980.6199 gals.).
 HU0777
 HU0777.The modeled gravity was interpolated from observed gravity values.
 HU0777
 HU0777;                    North         East    Units  Estimated Accuracy
 HU0777;SPC DE       -    66,764.      184,332.      MT  (+/- 10 meters HH2 GPS)
 HU0777
 HU0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4805672706(NAD 83)
 HU0777
 HU0777                          SUPERSEDED SURVEY CONTROL
 HU0777
 HU0777  NGVD 29 (11/26/84)   10.268  (m)           33.69   (f) ADJUSTED    1 1
 HU0777
 HU0777.Superseded values are not recommended for survey control.
 HU0777
 HU0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0777.See file dsdata.pdf to determine how the superseded data were derived.
 HU0777
 HU0777_MARKER: Z = SEE DESCRIPTION
 HU0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0777_PROJECTION: PROJECTING 3 CENTIMETERS
 HU0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0777+STABILITY: SURFACE MOTION
 HU0777
 HU0777  HISTORY     - Date     Condition        Report By
 HU0777  HISTORY     - UNK      MONUMENTED       PRR
 HU0777  HISTORY     - 1963     GOOD             CGS
 HU0777  HISTORY     - 1981     GOOD             UDE
 HU0777  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0777
 HU0777                          STATION DESCRIPTION
 HU0777
 HU0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0777'2.8 MI S FROM SEAFORD.
 HU0777'2.8 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0777'AT SEAFORD, ABOUT 0.1 MILE NORTH OF A BLACK TOP ROAD CROSSING, AT
 HU0777'MILEPOST 87, 28.5 FEET EAST OF EAST RAIL, 44 FEET EAST AND ACROSS
 HU0777'TRACK FROM MILEPOST, 2 FEET BELOW LEVEL OF TRACK, AND IS A COPPER
 HU0777'PLUG IN THE TOP OF A STONE POST PROJECTING 1 INCH.
 HU0777
 HU0777                          STATION RECOVERY (1981)
 HU0777
 HU0777'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0777'RECOVERED IN GOOD CONDITION.
 HU0777
 HU0777                          STATION RECOVERY (2013)
 HU0777
 HU0777'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0777'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0782 ***********************************************************************
 HU0782  DESIGNATION -  57
 HU0782  PID         -  HU0782
 HU0782  STATE/COUNTY-  DE/SUSSEX
 HU0782  COUNTRY     -  US
 HU0782  USGS QUAD   -  LAUREL (2016)
 HU0782
 HU0782                         *CURRENT SURVEY CONTROL
 HU0782  ______________________________________________________________________
 HU0782* NAD 83(1986) POSITION- 38 34 32.     (N) 075 34 46.     (W)   SCALED
 HU0782* NAVD 88 ORTHO HEIGHT -     9.773 (meters)       32.06  (feet) ADJUSTED
 HU0782  ______________________________________________________________________
 HU0782  GEOID HEIGHT    -        -35.652 (meters)                     GEOID18
 HU0782  DYNAMIC HEIGHT  -          9.767 (meters)       32.04  (feet) COMP
 HU0782  MODELED GRAVITY -    980,015.3   (mgal)                       NAVD 88
 HU0782
 HU0782  VERT ORDER      -  FIRST     CLASS I
 HU0782
 HU0782.The horizontal coordinates were scaled from a map and have
 HU0782.an estimated accuracy of +/- 6 seconds.
 HU0782
 HU0782.The orthometric height was determined by differential leveling and
 HU0782.adjusted by the NATIONAL GEODETIC SURVEY
 HU0782.in June 1991.
 HU0782
 HU0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0782.GEOID18 height accuracy estimate available here.
 HU0782
 HU0782.Click photographs - Photos may exist for this station.
 HU0782
 HU0782.The dynamic height is computed by dividing the NAVD 88
 HU0782.geopotential number by the normal gravity value computed on the
 HU0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0782.degrees latitude (g = 980.6199 gals.).
 HU0782
 HU0782.The modeled gravity was interpolated from observed gravity values.
 HU0782
 HU0782;                    North         East    Units  Estimated Accuracy
 HU0782;SPC DE       -    63,900.      185,820.      MT  (+/- 180 meters Scaled)
 HU0782
 HU0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH495698(NAD 83)
 HU0782
 HU0782                          SUPERSEDED SURVEY CONTROL
 HU0782
 HU0782  NGVD 29 (11/26/84)   10.022  (m)           32.88   (f) ADJUSTED    1 1
 HU0782
 HU0782.Superseded values are not recommended for survey control.
 HU0782
 HU0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0782.See file dsdata.pdf to determine how the superseded data were derived.
 HU0782
 HU0782_MARKER: Z = SEE DESCRIPTION
 HU0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0782_PROJECTION: PROJECTING 3 CENTIMETERS
 HU0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0782+STABILITY: SURFACE MOTION
 HU0782
 HU0782  HISTORY     - Date     Condition        Report By
 HU0782  HISTORY     - UNK      MONUMENTED       PRR
 HU0782  HISTORY     - 1963     GOOD             CGS
 HU0782  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0782
 HU0782                          STATION DESCRIPTION
 HU0782
 HU0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0782'1.7 MI N FROM LAUREL.
 HU0782'1.7 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0782'AT LAUREL, AT MILEPOST 89, 18.5 FEET EAST OF EAST RAIL, 34 FEET
 HU0782'EAST AND ACROSS TRACK FROM THE MILEPOST, 126.5 FEET NORTH OF
 HU0782'NORTHWEST CORNER OF A CHICKEN HOUSE, ABOUT LEVEL WITH TRACK, AND
 HU0782'IS A COPPER PLUG SET IN THE TOP OF A STONE POST PROJECTING 1 INCH.
 HU0782
 HU0782                          STATION RECOVERY (1981)
 HU0782
 HU0782'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0782'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0787 ***********************************************************************
 HU0787  DESIGNATION -  58
 HU0787  PID         -  HU0787
 HU0787  STATE/COUNTY-  DE/SUSSEX
 HU0787  COUNTRY     -  US
 HU0787  USGS QUAD   -  LAUREL (2016)
 HU0787
 HU0787                         *CURRENT SURVEY CONTROL
 HU0787  ______________________________________________________________________
 HU0787* NAD 83(1986) POSITION- 38 33 12.04   (N) 075 34 20.37   (W)   HD_HELD1
 HU0787* NAVD 88 ORTHO HEIGHT -     8.196 (meters)       26.89  (feet) ADJUSTED
 HU0787  ______________________________________________________________________
 HU0787  GEOID HEIGHT    -        -35.670 (meters)                     GEOID18
 HU0787  DYNAMIC HEIGHT  -          8.191 (meters)       26.87  (feet) COMP
 HU0787  MODELED GRAVITY -    980,014.5   (mgal)                       NAVD 88
 HU0787
 HU0787  VERT ORDER      -  FIRST     CLASS I
 HU0787
 HU0787.The horizontal coordinates were determined by differentially corrected
 HU0787.hand held GPS observations or other comparable positioning techniques
 HU0787.and have an estimated accuracy of +/- 3 meters.
 HU0787
 HU0787.The orthometric height was determined by differential leveling and
 HU0787.adjusted by the NATIONAL GEODETIC SURVEY
 HU0787.in June 1991.
 HU0787
 HU0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0787.GEOID18 height accuracy estimate available here.
 HU0787
 HU0787.Click photographs - Photos may exist for this station.
 HU0787
 HU0787.The dynamic height is computed by dividing the NAVD 88
 HU0787.geopotential number by the normal gravity value computed on the
 HU0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0787.degrees latitude (g = 980.6199 gals.).
 HU0787
 HU0787.The modeled gravity was interpolated from observed gravity values.
 HU0787
 HU0787;                    North         East    Units  Estimated Accuracy
 HU0787;SPC DE       -    61,433.4     186,431.6     MT  (+/- 3 meters HH1 GPS) 
 HU0787
 HU0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5013167367(NAD 83)
 HU0787
 HU0787                          SUPERSEDED SURVEY CONTROL
 HU0787
 HU0787  NGVD 29 (11/26/84)    8.445  (m)           27.71   (f) ADJUSTED    1 1
 HU0787
 HU0787.Superseded values are not recommended for survey control.
 HU0787
 HU0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0787.See file dsdata.pdf to determine how the superseded data were derived.
 HU0787
 HU0787_MARKER: B = BOLT
 HU0787_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HU0787_SP_SET: FOUNDATION
 HU0787_MARK LOGO: NONE
 HU0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0787+STABILITY: SURFACE MOTION
 HU0787_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0787+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2013
 HU0787
 HU0787  HISTORY     - Date     Condition        Report By
 HU0787  HISTORY     - UNK      MONUMENTED       PRR
 HU0787  HISTORY     - 1963     GOOD             CGS
 HU0787  HISTORY     - 1981     GOOD             UDE
 HU0787  HISTORY     - 19901030 GOOD             NGS
 HU0787  HISTORY     - 20130611 GOOD             DELCOS
 HU0787
 HU0787                          STATION DESCRIPTION
 HU0787
 HU0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0787'AT LAUREL.
 HU0787'AT LAUREL, AT THE PENNSYLVANIA RAILROAD STATION, SET ON TOP OF
 HU0787'DOORSILL OF THE MENS WAITING ROOM, 22.5 FEET EAST OF EAST RAIL, AND
 HU0787'ABOUT 1/2 FOOT ABOVE LEVEL OF TRACK.
 HU0787
 HU0787                          STATION RECOVERY (1981)
 HU0787
 HU0787'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0787'RECOVERED IN GOOD CONDITION.
 HU0787
 HU0787                          STATION RECOVERY (1990)
 HU0787
 HU0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0787'IN LAUREL, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND MECHANIC
 HU0787'STREET, A BOLT IN TOP OF THE NORTH END OF THE DOOR SILL OF THE NORTH
 HU0787'ENTRANCE ON THE WEST SIDE OF THE LAUREL TOWN OFFICE BUILDING (OLD
 HU0787'RAILROAD STATION), 39.0 M (128.0 FT) NORTH OF THE STREET CENTER, 6.8
 HU0787'M (22.3 FT) SOUTH OF THE NORTHWEST CORNER OF THE BUILDING, 6.0 M
 HU0787'(19.7 FT) EAST OF THE NEAR RAIL, AND 0.2 M (0.7 FT) ABOVE THE LEVEL
 HU0787'OF A SIDEWALK.
 HU0787
 HU0787                          STATION RECOVERY (2013)
 HU0787
 HU0787'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0787'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1799 ***********************************************************************
 JU1799  DESIGNATION -  6 70
 JU1799  PID         -  JU1799
 JU1799  STATE/COUNTY-  DE/NEW CASTLE
 JU1799  COUNTRY     -  US
 JU1799  USGS QUAD   -  DELAWARE CITY (2016)
 JU1799
 JU1799                         *CURRENT SURVEY CONTROL
 JU1799  ______________________________________________________________________
 JU1799* NAD 83(1986) POSITION- 39 33 36.     (N) 075 34 38.     (W)   SCALED
 JU1799* NAVD 88 ORTHO HEIGHT -     4.443 (meters)       14.58  (feet) ADJUSTED
 JU1799  ______________________________________________________________________
 JU1799  GEOID HEIGHT    -        -33.413 (meters)                     GEOID18
 JU1799  DYNAMIC HEIGHT  -          4.441 (meters)       14.57  (feet) COMP
 JU1799  MODELED GRAVITY -    980,128.2   (mgal)                       NAVD 88
 JU1799
 JU1799  VERT ORDER      -  FIRST     CLASS I
 JU1799
 JU1799.The horizontal coordinates were scaled from a map and have
 JU1799.an estimated accuracy of +/- 6 seconds.
 JU1799
 JU1799.The orthometric height was determined by differential leveling and
 JU1799.adjusted by the NATIONAL GEODETIC SURVEY
 JU1799.in June 1991.
 JU1799
 JU1799.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1799.GEOID18 height accuracy estimate available here.
 JU1799
 JU1799.Click photographs - Photos may exist for this station.
 JU1799
 JU1799.The dynamic height is computed by dividing the NAVD 88
 JU1799.geopotential number by the normal gravity value computed on the
 JU1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1799.degrees latitude (g = 980.6199 gals.).
 JU1799
 JU1799.The modeled gravity was interpolated from observed gravity values.
 JU1799
 JU1799;                    North         East    Units  Estimated Accuracy
 JU1799;SPC DE       -   173,190.      186,200.      MT  (+/- 180 meters Scaled)
 JU1799
 JU1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ504790(NAD 83)
 JU1799
 JU1799                          SUPERSEDED SURVEY CONTROL
 JU1799
 JU1799  NGVD 29 (01/10/92)    4.712  (m)           15.46   (f) ADJUSTED    1 1
 JU1799  NGVD 29 (??/??/87)    4.712  (m)           15.46   (f) SUPERSEDED  1 1
 JU1799
 JU1799.Superseded values are not recommended for survey control.
 JU1799
 JU1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1799.See file dsdata.pdf to determine how the superseded data were derived.
 JU1799
 JU1799_MARKER: DD = SURVEY DISK
 JU1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1799_STAMPING: 6-70
 JU1799_MARK LOGO: USACE
 JU1799_PROJECTION: RECESSED 10 CENTIMETERS
 JU1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1799+STABILITY: SURFACE MOTION
 JU1799
 JU1799  HISTORY     - Date     Condition        Report By
 JU1799  HISTORY     - UNK      MONUMENTED       USACE
 JU1799  HISTORY     - 1971     GOOD             NGS
 JU1799  HISTORY     - 1979     GOOD             NGS
 JU1799  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1799
 JU1799                          STATION DESCRIPTION
 JU1799
 JU1799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JU1799'0.4 MI E FROM REEDY POINT.
 JU1799'ABOUT 0.3 MILE EAST ALONG A GRAVEL ROAD ALONG THE NORTH SIDE
 JU1799'OF THE CHESAPEAKE AND DELAWARE CANAL FROM THE STATE HIGHWAY 9
 JU1799'BRIDGE OVER THE CANAL, AT REEDY POINT, ALONG THE 2ND LEVEL OF
 JU1799'THE LEVEE ROAD ALONG THE NORTH SIDE OF THE CANAL, 215 FEET
 JU1799'NORTHWEST OF AND ACROSS THE ROAD FROM POWER LINE POLE NO. 80,
 JU1799'76 FEET NORTHEAST OF AND ACROSS THE GRAVEL ROAD FROM THE 1ST
 JU1799'POWER LINE POLE WEST OF POLE NO. 80, 17 1/2 FEET SOUTH OF THE
 JU1799'CENTER LINE OF THE GRAVEL ROAD ON THE TOP OF THE 2ND LEVEE,
 JU1799'1.4 FEET NORTH OF A 1 INCH PIPE WHICH PROJECTS 18 INCHES ABOVE
 JU1799'THE LEVEL OF THE GROUND, 2 1/2 FEET SOUTH OF A WOODEN WITNESS
 JU1799'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 JU1799'POST 4 INCHES BELOW THE LEVEL OF THE GROUND.
 JU1799
 JU1799                          STATION RECOVERY (1979)
 JU1799
 JU1799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1799'RECOVERED IN GOOD CONDITION.
 JU1799
 JU1799                          STATION RECOVERY (2013)
 JU1799
 JU1799'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1799'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1798 ***********************************************************************
 JU1798  DESIGNATION -  6 STA 8 A
 JU1798  PID         -  JU1798
 JU1798  STATE/COUNTY-  DE/NEW CASTLE
 JU1798  COUNTRY     -  US
 JU1798  USGS QUAD   -  DELAWARE CITY (2016)
 JU1798
 JU1798                         *CURRENT SURVEY CONTROL
 JU1798  ______________________________________________________________________
 JU1798* NAD 83(1986) POSITION- 39 33 35.     (N) 075 34 39.     (W)   SCALED
 JU1798* NAVD 88 ORTHO HEIGHT -     5.416 (meters)       17.77  (feet) ADJUSTED
 JU1798  ______________________________________________________________________
 JU1798  GEOID HEIGHT    -        -33.414 (meters)                     GEOID18
 JU1798  DYNAMIC HEIGHT  -          5.413 (meters)       17.76  (feet) COMP
 JU1798  MODELED GRAVITY -    980,128.1   (mgal)                       NAVD 88
 JU1798
 JU1798  VERT ORDER      -  FIRST     CLASS I
 JU1798
 JU1798.The horizontal coordinates were scaled from a map and have
 JU1798.an estimated accuracy of +/- 6 seconds.
 JU1798
 JU1798.The orthometric height was determined by differential leveling and
 JU1798.adjusted by the NATIONAL GEODETIC SURVEY
 JU1798.in June 1991.
 JU1798
 JU1798.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1798.GEOID18 height accuracy estimate available here.
 JU1798
 JU1798.Click photographs - Photos may exist for this station.
 JU1798
 JU1798.The dynamic height is computed by dividing the NAVD 88
 JU1798.geopotential number by the normal gravity value computed on the
 JU1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1798.degrees latitude (g = 980.6199 gals.).
 JU1798
 JU1798.The modeled gravity was interpolated from observed gravity values.
 JU1798
 JU1798;                    North         East    Units  Estimated Accuracy
 JU1798;SPC DE       -   173,160.      186,180.      MT  (+/- 180 meters Scaled)
 JU1798
 JU1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ503790(NAD 83)
 JU1798
 JU1798                          SUPERSEDED SURVEY CONTROL
 JU1798
 JU1798  NGVD 29 (11/26/84)    5.650  (m)           18.54   (f) ADJUSTED    1 1
 JU1798
 JU1798.Superseded values are not recommended for survey control.
 JU1798
 JU1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1798.See file dsdata.pdf to determine how the superseded data were derived.
 JU1798
 JU1798_MARKER: DB = BENCH MARK DISK
 JU1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1798_STAMPING: NO 6 1958
 JU1798_MARK LOGO: CGS
 JU1798_PROJECTION: PROJECTING 25 CENTIMETERS
 JU1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1798+STABILITY: SURFACE MOTION
 JU1798
 JU1798  HISTORY     - Date     Condition        Report By
 JU1798  HISTORY     - 1958     MONUMENTED       CGS
 JU1798  HISTORY     - 1963     GOOD             CGS
 JU1798  HISTORY     - 1971     MARK NOT FOUND   NGS
 JU1798  HISTORY     - 19950921 MARK NOT FOUND   NOS
 JU1798  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1798
 JU1798                          STATION DESCRIPTION
 JU1798
 JU1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1798'0.4 MI E FROM REEDY POINT.
 JU1798'0.35 MILE EAST ALONG A DIRT ROAD LEADING TO THE USE WHARF
 JU1798'FROM THE JUNCTION OF STATE HIGHWAY 9 AT THE NORTH END OF THE
 JU1798'DRAWBRIDGE OVER THE DELAWARE AND CHESAPEAKE CANAL AT REEDY
 JU1798'POINT, 2 FEET NORTHEAST OF THE 7TH POWER LINE POLE EAST OF
 JU1798'TIDAL 5 1958 DESCRIBED, AND SET IN THE TOP OF A CONCRETE POST
 JU1798'PROJECTING 10 INCHES.  NOTE-- THE DIRT HAS BEEN CUT AWAY FROM THE
 JU1798'POST AND POLE BUT THE POST IS SOLID.
 JU1798
 JU1798                          STATION RECOVERY (1971)
 JU1798
 JU1798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JU1798'MARK NOT FOUND.
 JU1798
 JU1798                          STATION RECOVERY (1995)
 JU1798
 JU1798'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 JU1798'NOT RECOVERED.  NOTE--A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE
 JU1798'STATION.
 JU1798
 JU1798                          STATION RECOVERY (2013)
 JU1798
 JU1798'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1798'DESCRIPTION IS INADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0398 ***********************************************************************
 HU0398  DESIGNATION -  60
 HU0398  PID         -  HU0398
 HU0398  STATE/COUNTY-  DE/SUSSEX
 HU0398  COUNTRY     -  US
 HU0398  USGS QUAD   -  DELMAR (2016)
 HU0398
 HU0398                         *CURRENT SURVEY CONTROL
 HU0398  ______________________________________________________________________
 HU0398* NAD 83(1986) POSITION- 38 29 23.     (N) 075 34 28.     (W)   SCALED
 HU0398* NAVD 88 ORTHO HEIGHT -    13.552 (meters)       44.46  (feet) ADJUSTED
 HU0398  ______________________________________________________________________
 HU0398  GEOID HEIGHT    -        -35.708 (meters)                     GEOID18
 HU0398  DYNAMIC HEIGHT  -         13.543 (meters)       44.43  (feet) COMP
 HU0398  MODELED GRAVITY -    980,014.5   (mgal)                       NAVD 88
 HU0398
 HU0398  VERT ORDER      -  FIRST     CLASS I
 HU0398
 HU0398.The horizontal coordinates were scaled from a map and have
 HU0398.an estimated accuracy of +/- 6 seconds.
 HU0398
 HU0398.The orthometric height was determined by differential leveling and
 HU0398.adjusted by the NATIONAL GEODETIC SURVEY
 HU0398.in June 1991.
 HU0398
 HU0398.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0398.GEOID18 height accuracy estimate available here.
 HU0398
 HU0398.Click photographs - Photos may exist for this station.
 HU0398
 HU0398.The dynamic height is computed by dividing the NAVD 88
 HU0398.geopotential number by the normal gravity value computed on the
 HU0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0398.degrees latitude (g = 980.6199 gals.).
 HU0398
 HU0398.The modeled gravity was interpolated from observed gravity values.
 HU0398
 HU0398;                    North         East    Units  Estimated Accuracy
 HU0398;SPC DE       -    54,370.      186,240.      MT  (+/- 180 meters Scaled)
 HU0398
 HU0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH499603(NAD 83)
 HU0398
 HU0398                          SUPERSEDED SURVEY CONTROL
 HU0398
 HU0398  NGVD 29 (11/26/84)   13.802  (m)           45.28   (f) ADJUSTED    1 1
 HU0398
 HU0398.Superseded values are not recommended for survey control.
 HU0398
 HU0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0398.See file dsdata.pdf to determine how the superseded data were derived.
 HU0398
 HU0398_MARKER: Z = SEE DESCRIPTION
 HU0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0398+STABILITY: SURFACE MOTION
 HU0398
 HU0398  HISTORY     - Date     Condition        Report By
 HU0398  HISTORY     - UNK      MONUMENTED       PRR
 HU0398  HISTORY     - 1963     GOOD             CGS
 HU0398  HISTORY     - 1981     GOOD             UDE
 HU0398
 HU0398                          STATION DESCRIPTION
 HU0398
 HU0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0398'2.3 MI N FROM DELMAR.
 HU0398'2.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0398'AT DELMAR, AT MILEPOST 95, 23 FEET EAST OF EAST RAIL, 49.3 FEET
 HU0398'EAST AND ACROSS TRACK FROM MILEPOST, 50 FEET SOUTH OF A TELEPHONE
 HU0398'POLE, 243 FEET SOUTH-SOUTHEAST OF CROSSING OF A FARM ROAD, 92.5
 HU0398'FEET SOUTHEAST OF A 6-FOOT WHISTLE POST, 2 FEET ABOVE LEVEL OF
 HU0398'TRACK, AND IS A COPPER PLUG SET IN THE TOP OF A STONE POST 2 INCHES
 HU0398'BELOW SURFACE OF GROUND.
 HU0398
 HU0398                          STATION RECOVERY (1981)
 HU0398
 HU0398'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0398'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4183 ***********************************************************************
 JU4183  DESIGNATION -  61 29 NJ 78
 JU4183  PID         -  JU4183
 JU4183  STATE/COUNTY-  DE/NEW CASTLE
 JU4183  COUNTRY     -  US
 JU4183  USGS QUAD   -  MARCUS HOOK (2019)
 JU4183
 JU4183                         *CURRENT SURVEY CONTROL
 JU4183  ______________________________________________________________________
 JU4183* NAD 83(1991) POSITION- 39 48 05.12780(N) 075 25 59.80511(W)   ADJUSTED
 JU4183* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU4183  ______________________________________________________________________
 JU4183  GEOID HEIGHT    -        -32.974 (meters)                     GEOID18
 JU4183  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 JU4183  HORZ ORDER      -  THIRD
 JU4183
 JU4183.The horizontal coordinates were established by classical geodetic methods
 JU4183.and adjusted by the National Geodetic Survey in January 1992.
 JU4183
 JU4183.The orthometric height was scaled from a topographic map.
 JU4183
 JU4183.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4183.GEOID18 height accuracy estimate available here.
 JU4183
 JU4183.Click photographs - Photos may exist for this station.
 JU4183
 JU4183.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4183
 JU4183. The following values were computed from the NAD 83(1991) position.
 JU4183
 JU4183;                    North         East     Units Scale Factor Converg.
 JU4183;SPC DE       -   199,981.752   198,577.298   MT  0.99999502   -0 00 38.3
 JU4183;SPC DE       -   656,106.80    651,499.02   sFT  0.99999502   -0 00 38.3
 JU4183;SPC NJ       -   107,884.898    70,080.662   MT  0.99997861   -0 35 50.8
 JU4183;SPC NJ       -   353,952.37    229,922.97   sFT  0.99997861   -0 35 50.8
 JU4183;SPC PA S     -    54,576.950   798,387.449   MT  1.00002325   +1 30 11.1
 JU4183;SPC PA S     -   179,057.88  2,619,376.16   sFT  1.00002325   +1 30 11.1
 JU4183;UTM  18      - 4,405,807.423   462,908.444   MT  0.99961694   -0 16 38.5
 JU4183
 JU4183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4183!SPC DE       -   1.00000506  x   0.99999502  =   1.00000008
 JU4183!SPC NJ       -   1.00000506  x   0.99997861  =   0.99998367
 JU4183!SPC PA S     -   1.00000506  x   1.00002325  =   1.00002831
 JU4183!UTM  18      -   1.00000506  x   0.99961694  =   0.99962200
 JU4183
 JU4183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6290805807(NAD 83)
 JU4183
 JU4183                          SUPERSEDED SURVEY CONTROL
 JU4183
 JU4183  NAD 83(1986)-  39 48 05.12290(N)    075 25 59.80617(W) AD(       ) 3
 JU4183
 JU4183.Superseded values are not recommended for survey control.
 JU4183
 JU4183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4183.See file dsdata.pdf to determine how the superseded data were derived.
 JU4183
 JU4183_MARKER: Z = SEE DESCRIPTION
 JU4183_SETTING: 0 = UNSPECIFIED SETTING
 JU4183_MARK LOGO: NOS
 JU4183_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4183+SATELLITE: SATELLITE OBSERVATIONS - 1978
 JU4183
 JU4183  HISTORY     - Date     Condition        Report By
 JU4183  HISTORY     - 1978     MONUMENTED       NOS
 JU4183
 JU4183                          STATION DESCRIPTION
 JU4183
 JU4183'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 JU4183'THE STATION IS LOCATED ON THE N SHORE OF THE DELAWARE RIVER IN
 JU4183'CLAYMONT, DELAWARE.
 JU4183'TO REACH STATION PROCEED BY BOAT.
 JU4183'STATION MARK IS A DRILL HOLE CIRCUMSCRIBED WITH A TRIANGLE CUT IN THE
 JU4183'TOP OF THE STEEL AND CONCRETE CAISSON OFFSHORE FROM THE TEXACO
 JU4183'DELAWARE RIVER TERMINAL.
 JU4183'RM 1 IS THE CENTER OF THE STEEL MOORING POST WHICH IS 1.58 M (5.2 FT)
 JU4183'W OF THE STATION.
 JU4183'RM 2 IS THE CENTER OF THE STEEL MANHOLE COVER WHICH IS 1.52 M
 JU4183'(5.0 FT) N OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1817 ***********************************************************************
 JU1817  DESIGNATION -  67
 JU1817  PID         -  JU1817
 JU1817  STATE/COUNTY-  DE/NEW CASTLE
 JU1817  COUNTRY     -  US
 JU1817  USGS QUAD   -  SAINT GEORGES (2016)
 JU1817
 JU1817                         *CURRENT SURVEY CONTROL
 JU1817  ______________________________________________________________________
 JU1817* NAD 83(1986) POSITION- 39 32 28.     (N) 075 42 13.     (W)   SCALED
 JU1817* NAVD 88 ORTHO HEIGHT -    20.615 (meters)       67.63  (feet) ADJUSTED
 JU1817  ______________________________________________________________________
 JU1817  GEOID HEIGHT    -        -33.302 (meters)                     GEOID18
 JU1817  DYNAMIC HEIGHT  -         20.605 (meters)       67.60  (feet) COMP
 JU1817  MODELED GRAVITY -    980,138.2   (mgal)                       NAVD 88
 JU1817
 JU1817  VERT ORDER      -  FIRST     CLASS I
 JU1817
 JU1817.The horizontal coordinates were scaled from a map and have
 JU1817.an estimated accuracy of +/- 6 seconds.
 JU1817
 JU1817.The orthometric height was determined by differential leveling and
 JU1817.adjusted by the NATIONAL GEODETIC SURVEY
 JU1817.in June 1991.
 JU1817
 JU1817.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1817.GEOID18 height accuracy estimate available here.
 JU1817
 JU1817.Click photographs - Photos may exist for this station.
 JU1817
 JU1817.The dynamic height is computed by dividing the NAVD 88
 JU1817.geopotential number by the normal gravity value computed on the
 JU1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1817.degrees latitude (g = 980.6199 gals.).
 JU1817
 JU1817.The modeled gravity was interpolated from observed gravity values.
 JU1817
 JU1817;                    North         East    Units  Estimated Accuracy
 JU1817;SPC DE       -   171,120.      175,330.      MT  (+/- 180 meters Scaled)
 JU1817
 JU1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ395770(NAD 83)
 JU1817
 JU1817                          SUPERSEDED SURVEY CONTROL
 JU1817
 JU1817  NGVD 29 (11/26/84)   20.855  (m)           68.42   (f) ADJUSTED    1 1
 JU1817
 JU1817.Superseded values are not recommended for survey control.
 JU1817
 JU1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1817.See file dsdata.pdf to determine how the superseded data were derived.
 JU1817
 JU1817_MARKER: DD = SURVEY DISK
 JU1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1817_STAMPING: 67.43
 JU1817_MARK LOGO: USACE
 JU1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1817+STABILITY: SURFACE MOTION
 JU1817
 JU1817  HISTORY     - Date     Condition        Report By
 JU1817  HISTORY     - UNK      MONUMENTED       USACE
 JU1817  HISTORY     - 1963     GOOD             CGS
 JU1817
 JU1817                          STATION DESCRIPTION
 JU1817
 JU1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1817'1.3 MI E FROM SUMMIT BRIDGE.
 JU1817'1.3 MILES EAST ALONG A DIRT ROAD ON THE SOUTH SIDE OF THE
 JU1817'CHESAPEAKE AND DELAWARE CANAL FROM THE JUNCTION OF BLACK TOP ROAD
 JU1817'63 AT SUMMIT BRIDGE, AT THE JUNCTION OF THE PENNSYLVANIA RAILROAD
 JU1817'ABOUT 0.35 MILE SOUTH OF THE RAILROAD DRAWBRIDGE OVER THE
 JU1817'CHESAPEAKE AND DELAWARE CANAL, 205 FEET SOUTH OF THE SOUTHWEST
 JU1817'CORNER OF THE NEW (NOW) BRIDGE SPAN ABUTMENT, 37 FEET WEST OF WEST
 JU1817'RAIL (SLOPE MEASUREMENT), ABOUT 25 FEET ABOVE LEVEL OF TRACK, AND
 JU1817'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 JU1817'NOTE-- THIS MARK MAY ALSO BE REACHED BY GOING 2.1 MILES SOUTH
 JU1817'ALONG THE PENNSYLVANIA RAILROAD FROM THE CROSSING OF STATE HIGHWAY
 JU1817'71 AT KIRKWOOD.  AT THE SAME LOCATION OF BENCH MARK A (USE)
 JU1817'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0090 ***********************************************************************
 HU0090  TIDAL BM    -  This is a Tidal Bench Mark.
 HU0090  DESIGNATION -  7
 HU0090  PID         -  HU0090
 HU0090  STATE/COUNTY-  DE/SUSSEX
 HU0090  COUNTRY     -  US
 HU0090  USGS QUAD   -  CAPE HENLOPEN (2016)
 HU0090
 HU0090                         *CURRENT SURVEY CONTROL
 HU0090  ______________________________________________________________________
 HU0090* NAD 83(1986) POSITION- 38 47 04.     (N) 075 06 26.     (W)   SCALED
 HU0090* NAVD 88 ORTHO HEIGHT -     2.335 (meters)        7.66  (feet) ADJUSTED
 HU0090  ______________________________________________________________________
 HU0090  GEOID HEIGHT    -        -35.624 (meters)                     GEOID18
 HU0090  DYNAMIC HEIGHT  -          2.333 (meters)        7.65  (feet) COMP
 HU0090  MODELED GRAVITY -    980,040.1   (mgal)                       NAVD 88
 HU0090
 HU0090  VERT ORDER      -  FIRST     CLASS II
 HU0090
 HU0090.The horizontal coordinates were scaled from a map and have
 HU0090.an estimated accuracy of +/- 6 seconds.
 HU0090
 HU0090.The orthometric height was determined by differential leveling and
 HU0090.adjusted by the NATIONAL GEODETIC SURVEY
 HU0090.in June 1991.
 HU0090
 HU0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0090.GEOID18 height accuracy estimate available here.
 HU0090
 HU0090.This Tidal Bench Mark is designated as VM 394
 HU0090.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 HU0090
 HU0090.Click photographs - Photos may exist for this station.
 HU0090
 HU0090.The dynamic height is computed by dividing the NAVD 88
 HU0090.geopotential number by the normal gravity value computed on the
 HU0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0090.degrees latitude (g = 980.6199 gals.).
 HU0090
 HU0090.The modeled gravity was interpolated from observed gravity values.
 HU0090
 HU0090;                    North         East    Units  Estimated Accuracy
 HU0090;SPC DE       -    87,120.      226,890.      MT  (+/- 180 meters Scaled)
 HU0090
 HU0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH906928(NAD 83)
 HU0090
 HU0090                          SUPERSEDED SURVEY CONTROL
 HU0090
 HU0090  NGVD 29 (11/26/84)    2.566  (m)            8.42   (f) ADJUSTED    1 2
 HU0090
 HU0090.Superseded values are not recommended for survey control.
 HU0090
 HU0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0090.See file dsdata.pdf to determine how the superseded data were derived.
 HU0090
 HU0090_MARKER: B = BOLT
 HU0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0090_SP_SET: SLAB
 HU0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0090
 HU0090  HISTORY     - Date     Condition        Report By
 HU0090  HISTORY     - UNK      MONUMENTED       DOD
 HU0090  HISTORY     - 1962     GOOD             CGS
 HU0090  HISTORY     - 19951010 MARK NOT FOUND   NGS
 HU0090
 HU0090                          STATION DESCRIPTION
 HU0090
 HU0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0090'2.1 MI NE FROM LEWES.
 HU0090'0.8 MILE EAST ON BLACKTOPPED ROAD FROM THE LEWES COAST GUARD
 HU0090'STATION THENCE 0.2 MILE NORTH TO A SMALL CHURCH AND 32 YARDS FROM
 HU0090'THE NORTHWEST CORNER OF THE CHURCH.  113 FEET SOUTHEAST FROM THE
 HU0090'END OF THE PIER AND 12 FEET EAST OF THE WIRE FENCE.  SET IN A
 HU0090'RECESS IN THE SOUTHEAST END OF A BROWN SLAB.  IT IS ABOUT 1 FOOT
 HU0090'ABOVE THE LEVEL OF THE GROUND.
 HU0090
 HU0090                          STATION RECOVERY (1995)
 HU0090
 HU0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 HU0090'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  THERE HAVE BEEN MAJOR
 HU0090'CHANGES IN THIS AREA (AREA HAS BEEN REDEVELOPED).  STATION IS BELIEVED
 HU0090'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1797 ***********************************************************************
 JU1797  DESIGNATION -  7 STA 8 A
 JU1797  PID         -  JU1797
 JU1797  STATE/COUNTY-  DE/NEW CASTLE
 JU1797  COUNTRY     -  US
 JU1797  USGS QUAD   -  DELAWARE CITY (2016)
 JU1797
 JU1797                         *CURRENT SURVEY CONTROL
 JU1797  ______________________________________________________________________
 JU1797* NAD 83(1986) POSITION- 39 33 35.     (N) 075 34 49.     (W)   SCALED
 JU1797* NAVD 88 ORTHO HEIGHT -     1.684 (meters)        5.52  (feet) ADJUSTED
 JU1797  ______________________________________________________________________
 JU1797  GEOID HEIGHT    -        -33.409 (meters)                     GEOID18
 JU1797  DYNAMIC HEIGHT  -          1.683 (meters)        5.52  (feet) COMP
 JU1797  MODELED GRAVITY -    980,128.4   (mgal)                       NAVD 88
 JU1797
 JU1797  VERT ORDER      -  FIRST     CLASS I
 JU1797
 JU1797.The horizontal coordinates were scaled from a map and have
 JU1797.an estimated accuracy of +/- 6 seconds.
 JU1797
 JU1797.The orthometric height was determined by differential leveling and
 JU1797.adjusted by the NATIONAL GEODETIC SURVEY
 JU1797.in June 1991.
 JU1797
 JU1797.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1797.GEOID18 height accuracy estimate available here.
 JU1797
 JU1797.Click photographs - Photos may exist for this station.
 JU1797
 JU1797.The dynamic height is computed by dividing the NAVD 88
 JU1797.geopotential number by the normal gravity value computed on the
 JU1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1797.degrees latitude (g = 980.6199 gals.).
 JU1797
 JU1797.The modeled gravity was interpolated from observed gravity values.
 JU1797
 JU1797;                    North         East    Units  Estimated Accuracy
 JU1797;SPC DE       -   173,160.      185,940.      MT  (+/- 180 meters Scaled)
 JU1797
 JU1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ501790(NAD 83)
 JU1797
 JU1797                          SUPERSEDED SURVEY CONTROL
 JU1797
 JU1797  NGVD 29 (11/26/84)    1.926  (m)            6.32   (f) ADJUSTED    1 1
 JU1797
 JU1797.Superseded values are not recommended for survey control.
 JU1797
 JU1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1797.See file dsdata.pdf to determine how the superseded data were derived.
 JU1797
 JU1797_MARKER: DB = BENCH MARK DISK
 JU1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1797_STAMPING: NO 7 1958
 JU1797_MARK LOGO: CGS
 JU1797_PROJECTION: PROJECTING 5 CENTIMETERS
 JU1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1797+STABILITY: SURFACE MOTION
 JU1797
 JU1797  HISTORY     - Date     Condition        Report By
 JU1797  HISTORY     - 1958     MONUMENTED       CGS
 JU1797  HISTORY     - 1971     GOOD             NGS
 JU1797  HISTORY     - 19950921 MARK NOT FOUND   NOS
 JU1797  HISTORY     - 20000318 MARK NOT FOUND   USPSQD
 JU1797
 JU1797                          STATION DESCRIPTION
 JU1797
 JU1797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JU1797'0.2 MI E FROM REEDY POINT.
 JU1797'ABOUT 0.15 MILE EAST ALONG A GRAVEL ROAD ALONG THE NORTH SIDE
 JU1797'OF THE CHESAPEAKE AND DELAWARE CANAL FROM THE STATE HIGHWAY 9
 JU1797'BRIDGE OVER THE CANAL AT REEDY POINT, 89 FEET NORTH OF THE NORTH
 JU1797'SIDE OF THE CANAL, 114 FEET SOUTH OF THE CENTER LINE OF THE
 JU1797'ROAD, 1.6 FEET NORTHEAST OF A SAWED OFF TELEPHONE POLE WHICH
 JU1797'PROJECTS 2.8 FEET ABOVE THE LEVEL OF THE GROUND AND A WITNESS
 JU1797'POST ATTACHED, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND
 JU1797'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 JU1797'LEVEL OF THE GROUND.  NOTE-- THE MARK MAY BE DESTROYED AT A LATER
 JU1797'DATE DUE TO CONSTRUCTION ALONG THE CANAL.
 JU1797
 JU1797                          STATION RECOVERY (1995)
 JU1797
 JU1797'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 JU1797'NOT RECOVERED.  NOTE--A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE
 JU1797'STATION.
 JU1797
 JU1797                          STATION RECOVERY (2000)
 JU1797
 JU1797'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU1797'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1903 ***********************************************************************
 JU1903  TIDAL BM    -  This is a Tidal Bench Mark.
 JU1903  DESIGNATION -  855 1201 TIDAL 1
 JU1903  PID         -  JU1903
 JU1903  STATE/COUNTY-  DE/NEW CASTLE
 JU1903  COUNTRY     -  US
 JU1903  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1903
 JU1903                         *CURRENT SURVEY CONTROL
 JU1903  ______________________________________________________________________
 JU1903* NAD 83(2011) POSITION- 39 39 27.67246(N) 075 33 47.58978(W)   ADJUSTED
 JU1903* NAD 83(2011) ELLIP HT-   -30.953 (meters)        (12/20/17)   ADJUSTED
 JU1903* NAD 83(2011) EPOCH   -  2010.00
 JU1903* NAVD 88 ORTHO HEIGHT -     2.183 (meters)        7.16  (feet) ADJUSTED
 JU1903  ______________________________________________________________________
 JU1903  GEOID HEIGHT    -        -33.139 (meters)                     GEOID18
 JU1903  NAD 83(2011) X  -  1,225,872.022 (meters)                     COMP
 JU1903  NAD 83(2011) Y  - -4,761,763.982 (meters)                     COMP
 JU1903  NAD 83(2011) Z  -  4,048,777.580 (meters)                     COMP
 JU1903  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 JU1903  DYNAMIC HEIGHT  -          2.182 (meters)        7.16  (feet) COMP
 JU1903  MODELED GRAVITY -    980,156.6   (mgal)                       NAVD 88
 JU1903
 JU1903  VERT ORDER      -  FIRST     CLASS I
 JU1903
 JU1903  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU1903  Standards:
 JU1903         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU1903            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU1903  -------------------------------------------------------------------
 JU1903  NETWORK    0.78   0.74           0.34   0.29   0.38     -0.10768710
 JU1903  -------------------------------------------------------------------
 JU1903  Click here for local accuracies and other accuracy information.
 JU1903
 JU1903.The horizontal coordinates were established by GPS observations
 JU1903.and adjusted by the MASER CONSULTING in December 2017.
 JU1903
 JU1903.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU1903.been affixed to the stable North American tectonic plate. See 
 JU1903.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU1903
 JU1903.The horizontal coordinates are valid at the epoch date displayed above
 JU1903.which is a decimal equivalence of Year/Month/Day.
 JU1903
 JU1903.The orthometric height was determined by differential leveling and
 JU1903.adjusted by the NATIONAL GEODETIC SURVEY
 JU1903.in June 1991.
 JU1903
 JU1903.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1903.GEOID18 height accuracy estimate available here.
 JU1903
 JU1903.This Tidal Bench Mark is designated as VM 2971
 JU1903.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU1903
 JU1903.Click photographs - Photos may exist for this station.
 JU1903
 JU1903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1903
 JU1903.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1903
 JU1903.The ellipsoidal height was determined by GPS observations
 JU1903.and is referenced to NAD 83.
 JU1903
 JU1903.The dynamic height is computed by dividing the NAVD 88
 JU1903.geopotential number by the normal gravity value computed on the
 JU1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1903.degrees latitude (g = 980.6199 gals.).
 JU1903
 JU1903.The modeled gravity was interpolated from observed gravity values.
 JU1903
 JU1903. The following values were computed from the NAD 83(2011) position.
 JU1903
 JU1903;                    North         East     Units Scale Factor Converg.
 JU1903;SPC DE       -   184,032.860   187,423.092   MT  0.99999695   -0 05 36.7
 JU1903;SPC DE       -   603,781.14    614,903.93   sFT  0.99999695   -0 05 36.7
 JU1903;UTM  18      - 4,389,916.483   451,684.414   MT  0.99962874   -0 21 34.0
 JU1903
 JU1903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1903!SPC DE       -   1.00000486  x   0.99999695  =   1.00000181
 JU1903!UTM  18      -   1.00000486  x   0.99962874  =   0.99963359
 JU1903
 JU1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5168489916(NAD 83)
 JU1903
 JU1903                          SUPERSEDED SURVEY CONTROL
 JU1903
 JU1903  NGVD 29 (01/10/92)    2.431  (m)            7.98   (f) ADJUSTED    1 1
 JU1903  NGVD 29 (??/??/87)    2.431  (m)            7.98   (f) SUPERSEDED  1 1
 JU1903
 JU1903.Superseded values are not recommended for survey control.
 JU1903
 JU1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1903.See file dsdata.pdf to determine how the superseded data were derived.
 JU1903
 JU1903_MARKER: DB = BENCH MARK DISK
 JU1903_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU1903+WITH SETTING: PAVEMENT
 JU1903_SP_SET: FOUNDATION
 JU1903_STAMPING: NO 1 1953
 JU1903_MARK LOGO: CGS
 JU1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1903+STABILITY: SURFACE MOTION
 JU1903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1903+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2018
 JU1903
 JU1903  HISTORY     - Date     Condition        Report By
 JU1903  HISTORY     - 1953     MONUMENTED       CGS
 JU1903  HISTORY     - 1963     GOOD             CGS
 JU1903  HISTORY     - 1979     GOOD             NGS
 JU1903  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 JU1903  HISTORY     - 20021109 GOOD             USPSQD
 JU1903  HISTORY     - 20060125 GOOD             GEOCAC
 JU1903  HISTORY     - 20100414 GOOD             DEDNR
 JU1903  HISTORY     - 20130711 GOOD             DELCOS
 JU1903  HISTORY     - 20180927 GOOD             BASE9
 JU1903
 JU1903                          STATION DESCRIPTION
 JU1903
 JU1903'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1903'AT NEW CASTLE.
 JU1903'AT NEW CASTLE, ALONG THE SOUTHEAST SIDE OF THE CITY PARK, NEAR
 JU1903'THE MUNICIPAL PIER WHICH IS AT THE SOUTHEAST END OF DELAWARE
 JU1903'STREET, 105 YARDS SOUTHWEST OF CENTER LINE OF THE STREET, SET ON
 JU1903'TOP CENTER OF AN ABANDONED 4-FOOT SQUARE CONCRETE FOUNDATION WITH
 JU1903'FOUR 1-1/2 INCH IRON BOLTS IN THE TOP, 44.5 FEET SOUTHWEST OF A
 JU1903'CONCRETE PARK BENCH, 39 FEET NORTHEAST OF ANOTHER PARK BENCH, 41
 JU1903'FEET NORTHEAST OF A LARGE TREE, AND ABOUT 2 FEET ABOVE LEVEL OF
 JU1903'GROUND.
 JU1903
 JU1903                          STATION RECOVERY (1979)
 JU1903
 JU1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1903'RECOVERED IN GOOD CONDITION.
 JU1903
 JU1903                          STATION RECOVERY (1984)
 JU1903
 JU1903'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 JU1903'MARK NOT FOUND.
 JU1903
 JU1903                          STATION RECOVERY (2002)
 JU1903
 JU1903'RECOVERY NOTE BY US POWER SQUADRON 2002 (WPS)
 JU1903'RECOVERED IN GOOD CONDITION.
 JU1903
 JU1903                          STATION RECOVERY (2006)
 JU1903
 JU1903'RECOVERY NOTE BY GEOCACHING 2006 (JAH)
 JU1903'RECOVERED IN GOOD CONDITION.
 JU1903
 JU1903                          STATION RECOVERY (2010)
 JU1903
 JU1903'RECOVERY NOTE BY DELAWARE DEPARTMENT OF NATURAL 2010 (DSS)
 JU1903'RECOVERED IN GOOD CONDITION.
 JU1903
 JU1903                          STATION RECOVERY (2013)
 JU1903
 JU1903'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1903'RECOVERED IN GOOD CONDITION.
 JU1903
 JU1903                          STATION RECOVERY (2018)
 JU1903
 JU1903'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2018 (DRD)
 JU1903'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1907 ***********************************************************************
 JU1907  DESIGNATION -  855 1201 TIDAL 3
 JU1907  PID         -  JU1907
 JU1907  STATE/COUNTY-  DE/NEW CASTLE
 JU1907  COUNTRY     -  US
 JU1907  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1907
 JU1907                         *CURRENT SURVEY CONTROL
 JU1907  ______________________________________________________________________
 JU1907* NAD 83(1986) POSITION- 39 39 28.     (N) 075 33 43.     (W)   SCALED
 JU1907* NAVD 88 ORTHO HEIGHT -     1.610 (meters)        5.28  (feet) ADJUSTED
 JU1907  ______________________________________________________________________
 JU1907  GEOID HEIGHT    -        -33.140 (meters)                     GEOID18
 JU1907  DYNAMIC HEIGHT  -          1.609 (meters)        5.28  (feet) COMP
 JU1907  MODELED GRAVITY -    980,156.5   (mgal)                       NAVD 88
 JU1907
 JU1907  VERT ORDER      -  FIRST     CLASS I
 JU1907
 JU1907.The horizontal coordinates were scaled from a map and have
 JU1907.an estimated accuracy of +/- 6 seconds.
 JU1907
 JU1907.The orthometric height was determined by differential leveling and
 JU1907.adjusted by the NATIONAL GEODETIC SURVEY
 JU1907.in June 1991.
 JU1907
 JU1907.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1907.GEOID18 height accuracy estimate available here.
 JU1907
 JU1907.Click photographs - Photos may exist for this station.
 JU1907
 JU1907.The dynamic height is computed by dividing the NAVD 88
 JU1907.geopotential number by the normal gravity value computed on the
 JU1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1907.degrees latitude (g = 980.6199 gals.).
 JU1907
 JU1907.The modeled gravity was interpolated from observed gravity values.
 JU1907
 JU1907;                    North         East    Units  Estimated Accuracy
 JU1907;SPC DE       -   184,040.      187,530.      MT  (+/- 180 meters Scaled)
 JU1907
 JU1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ517899(NAD 83)
 JU1907
 JU1907                          SUPERSEDED SURVEY CONTROL
 JU1907
 JU1907  NGVD 29 (01/10/92)    1.979  (m)            6.49   (f) ADJUSTED    1 1
 JU1907  NGVD 29 (??/??/87)    1.979  (m)            6.49   (f) SUPERSEDED  1 1
 JU1907
 JU1907.Superseded values are not recommended for survey control.
 JU1907
 JU1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1907.See file dsdata.pdf to determine how the superseded data were derived.
 JU1907
 JU1907_MARKER: DB = BENCH MARK DISK
 JU1907_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU1907_SP_SET: RETAINING WALL
 JU1907_STAMPING: NO 3 1953
 JU1907_MARK LOGO: CGS
 JU1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1907+STABILITY: SURFACE MOTION
 JU1907
 JU1907  HISTORY     - Date     Condition        Report By
 JU1907  HISTORY     - 1953     MONUMENTED       CGS
 JU1907  HISTORY     - 1963     GOOD             CGS
 JU1907  HISTORY     - 1979     GOOD             NGS
 JU1907  HISTORY     - 19910416 MARK NOT FOUND   USPSQD
 JU1907  HISTORY     - 19910423 MARK NOT FOUND   USGS
 JU1907  HISTORY     - 19970621 MARK NOT FOUND   USPSQD
 JU1907
 JU1907                          STATION DESCRIPTION
 JU1907
 JU1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JU1907'AT NEW CASTLE.
 JU1907'AT NEW CASTLE, NEW CASTLE COUNTY, ON THE NORTHWEST SIDE OF
 JU1907'DELAWARE RIVER, ON THE NORTHEAST SIDE OF THE MUNICIPAL PIER, 133
 JU1907'FEET NORTHWEST OF THE EAST CORNER OF THE PIER, 26 FEET NORTHEAST
 JU1907'OF THE EAST CORNER OF A BUILDING KNOWN AS THE RECREATION CENTER,
 JU1907'IN THE TOP OF A 2-FOOT-WIDE CONCRETE RETAINING WALL, AND 2.5
 JU1907'FEET SOUTHEAST OF THE END OF AN IRON FENCE WHICH IS SET IN THE
 JU1907'TOP OF THE RETAINING WALL.  A STANDARD DISK, STAMPED NO 3 1953.
 JU1907
 JU1907                          STATION RECOVERY (1963)
 JU1907
 JU1907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU1907'RECOVERED IN GOOD CONDITION.
 JU1907
 JU1907                          STATION RECOVERY (1979)
 JU1907
 JU1907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1907'RECOVERED IN GOOD CONDITION.
 JU1907
 JU1907                          STATION RECOVERY (1991)
 JU1907
 JU1907'RECOVERY NOTE BY US POWER SQUADRON 1991 (WA)
 JU1907'MARK NOT FOUND.
 JU1907
 JU1907                          STATION RECOVERY (1991)
 JU1907
 JU1907'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1907'MARK NOT FOUND.
 JU1907
 JU1907                          STATION RECOVERY (1997)
 JU1907
 JU1907'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU1907'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1901 ***********************************************************************
 JU1901  TIDAL BM    -  This is a Tidal Bench Mark.
 JU1901  DESIGNATION -  855 1201 TIDAL 4
 JU1901  PID         -  JU1901
 JU1901  STATE/COUNTY-  DE/NEW CASTLE
 JU1901  COUNTRY     -  US
 JU1901  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1901
 JU1901                         *CURRENT SURVEY CONTROL
 JU1901  ______________________________________________________________________
 JU1901* NAD 83(1986) POSITION- 39 39 30.99   (N) 075 33 46.05   (W)   HD_HELD1
 JU1901* NAVD 88 ORTHO HEIGHT -     3.200 (meters)       10.50  (feet) ADJUSTED
 JU1901  ______________________________________________________________________
 JU1901  GEOID HEIGHT    -        -33.137 (meters)                     GEOID18
 JU1901  DYNAMIC HEIGHT  -          3.198 (meters)       10.49  (feet) COMP
 JU1901  MODELED GRAVITY -    980,156.8   (mgal)                       NAVD 88
 JU1901
 JU1901  VERT ORDER      -  FIRST     CLASS I
 JU1901
 JU1901.The horizontal coordinates were determined by differentially corrected
 JU1901.hand held GPS observations or other comparable positioning techniques
 JU1901.and have an estimated accuracy of +/- 3 meters.
 JU1901
 JU1901.The orthometric height was determined by differential leveling and
 JU1901.adjusted by the NATIONAL GEODETIC SURVEY
 JU1901.in June 1991.
 JU1901
 JU1901.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1901.GEOID18 height accuracy estimate available here.
 JU1901
 JU1901.This Tidal Bench Mark is designated as VM 2972
 JU1901.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU1901
 JU1901.Click photographs - Photos may exist for this station.
 JU1901
 JU1901.The dynamic height is computed by dividing the NAVD 88
 JU1901.geopotential number by the normal gravity value computed on the
 JU1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1901.degrees latitude (g = 980.6199 gals.).
 JU1901
 JU1901.The modeled gravity was interpolated from observed gravity values.
 JU1901
 JU1901;                    North         East    Units  Estimated Accuracy
 JU1901;SPC DE       -   184,135.1     187,460.0     MT  (+/- 3 meters HH1 GPS) 
 JU1901
 JU1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5172190018(NAD 83)
 JU1901
 JU1901                          SUPERSEDED SURVEY CONTROL
 JU1901
 JU1901  NGVD 29 (01/10/92)    3.449  (m)           11.32   (f) ADJUSTED    1 1
 JU1901  NGVD 29 (??/??/87)    3.449  (m)           11.32   (f) SUPERSEDED  1 1
 JU1901
 JU1901.Superseded values are not recommended for survey control.
 JU1901
 JU1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1901.See file dsdata.pdf to determine how the superseded data were derived.
 JU1901
 JU1901_MARKER: DB = BENCH MARK DISK
 JU1901_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU1901_SP_SET: CURB
 JU1901_STAMPING: NO 4 1953
 JU1901_MARK LOGO: CGS
 JU1901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1901_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1901+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2018
 JU1901
 JU1901  HISTORY     - Date     Condition        Report By
 JU1901  HISTORY     - 1953     MONUMENTED       CGS
 JU1901  HISTORY     - 1963     GOOD             CGS
 JU1901  HISTORY     - 1979     GOOD             NGS
 JU1901  HISTORY     - 19910330 GOOD             USPSQD
 JU1901  HISTORY     - 19910416 GOOD             USPSQD
 JU1901  HISTORY     - 19971018 GOOD             USPSQD
 JU1901  HISTORY     - 20021109 GOOD             USPSQD
 JU1901  HISTORY     - 20030322 GOOD             USPSQD
 JU1901  HISTORY     - 20070105 GOOD             USPSQD
 JU1901  HISTORY     - 20130711 GOOD             DELCOS
 JU1901  HISTORY     - 20180927 GOOD             BASE9
 JU1901
 JU1901                          STATION DESCRIPTION
 JU1901
 JU1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1901'AT NEW CASTLE.
 JU1901'AT NEW CASTLE, AT THE NORTH CORNER OF THE INTERSECTION OF DELAWARE
 JU1901'AND FIRST STREETS (FIRST STREET IS ALSO THE STRAND), 40.5 FEET
 JU1901'NORTHEAST OF THE EAST CORNER OF A BUILDING AT THE WEST CORNER OF
 JU1901'THE INTERSECTION, 11.5 FEET SOUTHWEST OF THE SOUTH CORNER OF A
 JU1901'BUILDING AT THE NORTH CORNER OF INTERSECTION, 12.5 FEET NORTHWEST
 JU1901'OF A FIRE PLUG, 79.5 FEET NORTH AND ACROSS INTERSECTION FROM
 JU1901'BENCH MARK 34 (U.S.E.) DESCRIBED, SET ON TOP OF THE NORTHEAST
 JU1901'CURB OF DELAWARE STREET, 26 FEET NORTHWEST OF NORTHWEST CURB OF
 JU1901'FIRST STREET, AND ABOUT 1/2 FOOT ABOVE LEVEL OF STREET.
 JU1901
 JU1901                          STATION RECOVERY (1979)
 JU1901
 JU1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1901'RECOVERED IN GOOD CONDITION.
 JU1901
 JU1901                          STATION RECOVERY (1991)
 JU1901
 JU1901'RECOVERY NOTE BY US POWER SQUADRON 1991 (AC)
 JU1901'RECOVERED IN GOOD CONDITION.
 JU1901
 JU1901                          STATION RECOVERY (1991)
 JU1901
 JU1901'RECOVERY NOTE BY US POWER SQUADRON 1991 (WA)
 JU1901'RECOVERED IN GOOD CONDITION.
 JU1901
 JU1901                          STATION RECOVERY (1997)
 JU1901
 JU1901'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU1901'RECOVERED IN GOOD CONDITION.
 JU1901
 JU1901                          STATION RECOVERY (2002)
 JU1901
 JU1901'RECOVERY NOTE BY US POWER SQUADRON 2002 (WPS)
 JU1901'MARK HEAVILY PAINTED OVER.
 JU1901
 JU1901                          STATION RECOVERY (2003)
 JU1901
 JU1901'RECOVERY NOTE BY US POWER SQUADRON 2003 (DWG)
 JU1901'RECOVERED IN GOOD CONDITION.
 JU1901
 JU1901                          STATION RECOVERY (2007)
 JU1901
 JU1901'RECOVERY NOTE BY US POWER SQUADRON 2007 (SAL)
 JU1901'GEODETIC MARK IS COVERED WITH YELLOW PAINT.
 JU1901
 JU1901                          STATION RECOVERY (2013)
 JU1901
 JU1901'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1901'RECOVERED IN GOOD CONDITION.
 JU1901
 JU1901                          STATION RECOVERY (2018)
 JU1901
 JU1901'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2018 (DRD)
 JU1901'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1900 ***********************************************************************
 JU1900  TIDAL BM    -  This is a Tidal Bench Mark.
 JU1900  DESIGNATION -  855 1201 TIDAL 5
 JU1900  PID         -  JU1900
 JU1900  STATE/COUNTY-  DE/NEW CASTLE
 JU1900  COUNTRY     -  US
 JU1900  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1900
 JU1900                         *CURRENT SURVEY CONTROL
 JU1900  ______________________________________________________________________
 JU1900* NAD 83(1986) POSITION- 39 39 36.99   (N) 075 33 44.88   (W)   HD_HELD1
 JU1900* NAVD 88 ORTHO HEIGHT -     5.679 (meters)       18.63  (feet) ADJUSTED
 JU1900  ______________________________________________________________________
 JU1900  GEOID HEIGHT    -        -33.132 (meters)                     GEOID18
 JU1900  DYNAMIC HEIGHT  -          5.677 (meters)       18.63  (feet) COMP
 JU1900  MODELED GRAVITY -    980,157.3   (mgal)                       NAVD 88
 JU1900
 JU1900  VERT ORDER      -  FIRST     CLASS I
 JU1900
 JU1900.The horizontal coordinates were determined by differentially corrected
 JU1900.hand held GPS observations or other comparable positioning techniques
 JU1900.and have an estimated accuracy of +/- 3 meters.
 JU1900
 JU1900.The orthometric height was determined by differential leveling and
 JU1900.adjusted by the NATIONAL GEODETIC SURVEY
 JU1900.in June 1991.
 JU1900
 JU1900.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1900.GEOID18 height accuracy estimate available here.
 JU1900
 JU1900.This Tidal Bench Mark is designated as VM 2973
 JU1900.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU1900
 JU1900.Click photographs - Photos may exist for this station.
 JU1900
 JU1900.The dynamic height is computed by dividing the NAVD 88
 JU1900.geopotential number by the normal gravity value computed on the
 JU1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1900.degrees latitude (g = 980.6199 gals.).
 JU1900
 JU1900.The modeled gravity was interpolated from observed gravity values.
 JU1900
 JU1900;                    North         East    Units  Estimated Accuracy
 JU1900;SPC DE       -   184,320.1     187,488.2     MT  (+/- 3 meters HH1 GPS) 
 JU1900
 JU1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5175090203(NAD 83)
 JU1900
 JU1900                          SUPERSEDED SURVEY CONTROL
 JU1900
 JU1900  NGVD 29 (01/10/92)    5.927  (m)           19.45   (f) ADJUSTED    1 1
 JU1900  NGVD 29 (??/??/87)    5.927  (m)           19.45   (f) SUPERSEDED  1 1
 JU1900
 JU1900.Superseded values are not recommended for survey control.
 JU1900
 JU1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1900.See file dsdata.pdf to determine how the superseded data were derived.
 JU1900
 JU1900_MARKER: DB = BENCH MARK DISK
 JU1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1900_STAMPING: NO 5 1953
 JU1900_MARK LOGO: CGS
 JU1900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1900+STABILITY: SURFACE MOTION
 JU1900_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1900+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1900
 JU1900  HISTORY     - Date     Condition        Report By
 JU1900  HISTORY     - 1953     MONUMENTED       CGS
 JU1900  HISTORY     - 1963     GOOD             CGS
 JU1900  HISTORY     - 1979     GOOD             NGS
 JU1900  HISTORY     - 19910330 GOOD             USPSQD
 JU1900  HISTORY     - 19910416 GOOD             USPSQD
 JU1900  HISTORY     - 19971018 GOOD             USPSQD
 JU1900  HISTORY     - 20021109 GOOD             USPSQD
 JU1900  HISTORY     - 20030322 GOOD             USPSQD
 JU1900  HISTORY     - 20070105 GOOD             USPSQD
 JU1900  HISTORY     - 20130711 GOOD             DELCOS
 JU1900
 JU1900                          STATION DESCRIPTION
 JU1900
 JU1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1900'AT NEW CASTLE.
 JU1900'AT NEW CASTLE, BETWEEN MARKET AND SECOND STREETS, 142 YARDS
 JU1900'NORTHEAST OF THE CENTER LINE OF DELAWARE STREET, 26 FEET NORTHWEST
 JU1900'OF THE CENTER LINE OF SECOND STREET, 58 FEET WEST OF THE NORTH
 JU1900'CORNER OF A BRICK WALL ALONG THE SOUTHEAST SIDE OF SECOND STREET,
 JU1900'58 1/2 FEET SOUTHEAST OF AND ACROSS MARKET STREET FROM THE SOUTH
 JU1900'CORNER OF A CONCRETE WALL ON NORTHWEST SIDE OF MARKET STREET, IN
 JU1900'TOP OF THE LOWER EAST CORNER OF A MONUMENT IN A PARK MIDWAY BETWEEN
 JU1900'MARKET AND SECOND STREETS, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 JU1900'STREETS.
 JU1900
 JU1900                          STATION RECOVERY (1979)
 JU1900
 JU1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1900'RECOVERED IN GOOD CONDITION.
 JU1900
 JU1900                          STATION RECOVERY (1991)
 JU1900
 JU1900'RECOVERY NOTE BY US POWER SQUADRON 1991 (SO)
 JU1900'RECOVERED IN GOOD CONDITION.
 JU1900
 JU1900                          STATION RECOVERY (1991)
 JU1900
 JU1900'RECOVERY NOTE BY US POWER SQUADRON 1991 (WA)
 JU1900'RECOVERED IN GOOD CONDITION.
 JU1900
 JU1900                          STATION RECOVERY (1997)
 JU1900
 JU1900'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU1900'RECOVERED IN GOOD CONDITION.
 JU1900
 JU1900                          STATION RECOVERY (2002)
 JU1900
 JU1900'RECOVERY NOTE BY US POWER SQUADRON 2002 (WPS)
 JU1900'CONCRETE BASE BEGINNING TO CRUMBLE
 JU1900
 JU1900                          STATION RECOVERY (2003)
 JU1900
 JU1900'RECOVERY NOTE BY US POWER SQUADRON 2003 (DWG)
 JU1900'ADD TO DESCRIPTION - MONUMENT IS 8 FOOT HIGH STONE MONUMENT.
 JU1900
 JU1900                          STATION RECOVERY (2007)
 JU1900
 JU1900'RECOVERY NOTE BY US POWER SQUADRON 2007 (SAL)
 JU1900'RECOVERED IN GOOD CONDITION.
 JU1900
 JU1900                          STATION RECOVERY (2013)
 JU1900
 JU1900'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1900'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1805 ***********************************************************************
 JU1805  TIDAL BM    -  This is a Tidal Bench Mark.
 JU1805  DESIGNATION -  855 1910 1
 JU1805  PID         -  JU1805
 JU1805  STATE/COUNTY-  DE/NEW CASTLE
 JU1805  COUNTRY     -  US
 JU1805  USGS QUAD   -  DELAWARE CITY (2016)
 JU1805
 JU1805                         *CURRENT SURVEY CONTROL
 JU1805  ______________________________________________________________________
 JU1805* NAD 83(1986) POSITION- 39 33 41.     (N) 075 34 57.     (W)   SCALED
 JU1805* NAVD 88 ORTHO HEIGHT -     1.281 (meters)        4.20  (feet) ADJUSTED
 JU1805  ______________________________________________________________________
 JU1805  GEOID HEIGHT    -        -33.400 (meters)                     GEOID18
 JU1805  DYNAMIC HEIGHT  -          1.280 (meters)        4.20  (feet) COMP
 JU1805  MODELED GRAVITY -    980,127.3   (mgal)                       NAVD 88
 JU1805
 JU1805  VERT ORDER      -  FIRST     CLASS I
 JU1805
 JU1805.The horizontal coordinates were scaled from a map and have
 JU1805.an estimated accuracy of +/- 6 seconds.
 JU1805
 JU1805.The orthometric height was determined by differential leveling and
 JU1805.adjusted by the NATIONAL GEODETIC SURVEY
 JU1805.in June 1991.
 JU1805
 JU1805.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1805.GEOID18 height accuracy estimate available here.
 JU1805
 JU1805.This Tidal Bench Mark is designated as VM 380
 JU1805.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU1805
 JU1805.Click photographs - Photos may exist for this station.
 JU1805
 JU1805.The dynamic height is computed by dividing the NAVD 88
 JU1805.geopotential number by the normal gravity value computed on the
 JU1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1805.degrees latitude (g = 980.6199 gals.).
 JU1805
 JU1805.The modeled gravity was interpolated from observed gravity values.
 JU1805
 JU1805;                    North         East    Units  Estimated Accuracy
 JU1805;SPC DE       -   173,340.      185,750.      MT  (+/- 180 meters Scaled)
 JU1805
 JU1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ499792(NAD 83)
 JU1805
 JU1805                          SUPERSEDED SURVEY CONTROL
 JU1805
 JU1805  NGVD 29 (11/26/84)    1.516  (m)            4.97   (f) ADJUSTED    1 1
 JU1805
 JU1805.Superseded values are not recommended for survey control.
 JU1805
 JU1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1805.See file dsdata.pdf to determine how the superseded data were derived.
 JU1805
 JU1805_MARKER: DB = BENCH MARK DISK
 JU1805_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU1805+WITH SETTING: PAVEMENT
 JU1805_SP_SET: BLOCK
 JU1805_STAMPING: NO 1 1956
 JU1805_MARK LOGO: CGS
 JU1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1805+STABILITY: SURFACE MOTION
 JU1805
 JU1805  HISTORY     - Date     Condition        Report By
 JU1805  HISTORY     - 1956     MONUMENTED       CGS
 JU1805  HISTORY     - 1963     GOOD             CGS
 JU1805  HISTORY     - 1971     MARK NOT FOUND   NGS
 JU1805  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU1805  HISTORY     - 19950328 MARK NOT FOUND   NJGS
 JU1805  HISTORY     - 19950921 MARK NOT FOUND   NOS
 JU1805
 JU1805                          STATION DESCRIPTION
 JU1805
 JU1805'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1805'1 MI E FROM REEDY POINT.
 JU1805'0.95 MILE EAST ALONG A DIRT ROAD LEADING TO THE USE WHARF
 JU1805'FROM THE JUNCTION OF STATE HIGHWAY 9 AT THE NORTH END OF THE
 JU1805'DRAWBRIDGE OVER THE DELAWARE AND CHESAPEAKE CANAL AT REEDY
 JU1805'POINT, AT THE USE WHARF ON THE NORTH BANK OF THE CANAL, 9.6
 JU1805'FEET SOUTH-SOUTHWEST OF THE 1ST POWER LINE POLE NORTH OF THE
 JU1805'WHARF (THIS POLE IS IN THE CENTER OF A CIRCLE AT THE END OF THE
 JU1805'ROAD), AND SET IN THE TOP OF A 30-INCH SQUARE CONCRETE BLOCK
 JU1805'18 BELOW SURFACE OF THE GROUND.
 JU1805
 JU1805                          STATION RECOVERY (1971)
 JU1805
 JU1805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JU1805'MARK NOT FOUND.
 JU1805
 JU1805                          STATION RECOVERY (1979)
 JU1805
 JU1805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1805'WHARF AND POWER POLE ARE GONE.
 JU1805
 JU1805                          STATION RECOVERY (1995)
 JU1805
 JU1805'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU1805'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A HALF HOUR
 JU1805'SEARCH BY A TWO MAN PARTY.  THE CIRCLE AT THE END OF THE ROAD
 JU1805'MENTIONED IN THE ORIGINAL DESCRIPTION COULD NOT BE FOUND.
 JU1805
 JU1805                          STATION RECOVERY (1995)
 JU1805
 JU1805'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 JU1805'NOT RECOVERED.  NOTE--A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE
 JU1805'STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2190 ***********************************************************************
 JU2190  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2190  DESIGNATION -  855 1910 A
 JU2190  PID         -  JU2190
 JU2190  STATE/COUNTY-  DE/NEW CASTLE
 JU2190  COUNTRY     -  US
 JU2190  USGS QUAD   -  DELAWARE CITY (2016)
 JU2190
 JU2190                         *CURRENT SURVEY CONTROL
 JU2190  ______________________________________________________________________
 JU2190* NAD 83(1986) POSITION- 39 33 30.4    (N) 075 34 19.6    (W)   HD_HELD2
 JU2190* NAVD 88 ORTHO HEIGHT -     1.859 (meters)        6.10  (feet) ADJUSTED
 JU2190  ______________________________________________________________________
 JU2190  GEOID HEIGHT    -        -33.426 (meters)                     GEOID18
 JU2190  DYNAMIC HEIGHT  -          1.858 (meters)        6.10  (feet) COMP
 JU2190  MODELED GRAVITY -    980,127.0   (mgal)                       NAVD 88
 JU2190
 JU2190  VERT ORDER      -  FIRST     CLASS II
 JU2190
 JU2190.The horizontal coordinates were established by autonomous hand held GPS
 JU2190.observations and have an estimated accuracy of +/- 10 meters.
 JU2190
 JU2190.The orthometric height was determined by differential leveling and
 JU2190.adjusted by the NATIONAL GEODETIC SURVEY
 JU2190.in June 1991.
 JU2190
 JU2190.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2190.GEOID18 height accuracy estimate available here.
 JU2190
 JU2190.This Tidal Bench Mark is designated as VM 377
 JU2190.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2190
 JU2190.Click photographs - Photos may exist for this station.
 JU2190
 JU2190.The dynamic height is computed by dividing the NAVD 88
 JU2190.geopotential number by the normal gravity value computed on the
 JU2190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2190.degrees latitude (g = 980.6199 gals.).
 JU2190
 JU2190.The modeled gravity was interpolated from observed gravity values.
 JU2190
 JU2190;                    North         East    Units  Estimated Accuracy
 JU2190;SPC DE       -   173,016.      186,641.      MT  (+/- 10 meters HH2 GPS)
 JU2190
 JU2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5085178907(NAD 83)
 JU2190
 JU2190                          SUPERSEDED SURVEY CONTROL
 JU2190
 JU2190.No superseded survey control is available for this station.
 JU2190
 JU2190_MARKER: DJ = TIDAL STATION DISK
 JU2190_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2190_STAMPING: 1910 A 1979
 JU2190_MARK LOGO: NOS
 JU2190_PROJECTION: PROJECTING 15 CENTIMETERS
 JU2190_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2190+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 JU2190_ROD/PIPE-DEPTH: 9.14 meters
 JU2190
 JU2190  HISTORY     - Date     Condition        Report By
 JU2190  HISTORY     - 1979     MONUMENTED       NOS
 JU2190  HISTORY     - 1979     GOOD             NGS
 JU2190  HISTORY     - 19950328 GOOD             NJGS
 JU2190  HISTORY     - 19950921 MARK NOT FOUND   NOS
 JU2190  HISTORY     - 20010919 MARK NOT FOUND   NGS
 JU2190  HISTORY     - 20050615 GOOD             GEOCAC
 JU2190  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU2190
 JU2190                          STATION DESCRIPTION
 JU2190
 JU2190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2190'3.45 MI SE FROM DELAWARE CITY.
 JU2190'2.1 MILES SOUTHEAST ALONG STATE ROUTE 9 FROM THE INTERSECTION OF
 JU2190'CLINTON STREET IN DELAWARE CITY, THENCE 0.8 MILE NORTH ALONG OLD
 JU2190'ROUTE 9, THENCE 0.55 MILE EAST ALONG DUTCH NECK ROAD TO THE MARK ON
 JU2190'THE RIGHT, B.M. 1910 A 1979 IS A STANDARD NOS DISK STAMPED 1910 A
 JU2190'1979, CRIMPED ON TOP OF A 30-FOOT STAINLESS STEEL ROD DRIVEN TO
 JU2190'REFUSAL, SURROUNDED BY 4 INCH P.V.C. PIPE AND CONCRETE KICK PAD
 JU2190'ABOUT 6 INCHES ABOVE GROUND, THE MARK IS 48.6 FEET SOUTH OF SOUTH
 JU2190'END OF PIER, 23.9 FEET SOUTH OF CENTER OF DIRT ROAD LEADING ALONG
 JU2190'SOUTH SIDE OF CANAL, 85.5 FEET SOUTHWEST OF POWER POLE 70 WITH LIGHT.
 JU2190'THE MARK IS 1 FT  N FROM A WITNESS POST.
 JU2190'THE MARK IS ABOVE LEVEL WITH ROAD.
 JU2190
 JU2190                          STATION RECOVERY (1995)
 JU2190
 JU2190'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU2190'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE DITCH THAT THE
 JU2190'STATION IS SET NEAR HAS BEEN WIDENED TO ACCEPT A STORM DRAIN PIPE AND
 JU2190'FILLED WITH GRAVEL.  THE STATION IS NOW ABOUT 2 FT (0.6 M) UNDER
 JU2190'GRAVEL FILL AND IS SET IN A 6 INCH PLATIC PIPE ABOUT LEVEL WITH THE
 JU2190'GRAVEL FILL, NEXT TO THE NOAA TIDE GAGE STATION.
 JU2190
 JU2190                          STATION RECOVERY (1995)
 JU2190
 JU2190'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 JU2190'NOT RECOVERED.  NOTE--A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE
 JU2190'STATION.
 JU2190
 JU2190                          STATION RECOVERY (2001)
 JU2190
 JU2190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMW)
 JU2190'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 JU2190
 JU2190                          STATION RECOVERY (2005)
 JU2190
 JU2190'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU2190'THE 1995 DESCRIPTION IS ADEQUATE.  ALSO, THE DISK IS LOCATED 4.33 FEET
 JU2190'WEST OF A CHAIN-LINK FENCE THAT ENCLOSES AN NOAA TIDE GUAGE STATION,
 JU2190'6.5 FEET SOUTHWEST OF THE ENCLOSURE'S NORTHWEST CORNER, 8.17 FEET
 JU2190'NORTHWEST OF THE ENCLOSURE'S SOUTHWEST CORNER, AND 1.5 FEET NORTH OF
 JU2190'AN ORANGE CARSONITE WITNESS POST.
 JU2190
 JU2190                          STATION RECOVERY (2013)
 JU2190
 JU2190'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU2190'THE 1995 AND 2005 DESCRIPTIONS ARE NOT FOR THIS BENCHMARK, THEY ARE
 JU2190'FOR AJ6314.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2189 ***********************************************************************
 JU2189  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2189  DESIGNATION -  855 1910 B
 JU2189  PID         -  JU2189
 JU2189  STATE/COUNTY-  DE/NEW CASTLE
 JU2189  COUNTRY     -  US
 JU2189  USGS QUAD   -  DELAWARE CITY (2016)
 JU2189
 JU2189                         *CURRENT SURVEY CONTROL
 JU2189  ______________________________________________________________________
 JU2189* NAD 83(2011) POSITION- 39 33 29.67380(N) 075 34 25.05317(W)   ADJUSTED
 JU2189* NAD 83(2011) ELLIP HT-   -31.069 (meters)        (06/27/12)   ADJUSTED
 JU2189* NAD 83(2011) EPOCH   -  2010.00
 JU2189* NAVD 88 ORTHO HEIGHT -     2.371 (meters)        7.78  (feet) ADJUSTED
 JU2189  ______________________________________________________________________
 JU2189  GEOID HEIGHT    -        -33.424 (meters)                     GEOID18
 JU2189  NAD 83(2011) X  -  1,226,760.762 (meters)                     COMP
 JU2189  NAD 83(2011) Y  - -4,768,803.460 (meters)                     COMP
 JU2189  NAD 83(2011) Z  -  4,040,271.300 (meters)                     COMP
 JU2189  LAPLACE CORR    -         -3.16  (seconds)                    DEFLEC18
 JU2189  DYNAMIC HEIGHT  -          2.370 (meters)        7.78  (feet) COMP
 JU2189  MODELED GRAVITY -    980,127.1   (mgal)                       NAVD 88
 JU2189
 JU2189  VERT ORDER      -  SECOND    CLASS I
 JU2189
 JU2189  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU2189  Standards:
 JU2189         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU2189            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU2189  -------------------------------------------------------------------
 JU2189  NETWORK    1.23   2.12           0.53   0.45   1.08     -0.33628390
 JU2189  -------------------------------------------------------------------
 JU2189  Click here for local accuracies and other accuracy information.
 JU2189
 JU2189.This is a reference station for the REEDY POINT 1
 JU2189.National Continuously Operating Reference Station (RED1).
 JU2189
 JU2189.The horizontal coordinates were established by GPS observations
 JU2189.and adjusted by the National Geodetic Survey in June 2012.
 JU2189
 JU2189.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU2189.been affixed to the stable North American tectonic plate. See 
 JU2189.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU2189
 JU2189.The horizontal coordinates are valid at the epoch date displayed above
 JU2189.which is a decimal equivalence of Year/Month/Day.
 JU2189
 JU2189.The orthometric height was determined by differential leveling and
 JU2189.adjusted by the NATIONAL GEODETIC SURVEY
 JU2189.in September 2010.
 JU2189
 JU2189.No vertical observational check was made to the station.
 JU2189
 JU2189.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2189.GEOID18 height accuracy estimate available here.
 JU2189
 JU2189.This Tidal Bench Mark is designated as VM 376
 JU2189.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2189
 JU2189.Click photographs - Photos may exist for this station.
 JU2189
 JU2189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2189
 JU2189.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2189
 JU2189.The ellipsoidal height was determined by GPS observations
 JU2189.and is referenced to NAD 83.
 JU2189
 JU2189.The dynamic height is computed by dividing the NAVD 88
 JU2189.geopotential number by the normal gravity value computed on the
 JU2189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2189.degrees latitude (g = 980.6199 gals.).
 JU2189
 JU2189.The modeled gravity was interpolated from observed gravity values.
 JU2189
 JU2189. The following values were computed from the NAD 83(2011) position.
 JU2189
 JU2189;                    North         East     Units Scale Factor Converg.
 JU2189;SPC DE       -   172,993.430   186,510.740   MT  0.99999724   -0 05 59.9
 JU2189;SPC DE       -   567,562.61    611,910.65   sFT  0.99999724   -0 05 59.9
 JU2189;UTM  18      - 4,378,885.459   450,721.244   MT  0.99962990   -0 21 55.2
 JU2189
 JU2189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2189!SPC DE       -   1.00000487  x   0.99999724  =   1.00000211
 JU2189!UTM  18      -   1.00000487  x   0.99962990  =   0.99963477
 JU2189
 JU2189:                Primary Azimuth Mark                     Grid Az
 JU2189:SPC DE       -  REEDY POINT 1 CORS ARP                   041 30 41.2
 JU2189:UTM  18      -  REEDY POINT 1 CORS ARP                   041 46 36.5
 JU2189
 JU2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5072178885(NAD 83)
 JU2189
 JU2189|---------------------------------------------------------------------|
 JU2189| PID    Reference Object                     Distance      Geod. Az  |
 JU2189|                                                           dddmmss.s |
 JU2189| AH8297 REEDY POINT 1 CORS ARP              473.831 METERS 0412441.3 |
 JU2189|---------------------------------------------------------------------|
 JU2189
 JU2189                          SUPERSEDED SURVEY CONTROL
 JU2189
 JU2189  NAD 83(2007)-  39 33 29.67409(N)    075 34 25.05401(W) AD(2002.00) 0
 JU2189  ELLIP H (02/10/07)  -31.053  (m)                       GP(2002.00)    
 JU2189  NAD 83(1991)-  39 33 29.67449(N)    075 34 25.05431(W) AD(       ) A
 JU2189  ELLIP H (02/12/02)  -31.041  (m)                       GP(       ) 4 1
 JU2189  NAVD 88               2.37   (m)            7.8    (f) LEVELING    3  
 JU2189  NAVD 88 (06/15/91)    2.367  (m)            7.77   (f) SUPERSEDED  1 2
 JU2189
 JU2189.Superseded values are not recommended for survey control.
 JU2189
 JU2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2189.See file dsdata.pdf to determine how the superseded data were derived.
 JU2189
 JU2189_MARKER: DJ = TIDAL STATION DISK
 JU2189_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2189_STAMPING: 1910 B 1979
 JU2189_MARK LOGO: NOS
 JU2189_PROJECTION: RECESSED 15 CENTIMETERS
 JU2189_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2189+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU2189_ROD/PIPE-DEPTH: 9.75 meters
 JU2189
 JU2189  HISTORY     - Date     Condition        Report By
 JU2189  HISTORY     - 1979     MONUMENTED       NOS
 JU2189  HISTORY     - 19950328 POOR             NJGS
 JU2189  HISTORY     - 19950921 GOOD             NOS
 JU2189  HISTORY     - 20000228 GOOD             NGS
 JU2189  HISTORY     - 20010919 GOOD             NGS
 JU2189  HISTORY     - 20030309 GOOD             USPSQD
 JU2189  HISTORY     - 20050615 GOOD             GEOCAC
 JU2189  HISTORY     - 20130711 GOOD             DELCOS
 JU2189
 JU2189                          STATION DESCRIPTION
 JU2189
 JU2189'DESCRIBED BY NATIONAL OCEAN SERVICE 1979
 JU2189'3.35 MI SE FROM DELAWARE CITY.
 JU2189'2.1 MILES SOUTHEAST ALONG STATE ROUTE 9 FROM THE INNERSECTION OF
 JU2189'CLINTON STREET IN DELAWARE CITY, THENCE 0.8 MILE NORTH ALONG OLD
 JU2189'ROUTE 9, THENCE 0.45 MILE EAST ALONG DUTCH NECK ROAD TO THE MARK ON
 JU2189'THE RIGHT, B.M. 1910 B 1979 IS A STANDARD NOS DISK STAMPED 1910 B
 JU2189'1979, CRIMPED ON TOP OF 32-FOOT STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 JU2189'SURROUNDED BY 4-INCH P.V.C. PIPE WITH CONCRETE KICK PAD, THE MARK IS
 JU2189'21 FEET SOUTH OF CENTER OF ROAD LEADING ALONG SOUTH SIDE OF CANAL,
 JU2189'39.6 FEET SOUTH AND IN LINE WITH POLE 75 WITH LIGHT, 424 FEET
 JU2189'WEST-SOUTHWEST OF SOUTHWEST CORNER OF PIER AND ABOUT 6 INCHES ABOVE
 JU2189'GROUND.
 JU2189'THE MARK IS 1 FT  N FROM A WITNESS POST.
 JU2189'THE MARK IS ABOVE LEVEL WITH ROAD.
 JU2189
 JU2189                          STATION RECOVERY (1995)
 JU2189
 JU2189'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU2189'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE DISK HAS BEEN
 JU2189'VANDALIZED AT SOME TIME IN THE PAST AND NOW APPEARS SLIGHTLY BENT. THE
 JU2189'CONCRETE COLLAR AND PLASTIC PIPE HAVE BEEN DISTURBED AND DISPLACED
 JU2189'ABOUT 0.03 M (0.10 FT) WITH THE TOP OF THE PLASTIC PIPE BROKEN OFF TO
 JU2189'ALLOW THE ROD TO SEEK VERTICAL ALIGNMENT.
 JU2189
 JU2189                          STATION RECOVERY (1995)
 JU2189
 JU2189'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 JU2189'THE BENCH MARK IS SET ALONG THE SOUTH SIDE OF THE EAST-WEST DIRT ROAD
 JU2189'LOCATED ON THE SOUTH SIDE OF THE CHESAPEAKE AND DELAWARE CANAL AND TO
 JU2189'THE EAST OF THE REEDY POINT BRIDGE.
 JU2189'
 JU2189'129.2 M (423.9 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 JU2189'FISHING PIER, 12.1 M (39.7 FT) SOUTH OF A UTILITY POLE WITH A LIGHT
 JU2189'ATTACHED AND 6.4 M (21.0 FT) SOUTH OF THE CENTERLINE OF THE ROAD.  THE
 JU2189'BENCH MARK IS SET 0.2 M (0.7 FT) BELOW GRADE, CRIMPED TO A STAINLESS
 JU2189'STEEL ROD DRIVEN 9.8 M (32.2 FT) TO REFUSAL AND ENCASED IN A PVC PIPE
 JU2189'AND CONCRETE KICK BLOCK.
 JU2189
 JU2189                          STATION RECOVERY (2000)
 JU2189
 JU2189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 JU2189'THE STATION IS LOCATED ABOUT 5.47 KM (3.40 MI) SOUTHEAST OF DELAWARE
 JU2189'CITY, ON THE SOUTH SIDE OF THE CHESAPEAKE AND DELAWARE CANAL, ON THE
 JU2189'SOUTH SIDE OF DUTCH NECK ROAD.  NOTE--THE 1995 RECOVERY NOTE STATES
 JU2189'THE STATION HAD BEEN VANDALIZED, THE DAMAGE HAS BEEN REPAIRED AND IS
 JU2189'NOW IN GOOD CONDITION, IT IS NOW ENCASED IN A 13 CM PVC PIPE WITH AN
 JU2189'NOS LOGO CAP SURROUNDED BY A MASS OF CONCRETE.  OWNERSHIP--DELAWARE
 JU2189'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 JU2189'OF STATE HIGHWAY 9 AND CLINTON STREET, LOCATED 0.08 KM (0.05 MI) WEST
 JU2189'OF THE DELAWARE CITY LIBRARY, GO SOUTH ON HIGHWAY 9 FOR 3.54 KM (2.20
 JU2189'MI) CROSSING THE CHESAPEAKE AND DELAWARE CANAL TO THE JUNCTION OF
 JU2189'REEDY CREEK ROAD ON THE RIGHT, TURN A SHARP RIGHT AND GO NORTH ON
 JU2189'REEDY CREEK ROAD FOR 1.37 KM (0.85 MI) TO THE T-JUNCTION OF DUTCH NECK
 JU2189'CREEK ROAD, TURN RIGHT, EAST ON DUTCH NECK CREEK ROAD PASSING UNDER
 JU2189'THE OVERPASS BRIDGE FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT
 JU2189'SOUTH AND ACROSS THE ROAD FROM A POWER POLE AND 0.16 KM (0.10 MI) WEST
 JU2189'OF A PIER AND AN NOS TIDE HOUSE BUILDING.  THE STATION IS AN NOS TIDAL
 JU2189'DISK CRIMPED TO THE TOP OF A STAINLESS STEEL ROD, ENCASED IN A 13 CM
 JU2189'PVC PIPE SURROUNDED BY A MASS OF CONCRETE ABOUT FLUSH WITH THE GROUND
 JU2189'AND ABOUT 0.3 M (1.0 FT) ABOVE THE ROAD. LOCATED 12.04 M (39.50 FT)
 JU2189'SOUTH AND ACROSS THE ROAD FROM A POWER POLE (NUMBER 75) WITH A LIGHT
 JU2189'ATTACHED, 6.40 M (21.00 FT) SOUTH OF THE CENTER OF THE ROAD AND 0.46 M
 JU2189'(1.51 FT) NORTH OF A FIBERGLASS WITNESS POST.
 JU2189
 JU2189                          STATION RECOVERY (2001)
 JU2189
 JU2189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMW)
 JU2189'0.8 KM SOUTHWESTERLY ALONG CLINTON STREET FROM THE POST OFFICE IN
 JU2189'DELAWARE CITY, THENCE 3.5 KM SOUTHERLY ALONG STATE HIGHWAY 9, THENCE
 JU2189'1.3 KM NORTHERLY ALONG REEDY POINT ROAD, THENCE 0.9 KM EASTERLY ALONG
 JU2189'A GRAVELED ROAD ALONG THE SOUTH SIDE OF THE CHESAPEAKE AND DELAWARE
 JU2189'CANAL, 10.4 M SOUTH OF UTILITY LIGHT POLE NUMBER 075, 6.0 M SOUTH OF
 JU2189'THE ROAD CENTER, 0.3 M BELOW THE LEVEL OF THE ROAD, AND 0.3 M NORTH OF
 JU2189'A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 JU2189'LOGO CAP.  THE MARK IS ON PROPERTY OWNED BY THE DELAWARE DEPARTMENT OF
 JU2189'TRANSPORTATION.
 JU2189
 JU2189                          STATION RECOVERY (2003)
 JU2189
 JU2189'RECOVERY NOTE BY US POWER SQUADRON 2003 (DG)
 JU2189'RECOVERED IN GOOD CONDITION.
 JU2189
 JU2189                          STATION RECOVERY (2005)
 JU2189
 JU2189'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU2189'RECOVERED IN GOOD CONDITION.
 JU2189
 JU2189                          STATION RECOVERY (2013)
 JU2189
 JU2189'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU2189'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2188 ***********************************************************************
 JU2188  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2188  DESIGNATION -  855 1910 C
 JU2188  PID         -  JU2188
 JU2188  STATE/COUNTY-  DE/NEW CASTLE
 JU2188  COUNTRY     -  US
 JU2188  USGS QUAD   -  DELAWARE CITY (2016)
 JU2188
 JU2188                         *CURRENT SURVEY CONTROL
 JU2188  ______________________________________________________________________
 JU2188* NAD 83(1986) POSITION- 39 33 27.7    (N) 075 34 37.5    (W)   HD_HELD2
 JU2188* NAVD 88 ORTHO HEIGHT -     2.244 (meters)        7.36  (feet) ADJUSTED
 JU2188  ______________________________________________________________________
 JU2188  GEOID HEIGHT    -        -33.420 (meters)                     GEOID18
 JU2188  DYNAMIC HEIGHT  -          2.243 (meters)        7.36  (feet) COMP
 JU2188  MODELED GRAVITY -    980,127.3   (mgal)                       NAVD 88
 JU2188
 JU2188  VERT ORDER      -  FIRST     CLASS II
 JU2188
 JU2188.The horizontal coordinates were established by autonomous hand held GPS
 JU2188.observations and have an estimated accuracy of +/- 10 meters.
 JU2188
 JU2188.The orthometric height was determined by differential leveling and
 JU2188.adjusted by the NATIONAL GEODETIC SURVEY
 JU2188.in June 1991.
 JU2188
 JU2188.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2188.GEOID18 height accuracy estimate available here.
 JU2188
 JU2188.This Tidal Bench Mark is designated as VM 381
 JU2188.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2188
 JU2188.Click photographs - Photos may exist for this station.
 JU2188
 JU2188.The dynamic height is computed by dividing the NAVD 88
 JU2188.geopotential number by the normal gravity value computed on the
 JU2188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2188.degrees latitude (g = 980.6199 gals.).
 JU2188
 JU2188.The modeled gravity was interpolated from observed gravity values.
 JU2188
 JU2188;                    North         East    Units  Estimated Accuracy
 JU2188;SPC DE       -   172,933.      186,213.      MT  (+/- 10 meters HH2 GPS)
 JU2188
 JU2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5042378826(NAD 83)
 JU2188
 JU2188                          SUPERSEDED SURVEY CONTROL
 JU2188
 JU2188.No superseded survey control is available for this station.
 JU2188
 JU2188_MARKER: DJ = TIDAL STATION DISK
 JU2188_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2188_STAMPING: 1910 C 1979
 JU2188_MARK LOGO: NOS
 JU2188_PROJECTION: PROJECTING 20 CENTIMETERS
 JU2188_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2188+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU2188_ROD/PIPE-DEPTH: 9.14 meters
 JU2188
 JU2188  HISTORY     - Date     Condition        Report By
 JU2188  HISTORY     - 1979     MONUMENTED       NOS
 JU2188  HISTORY     - 1979     GOOD             NGS
 JU2188  HISTORY     - 19950328 POOR             NJGS
 JU2188  HISTORY     - 19950921 GOOD             NOS
 JU2188  HISTORY     - 20010919 GOOD             NGS
 JU2188  HISTORY     - 20030309 GOOD             USPSQD
 JU2188  HISTORY     - 20050615 GOOD             GEOCAC
 JU2188  HISTORY     - 20130711 GOOD             DELCOS
 JU2188
 JU2188                          STATION DESCRIPTION
 JU2188
 JU2188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2188'2.1 MI SE FROM DELAWARE CITY.
 JU2188'2.1 MILES SOUTHEAST ALONG STATE ROUTE 9 FROM THE INTERSECTION OF
 JU2188'CLINTON STREET IN DELAWARE CITY, THENCE 0.8 MILE NORTH ALONG OLD
 JU2188'ROUTE 9, THENCE 0.3 MILE EAST ALONG DUTCH NECK ROAD TO THE MARK ON
 JU2188'THE RIGHT, B.M. 1910 C 1979 IS A STANDARD NOS DISK STAMPED 1910 C
 JU2188'1979 CRIMPED ON TOP OF 30 FOOT DEEP DRIVEN STAINLESS STEEL ROD
 JU2188'SURROUNDED BY 4 INCHES P.V.C. PIPE AND CONCRETE KICK PAD. THE MARK
 JU2188'IS 0.2 MILES WEST OF PIER, 22.0 FEET SOUTH OF CENTER OF DIRT ROAD
 JU2188'ALONG SOUTH SIDE OF CANAL, 45.0 FEET SOUTH AND IN LINE WITH POWER
 JU2188'POLE 85 WITH LIGHT, ABOUT 10 FEET SOUTH OF EDGE OF ROAD AND 6 INCHES
 JU2188'ABOVE GROUND.
 JU2188'THE MARK IS 1 FT  N FROM A WITNESS POST.
 JU2188'THE MARK IS ABOVE LEVEL WITH ROAD.
 JU2188
 JU2188                          STATION RECOVERY (1995)
 JU2188
 JU2188'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU2188'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE DITCH THAT THE
 JU2188'STATION IS SET NEAR HAS BEEN WIDENED SINCE THE LAST RECOVERY.  THE
 JU2188'DISK AND THE ROD WERE FOUND FIRMLY WEDGED AGAINST THE INSIDE OF THE
 JU2188'PLASTIC PIPE.
 JU2188
 JU2188                          STATION RECOVERY (1995)
 JU2188
 JU2188'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 JU2188'THE BENCH MARK IS SET ALONG THE SOUTH SIDE OF THE EAST-WEST DIRT ROAD
 JU2188'ON THE SOUTH SIDE OF THE CHESAPEAKE AND DELAWARE CANAL TO THE EAST OF
 JU2188'THE REEDY POINT BRIDGE, 0.3 KM (0.2 MI) OF A FISHING PIER.
 JU2188'
 JU2188'13.7 M (44.9 FT) SOUTH OF UTILITY POLE NO 85 WITH A LIGHT ATTACHED AND
 JU2188'6.7 M (22.0 FT) SOUTH OF THE CENTERLINE OF THE DIRT ROAD.  THE BENCH
 JU2188'MARK IS SET 0.2 M (0.7 FT) ABOVE GRADE, CRIMPED TO A STAINLESS STEEL
 JU2188'ROD DRIVEN 9.1 M (29.9 FT) AND ENCASED IN A PVC PIPE AND CONCRETE
 JU2188'KICKBLOCK.
 JU2188
 JU2188                          STATION RECOVERY (2001)
 JU2188
 JU2188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMW)
 JU2188'0.8 KM SOUTHWESTERLY ALONG CLINTON STREET FROM THE POST OFFICE IN
 JU2188'DELAWARE CITY, THENCE 3.5 KM SOUTHERLY ALONG STATE HIGHWAY 9, THENCE
 JU2188'1.3 KM NORTHERLY ALONG REEDY POINT ROAD, THENCE 0.5 KM EASTERLY ALONG
 JU2188'A GRAVELED ROAD ALONG THE SOUTH SIDE OF THE CHESAPEAKE AND DELAWARE
 JU2188'CANAL, 21.0 M SOUTH OF UTILITY LIGHT POLE NUMBER 085, 6.9 M SOUTH OF
 JU2188'THE ROAD CENTER, 0.5 M NORTH OF A WITNESS POST, AND 0.4 M BELOW THE
 JU2188'LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 JU2188'5-INCH LOGO CAP.  THE MARK IS ON PROPERTY OWNED BY THE DELAWARE
 JU2188'DEPARTMENT OF TRANSPORTATION.
 JU2188
 JU2188                          STATION RECOVERY (2003)
 JU2188
 JU2188'RECOVERY NOTE BY US POWER SQUADRON 2003 (RG)
 JU2188'RECOVERED IN GOOD CONDITION.
 JU2188
 JU2188                          STATION RECOVERY (2005)
 JU2188
 JU2188'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU2188'RECOVERED IN GOOD CONDITION.
 JU2188
 JU2188                          STATION RECOVERY (2013)
 JU2188
 JU2188'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU2188'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AJ6314 ***********************************************************************
 AJ6314  TIDAL BM    -  This is a Tidal Bench Mark.
 AJ6314  DESIGNATION -  855 1910 G
 AJ6314  PID         -  AJ6314
 AJ6314  STATE/COUNTY-  DE/NEW CASTLE
 AJ6314  COUNTRY     -  US
 AJ6314  USGS QUAD   -  DELAWARE CITY (2016)
 AJ6314
 AJ6314                         *CURRENT SURVEY CONTROL
 AJ6314  ______________________________________________________________________
 AJ6314* NAD 83(1986) POSITION- 39 33 30.39   (N) 075 34 19.70   (W)   HD_HELD1
 AJ6314* NAVD 88 ORTHO HEIGHT -     1.488 (meters)        4.88  (feet) ADJUSTED
 AJ6314  ______________________________________________________________________
 AJ6314  GEOID HEIGHT    -        -33.426 (meters)                     GEOID18
 AJ6314  DYNAMIC HEIGHT  -          1.487 (meters)        4.88  (feet) COMP
 AJ6314  MODELED GRAVITY -    980,127.2   (mgal)                       NAVD 88
 AJ6314
 AJ6314  VERT ORDER      -  FIRST     CLASS II
 AJ6314
 AJ6314.The horizontal coordinates were determined by differentially corrected
 AJ6314.hand held GPS observations or other comparable positioning techniques
 AJ6314.and have an estimated accuracy of +/- 3 meters.
 AJ6314
 AJ6314.The orthometric height was determined by differential leveling and
 AJ6314.adjusted by the NATIONAL GEODETIC SURVEY
 AJ6314.in July 2002.
 AJ6314
 AJ6314.No vertical observational check was made to the station.
 AJ6314
 AJ6314.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ6314.GEOID18 height accuracy estimate available here.
 AJ6314
 AJ6314.This Tidal Bench Mark is designated as VM 382
 AJ6314.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AJ6314
 AJ6314.Click photographs - Photos may exist for this station.
 AJ6314
 AJ6314.The dynamic height is computed by dividing the NAVD 88
 AJ6314.geopotential number by the normal gravity value computed on the
 AJ6314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6314.degrees latitude (g = 980.6199 gals.).
 AJ6314
 AJ6314.The modeled gravity was interpolated from observed gravity values.
 AJ6314
 AJ6314;                    North         East    Units  Estimated Accuracy
 AJ6314;SPC DE       -   173,015.3     186,638.6     MT  (+/- 3 meters HH1 GPS) 
 AJ6314
 AJ6314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5084978906(NAD 83)
 AJ6314
 AJ6314                          SUPERSEDED SURVEY CONTROL
 AJ6314
 AJ6314.No superseded survey control is available for this station.
 AJ6314
 AJ6314_MARKER: DJ = TIDAL STATION DISK
 AJ6314_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ6314_STAMPING: 1910 G 1982
 AJ6314_MARK LOGO: NOS
 AJ6314_PROJECTION: RECESSED 30 CENTIMETERS
 AJ6314_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ6314+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 AJ6314
 AJ6314  HISTORY     - Date     Condition        Report By
 AJ6314  HISTORY     - 1982     MONUMENTED       NOS
 AJ6314  HISTORY     - 19950921 GOOD             NOS
 AJ6314  HISTORY     - 20010919 GOOD             NGS
 AJ6314  HISTORY     - 20130711 GOOD             DELCOS
 AJ6314
 AJ6314                          STATION DESCRIPTION
 AJ6314
 AJ6314'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (KLD)
 AJ6314'THE BENCH MARK IS SET ALONG THE SOUTH SIDE OF THE DIRT ROAD ON THE
 AJ6314'SOUTH SIDE OF THE CHESAPEAKE AND DELAWARE CANAL TO THE EAST OF THE
 AJ6314'REEDY POINT BRIDGE AND ON THE EXTENDED CENTERLINE OF THE FISHING PIER.
 AJ6314'26.1 M (85.6 FT) SOUTHWEST OF A UTILITY POLE WITH LIGHT ATTACHED ON
 AJ6314'THE EAST SIDE OF THE PIER, 15.2 M (49.9 FT) SOUTH OF THE SOUTHWEST END
 AJ6314'OF THE PIER, 15.2 M (49.9 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST END OF
 AJ6314'THE PIER, 7.0 M (23.0 FT) SOUTH OF THE CENTERLINE OF THE ROAD AND 1.0
 AJ6314'M (3.3 FT) NORTH OF A STEEL WITNESS POST.  THE BENCH MARK IS SET 0.8 M
 AJ6314'(2.6 FT) BELOW GRADE, CRIMPED TO A STAINLESS STEEL ROD DRIVEN AN
 AJ6314'UNSPECIFIED DEPTH TO REFUSAL AND ENCASED IN PVC.
 AJ6314
 AJ6314                          STATION RECOVERY (2001)
 AJ6314
 AJ6314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMW)
 AJ6314'0.8 KM SOUTHWESTERLY ALONG CLINTON STREET FROM THE POST OFFICE IN
 AJ6314'DELAWARE CITY, THENCE 3.5 KM SOUTHERLY ALONG STATE HIGHWAY 9,
 AJ6314'THENCE 1.3 KM NORTHERLY ALONG REEDY POINT ROAD, THENCE 1.0 KM
 AJ6314'EASTERLY ALONG A GRAVELED ROAD ON THE SOUTH BANK OF THE CHESAPEAKE
 AJ6314'AND DELAWARE CANAL, 15.0 M SOUTH OF THE SOUTHWEST POST OF A PIER
 AJ6314'FOR A TIDE STATION, 8.0 M SOUTH OF AND LEVEL WITH THE ROAD CENTER,
 AJ6314'2.0 M SOUTHWEST OF THE NORTHWEST CORNER OF A CHAIN-LINK FENCE
 AJ6314'ENCLOSING THE TIDE STATION, 1.2 M WEST OF THE FENCE, AND 0.5 M
 AJ6314'NORTH OF A WITNESS POST.  NOTE--THE ROD WAS DRIVEN TO REFUSAL AND
 AJ6314'ANCHORED, BUT THE DEPTH IS UNKNOWN.  THE MARK IS ON PROPERTY OWNED
 AJ6314'BY THE DELAWARE DEPARTMENT OF TRANSPORTATION.
 AJ6314
 AJ6314                          STATION RECOVERY (2013)
 AJ6314
 AJ6314'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 AJ6314'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AJ6315 ***********************************************************************
 AJ6315  TIDAL BM    -  This is a Tidal Bench Mark.
 AJ6315  DESIGNATION -  855 1910 J TIDAL
 AJ6315  PID         -  AJ6315
 AJ6315  STATE/COUNTY-  DE/NEW CASTLE
 AJ6315  COUNTRY     -  US
 AJ6315  USGS QUAD   -  DELAWARE CITY (2016)
 AJ6315
 AJ6315                         *CURRENT SURVEY CONTROL
 AJ6315  ______________________________________________________________________
 AJ6315* NAD 83(1986) POSITION- 39 33 08.04   (N) 075 34 51.69   (W)   HD_HELD1
 AJ6315* NAVD 88 ORTHO HEIGHT -     1.561 (meters)        5.12  (feet) ADJUSTED
 AJ6315  ______________________________________________________________________
 AJ6315  GEOID HEIGHT    -        -33.431 (meters)                     GEOID18
 AJ6315  DYNAMIC HEIGHT  -          1.560 (meters)        5.12  (feet) COMP
 AJ6315  MODELED GRAVITY -    980,126.5   (mgal)                       NAVD 88
 AJ6315
 AJ6315  VERT ORDER      -  FIRST     CLASS II
 AJ6315
 AJ6315.The horizontal coordinates were determined by differentially corrected
 AJ6315.hand held GPS observations or other comparable positioning techniques
 AJ6315.and have an estimated accuracy of +/- 3 meters.
 AJ6315
 AJ6315.The orthometric height was determined by differential leveling and
 AJ6315.adjusted by the NATIONAL GEODETIC SURVEY
 AJ6315.in July 2002.
 AJ6315
 AJ6315.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ6315.GEOID18 height accuracy estimate available here.
 AJ6315
 AJ6315.This Tidal Bench Mark is designated as VM 13759
 AJ6315.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AJ6315
 AJ6315.Click photographs - Photos may exist for this station.
 AJ6315
 AJ6315.The dynamic height is computed by dividing the NAVD 88
 AJ6315.geopotential number by the normal gravity value computed on the
 AJ6315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6315.degrees latitude (g = 980.6199 gals.).
 AJ6315
 AJ6315.The modeled gravity was interpolated from observed gravity values.
 AJ6315
 AJ6315;                    North         East    Units  Estimated Accuracy
 AJ6315;SPC DE       -   172,327.4     185,873.6     MT  (+/- 3 meters HH1 GPS) 
 AJ6315
 AJ6315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5008178222(NAD 83)
 AJ6315
 AJ6315                          SUPERSEDED SURVEY CONTROL
 AJ6315
 AJ6315.No superseded survey control is available for this station.
 AJ6315
 AJ6315_MARKER: F = FLANGE-ENCASED ROD
 AJ6315_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ6315_STAMPING: 1910 J 1997
 AJ6315_MARK LOGO: NGS
 AJ6315_PROJECTION: FLUSH
 AJ6315_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ6315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6315+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 AJ6315
 AJ6315  HISTORY     - Date     Condition        Report By
 AJ6315  HISTORY     - 1997     MONUMENTED       NOS
 AJ6315  HISTORY     - 20010919 GOOD             NGS
 AJ6315  HISTORY     - 20030309 GOOD             USPSQD
 AJ6315  HISTORY     - 20130711 GOOD             DELCOS
 AJ6315
 AJ6315                          STATION DESCRIPTION
 AJ6315
 AJ6315'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (JMW)
 AJ6315'0.8 KM SOUTHWESTERLY ALONG CLINTON STREET FROM THE POST OFFICE IN
 AJ6315'DELAWARE CITY, THENCE 3.5 KM SOUTHERLY ALONG STATE HIGHWAY 9, THENCE
 AJ6315'0.8 KM NORTHERLY ALONG REEDY POINT ROAD, 35.4 M SOUTH OF THE CENTER
 AJ6315'OF A PAVED DRIVEWAY, 8.3 M WEST OF THE HIGHWAY CENTER, 6.2 M
 AJ6315'SOUTHEAST OF UTILITY POLE NUMBER 47654 36353, 0.5 M EAST OF A WITNESS
 AJ6315'POST, AND 0.4 M ABOVE THE LEVEL OF THE ROAD.  NOTE--THE ROD WAS DRIVEN
 AJ6315'TO REFUSAL AND ANCHORED, BUT THE ROD DEPTH IS UNKNOWN.  THE MARK IS ON
 AJ6315'THE ROAD RIGHT-OF-WAY.
 AJ6315
 AJ6315                          STATION RECOVERY (2003)
 AJ6315
 AJ6315'RECOVERY NOTE BY US POWER SQUADRON 2003 (RG)
 AJ6315'RECOVERED IN GOOD CONDITION.
 AJ6315
 AJ6315                          STATION RECOVERY (2013)
 AJ6315
 AJ6315'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 AJ6315'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AJ6316 ***********************************************************************
 AJ6316  FBN         -  This is a Federal Base Network Control Station.
 AJ6316  TIDAL BM    -  This is a Tidal Bench Mark.
 AJ6316  DESIGNATION -  855 1910 K TIDAL
 AJ6316  PID         -  AJ6316
 AJ6316  STATE/COUNTY-  DE/NEW CASTLE
 AJ6316  COUNTRY     -  US
 AJ6316  USGS QUAD   -  DELAWARE CITY (2016)
 AJ6316
 AJ6316                         *CURRENT SURVEY CONTROL
 AJ6316  ______________________________________________________________________
 AJ6316* NAD 83(2011) POSITION- 39 32 42.93076(N) 075 34 47.90117(W)   ADJUSTED
 AJ6316* NAD 83(2011) ELLIP HT-   -31.822 (meters)        (06/27/12)   ADJUSTED
 AJ6316* NAD 83(2011) EPOCH   -  2010.00
 AJ6316* NAVD 88 ORTHO HEIGHT -     1.628 (meters)        5.34  (feet) ADJUSTED
 AJ6316  ______________________________________________________________________
 AJ6316  GEOID HEIGHT    -        -33.453 (meters)                     GEOID18
 AJ6316  NAD 83(2011) X  -  1,226,460.966 (meters)                     COMP
 AJ6316  NAD 83(2011) Y  - -4,769,827.796 (meters)                     COMP
 AJ6316  NAD 83(2011) Z  -  4,039,159.295 (meters)                     COMP
 AJ6316  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 AJ6316  DYNAMIC HEIGHT  -          1.628 (meters)        5.34  (feet) COMP
 AJ6316  MODELED GRAVITY -    980,124.6   (mgal)                       NAVD 88
 AJ6316
 AJ6316  VERT ORDER      -  FIRST     CLASS II
 AJ6316
 AJ6316  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ6316  Standards:
 AJ6316         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ6316            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ6316  -------------------------------------------------------------------
 AJ6316  NETWORK    0.16   0.27           0.07   0.06   0.14     -0.00023649
 AJ6316  -------------------------------------------------------------------
 AJ6316  Click here for local accuracies and other accuracy information.
 AJ6316
 AJ6316.This is a reference station for the REEDY POINT 1
 AJ6316.National Continuously Operating Reference Station (RED1).
 AJ6316
 AJ6316.The horizontal coordinates were established by GPS observations
 AJ6316.and adjusted by the National Geodetic Survey in June 2012.
 AJ6316
 AJ6316.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ6316.been affixed to the stable North American tectonic plate. See 
 AJ6316.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ6316
 AJ6316.The horizontal coordinates are valid at the epoch date displayed above
 AJ6316.which is a decimal equivalence of Year/Month/Day.
 AJ6316
 AJ6316.The orthometric height was determined by differential leveling and
 AJ6316.adjusted by the NATIONAL GEODETIC SURVEY
 AJ6316.in July 2002.
 AJ6316
 AJ6316.No vertical observational check was made to the station.
 AJ6316
 AJ6316.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ6316.GEOID18 height accuracy estimate available here.
 AJ6316
 AJ6316.This Tidal Bench Mark is designated as VM 13760
 AJ6316.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AJ6316
 AJ6316.Click photographs - Photos may exist for this station.
 AJ6316
 AJ6316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6316
 AJ6316.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ6316
 AJ6316.The ellipsoidal height was determined by GPS observations
 AJ6316.and is referenced to NAD 83.
 AJ6316
 AJ6316.The dynamic height is computed by dividing the NAVD 88
 AJ6316.geopotential number by the normal gravity value computed on the
 AJ6316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6316.degrees latitude (g = 980.6199 gals.).
 AJ6316
 AJ6316.The modeled gravity was interpolated from observed gravity values.
 AJ6316
 AJ6316. The following values were computed from the NAD 83(2011) position.
 AJ6316
 AJ6316;                    North         East     Units Scale Factor Converg.
 AJ6316;SPC DE       -   171,552.825   185,962.684   MT  0.99999742   -0 06 14.3
 AJ6316;SPC DE       -   562,836.23    610,112.57   sFT  0.99999742   -0 06 14.3
 AJ6316;UTM  18      - 4,377,447.936   450,166.725   MT  0.99963057   -0 22 09.4
 AJ6316
 AJ6316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6316!SPC DE       -   1.00000499  x   0.99999742  =   1.00000241
 AJ6316!UTM  18      -   1.00000499  x   0.99963057  =   0.99963556
 AJ6316
 AJ6316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5016677447(NAD 83)
 AJ6316
 AJ6316                          SUPERSEDED SURVEY CONTROL
 AJ6316
 AJ6316  NAD 83(2007)-  39 32 42.93107(N)    075 34 47.90192(W) AD(2002.00) 0
 AJ6316  ELLIP H (02/10/07)  -31.809  (m)                       GP(2002.00)    
 AJ6316  NAD 83(1991)-  39 32 42.93147(N)    075 34 47.90220(W) AD(       ) A
 AJ6316  ELLIP H (02/12/02)  -31.798  (m)                       GP(       ) 4 1
 AJ6316  NAVD 88               1.63   (m)            5.3    (f) LEVELING    3  
 AJ6316
 AJ6316.Superseded values are not recommended for survey control.
 AJ6316
 AJ6316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6316.See file dsdata.pdf to determine how the superseded data were derived.
 AJ6316
 AJ6316_MARKER: DJ = TIDAL STATION DISK
 AJ6316_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ6316_STAMPING: 1910 K 1997
 AJ6316_MARK LOGO: NOS
 AJ6316_PROJECTION: FLUSH
 AJ6316_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6316+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 AJ6316
 AJ6316  HISTORY     - Date     Condition        Report By
 AJ6316  HISTORY     - 1997     MONUMENTED       NOS
 AJ6316  HISTORY     - 20000110 GOOD             NGS
 AJ6316  HISTORY     - 20010919 GOOD             NGS
 AJ6316  HISTORY     - 20030309 GOOD             USPSQD
 AJ6316  HISTORY     - 20051007 GOOD             JMTMD
 AJ6316  HISTORY     - 20130711 GOOD             DELCOS
 AJ6316
 AJ6316                          STATION DESCRIPTION
 AJ6316
 AJ6316'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 AJ6316'RECOVERED BY NATIONAL GEODETIC SURVEY, NEW DESCRIPTION FOLLOWS.  THE
 AJ6316'STATION IS LOCATED ABOUT 3.54 KM (2.20 MI) SOUTH OF DELAWARE CITY NEAR
 AJ6316'THE JUNCTION OF STATE HIGHWAY 9 AND SOUTH REEDY CREEK ROAD.
 AJ6316'OWNERSHIP--DELAWARE DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 AJ6316'STATION FROM THE JUNCTION OF CLINTON STREET AND STATE HIGHWAY 9
 AJ6316'LOCATED 0.08 KM (0.05 MI) WEST OF THE DELAWARE CITY LIBRARY IN
 AJ6316'DELAWARE CITY.  GO SOUTH ON HIGHWAY 9 FOR 3.54 KM (2.20 MI) CROSSING
 AJ6316'THE CHESAPEAKE AND DELAWARE CANAL TO THE JUNCTION OF SOUTH REEDY CREEK
 AJ6316'ROAD ON THE RIGHT, TURN A SHARP RIGHT, NORTH ON SOUTH REEDY CREEK ROAD
 AJ6316'FOR ABOUT 15.24 M (50.00 FT) TO THE STATION ON THE RIGHT JUST NORTH OF
 AJ6316'A ROAD SIGN (WEIGHT LIMIT 7 TONS-ADOPT A HIGHWAY GAMMA SIGMA SIGMA) .
 AJ6316'THE STATION IS AN NOS TIDAL STATION MARK, A PUNCH MARK ON TOP OF A
 AJ6316'STAINLESS STEEL ROD ENCASED IN A 13 CM PVC PIPE SURROUNDED BY CONCRETE
 AJ6316'WITH A LOGO CAP ABOUT FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 AJ6316'ROAD.  LOCATED 19.27 M (63.22 FT) NORTHEAST AND ACROSS THE ROAD FROM A
 AJ6316'POWER POLE, NUMBER 36091 WITH A GUY WIRE, 5.12 M (16.80 FT) NORTH OF
 AJ6316'THE METAL POST OF A ROAD SIGN (WEIGHT LIMIT 7 TONS- APOPT A HIGHWAY
 AJ6316'GAMMA SIGMA SIGMA) , 7.32 M (24.02 FT) EAST OF THE CENTER OF THE ROAD
 AJ6316'AND 0.3 M (1.0 FT) WEST OF A FIBERGLASS WITNESS POST.
 AJ6316
 AJ6316                          STATION RECOVERY (2001)
 AJ6316
 AJ6316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMW)
 AJ6316'0.8 KM SOUTHWESTERLY ALONG CLINTON STREET FROM THE POST OFFICE IN
 AJ6316'DELAWARE CITY, THENCE 3.5 KM SOUTHERLY ALONG STATE HIGHWAY 9, 18.4 M
 AJ6316'WEST OF THE CENTER OF THE HIGHWAY, 17.7 M NORTH OF A CONCRETE CURB,
 AJ6316'7.3 M EAST OF THE CENTER OF REEDY POINT ROAD, 5.3 M NORTH OF A SIGN
 AJ6316'(WEIGHT LIMIT 7 TONS), 0.4 M BELOW THE LEVEL OF THE ROAD, AND 0.3 M
 AJ6316'WEST OF A WITNESS POST.  NOTE--THE ROD WAS DRIVEN TO REFUSAL AND
 AJ6316'ANCHORED, BUT THE ROD DEPTH IS UNKNOWN.  THE MARK IS ON THE ROAD
 AJ6316'RIGHT-OF-WAY.
 AJ6316
 AJ6316                          STATION RECOVERY (2003)
 AJ6316
 AJ6316'RECOVERY NOTE BY US POWER SQUADRON 2003 (DG)
 AJ6316'RECOVERED IN GOOD CONDITION.
 AJ6316
 AJ6316                          STATION RECOVERY (2005)
 AJ6316
 AJ6316'RECOVERY NOTE BY JMT ENGINEERING 2005 (BRH)
 AJ6316'RECOVERED AS DESCRIBED.
 AJ6316
 AJ6316                          STATION RECOVERY (2013)
 AJ6316
 AJ6316'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 AJ6316'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2186 ***********************************************************************
 JU2186  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2186  DESIGNATION -  855 1910 RP 3
 JU2186  PID         -  JU2186
 JU2186  STATE/COUNTY-  DE/NEW CASTLE
 JU2186  COUNTRY     -  US
 JU2186  USGS QUAD   -  DELAWARE CITY (2016)
 JU2186
 JU2186                         *CURRENT SURVEY CONTROL
 JU2186  ______________________________________________________________________
 JU2186* NAD 83(1986) POSITION- 39 33 21.10   (N) 075 34 55.75   (W)   HD_HELD1
 JU2186* NAVD 88 ORTHO HEIGHT -     0.969 (meters)        3.18  (feet) ADJUSTED
 JU2186  ______________________________________________________________________
 JU2186  GEOID HEIGHT    -        -33.418 (meters)                     GEOID18
 JU2186  DYNAMIC HEIGHT  -          0.969 (meters)        3.18  (feet) COMP
 JU2186  MODELED GRAVITY -    980,127.6   (mgal)                       NAVD 88
 JU2186
 JU2186  VERT ORDER      -  FIRST     CLASS II
 JU2186
 JU2186.The horizontal coordinates were determined by differentially corrected
 JU2186.hand held GPS observations or other comparable positioning techniques
 JU2186.and have an estimated accuracy of +/- 3 meters.
 JU2186
 JU2186.The orthometric height was determined by differential leveling and
 JU2186.adjusted by the NATIONAL GEODETIC SURVEY
 JU2186.in June 1991.
 JU2186
 JU2186.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2186.GEOID18 height accuracy estimate available here.
 JU2186
 JU2186.This Tidal Bench Mark is designated as VM 385
 JU2186.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2186
 JU2186.Click photographs - Photos may exist for this station.
 JU2186
 JU2186.The dynamic height is computed by dividing the NAVD 88
 JU2186.geopotential number by the normal gravity value computed on the
 JU2186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2186.degrees latitude (g = 980.6199 gals.).
 JU2186
 JU2186.The modeled gravity was interpolated from observed gravity values.
 JU2186
 JU2186;                    North         East    Units  Estimated Accuracy
 JU2186;SPC DE       -   172,730.3     185,777.4     MT  (+/- 3 meters HH1 GPS) 
 JU2186
 JU2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4998778625(NAD 83)
 JU2186
 JU2186                          SUPERSEDED SURVEY CONTROL
 JU2186
 JU2186.No superseded survey control is available for this station.
 JU2186
 JU2186_MARKER: DD = SURVEY DISK
 JU2186_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU2186_SP_SET: CULVERT WING WALL
 JU2186_STAMPING: RP 3 1975
 JU2186_MARK LOGO: NOS
 JU2186_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2186+STABILITY: SURFACE MOTION
 JU2186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2186+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU2186
 JU2186  HISTORY     - Date     Condition        Report By
 JU2186  HISTORY     - 1975     MONUMENTED       NOS
 JU2186  HISTORY     - 1979     GOOD             NGS
 JU2186  HISTORY     - 19950328 GOOD             NJGS
 JU2186  HISTORY     - 19950921 GOOD             NOS
 JU2186  HISTORY     - 20010919 GOOD             NGS
 JU2186  HISTORY     - 20030309 GOOD             USPSQD
 JU2186  HISTORY     - 20050615 GOOD             GEOCAC
 JU2186  HISTORY     - 20130711 GOOD             DELCOS
 JU2186
 JU2186                          STATION DESCRIPTION
 JU2186
 JU2186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2186'2.1 MI SE FROM DELAWARE CITY.
 JU2186'2.1 MILES SOUTHEAST ALONG STATE ROUTE 9 FROM THE INTERSECTION OF
 JU2186'CLINTON STREET IN DELAWARE CITY, THENCE 0.75 MILE NORTH ALONG OLD
 JU2186'ROUTE 9 TO THE MARK ON THE RIGHT, SET ALONG OLD ROUTE 9 ON SOUTH
 JU2186'SIDE OF CHESPAEAKE AND DELAWARE CANAL IN A CULVERT HEADWALL,
 JU2186'483.0 FEET SOUTH OF CANAL, 164.4 FEET WEST OF BRIDGE PIER R38W
 JU2186'AND 18.0 FEET EAST OF CENTER LINE OF OLD ROUTE 9 WHICH PARALLELS
 JU2186'ON WEST SIDE OF BRIDGE OVER CHESAPEAKE AND DELAWARE CANAL.
 JU2186'THE MARK IS 1 FT  W FROM A WITNESS POST.
 JU2186'THE MARK IS 1 FT ABOVE ROAD.
 JU2186
 JU2186                          STATION RECOVERY (1995)
 JU2186
 JU2186'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU2186'RECOVERED AS DESCRIBED.
 JU2186
 JU2186                          STATION RECOVERY (1995)
 JU2186
 JU2186'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (KLD)
 JU2186'THE BENCH MARK IS SET IN A CONCRETE CULVERT HEADWALL LOCATED ALONG THE
 JU2186'EAST SIDE OF A CLAY ROAD THAT PARALLELS ROUTE 9 ON THE SOUTH SIDE OF
 JU2186'THE CHESAPEAKE AND DELAWARE CANAL AND TO THE WEST OF THE REEDY POINT
 JU2186'BRIDGE, 147.2 M (482.9 FT) SOUTH OF THE CANAL, 50.1 M (164.4 FT) WEST
 JU2186'OF BRIDGE PIER NO R38W AND 5.5 M (18.0 FT) EAST OF THE ROAD
 JU2186'CENTERLINE.
 JU2186
 JU2186                          STATION RECOVERY (2001)
 JU2186
 JU2186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMW)
 JU2186'0.8 KM SOUTHWESTERLY ALONG CLINTON STREET FROM THE POST OFFICE IN
 JU2186'DELAWARE CITY, THENCE 3.5 KM SOUTHERLY ALONG STATE HIGHWAY 9, THENCE
 JU2186'1.2 KM NORTHERLY ALONG REEDY POINT ROAD, IN TOP OF AND 1.1 M NORTH
 JU2186'OF THE SOUTH END OF CONCRETE WINGWALL OF A CULVERT UNDER A DRIVEWAY,
 JU2186'49.0 M WEST OF THE WEST EDGE OF THE 1ST HIGHWAY BRIDGE PIER SOUTH OF
 JU2186'THE CHESAPEAKE AND DELAWARE CANAL, 5.7 M EAST OF THE CENTER OF A ROAD
 JU2186'(OLD STATE HIGHWAY 9), 4.4 M SOUTH OF THE CENTER OF THE DRIVEWAY, AND
 JU2186'0.2 M ABOVE THE LEVEL OF THE HIGHWAY.   NOTE--THE MARK IS ON THE ROAD
 JU2186'RIGHT-OF-WAY.
 JU2186
 JU2186                          STATION RECOVERY (2003)
 JU2186
 JU2186'RECOVERY NOTE BY US POWER SQUADRON 2003 (RG)
 JU2186'RECOVERED IN GOOD CONDITION.
 JU2186
 JU2186                          STATION RECOVERY (2005)
 JU2186
 JU2186'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU2186'RECOVERED IN GOOD CONDITION.
 JU2186
 JU2186                          STATION RECOVERY (2013)
 JU2186
 JU2186'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU2186'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1792 ***********************************************************************
 JU1792  TIDAL BM    -  This is a Tidal Bench Mark.
 JU1792  DESIGNATION -  855 1910 TIDAL 3
 JU1792  PID         -  JU1792
 JU1792  STATE/COUNTY-  DE/NEW CASTLE
 JU1792  COUNTRY     -  US
 JU1792  USGS QUAD   -  DELAWARE CITY (2016)
 JU1792
 JU1792                         *CURRENT SURVEY CONTROL
 JU1792  ______________________________________________________________________
 JU1792* NAD 83(1986) POSITION- 39 34 12.4    (N) 075 35 24.9    (W)   HD_HELD2
 JU1792* NAVD 88 ORTHO HEIGHT -     4.575 (meters)       15.01  (feet) ADJUSTED
 JU1792  ______________________________________________________________________
 JU1792  GEOID HEIGHT    -        -33.360 (meters)                     GEOID18
 JU1792  DYNAMIC HEIGHT  -          4.572 (meters)       15.00  (feet) COMP
 JU1792  MODELED GRAVITY -    980,132.4   (mgal)                       NAVD 88
 JU1792
 JU1792  VERT ORDER      -  FIRST     CLASS II
 JU1792
 JU1792.The horizontal coordinates were established by autonomous hand held GPS
 JU1792.observations and have an estimated accuracy of +/- 10 meters.
 JU1792
 JU1792.The orthometric height was determined by differential leveling and
 JU1792.adjusted by the NATIONAL GEODETIC SURVEY
 JU1792.in June 1991.
 JU1792
 JU1792.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1792.GEOID18 height accuracy estimate available here.
 JU1792
 JU1792.This Tidal Bench Mark is designated as VM 2981
 JU1792.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU1792
 JU1792.Click photographs - Photos may exist for this station.
 JU1792
 JU1792.The dynamic height is computed by dividing the NAVD 88
 JU1792.geopotential number by the normal gravity value computed on the
 JU1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1792.degrees latitude (g = 980.6199 gals.).
 JU1792
 JU1792.The modeled gravity was interpolated from observed gravity values.
 JU1792
 JU1792;                    North         East    Units  Estimated Accuracy
 JU1792;SPC DE       -   174,314.      185,085.      MT  (+/- 10 meters HH2 GPS)
 JU1792
 JU1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4930180211(NAD 83)
 JU1792
 JU1792                          SUPERSEDED SURVEY CONTROL
 JU1792
 JU1792  NGVD 29 (01/10/92)    4.816  (m)           15.80   (f) ADJUSTED    1 2
 JU1792  NGVD 29 (??/??/87)    4.816  (m)           15.80   (f) SUPERSEDED  1 2
 JU1792
 JU1792.Superseded values are not recommended for survey control.
 JU1792
 JU1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1792.See file dsdata.pdf to determine how the superseded data were derived.
 JU1792
 JU1792_MARKER: DB = BENCH MARK DISK
 JU1792_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1792_SP_SET: BRIDGE ABUTMENT
 JU1792_STAMPING: NO 3 1956
 JU1792_MARK LOGO: CGS
 JU1792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1792+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1792
 JU1792  HISTORY     - Date     Condition        Report By
 JU1792  HISTORY     - 1956     MONUMENTED       CGS
 JU1792  HISTORY     - 1971     GOOD             NGS
 JU1792  HISTORY     - 1979     GOOD             NGS
 JU1792  HISTORY     - 19910309 GOOD             USPSQD
 JU1792  HISTORY     - 19950328 MARK NOT FOUND   NJGS
 JU1792  HISTORY     - 20130711 GOOD             DELCOS
 JU1792
 JU1792                          STATION DESCRIPTION
 JU1792
 JU1792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JU1792'0.3 MI SE FROM DELAWARE CITY.
 JU1792'ABOUT 0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 9 (FIFTH STREET)
 JU1792'FROM THE INTERSECTION OF CLINTON STREET AT DELAWARE CITY, SET
 JU1792'ON THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 JU1792'ABUTMENT OF THE DRAWBRIDGE OVER THE DELAWARE CITY BRANCH CANAL,
 JU1792'175 FEET NORTHWEST OF THE CENTER LINE OF NEW CASTLE AVENUE
 JU1792'LEADING NORTHEAST, 15 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 JU1792'THE HIGHWAY, 1.4 FEET SOUTHEAST OF THE SOUTHEAST END OF THE
 JU1792'NORTHEAST CONCRETE GUARDRAIL OF THE BRIDGE AND 1 FOOT ABOVE THE
 JU1792'LEVEL OF THE HIGHWAY.
 JU1792
 JU1792                          STATION RECOVERY (1979)
 JU1792
 JU1792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1792'RECOVERED IN GOOD CONDITION.
 JU1792
 JU1792                          STATION RECOVERY (1991)
 JU1792
 JU1792'RECOVERY NOTE BY US POWER SQUADRON 1991 (WAU)
 JU1792'RECOVERED IN GOOD CONDITION.
 JU1792
 JU1792                          STATION RECOVERY (1995)
 JU1792
 JU1792'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU1792'THE STATION WAS SEARCHED FOR AND NOT RECOVERED AFTER A HALF HOUR
 JU1792'SEARCH BY A TWO MAN PARTY.  NEW STEEL BEAM GUIDE RAIL HAS BEEN
 JU1792'RECENTLY CONSTRUCTED IN THE AREA OF THE STATION.
 JU1792
 JU1792                          STATION RECOVERY (2013)
 JU1792
 JU1792'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1792'THE BENCHMARK IS MOSTLY COVERED BY THE GUARDRAIL SUPPORT BRACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2181 ***********************************************************************
 JU2181  DESIGNATION -  855 1910 TIDAL 7
 JU2181  PID         -  JU2181
 JU2181  STATE/COUNTY-  DE/NEW CASTLE
 JU2181  COUNTRY     -  US
 JU2181  USGS QUAD   -  DELAWARE CITY (2016)
 JU2181
 JU2181                         *CURRENT SURVEY CONTROL
 JU2181  ______________________________________________________________________
 JU2181* NAD 83(1986) POSITION- 39 33 33.     (N) 075 34 49.     (W)   SCALED
 JU2181* NAVD 88 ORTHO HEIGHT -     2.408 (meters)        7.90  (feet) ADJUSTED
 JU2181  ______________________________________________________________________
 JU2181  GEOID HEIGHT    -        -33.411 (meters)                     GEOID18
 JU2181  DYNAMIC HEIGHT  -          2.407 (meters)        7.90  (feet) COMP
 JU2181  MODELED GRAVITY -    980,128.3   (mgal)                       NAVD 88
 JU2181
 JU2181  VERT ORDER      -  FIRST     CLASS II
 JU2181
 JU2181.The horizontal coordinates were scaled from a map and have
 JU2181.an estimated accuracy of +/- 6 seconds.
 JU2181
 JU2181.The orthometric height was determined by differential leveling and
 JU2181.adjusted by the NATIONAL GEODETIC SURVEY
 JU2181.in June 1991.
 JU2181
 JU2181.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2181.GEOID18 height accuracy estimate available here.
 JU2181
 JU2181.Click photographs - Photos may exist for this station.
 JU2181
 JU2181.The dynamic height is computed by dividing the NAVD 88
 JU2181.geopotential number by the normal gravity value computed on the
 JU2181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2181.degrees latitude (g = 980.6199 gals.).
 JU2181
 JU2181.The modeled gravity was interpolated from observed gravity values.
 JU2181
 JU2181;                    North         East    Units  Estimated Accuracy
 JU2181;SPC DE       -   173,100.      185,940.      MT  (+/- 180 meters Scaled)
 JU2181
 JU2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ501789(NAD 83)
 JU2181
 JU2181                          SUPERSEDED SURVEY CONTROL
 JU2181
 JU2181.No superseded survey control is available for this station.
 JU2181
 JU2181_MARKER: DD = SURVEY DISK
 JU2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2181_STAMPING: NO 7 1958 RESET 1974
 JU2181_MARK LOGO: USACE
 JU2181_PROJECTION: FLUSH
 JU2181_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2181+STABILITY: SURFACE MOTION
 JU2181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2181+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1995
 JU2181
 JU2181  HISTORY     - Date     Condition        Report By
 JU2181  HISTORY     - 1974     MONUMENTED       USACE
 JU2181  HISTORY     - 1979     GOOD             NGS
 JU2181  HISTORY     - 19950328 GOOD             NJGS
 JU2181  HISTORY     - 20030311 MARK NOT FOUND   USPSQD
 JU2181  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU2181
 JU2181                          STATION DESCRIPTION
 JU2181
 JU2181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2181'IN REEDY POINT.
 JU2181'NEAR REEDY POINT, LOCATED ON THE SOUTH EDGE OF A TREE LINE ON THE
 JU2181'NORTH SIDE OF C AND D CANAL, 592 FEET EAST OF THE INTERSECTION AND
 JU2181'CENTERLINE OF A MAINTENANCE ROAD ALONG CANAL AND THE CENTERLINE OF
 JU2181'REEDY POINT HIGH LEVEL BRIDGE (OVERHEAD), 228.5 FEET NORTHEAST FROM
 JU2181'A LARGE NAIL 4 FEET ABOVE THE GROUND IN THE EAST SIDE OF A LONE 46-
 JU2181'INCH CYPRESS TREE ON THE SOUTH SIDE OF THE ROAD, 165.3 FEET NORTHWEST
 JU2181'OF A CONCRETE INLET IN THE NORTH SIDE OF THE ROAD, 87.0 FEET NORTH OF
 JU2181'THE NORTH EDGE OF RIP RAP ALONG CANAL, 17.39 FEET SOUTHEAST FROM A
 JU2181'PK NAIL 1 1/2 FEET ABOVE THE GROUND IN A TRIANGULAR BLAZE CUT IN A
 JU2181'TWIN 10-INCH OSAGE ORANGE TREE, 19.52 FEET WEST OF A PK NAIL 1 1/2
 JU2181'FEET ABOVE THE GROUND IN THE SOUTH SIDE OF A POWER POLE (NO NUMBER)
 JU2181'ALONG THE TREE LINE, AND 1.2 FEET SOUTH OF AN IRON WITNESS POST.
 JU2181
 JU2181                          STATION RECOVERY (1995)
 JU2181
 JU2181'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU2181'RECOVERED AS DESCRIBED.
 JU2181
 JU2181                          STATION RECOVERY (2003)
 JU2181
 JU2181'RECOVERY NOTE BY US POWER SQUADRON 2003 (DG)
 JU2181'MARK NOT FOUND.
 JU2181
 JU2181                          STATION RECOVERY (2013)
 JU2181
 JU2181'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU2181'THE DESCRIPTION IS INADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1794 ***********************************************************************
 JU1794  DESIGNATION -  855 1910 TIDAL 8 RESET
 JU1794  PID         -  JU1794
 JU1794  STATE/COUNTY-  DE/NEW CASTLE
 JU1794  COUNTRY     -  US
 JU1794  USGS QUAD   -  DELAWARE CITY (2016)
 JU1794
 JU1794                         *CURRENT SURVEY CONTROL
 JU1794  ______________________________________________________________________
 JU1794* NAD 83(1986) POSITION- 39 33 54.     (N) 075 35 07.     (W)   SCALED
 JU1794* NAVD 88 ORTHO HEIGHT -     1.929 (meters)        6.33  (feet) ADJUSTED
 JU1794  ______________________________________________________________________
 JU1794  GEOID HEIGHT    -        -33.384 (meters)                     GEOID18
 JU1794  DYNAMIC HEIGHT  -          1.928 (meters)        6.33  (feet) COMP
 JU1794  MODELED GRAVITY -    980,130.5   (mgal)                       NAVD 88
 JU1794
 JU1794  VERT ORDER      -  FIRST     CLASS II
 JU1794
 JU1794.The horizontal coordinates were scaled from a map and have
 JU1794.an estimated accuracy of +/- 6 seconds.
 JU1794
 JU1794.The orthometric height was determined by differential leveling and
 JU1794.adjusted by the NATIONAL GEODETIC SURVEY
 JU1794.in June 1991.
 JU1794
 JU1794.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1794.GEOID18 height accuracy estimate available here.
 JU1794
 JU1794.Click photographs - Photos may exist for this station.
 JU1794
 JU1794.The dynamic height is computed by dividing the NAVD 88
 JU1794.geopotential number by the normal gravity value computed on the
 JU1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1794.degrees latitude (g = 980.6199 gals.).
 JU1794
 JU1794.The modeled gravity was interpolated from observed gravity values.
 JU1794
 JU1794;                    North         East    Units  Estimated Accuracy
 JU1794;SPC DE       -   173,750.      185,510.      MT  (+/- 180 meters Scaled)
 JU1794
 JU1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ497796(NAD 83)
 JU1794
 JU1794                          SUPERSEDED SURVEY CONTROL
 JU1794
 JU1794  NGVD 29 (01/10/92)    2.170  (m)            7.12   (f) ADJUSTED    1 2
 JU1794  NGVD 29 (??/??/87)    2.170  (m)            7.12   (f) SUPERSEDED  1 2
 JU1794
 JU1794.Superseded values are not recommended for survey control.
 JU1794
 JU1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1794.See file dsdata.pdf to determine how the superseded data were derived.
 JU1794
 JU1794_MARKER: DB = BENCH MARK DISK
 JU1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1794_STAMPING: NO 8 RESET 1958 1960
 JU1794_MARK LOGO: CGS
 JU1794_PROJECTION: PROJECTING 3 CENTIMETERS
 JU1794_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1794+STABILITY: SURFACE MOTION
 JU1794_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1794+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1995
 JU1794
 JU1794  HISTORY     - Date     Condition        Report By
 JU1794  HISTORY     - 1960     MONUMENTED       CGS
 JU1794  HISTORY     - 1971     GOOD             NGS
 JU1794  HISTORY     - 1979     GOOD             NGS
 JU1794  HISTORY     - 19950328 POOR             NJGS
 JU1794  HISTORY     - 20030309 MARK NOT FOUND   USPSQD
 JU1794
 JU1794                          STATION DESCRIPTION
 JU1794
 JU1794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JU1794'0.4 MI SE FROM DELAWARE CITY.
 JU1794'ABOUT 0.4 MILE SOUTHEAST ALONG OLD STATE HIGHWAY 9 FROM THE SOUTHEAST
 JU1794'END OF THE DRAWBRIDGE OVER THE DELAWARE CITY BRANCH CANAL, 0.5
 JU1794'MILE NORTHWEST OF THE NORTH SIDE OF THE CHESAPEAKE AND DELAWARE
 JU1794'CANAL, 37 FEET NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY,
 JU1794'21.6 FEET NORTHEAST OF THE SOUTHEAST END OF THE NORTHEAST
 JU1794'CONCRETE HEADWALL FOR AN 18 INCH PIPE CULVERT UNDER THE OLD
 JU1794'HIGHWAY, 79 FEET EAST OF AND ACROSS THE OLD HIGHWAY FROM POWER
 JU1794'LINE POLE NO. 21, 1.4 FEET SOUTHWEST OF A METAL WITNESS POST,
 JU1794'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JU1794'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 JU1794
 JU1794                          STATION RECOVERY (1979)
 JU1794
 JU1794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1794'RECOVERED IN GOOD CONDITION.
 JU1794
 JU1794                          STATION RECOVERY (1995)
 JU1794
 JU1794'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU1794'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THE STATION HAS
 JU1794'BEEN VANDALIZED AT SOME TIME IN THE PAST AND THE DISK IS NOW BENT
 JU1794'UPWARDS.
 JU1794
 JU1794                          STATION RECOVERY (2003)
 JU1794
 JU1794'RECOVERY NOTE BY US POWER SQUADRON 2003 (DG)
 JU1794'AREA DISTURBED.  WILDLIFE AREA SIGN CONSTRUCTED ON SITE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2185 ***********************************************************************
 JU2185  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2185  DESIGNATION -  855 1910 TIDAL RP 5
 JU2185  PID         -  JU2185
 JU2185  STATE/COUNTY-  DE/NEW CASTLE
 JU2185  COUNTRY     -  US
 JU2185  USGS QUAD   -  DELAWARE CITY (2016)
 JU2185
 JU2185                         *CURRENT SURVEY CONTROL
 JU2185  ______________________________________________________________________
 JU2185* NAD 83(1986) POSITION- 39 33 02.9    (N) 075 34 49.5    (W)   HD_HELD2
 JU2185* NAVD 88 ORTHO HEIGHT -     1.418 (meters)        4.65  (feet) ADJUSTED
 JU2185  ______________________________________________________________________
 JU2185  GEOID HEIGHT    -        -33.436 (meters)                     GEOID18
 JU2185  DYNAMIC HEIGHT  -          1.417 (meters)        4.65  (feet) COMP
 JU2185  MODELED GRAVITY -    980,126.2   (mgal)                       NAVD 88
 JU2185
 JU2185  VERT ORDER      -  FIRST     CLASS II
 JU2185
 JU2185.The horizontal coordinates were established by autonomous hand held GPS
 JU2185.observations and have an estimated accuracy of +/- 10 meters.
 JU2185
 JU2185.The orthometric height was determined by differential leveling and
 JU2185.adjusted by the NATIONAL GEODETIC SURVEY
 JU2185.in June 1991.
 JU2185
 JU2185.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2185.GEOID18 height accuracy estimate available here.
 JU2185
 JU2185.This Tidal Bench Mark is designated as VM 386
 JU2185.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2185
 JU2185.Click photographs - Photos may exist for this station.
 JU2185
 JU2185.The dynamic height is computed by dividing the NAVD 88
 JU2185.geopotential number by the normal gravity value computed on the
 JU2185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2185.degrees latitude (g = 980.6199 gals.).
 JU2185
 JU2185.The modeled gravity was interpolated from observed gravity values.
 JU2185
 JU2185;                    North         East    Units  Estimated Accuracy
 JU2185;SPC DE       -   172,169.      185,926.      MT  (+/- 10 meters HH2 GPS)
 JU2185
 JU2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5013278063(NAD 83)
 JU2185
 JU2185                          SUPERSEDED SURVEY CONTROL
 JU2185
 JU2185.No superseded survey control is available for this station.
 JU2185
 JU2185_MARKER: DJ = TIDAL STATION DISK
 JU2185_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU2185_SP_SET: CULVERT HEADWALL
 JU2185_STAMPING: RP 5 1975
 JU2185_MARK LOGO: NOS
 JU2185_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2185+STABILITY: SURFACE MOTION
 JU2185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2185+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU2185
 JU2185  HISTORY     - Date     Condition        Report By
 JU2185  HISTORY     - 1975     MONUMENTED       NOS
 JU2185  HISTORY     - 1979     GOOD             NGS
 JU2185  HISTORY     - 19950328 GOOD             NJGS
 JU2185  HISTORY     - 20010919 GOOD             NGS
 JU2185  HISTORY     - 20030309 GOOD             USPSQD
 JU2185  HISTORY     - 20050615 GOOD             GEOCAC
 JU2185  HISTORY     - 20130711 GOOD             DELCOS
 JU2185
 JU2185                          STATION DESCRIPTION
 JU2185
 JU2185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2185'2.1 MI SE FROM DELAWARE CITY.
 JU2185'2.1 MILES SOUTHEAST ALONG STATE ROUTE 9 FROM THE INTERSECTION OF
 JU2185'CLINTON STREET IN DELAWARE CITY, THENCE 0.6 MILE NORTH ALONG OLD
 JU2185'ROUTE 9 TO THE MARK ON THE LEFT, SET IN A CULVERT HEADWALL ON
 JU2185'SOUTH SIDE OF CHESAPEAKE AND DELAWARE CANAL OLD ROUTE 9, 67.0 FEET
 JU2185'SOUTHWEST OF BRIDGE PIER R52W, 75.5 FEET NORTHWEST OF BRIDGE PIER
 JU2185'R53W, 22.3 FEET SOUTHEAST OF POWER POLE DP AND L 27 AND 22.0 FEET
 JU2185'WEST OF THE CENTER LINE OF OLD ROUTE 9 WHICH PARALLELS ON WEST SIDE
 JU2185'OF BRIDGE OVER THE CHESAPEAKE AND DELAWARE CANAL.
 JU2185'THE MARK IS 1 FT  E FROM A WITNESS POST.
 JU2185'THE MARK IS 1 FT ABOVE ROAD.
 JU2185
 JU2185                          STATION RECOVERY (1995)
 JU2185
 JU2185'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU2185'RECOVERED AS DESCRIBED.
 JU2185
 JU2185                          STATION RECOVERY (2001)
 JU2185
 JU2185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMW)
 JU2185'0.8 KM SOUTHWESTERLY ALONG CLINTON STREET FROM THE POST OFFICE IN
 JU2185'DELAWARE CITY, THENCE 3.5 KM SOUTHERLY ALONG STATE HIGHWAY 9, THENCE
 JU2185'0.6 KM NORTHERLY ALONG REEDY POINT ROAD, IN TOP OF AND 0.3 M EAST OF
 JU2185'THE WEST END OF A CONCRETE HEADWALL OF A CULVERT UNDER A DRIVEWAY,
 JU2185'11.9 M SOUTHWEST OF A UTILITY POLE WITH A METER ATTACHED, 6.7 M SOUTH
 JU2185'OF THE UTILITY POLE WITH A GUY CABLE, 6.3 M WEST OF THE ROAD CENTER,
 JU2185'AND 0.3 M ABOVE THE LEVEL OF THE ROAD.   NOTE--THE MARK IS ON THE ROAD
 JU2185'RIGHT-OF-WAY.
 JU2185
 JU2185                          STATION RECOVERY (2003)
 JU2185
 JU2185'RECOVERY NOTE BY US POWER SQUADRON 2003 (RG)
 JU2185'RECOVERED IN GOOD CONDITION.
 JU2185
 JU2185                          STATION RECOVERY (2005)
 JU2185
 JU2185'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU2185'THE DESCRIBED POWER POLE IS NOW NUMBERED DP AND L 27 47667 36299.
 JU2185
 JU2185                          STATION RECOVERY (2013)
 JU2185
 JU2185'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU2185'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1815 ***********************************************************************
 JU1815  DESIGNATION -  855 2249 TIDAL 1
 JU1815  PID         -  JU1815
 JU1815  STATE/COUNTY-  DE/NEW CASTLE
 JU1815  COUNTRY     -  US
 JU1815  USGS QUAD   -  DELAWARE CITY (2016)
 JU1815
 JU1815                         *CURRENT SURVEY CONTROL
 JU1815  ______________________________________________________________________
 JU1815* NAD 83(1986) POSITION- 39 30 59.     (N) 075 34 37.     (W)   SCALED
 JU1815* NAVD 88 ORTHO HEIGHT -     1.444 (meters)        4.74  (feet) ADJUSTED
 JU1815  ______________________________________________________________________
 JU1815  GEOID HEIGHT    -        -33.538 (meters)                     GEOID18
 JU1815  DYNAMIC HEIGHT  -          1.443 (meters)        4.73  (feet) COMP
 JU1815  MODELED GRAVITY -    980,118.0   (mgal)                       NAVD 88
 JU1815
 JU1815  VERT ORDER      -  FIRST     CLASS I
 JU1815
 JU1815.The horizontal coordinates were scaled from a map and have
 JU1815.an estimated accuracy of +/- 6 seconds.
 JU1815
 JU1815.The orthometric height was determined by differential leveling and
 JU1815.adjusted by the NATIONAL GEODETIC SURVEY
 JU1815.in June 1991.
 JU1815
 JU1815.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1815.GEOID18 height accuracy estimate available here.
 JU1815
 JU1815.Click photographs - Photos may exist for this station.
 JU1815
 JU1815.The dynamic height is computed by dividing the NAVD 88
 JU1815.geopotential number by the normal gravity value computed on the
 JU1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1815.degrees latitude (g = 980.6199 gals.).
 JU1815
 JU1815.The modeled gravity was interpolated from observed gravity values.
 JU1815
 JU1815;                    North         East    Units  Estimated Accuracy
 JU1815;SPC DE       -   168,350.      186,220.      MT  (+/- 180 meters Scaled)
 JU1815
 JU1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ504742(NAD 83)
 JU1815
 JU1815                          SUPERSEDED SURVEY CONTROL
 JU1815
 JU1815  NGVD 29 (11/26/84)    1.681  (m)            5.52   (f) ADJUSTED    1 1
 JU1815
 JU1815.Superseded values are not recommended for survey control.
 JU1815
 JU1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1815.See file dsdata.pdf to determine how the superseded data were derived.
 JU1815
 JU1815_MARKER: DB = BENCH MARK DISK
 JU1815_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JU1815_SP_SET: FOOTING
 JU1815_STAMPING: 1 1953
 JU1815_MARK LOGO: CGS
 JU1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1815+STABILITY: SURFACE MOTION
 JU1815
 JU1815  HISTORY     - Date     Condition        Report By
 JU1815  HISTORY     - 1953     MONUMENTED       CGS
 JU1815  HISTORY     - 1963     GOOD             CGS
 JU1815  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU1815  HISTORY     - 19901126 MARK NOT FOUND   USPSQD
 JU1815
 JU1815                          STATION DESCRIPTION
 JU1815
 JU1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1815'AT PORT PENN.
 JU1815'AT PORT PENN, ALONG MARKET STREET LEADING EAST TO THE PIER, 192
 JU1815'FEET WEST OF THE INSHORE END OF THE PIER, 19 FEET NORTH OF THE
 JU1815'CENTERLINE OF MARKET STREET, AT THE SOUTHEAST CORNER OF A STORAGE
 JU1815'SHED ON THE NORTH SIDE OF STREET, AND SET ON TOP OF THE GRANITE
 JU1815'FOOTING.
 JU1815
 JU1815                          STATION RECOVERY (1979)
 JU1815
 JU1815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1815'NOTE-CONSIDERED DESTROYED AS THE SHED HAS BEEN DESTROYED, TORN DOWN.
 JU1815
 JU1815                          STATION RECOVERY (1990)
 JU1815
 JU1815'RECOVERY NOTE BY US POWER SQUADRON 1990 (CSU)
 JU1815'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1811 ***********************************************************************
 JU1811  DESIGNATION -  855 2249 TIDAL 2
 JU1811  PID         -  JU1811
 JU1811  STATE/COUNTY-  DE/NEW CASTLE
 JU1811  COUNTRY     -  US
 JU1811  USGS QUAD   -  DELAWARE CITY (2016)
 JU1811
 JU1811                         *CURRENT SURVEY CONTROL
 JU1811  ______________________________________________________________________
 JU1811* NAD 83(1986) POSITION- 39 31 00.     (N) 075 34 36.     (W)   SCALED
 JU1811* NAVD 88 ORTHO HEIGHT -     2.575 (meters)        8.45  (feet) ADJUSTED
 JU1811  ______________________________________________________________________
 JU1811  GEOID HEIGHT    -        -33.538 (meters)                     GEOID18
 JU1811  DYNAMIC HEIGHT  -          2.574 (meters)        8.44  (feet) COMP
 JU1811  MODELED GRAVITY -    980,118.0   (mgal)                       NAVD 88
 JU1811
 JU1811  VERT ORDER      -  FIRST     CLASS I
 JU1811
 JU1811.The horizontal coordinates were scaled from a map and have
 JU1811.an estimated accuracy of +/- 6 seconds.
 JU1811
 JU1811.The orthometric height was determined by differential leveling and
 JU1811.adjusted by the NATIONAL GEODETIC SURVEY
 JU1811.in June 1991.
 JU1811
 JU1811.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1811.GEOID18 height accuracy estimate available here.
 JU1811
 JU1811.Click photographs - Photos may exist for this station.
 JU1811
 JU1811.The dynamic height is computed by dividing the NAVD 88
 JU1811.geopotential number by the normal gravity value computed on the
 JU1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1811.degrees latitude (g = 980.6199 gals.).
 JU1811
 JU1811.The modeled gravity was interpolated from observed gravity values.
 JU1811
 JU1811;                    North         East    Units  Estimated Accuracy
 JU1811;SPC DE       -   168,380.      186,240.      MT  (+/- 180 meters Scaled)
 JU1811
 JU1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ504742(NAD 83)
 JU1811
 JU1811                          SUPERSEDED SURVEY CONTROL
 JU1811
 JU1811  NGVD 29 (01/10/92)    2.814  (m)            9.23   (f) ADJUSTED    1 1
 JU1811  NGVD 29 (??/??/87)    2.814  (m)            9.23   (f) SUPERSEDED  1 1
 JU1811
 JU1811.Superseded values are not recommended for survey control.
 JU1811
 JU1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1811.See file dsdata.pdf to determine how the superseded data were derived.
 JU1811
 JU1811_MARKER: DB = BENCH MARK DISK
 JU1811_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU1811_SP_SET: CURBING
 JU1811_STAMPING: 2 1953
 JU1811_MARK LOGO: CGS
 JU1811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1811
 JU1811  HISTORY     - Date     Condition        Report By
 JU1811  HISTORY     - 1953     MONUMENTED       CGS
 JU1811  HISTORY     - 1963     GOOD             CGS
 JU1811  HISTORY     - 1979     GOOD             NGS
 JU1811  HISTORY     - 19901126 GOOD             USPSQD
 JU1811  HISTORY     - 20010331 MARK NOT FOUND   NGS
 JU1811  HISTORY     - 20030309 POOR             USPSQD
 JU1811  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1811
 JU1811                          STATION DESCRIPTION
 JU1811
 JU1811'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1811'AT PORT PENN.
 JU1811'AT PORT PENN, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 JU1811'MAIN AND MARKET STREETS, AND IN TOP OF THE NORTHWEST CONCRETE
 JU1811'CURBING.
 JU1811
 JU1811                          STATION RECOVERY (1979)
 JU1811
 JU1811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1811'RECOVERED IN GOOD CONDITION.
 JU1811
 JU1811                          STATION RECOVERY (1990)
 JU1811
 JU1811'RECOVERY NOTE BY US POWER SQUADRON 1990 (CSU)
 JU1811'RECOVERED IN GOOD CONDITION.
 JU1811
 JU1811                          STATION RECOVERY (2001)
 JU1811
 JU1811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU1811'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU1811
 JU1811                          STATION RECOVERY (2003)
 JU1811
 JU1811'RECOVERY NOTE BY US POWER SQUADRON 2003 (DG)
 JU1811'CHANGE DESCRIPTION TO READ - AT PORT PENN, AT THE SOUTHEAST CORNER OF
 JU1811'CONGRESS STREET AND MARKET STREETS, AND IN TOP OF THE NORTHWEST
 JU1811'CONCRETE CURBING.  THE DISK IS MISSING AND ONLY THE PIN REMAINS.
 JU1811'THERE IS YELLOW PAINT AROUND THE PIN.
 JU1811
 JU1811                          STATION RECOVERY (2013)
 JU1811
 JU1811'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1811'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1813 ***********************************************************************
 JU1813  DESIGNATION -  855 2249 TIDAL 3
 JU1813  PID         -  JU1813
 JU1813  STATE/COUNTY-  DE/NEW CASTLE
 JU1813  COUNTRY     -  US
 JU1813  USGS QUAD   -  DELAWARE CITY (2016)
 JU1813
 JU1813                         *CURRENT SURVEY CONTROL
 JU1813  ______________________________________________________________________
 JU1813* NAD 83(1986) POSITION- 39 31 00.     (N) 075 34 36.     (W)   SCALED
 JU1813* NAVD 88 ORTHO HEIGHT -     2.798 (meters)        9.18  (feet) ADJUSTED
 JU1813  ______________________________________________________________________
 JU1813  GEOID HEIGHT    -        -33.538 (meters)                     GEOID18
 JU1813  DYNAMIC HEIGHT  -          2.796 (meters)        9.17  (feet) COMP
 JU1813  MODELED GRAVITY -    980,118.0   (mgal)                       NAVD 88
 JU1813
 JU1813  VERT ORDER      -  FIRST     CLASS I
 JU1813
 JU1813.The horizontal coordinates were scaled from a map and have
 JU1813.an estimated accuracy of +/- 6 seconds.
 JU1813
 JU1813.The orthometric height was determined by differential leveling and
 JU1813.adjusted by the NATIONAL GEODETIC SURVEY
 JU1813.in June 1991.
 JU1813
 JU1813.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1813.GEOID18 height accuracy estimate available here.
 JU1813
 JU1813.Click photographs - Photos may exist for this station.
 JU1813
 JU1813.The dynamic height is computed by dividing the NAVD 88
 JU1813.geopotential number by the normal gravity value computed on the
 JU1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1813.degrees latitude (g = 980.6199 gals.).
 JU1813
 JU1813.The modeled gravity was interpolated from observed gravity values.
 JU1813
 JU1813;                    North         East    Units  Estimated Accuracy
 JU1813;SPC DE       -   168,380.      186,240.      MT  (+/- 180 meters Scaled)
 JU1813
 JU1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ504742(NAD 83)
 JU1813
 JU1813                          SUPERSEDED SURVEY CONTROL
 JU1813
 JU1813  NGVD 29 (01/10/92)    3.031  (m)            9.94   (f) ADJUSTED    1 1
 JU1813  NGVD 29 (??/??/87)    3.031  (m)            9.94   (f) SUPERSEDED  1 1
 JU1813
 JU1813.Superseded values are not recommended for survey control.
 JU1813
 JU1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1813.See file dsdata.pdf to determine how the superseded data were derived.
 JU1813
 JU1813_MARKER: DB = BENCH MARK DISK
 JU1813_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU1813_SP_SET: STEPS
 JU1813_STAMPING: 3 1953
 JU1813_MARK LOGO: CGS
 JU1813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1813
 JU1813  HISTORY     - Date     Condition        Report By
 JU1813  HISTORY     - 1953     MONUMENTED       CGS
 JU1813  HISTORY     - 1963     GOOD             CGS
 JU1813  HISTORY     - 1979     GOOD             NGS
 JU1813  HISTORY     - 19901126 MARK NOT FOUND   USPSQD
 JU1813  HISTORY     - 19910703 MARK NOT FOUND   USGS
 JU1813  HISTORY     - 20050615 MARK NOT FOUND   GEOCAC
 JU1813
 JU1813                          STATION DESCRIPTION
 JU1813
 JU1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1813'AT PORT PENN.
 JU1813'AT PORT PENN, AT THE INTERSECTION OF MAIN AND MARKET STREETS, 82
 JU1813'FEET NORTH OF THE INTERSECTION, AT A BRICK BUILDING ON THE EAST
 JU1813'SIDE OF MAIN STREET (FORMERLY OLD POST OFFICE NOW AN APARTMENT
 JU1813'BUILDING), 24 FEET EAST OF CENTERLINE OF MAIN STREET, AND IN THE
 JU1813'TOP OF THE SOUTHWEST CORNER OF THE ENTRANCE STEPS.
 JU1813
 JU1813                          STATION RECOVERY (1979)
 JU1813
 JU1813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1813'RECOVERED IN GOOD CONDITION.
 JU1813
 JU1813                          STATION RECOVERY (1990)
 JU1813
 JU1813'RECOVERY NOTE BY US POWER SQUADRON 1990 (CSU)
 JU1813'MARK NOT FOUND.
 JU1813
 JU1813                          STATION RECOVERY (1991)
 JU1813
 JU1813'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1813'MARK NOT FOUND.
 JU1813
 JU1813                          STATION RECOVERY (2005)
 JU1813
 JU1813'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU1813'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1816 ***********************************************************************
 JU1816  DESIGNATION -  855 2249 TIDAL 4
 JU1816  PID         -  JU1816
 JU1816  STATE/COUNTY-  DE/NEW CASTLE
 JU1816  COUNTRY     -  US
 JU1816  USGS QUAD   -  DELAWARE CITY (2016)
 JU1816
 JU1816                         *CURRENT SURVEY CONTROL
 JU1816  ______________________________________________________________________
 JU1816* NAD 83(1986) POSITION- 39 31 00.     (N) 075 34 36.     (W)   SCALED
 JU1816* NAVD 88 ORTHO HEIGHT -     2.70  (+/-2cm)        8.9   (feet) VERTCON3
 JU1816  ______________________________________________________________________
 JU1816  GEOID HEIGHT    -        -33.538 (meters)                     GEOID18
 JU1816  VERT ORDER      -  ? (See Below)
 JU1816
 JU1816.The horizontal coordinates were scaled from a map and have
 JU1816.an estimated accuracy of +/- 6 seconds.
 JU1816
 JU1816.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU1816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU1816
 JU1816.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1816.GEOID18 height accuracy estimate available here.
 JU1816
 JU1816.The vertical order pertains to the NGVD 29 superseded value.
 JU1816
 JU1816.Click photographs - Photos may exist for this station.
 JU1816
 JU1816;                    North         East    Units  Estimated Accuracy
 JU1816;SPC DE       -   168,380.      186,240.      MT  (+/- 180 meters Scaled)
 JU1816
 JU1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ504742(NAD 83)
 JU1816
 JU1816                          SUPERSEDED SURVEY CONTROL
 JU1816
 JU1816  NGVD 29 (??/??/92)    2.936  (m)            9.63   (f) ADJ UNCH       
 JU1816
 JU1816.Superseded values are not recommended for survey control.
 JU1816
 JU1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1816.See file dsdata.pdf to determine how the superseded data were derived.
 JU1816
 JU1816_MARKER: DB = BENCH MARK DISK
 JU1816_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU1816+WITH SETTING: PAVEMENT
 JU1816_SP_SET: BLOCK
 JU1816_STAMPING: 4 1953
 JU1816_MARK LOGO: CGS
 JU1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1816+STABILITY: SURFACE MOTION
 JU1816
 JU1816  HISTORY     - Date     Condition        Report By
 JU1816  HISTORY     - 1953     MONUMENTED       CGS
 JU1816  HISTORY     - 1963     GOOD             CGS
 JU1816  HISTORY     - 1976     GOOD             LOCENG
 JU1816  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU1816  HISTORY     - 19901126 MARK NOT FOUND   USPSQD
 JU1816  HISTORY     - 20030323 MARK NOT FOUND   USPSQD
 JU1816
 JU1816                          STATION DESCRIPTION
 JU1816
 JU1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1816'AT PORT PENN.
 JU1816'AT PORT PENN, 240 FEET NORTH OF THE INTERSECTION OF MAIN AND
 JU1816'MARKET STREETS, 67 FEET EAST OF CENTERLINE OF MAIN STREET, BEHIND
 JU1816'THE OLD POST OFFICE (NOW AN APARTMENT BUILDING), AND SET IN THE
 JU1816'TOP OF A CONCRETE BLOCK SURROUNDING A WELL.
 JU1816
 JU1816                          STATION RECOVERY (1976)
 JU1816
 JU1816'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 JU1816'RECOVERED IN GOOD CONDITION.
 JU1816
 JU1816                          STATION RECOVERY (1979)
 JU1816
 JU1816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1816'NOTE-CONSIDERED DESTROYED AS CONCRETE HAS BEEN REMOVED FROM
 JU1816'AROUND THE WELL.
 JU1816'NOTE-- L-15282 IS THE ONLY LEVELING FOR THIS MARK. MISSING
 JU1816'OBSERVATION DATA MAKES IT IMPOSSIBLE TO READJUST THIS
 JU1816'LEVELING TO THE 1972, 1981 STANDARDS.
 JU1816
 JU1816                          STATION RECOVERY (1990)
 JU1816
 JU1816'RECOVERY NOTE BY US POWER SQUADRON 1990 (CSU)
 JU1816'MARK NOT FOUND.
 JU1816
 JU1816                          STATION RECOVERY (2003)
 JU1816
 JU1816'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLG)
 JU1816'WELL NO LONGER EXISTS ON SITE AND IS REPLACED WITH NEW WELL IN NEW
 JU1816'LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1812 ***********************************************************************
 JU1812  DESIGNATION -  855 2249 TIDAL 5
 JU1812  PID         -  JU1812
 JU1812  STATE/COUNTY-  DE/NEW CASTLE
 JU1812  COUNTRY     -  US
 JU1812  USGS QUAD   -  DELAWARE CITY (2016)
 JU1812
 JU1812                         *CURRENT SURVEY CONTROL
 JU1812  ______________________________________________________________________
 JU1812* NAD 83(1986) POSITION- 39 30 58.2    (N) 075 34 37.0    (W)   HD_HELD2
 JU1812* NAVD 88 ORTHO HEIGHT -     3.056 (meters)       10.03  (feet) ADJUSTED
 JU1812  ______________________________________________________________________
 JU1812  GEOID HEIGHT    -        -33.539 (meters)                     GEOID18
 JU1812  DYNAMIC HEIGHT  -          3.055 (meters)       10.02  (feet) COMP
 JU1812  MODELED GRAVITY -    980,118.0   (mgal)                       NAVD 88
 JU1812
 JU1812  VERT ORDER      -  FIRST     CLASS I
 JU1812
 JU1812.The horizontal coordinates were established by autonomous hand held GPS
 JU1812.observations and have an estimated accuracy of +/- 10 meters.
 JU1812
 JU1812.The orthometric height was determined by differential leveling and
 JU1812.adjusted by the NATIONAL GEODETIC SURVEY
 JU1812.in June 1991.
 JU1812
 JU1812.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1812.GEOID18 height accuracy estimate available here.
 JU1812
 JU1812.Click photographs - Photos may exist for this station.
 JU1812
 JU1812.The dynamic height is computed by dividing the NAVD 88
 JU1812.geopotential number by the normal gravity value computed on the
 JU1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1812.degrees latitude (g = 980.6199 gals.).
 JU1812
 JU1812.The modeled gravity was interpolated from observed gravity values.
 JU1812
 JU1812;                    North         East    Units  Estimated Accuracy
 JU1812;SPC DE       -   168,322.      186,217.      MT  (+/- 10 meters HH2 GPS)
 JU1812
 JU1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5040674217(NAD 83)
 JU1812
 JU1812                          SUPERSEDED SURVEY CONTROL
 JU1812
 JU1812  NGVD 29 (01/10/92)    3.302  (m)           10.83   (f) ADJUSTED    1 1
 JU1812  NGVD 29 (??/??/87)    3.302  (m)           10.83   (f) SUPERSEDED  1 1
 JU1812
 JU1812.Superseded values are not recommended for survey control.
 JU1812
 JU1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1812.See file dsdata.pdf to determine how the superseded data were derived.
 JU1812
 JU1812_MARKER: DB = BENCH MARK DISK
 JU1812_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU1812_SP_SET: SIDEWALK
 JU1812_STAMPING: 5 1953
 JU1812_MARK LOGO: CGS
 JU1812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1812+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1812
 JU1812  HISTORY     - Date     Condition        Report By
 JU1812  HISTORY     - 1953     MONUMENTED       CGS
 JU1812  HISTORY     - 1963     GOOD             CGS
 JU1812  HISTORY     - 1976     GOOD             LOCENG
 JU1812  HISTORY     - 1979     GOOD             NGS
 JU1812  HISTORY     - 19901126 GOOD             USPSQD
 JU1812  HISTORY     - 20010331 GOOD             NGS
 JU1812  HISTORY     - 20030309 GOOD             USPSQD
 JU1812  HISTORY     - 20050615 GOOD             GEOCAC
 JU1812  HISTORY     - 20130711 GOOD             DELCOS
 JU1812
 JU1812                          STATION DESCRIPTION
 JU1812
 JU1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1812'AT PORT PENN.
 JU1812'AT PORT PENN, ON THE WEST SIDE OF MAIN STREET, 186 FEET SOUTH OF
 JU1812'THE INTERSECTION OF MARKET STREET, 26 FEET WEST OF CENTER LINE
 JU1812'OF MAIN STREET, 1 FOOT EAST OF THE NORTHEAST CORNER OF A FRAME
 JU1812'BUILDING HOUSING CLOVER FARM STORE, AND SET ON TOP OF THE BACK
 JU1812'EDGE OF THE CONCRETE SIDEWALK.
 JU1812
 JU1812                          STATION RECOVERY (1976)
 JU1812
 JU1812'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 JU1812'RECOVERED IN GOOD CONDITION.
 JU1812
 JU1812                          STATION RECOVERY (1979)
 JU1812
 JU1812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1812'NOTE-THE CLOVER FARM STORE IS NOW THE POST OFFICE.
 JU1812
 JU1812                          STATION RECOVERY (1990)
 JU1812
 JU1812'RECOVERY NOTE BY US POWER SQUADRON 1990 (SCU)
 JU1812'RECOVERED IN GOOD CONDITION.
 JU1812
 JU1812                          STATION RECOVERY (2001)
 JU1812
 JU1812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU1812'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU1812
 JU1812                          STATION RECOVERY (2003)
 JU1812
 JU1812'RECOVERY NOTE BY US POWER SQUADRON 2003 (DG)
 JU1812'MAIN STREET IS NOW NAMED CONGRESS STREET.
 JU1812
 JU1812                          STATION RECOVERY (2005)
 JU1812
 JU1812'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU1812'RECOVERED IN GOOD CONDITION.
 JU1812
 JU1812                          STATION RECOVERY (2013)
 JU1812
 JU1812'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1812'27FT SOUTHWEST OF POLE NUMBER 47763/35041
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1019 ***********************************************************************
 JU1019  DESIGNATION -  855 3481 TIDAL 2
 JU1019  PID         -  JU1019
 JU1019  STATE/COUNTY-  DE/KENT
 JU1019  COUNTRY     -  US
 JU1019  USGS QUAD   -  BOMBAY HOOK ISLAND (2016)
 JU1019
 JU1019                         *CURRENT SURVEY CONTROL
 JU1019  ______________________________________________________________________
 JU1019* NAD 83(1986) POSITION- 39 19 57.6    (N) 075 28 25.5    (W)   HD_HELD2
 JU1019* NAVD 88 ORTHO HEIGHT -     2.096 (meters)        6.88  (feet) ADJUSTED
 JU1019  ______________________________________________________________________
 JU1019  GEOID HEIGHT    -        -33.916 (meters)                     GEOID18
 JU1019  DYNAMIC HEIGHT  -          2.095 (meters)        6.87  (feet) COMP
 JU1019  MODELED GRAVITY -    980,110.8   (mgal)                       NAVD 88
 JU1019
 JU1019  VERT ORDER      -  FIRST     CLASS I
 JU1019
 JU1019.The horizontal coordinates were established by autonomous hand held GPS
 JU1019.observations and have an estimated accuracy of +/- 10 meters.
 JU1019
 JU1019.The orthometric height was determined by differential leveling and
 JU1019.adjusted by the NATIONAL GEODETIC SURVEY
 JU1019.in June 1991.
 JU1019
 JU1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1019.GEOID18 height accuracy estimate available here.
 JU1019
 JU1019.Click photographs - Photos may exist for this station.
 JU1019
 JU1019.The dynamic height is computed by dividing the NAVD 88
 JU1019.geopotential number by the normal gravity value computed on the
 JU1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1019.degrees latitude (g = 980.6199 gals.).
 JU1019
 JU1019.The modeled gravity was interpolated from observed gravity values.
 JU1019
 JU1019;                    North         East    Units  Estimated Accuracy
 JU1019;SPC DE       -   147,939.      195,078.      MT  (+/- 10 meters HH2 GPS)
 JU1019
 JU1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5916953801(NAD 83)
 JU1019
 JU1019                          SUPERSEDED SURVEY CONTROL
 JU1019
 JU1019  NGVD 29 (11/26/84)    2.335  (m)            7.66   (f) ADJUSTED    1 1
 JU1019
 JU1019.Superseded values are not recommended for survey control.
 JU1019
 JU1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1019.See file dsdata.pdf to determine how the superseded data were derived.
 JU1019
 JU1019_MARKER: DB = BENCH MARK DISK
 JU1019_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU1019+WITH SETTING: PAVEMENT
 JU1019_SP_SET: FOOTING
 JU1019_STAMPING: NO 2 1953
 JU1019_MARK LOGO: CGS
 JU1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1019+STABILITY: SURFACE MOTION
 JU1019
 JU1019  HISTORY     - Date     Condition        Report By
 JU1019  HISTORY     - 1953     MONUMENTED       CGS
 JU1019  HISTORY     - 1963     GOOD             CGS
 JU1019  HISTORY     - 19900312 GOOD             NGS
 JU1019  HISTORY     - 20011212 GOOD             NGS
 JU1019
 JU1019                          STATION DESCRIPTION
 JU1019
 JU1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1019'AT WOODLAND BEACH.
 JU1019'AT WOODLAND BEACH, IN THE NORTH SECTION OF THE TOWN, AT THE
 JU1019'JUNCTION OF PEARSON AND SMYRNA AVENUES, 193 FEET EAST OF THE
 JU1019'CENTER OF THE JUNCTION, 114 FEET SOUTHEAST OF CENTERLINE OF
 JU1019'SMYRNA AVENUE 33 FEET SOUTHEAST OF THE EAST CORNER OF A ONE
 JU1019'STORY COTTAGE, ABOUT FLUSH WITH GROUND, AND SET ON TOP OF THE
 JU1019'SOUTH CORNER OF THE CONCRETE FOUNDATION FOR THE SOUTH LEG OF
 JU1019'A CHILDRENS SWING.
 JU1019
 JU1019                          STATION RECOVERY (1990)
 JU1019
 JU1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU1019'RECOVERED IN GOOD CONDITION.
 JU1019
 JU1019                          STATION RECOVERY (2001)
 JU1019
 JU1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU1019'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AS5703 ***********************************************************************
 AS5703  HT_MOD      -  This is a Height Modernization Survey Station.
 AS5703  DESIGNATION -  855 5388 A TIDAL
 AS5703  PID         -  AS5703
 AS5703  STATE/COUNTY-  DE/KENT
 AS5703  COUNTRY     -  US
 AS5703  USGS QUAD   -  FREDERICA (2016)
 AS5703
 AS5703                         *CURRENT SURVEY CONTROL
 AS5703  ______________________________________________________________________
 AS5703* NAD 83(2011) POSITION- 39 03 30.72579(N) 075 23 51.67271(W)   ADJUSTED
 AS5703* NAD 83(2011) ELLIP HT-   -33.662 (meters)        (06/27/12)   ADJUSTED
 AS5703* NAD 83(2011) EPOCH   -  2010.00
 AS5703* NAVD 88 ORTHO HEIGHT -     1.24  (meters)        4.1   (feet) GPS OBS
 AS5703  ______________________________________________________________________
 AS5703  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 AS5703  GEOID HEIGHT    -        -34.910 (meters)                     GEOID12B
 AS5703  GEOID HEIGHT    -        -34.914 (meters)                     GEOID18
 AS5703  NAD 83(2011) X  -  1,250,258.401 (meters)                     COMP
 AS5703  NAD 83(2011) Y  - -4,799,021.651 (meters)                     COMP
 AS5703  NAD 83(2011) Z  -  3,997,343.863 (meters)                     COMP
 AS5703  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 AS5703
 AS5703  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AS5703  Standards:
 AS5703         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AS5703            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AS5703  -------------------------------------------------------------------
 AS5703  NETWORK    0.81   0.90           0.37   0.28   0.46      0.03448172
 AS5703  -------------------------------------------------------------------
 AS5703  Click here for local accuracies and other accuracy information.
 AS5703
 AS5703.The horizontal coordinates were established by GPS observations
 AS5703.and adjusted by the National Geodetic Survey in June 2012.
 AS5703
 AS5703.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AS5703.been affixed to the stable North American tectonic plate. See 
 AS5703.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AS5703
 AS5703.The horizontal coordinates are valid at the epoch date displayed above
 AS5703.which is a decimal equivalence of Year/Month/Day.
 AS5703
 AS5703.The orthometric height was determined by GPS observations and a
 AS5703.high-resolution geoid model using precise GPS observation and
 AS5703.processing techniques.
 AS5703
 AS5703.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS5703.GEOID18 height accuracy estimate available here.
 AS5703
 AS5703.Click photographs - Photos may exist for this station.
 AS5703
 AS5703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AS5703
 AS5703.The Laplace correction was computed from DEFLEC18 derived deflections.
 AS5703
 AS5703.The ellipsoidal height was determined by GPS observations
 AS5703.and is referenced to NAD 83.
 AS5703
 AS5703. The following values were computed from the NAD 83(2011) position.
 AS5703
 AS5703;                    North         East     Units Scale Factor Converg.
 AS5703;SPC DE       -   117,503.867   201,642.788   MT  0.99999503   +0 00 43.1
 AS5703;SPC DE       -   385,510.60    661,556.38   sFT  0.99999503   +0 00 43.1
 AS5703;UTM  18      - 4,323,347.545   465,591.931   MT  0.99961458   -0 15 02.1
 AS5703
 AS5703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS5703!SPC DE       -   1.00000528  x   0.99999503  =   1.00000031
 AS5703!UTM  18      -   1.00000528  x   0.99961458  =   0.99961986
 AS5703
 AS5703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6559123347(NAD 83)
 AS5703
 AS5703                          SUPERSEDED SURVEY CONTROL
 AS5703
 AS5703  NAD 83(2007)-  39 03 30.72603(N)    075 23 51.67336(W) AD(2002.00) 0
 AS5703  ELLIP H (02/10/07)  -33.647  (m)                       GP(2002.00)    
 AS5703  ELLIP H (08/09/02)  -33.639  (m)                       GP(       ) 3 2
 AS5703  NAD 83(1991)-  39 03 30.72597(N)    075 23 51.67347(W) AD(       ) B
 AS5703  ELLIP H (05/21/02)  -33.639  (m)                       GP(       ) 1 2
 AS5703  NAVD 88 (05/21/02)    1.2    (m)  GEOID99  model used  GPS OBS        
 AS5703
 AS5703.Superseded values are not recommended for survey control.
 AS5703
 AS5703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS5703.See file dsdata.pdf to determine how the superseded data were derived.
 AS5703
 AS5703_MARKER: DJ = TIDAL STATION DISK
 AS5703_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AS5703_SP_SET: RAMP
 AS5703_STAMPING: 5388 A 1983
 AS5703_MARK LOGO: NOS
 AS5703_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS5703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS5703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS5703+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2021
 AS5703
 AS5703  HISTORY     - Date     Condition        Report By
 AS5703  HISTORY     - 1983     MONUMENTED       NOS
 AS5703  HISTORY     - 20010606 GOOD             NGS
 AS5703  HISTORY     - 20100130 GOOD             BECMOR
 AS5703  HISTORY     - 20111010 GOOD             DELCOS
 AS5703  HISTORY     - 20120319 GOOD             DELCOS
 AS5703  HISTORY     - 20210307 GOOD             USPSQD
 AS5703
 AS5703                          STATION DESCRIPTION
 AS5703
 AS5703'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001
 AS5703'TO REACH THE TIDAL BENCH MARKS FROM THE INTERSECTION OF US HIGHWAY 113
 AS5703'AND BOWERS BEACH ROAD NORTH OF FREDERICA, PROCEED 3.5 MILES (5.6 KM)
 AS5703'EAST ON BOWERS BEACH ROAD TO BOWERS, TURN RIGHT ON HUBBARD AVENUE AND
 AS5703'PROCEED 0.1 MILE (0.2 KM) TO MURDERKILL AVE TURN LEFT ONTO MURDERKILL
 AS5703'AVE AND PROCEED 0.1 MILE (0.2 KM) TO A TRIPLE BOAT LAUNCHING RAMP. THE
 AS5703'BENCH MARK IS SET FLUSH IN THE WESTERN MOST CONCRETE FOUNDATION OF A
 AS5703'TRIPLE BOAT LAUNCHING RAMP BETWEEN FAULKNERS HEADBOAT BUILDING AND THE
 AS5703'US COAST GUARD AUXILIARY BUILDING, 81.4 FEET (24.8 M) NORTH OF THE END
 AS5703'OF THE BOAT RAMP, 46.9 FEET (14.3 M) EAST OF THE NE CORNER OF A
 AS5703'STORAGE SHED LOCATED AT THE REAR OF FAULKNERS HEADBOAT BUILDING AND
 AS5703'17.6 FEET (5.4 M) EAST OF THE WEST SIDE OF THE TRIPLE BOAT RAMP.
 AS5703
 AS5703                          STATION RECOVERY (2010)
 AS5703
 AS5703'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 AS5703'RECOVERED IN GOOD CONDITION.
 AS5703
 AS5703                          STATION RECOVERY (2011)
 AS5703
 AS5703'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011 (ARD)
 AS5703'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
 AS5703
 AS5703                          STATION RECOVERY (2012)
 AS5703
 AS5703'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 AS5703'RECOVERED IN GOOD CONDITION.
 AS5703
 AS5703                          STATION RECOVERY (2021)
 AS5703
 AS5703'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 AS5703'STAMPING IS WORN OFF - UNREADABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DK6431 ***********************************************************************
 DK6431  DESIGNATION -  855 7380 F TIDAL
 DK6431  PID         -  DK6431
 DK6431  STATE/COUNTY-  DE/SUSSEX
 DK6431  COUNTRY     -  US
 DK6431  USGS QUAD   -  CAPE HENLOPEN (2016)
 DK6431
 DK6431                         *CURRENT SURVEY CONTROL
 DK6431  ______________________________________________________________________
 DK6431* NAD 83(1986) POSITION- 38 46 48.8    (N) 075 07 25.4    (W)   HD_HELD2
 DK6431* NAVD 88 ORTHO HEIGHT -     1.082 (meters)        3.55  (feet) ADJUSTED
 DK6431  ______________________________________________________________________
 DK6431  GEOID HEIGHT    -        -35.625 (meters)                     GEOID18
 DK6431  DYNAMIC HEIGHT  -          1.082 (meters)        3.55  (feet) COMP
 DK6431  MODELED GRAVITY -    980,039.3   (mgal)                       NAVD 88
 DK6431
 DK6431  VERT ORDER      -  SECOND    CLASS II
 DK6431
 DK6431.The horizontal coordinates were established by autonomous hand held GPS
 DK6431.observations and have an estimated accuracy of +/- 10 meters.
 DK6431
 DK6431.The orthometric height was determined by differential leveling and
 DK6431.adjusted by the NATIONAL GEODETIC SURVEY
 DK6431.in September 2008.
 DK6431
 DK6431.No vertical observational check was made to the station.
 DK6431
 DK6431.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6431.GEOID18 height accuracy estimate available here.
 DK6431
 DK6431.Click photographs - Photos may exist for this station.
 DK6431
 DK6431.The dynamic height is computed by dividing the NAVD 88
 DK6431.geopotential number by the normal gravity value computed on the
 DK6431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6431.degrees latitude (g = 980.6199 gals.).
 DK6431
 DK6431.The modeled gravity was interpolated from observed gravity values.
 DK6431
 DK6431;                    North         East    Units  Estimated Accuracy
 DK6431;SPC DE       -    86,648.      225,455.      MT  (+/- 10 meters HH2 GPS)
 DK6431
 DK6431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8925392395(NAD 83)
 DK6431
 DK6431                          SUPERSEDED SURVEY CONTROL
 DK6431
 DK6431.No superseded survey control is available for this station.
 DK6431
 DK6431_MARKER: F = FLANGE-ENCASED ROD
 DK6431_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK6431_STAMPING: 7380 F 1997
 DK6431_MARK LOGO: NOS
 DK6431_PROJECTION: FLUSH
 DK6431_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6431+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 DK6431_ROD/PIPE-DEPTH: 12.0 meters
 DK6431_SLEEVE-DEPTH  : 1 meters
 DK6431
 DK6431  HISTORY     - Date     Condition        Report By
 DK6431  HISTORY     - 1997     MONUMENTED       NOS
 DK6431  HISTORY     - 20080709 GOOD             DEDT
 DK6431  HISTORY     - 20120210 GOOD             DELCOS
 DK6431
 DK6431                          STATION DESCRIPTION
 DK6431
 DK6431'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 DK6431'THE MARK IS LOCATED ABOUT 9.5 MI (15.2 KM) NORTHEAST OF FAIRMOUNT, 4.8
 DK6431'MI (7.8 KM) NORTH-NORTHWEST OF REHOBOTH BEACH AND 0.9 MI (1.5 KM)
 DK6431'EAST-NORTHEAST OF LEWES.
 DK6431'
 DK6431'TO REACH FROM THE INTERSECTION OF KINGS HIGHWAY (US 9) AND CAPE
 DK6431'HENLOPEN DRIVE PROCEED 0.24M (0.15MI)TO THE MARK ON THE LEFT.
 DK6431'
 DK6431'THE MARK IS 48.01 M (157.5 FT) EAST-SOUTHEAST OF THE CENTERLINE OF A
 DK6431'PAVED ROAD LEADING TO PILOT'S POINT CONDOMINIUMS, 13.80 M (45.3FT)
 DK6431'NORTH-NORTHEAST OF THE CENTERLINE OF CAPE HENLOPEN DRIVE, 8.25 M
 DK6431'(27.1FT) WEST-NORTHWEST OF A STEEL SIGN STRUCTURE OVER THE ROAD.
 DK6431'
 DK6431'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DK6431
 DK6431                          STATION RECOVERY (2012)
 DK6431
 DK6431'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DK6431'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DK6430 ***********************************************************************
 DK6430  DESIGNATION -  855 7380 G TIDAL
 DK6430  PID         -  DK6430
 DK6430  STATE/COUNTY-  DE/SUSSEX
 DK6430  COUNTRY     -  US
 DK6430  USGS QUAD   -  LEWES (2016)
 DK6430
 DK6430                         *CURRENT SURVEY CONTROL
 DK6430  ______________________________________________________________________
 DK6430* NAD 83(1986) POSITION- 38 46 49.10   (N) 075 07 33.27   (W)   HD_HELD1
 DK6430* NAVD 88 ORTHO HEIGHT -     1.214 (meters)        3.98  (feet) ADJUSTED
 DK6430  ______________________________________________________________________
 DK6430  GEOID HEIGHT    -        -35.624 (meters)                     GEOID18
 DK6430  DYNAMIC HEIGHT  -          1.214 (meters)        3.98  (feet) COMP
 DK6430  MODELED GRAVITY -    980,039.2   (mgal)                       NAVD 88
 DK6430
 DK6430  VERT ORDER      -  SECOND    CLASS II
 DK6430
 DK6430.The horizontal coordinates were determined by differentially corrected
 DK6430.hand held GPS observations or other comparable positioning techniques
 DK6430.and have an estimated accuracy of +/- 3 meters.
 DK6430
 DK6430.The orthometric height was determined by differential leveling and
 DK6430.adjusted by the NATIONAL GEODETIC SURVEY
 DK6430.in September 2008.
 DK6430
 DK6430.No vertical observational check was made to the station.
 DK6430
 DK6430.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6430.GEOID18 height accuracy estimate available here.
 DK6430
 DK6430.Click photographs - Photos may exist for this station.
 DK6430
 DK6430.The dynamic height is computed by dividing the NAVD 88
 DK6430.geopotential number by the normal gravity value computed on the
 DK6430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6430.degrees latitude (g = 980.6199 gals.).
 DK6430
 DK6430.The modeled gravity was interpolated from observed gravity values.
 DK6430
 DK6430;                    North         East    Units  Estimated Accuracy
 DK6430;SPC DE       -    86,656.7     225,265.0     MT  (+/- 3 meters HH1 GPS) 
 DK6430
 DK6430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8906392404(NAD 83)
 DK6430
 DK6430                          SUPERSEDED SURVEY CONTROL
 DK6430
 DK6430.No superseded survey control is available for this station.
 DK6430
 DK6430_MARKER: F = FLANGE-ENCASED ROD
 DK6430_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DK6430_STAMPING: 7380 G 1997
 DK6430_MARK LOGO: NOS
 DK6430_PROJECTION: FLUSH
 DK6430_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6430+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 DK6430_ROD/PIPE-DEPTH: 18.2 meters
 DK6430_SLEEVE-DEPTH  : 1 meters
 DK6430
 DK6430  HISTORY     - Date     Condition        Report By
 DK6430  HISTORY     - 1997     MONUMENTED       NOS
 DK6430  HISTORY     - 20080709 GOOD             DEDT
 DK6430  HISTORY     - 20120210 GOOD             DELCOS
 DK6430  HISTORY     - 20140917 GOOD             BASE9
 DK6430
 DK6430                          STATION DESCRIPTION
 DK6430
 DK6430'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 DK6430'THE MARK IS LOCATED ABOUT 9.4 MI (15.2 KM) NORTH-NORTHEAST OF
 DK6430'FAIRMOUNT, 4.9 MI (7.9 KM) NORTH-NORTHWEST OF REHOBOTH BEACH AND 0.9
 DK6430'MI (1.4 KM) EAST-NORTHEAST OF LEWES.
 DK6430'
 DK6430'TO REACH FROM THE INTERSECTION OF KINGS HIGHWAY (US 9) AND CAPE
 DK6430'HENLOPEN DRIVE PROCEED NORTHEASTERLY 50.9M (167FT) ALONG CAPE HENLOPEN
 DK6430'DRIVE TO THE MARK ON THE LEFT.
 DK6430'
 DK6430'THE MARK IS 9.14M (30.0FT) NORTHWEST OF A UTILITY POLE (14 BPW 78033
 DK6430'12581), 13.22M NORTH-NORTHEAST OF A CONCRETE MEDIAN IN THE CENTER OF
 DK6430'CAPE HENLOPEN DRIVE, AND 2.68M (8.8FT) NORTH-NORTHEAST OF THE EDGE OF
 DK6430'THE HOT MIX PAVEMENT ON CAPE HENLOPEN DRIVE.
 DK6430'
 DK6430'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DK6430
 DK6430                          STATION RECOVERY (2012)
 DK6430
 DK6430'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DK6430'RECOVERED IN GOOD CONDITION.
 DK6430
 DK6430                          STATION RECOVERY (2014)
 DK6430
 DK6430'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2014 (DRD)
 DK6430'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AJ8038 ***********************************************************************
 AJ8038  FBN         -  This is a Federal Base Network Control Station.
 AJ8038  TIDAL BM    -  This is a Tidal Bench Mark.
 AJ8038  DESIGNATION -  855 7380 NO 20 TIDAL
 AJ8038  PID         -  AJ8038
 AJ8038  STATE/COUNTY-  DE/SUSSEX
 AJ8038  COUNTRY     -  US
 AJ8038  USGS QUAD   -  CAPE HENLOPEN (2016)
 AJ8038
 AJ8038                         *CURRENT SURVEY CONTROL
 AJ8038  ______________________________________________________________________
 AJ8038* NAD 83(2011) POSITION- 38 46 56.34852(N) 075 07 09.47704(W)   ADJUSTED
 AJ8038* NAD 83(2011) ELLIP HT-   -33.278 (meters)        (06/27/12)   ADJUSTED
 AJ8038* NAD 83(2011) EPOCH   -  2010.00
 AJ8038* NAVD 88 ORTHO HEIGHT -     2.3   (meters)        8.    (feet) GPS OBS
 AJ8038  ______________________________________________________________________
 AJ8038  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AJ8038  GEOID HEIGHT    -        -35.619 (meters)                     GEOID03
 AJ8038  GEOID HEIGHT    -        -35.624 (meters)                     GEOID18
 AJ8038  NAD 83(2011) X  -  1,278,508.197 (meters)                     COMP
 AJ8038  NAD 83(2011) Y  - -4,811,508.650 (meters)                     COMP
 AJ8038  NAD 83(2011) Z  -  3,973,487.210 (meters)                     COMP
 AJ8038  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 AJ8038
 AJ8038  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8038  Standards:
 AJ8038         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8038            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8038  -------------------------------------------------------------------
 AJ8038  NETWORK    0.49   0.84           0.21   0.19   0.43     -0.03127036
 AJ8038  -------------------------------------------------------------------
 AJ8038  Click here for local accuracies and other accuracy information.
 AJ8038
 AJ8038.The horizontal coordinates were established by GPS observations
 AJ8038.and adjusted by the National Geodetic Survey in June 2012.
 AJ8038
 AJ8038.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8038.been affixed to the stable North American tectonic plate. See 
 AJ8038.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8038
 AJ8038.The horizontal coordinates are valid at the epoch date displayed above
 AJ8038.which is a decimal equivalence of Year/Month/Day.
 AJ8038
 AJ8038.The orthometric height was determined by GPS observations and a
 AJ8038.high-resolution geoid model.
 AJ8038
 AJ8038.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8038.GEOID18 height accuracy estimate available here.
 AJ8038
 AJ8038.This Tidal Bench Mark is designated as VM 390
 AJ8038.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AJ8038
 AJ8038.Click photographs - Photos may exist for this station.
 AJ8038
 AJ8038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8038
 AJ8038.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8038
 AJ8038.The ellipsoidal height was determined by GPS observations
 AJ8038.and is referenced to NAD 83.
 AJ8038
 AJ8038. The following values were computed from the NAD 83(2011) position.
 AJ8038
 AJ8038;                    North         East     Units Scale Factor Converg.
 AJ8038;SPC DE       -    86,882.025   225,838.516   MT  1.00000322   +0 11 10.5
 AJ8038;SPC DE       -   285,045.44    740,938.53   sFT  1.00000322   +0 11 10.5
 AJ8038;UTM  18      - 4,292,627.501   489,638.095   MT  0.99960132   -0 04 29.0
 AJ8038
 AJ8038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8038!SPC DE       -   1.00000522  x   1.00000322  =   1.00000844
 AJ8038!UTM  18      -   1.00000522  x   0.99960132  =   0.99960654
 AJ8038
 AJ8038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8963892627(NAD 83)
 AJ8038
 AJ8038                          SUPERSEDED SURVEY CONTROL
 AJ8038
 AJ8038  NAD 83(2007)-  38 46 56.34860(N)    075 07 09.47780(W) AD(2002.00) 0
 AJ8038  ELLIP H (02/10/07)  -33.239  (m)                       GP(2002.00)    
 AJ8038  NAD 83(1991)-  38 46 56.34893(N)    075 07 09.47810(W) AD(       ) A
 AJ8038  ELLIP H (02/12/02)  -33.252  (m)                       GP(       ) 4 1
 AJ8038  NAVD 88 (02/12/02)    2.3    (m)  GEOID99  model used  GPS OBS        
 AJ8038
 AJ8038.Superseded values are not recommended for survey control.
 AJ8038
 AJ8038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8038.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8038
 AJ8038_MARKER: DJ = TIDAL STATION DISK
 AJ8038_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AJ8038+WITH SETTING: PAVEMENT
 AJ8038_SP_SET: FOUNDATION OF A BOLLARD
 AJ8038_STAMPING: NO 20 1975
 AJ8038_MARK LOGO: NOS
 AJ8038_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8038+STABILITY: SURFACE MOTION
 AJ8038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8038+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2023
 AJ8038
 AJ8038  HISTORY     - Date     Condition        Report By
 AJ8038  HISTORY     - 1975     MONUMENTED       NOS
 AJ8038  HISTORY     - 20000110 GOOD             NGS
 AJ8038  HISTORY     - 20050222 GOOD             DEDT
 AJ8038  HISTORY     - 20140306 GOOD             USGS
 AJ8038  HISTORY     - 20230730 GOOD             USPSQD
 AJ8038
 AJ8038                          STATION DESCRIPTION
 AJ8038
 AJ8038'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 AJ8038'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF LEWES AT THE CAPE
 AJ8038'MAY-LEWES FERRY TERMINAL, ON THE EAST SIDE OF FERRY DOCK 2 IN THE
 AJ8038'NORTHEAST SIDE OF THE CONCRETE FOUNDATION OF A METAL MOORING BOLLARD,
 AJ8038'LOCATED NORTHWEST OF THE TERMINAL FLAG POLE.  OWNERSHIP--CAPE
 AJ8038'MAY-LEWES FERRY BAY AUTHORITY.  NOTE CONTACT MR. NORMAN JACKSON.
 AJ8038'LEWES TERMINAL MANAGER ONE DAY IN ADVANCE BEFORE OCCUPYING THIS
 AJ8038'STATION.  PHONE (302) 644-7330 OR (302) 644-6028.
 AJ8038'
 AJ8038'TO REACH THE STATION FROM THE TOLL BOOTH OF THE CAPE MAY-LEWES FERRY
 AJ8038'TERMINAL, LOCATED ON STATE HIGHWAY 9 (HENLOPEN ROAD) LOCATED ABOUT 1.6
 AJ8038'KM (1.00 MI) SOUTHEAST OF LEWES.  PASS THROUGH THE TOLL BOOTH AND GO
 AJ8038'NORTHEASTERLY PASSING THE FERRY AUTHORITY BUILDING 0.16 KM (0.10 MI)
 AJ8038'TO FERRY DOCK NUMBER 2 AN A CHAIN LINK GATE ON ITS EAST SIDE WITH SIGN
 AJ8038'(AUTHORIZED PERSONNEL ONLY), PACK IN PASSING THROUGH THE GATE FOR
 AJ8038'ABOUT 15.24 M (50.00 FT) TO A METAL BOLLARD AND THE STATION IN THE
 AJ8038'NORTHEAST SIDE OF ITS CONCRETE FOUNDATION.
 AJ8038'
 AJ8038'THE STATION IS AN NOS PRIMARY BENCH MARK DISK SET FLUSH IN A DRILL
 AJ8038'HOLE ON THE NORTHEAST SIDE OF THE CONCRETE FOUNDATION OF A METAL
 AJ8038'BOLLARD.  LOCATED 14.85 M (48.72 FT) NORTH-NORTHEAST OF THE EAST GATE
 AJ8038'POST OF A CHAIN LINK FENCE, 10.67 M (35.01 FT) NORTHWEST AND ACROSS
 AJ8038'THE CHAIN LINK FENCE FROM THE TERMINALS FLAG POLE, 3.44 M (11.29 FT)
 AJ8038'EAST OF THE EAST SIDE OF THE CONCRETE WALL OF DOCK 2 AND 2.28 M
 AJ8038'(7.48 FT) NORTH OF THE NORTHWEST CORNER OF THE CHAIN LINK FENCE.
 AJ8038
 AJ8038                          STATION RECOVERY (2005)
 AJ8038
 AJ8038'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2005 (JRC)
 AJ8038'RECOVERED AS DESCRIBED.
 AJ8038
 AJ8038                          STATION RECOVERY (2014)
 AJ8038
 AJ8038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2014 (BJI)
 AJ8038'RECOVERED AS DESCRIBED
 AJ8038
 AJ8038                          STATION RECOVERY (2023)
 AJ8038
 AJ8038'RECOVERY NOTE BY US POWER SQUADRON 2023 (DMM)
 AJ8038'THE MARK IS LOCATED BEHIND A SECURE FENCE WHICH WAS NOT ACCESSIBLE.
 AJ8038'VERIFICATION OF MARK LOCATION NOTED BEHIND THE FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0088 ***********************************************************************
 HU0088  DESIGNATION -  855 7380 TIDAL 1
 HU0088  PID         -  HU0088
 HU0088  STATE/COUNTY-  DE/SUSSEX
 HU0088  COUNTRY     -  US
 HU0088  USGS QUAD   -  CAPE HENLOPEN (2016)
 HU0088
 HU0088                         *CURRENT SURVEY CONTROL
 HU0088  ______________________________________________________________________
 HU0088* NAD 83(1986) POSITION- 38 46 52.     (N) 075 07 12.     (W)   SCALED
 HU0088* NAVD 88 ORTHO HEIGHT -     2.399 (meters)        7.87  (feet) ADJUSTED
 HU0088  ______________________________________________________________________
 HU0088  GEOID HEIGHT    -        -35.625 (meters)                     GEOID18
 HU0088  DYNAMIC HEIGHT  -          2.397 (meters)        7.86  (feet) COMP
 HU0088  MODELED GRAVITY -    980,039.5   (mgal)                       NAVD 88
 HU0088
 HU0088  VERT ORDER      -  FIRST     CLASS II
 HU0088
 HU0088.The horizontal coordinates were scaled from a map and have
 HU0088.an estimated accuracy of +/- 6 seconds.
 HU0088
 HU0088.The orthometric height was determined by differential leveling and
 HU0088.adjusted by the NATIONAL GEODETIC SURVEY
 HU0088.in June 1991.
 HU0088
 HU0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0088.GEOID18 height accuracy estimate available here.
 HU0088
 HU0088.Click photographs - Photos may exist for this station.
 HU0088
 HU0088.The dynamic height is computed by dividing the NAVD 88
 HU0088.geopotential number by the normal gravity value computed on the
 HU0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0088.degrees latitude (g = 980.6199 gals.).
 HU0088
 HU0088.The modeled gravity was interpolated from observed gravity values.
 HU0088
 HU0088;                    North         East    Units  Estimated Accuracy
 HU0088;SPC DE       -    86,750.      225,780.      MT  (+/- 180 meters Scaled)
 HU0088
 HU0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH895924(NAD 83)
 HU0088
 HU0088                          SUPERSEDED SURVEY CONTROL
 HU0088
 HU0088  NGVD 29 (11/26/84)    2.632  (m)            8.64   (f) ADJUSTED    1 2
 HU0088
 HU0088.Superseded values are not recommended for survey control.
 HU0088
 HU0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0088.See file dsdata.pdf to determine how the superseded data were derived.
 HU0088
 HU0088_MARKER: DB = BENCH MARK DISK
 HU0088_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HU0088+WITH SETTING: PAVEMENT
 HU0088_SP_SET: SIGNAL TOWER BASE
 HU0088_STAMPING: 1 1948
 HU0088_MARK LOGO: CGS
 HU0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0088+STABILITY: SURFACE MOTION
 HU0088
 HU0088  HISTORY     - Date     Condition        Report By
 HU0088  HISTORY     - 1948     MONUMENTED       CGS
 HU0088  HISTORY     - 1962     GOOD             CGS
 HU0088  HISTORY     - 1963     GOOD             CGS
 HU0088  HISTORY     - 19951013 MARK NOT FOUND   NGS
 HU0088
 HU0088                          STATION DESCRIPTION
 HU0088
 HU0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0088'1.1 MI NE FROM LEWES.
 HU0088'1.1 MILE NORTHEAST OF THE POST OFFICE IN LEWES AT THE U.S. COAST
 HU0088'GUARD STATION.  125 FEET NORTHEAST OF THE NORTHEAST CORNER OF COAST
 HU0088'GUARD BUILDING, AND 51 FEET EAST OF BM 37 (1947).  SET IN A DRILL
 HU0088'HOLE IN THE TOP OF A 4 FOOT SQUARE CONCRETE BASE OF THE FORMER
 HU0088'SIGNAL TOWER (THE TOWER IS GONE) AND ABOUT 5 FEET ABOVE THE LEVEL
 HU0088'OF THE GROUND.
 HU0088
 HU0088                          STATION RECOVERY (1963)
 HU0088
 HU0088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HU0088'RECOVERED IN GOOD CONDITION.
 HU0088
 HU0088                          STATION RECOVERY (1995)
 HU0088
 HU0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 HU0088'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  THE STATION IS BELIEVIED
 HU0088'TO HAVE BEEN DESTROYED WHEN THE CAPE MAY/LEWES FERRY ADMIN. BUILDING
 HU0088'WAS BUILT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0084 ***********************************************************************
 HU0084  DESIGNATION -  855 7380 TIDAL 30
 HU0084  PID         -  HU0084
 HU0084  STATE/COUNTY-  DE/SUSSEX
 HU0084  COUNTRY     -  US
 HU0084  USGS QUAD   -  LEWES (2016)
 HU0084
 HU0084                         *CURRENT SURVEY CONTROL
 HU0084  ______________________________________________________________________
 HU0084* NAD 83(1986) POSITION- 38 46 33.1    (N) 075 08 20.5    (W)   HD_HELD2
 HU0084* NAVD 88 ORTHO HEIGHT -     5.075 (meters)       16.65  (feet) ADJUSTED
 HU0084  ______________________________________________________________________
 HU0084  GEOID HEIGHT    -        -35.626 (meters)                     GEOID18
 HU0084  DYNAMIC HEIGHT  -          5.072 (meters)       16.64  (feet) COMP
 HU0084  MODELED GRAVITY -    980,038.5   (mgal)                       NAVD 88
 HU0084
 HU0084  VERT ORDER      -  FIRST     CLASS II
 HU0084
 HU0084.The horizontal coordinates were established by autonomous hand held GPS
 HU0084.observations and have an estimated accuracy of +/- 10 meters.
 HU0084
 HU0084.The orthometric height was determined by differential leveling and
 HU0084.adjusted by the NATIONAL GEODETIC SURVEY
 HU0084.in July 2002.
 HU0084
 HU0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0084.GEOID18 height accuracy estimate available here.
 HU0084
 HU0084.Click photographs - Photos may exist for this station.
 HU0084
 HU0084.The dynamic height is computed by dividing the NAVD 88
 HU0084.geopotential number by the normal gravity value computed on the
 HU0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0084.degrees latitude (g = 980.6199 gals.).
 HU0084
 HU0084.The modeled gravity was interpolated from observed gravity values.
 HU0084
 HU0084;                    North         East    Units  Estimated Accuracy
 HU0084;SPC DE       -    86,160.      224,126.      MT  (+/- 10 meters HH2 GPS)
 HU0084
 HU0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8792391913(NAD 83)
 HU0084
 HU0084                          SUPERSEDED SURVEY CONTROL
 HU0084
 HU0084  NAVD 88 (06/15/91)    5.071  (m)           16.64   (f) SUPERSEDED  1 2
 HU0084  NGVD 29 (11/26/84)    5.307  (m)           17.41   (f) ADJUSTED    1 2
 HU0084
 HU0084.Superseded values are not recommended for survey control.
 HU0084
 HU0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0084.See file dsdata.pdf to determine how the superseded data were derived.
 HU0084
 HU0084_MARKER: DB = BENCH MARK DISK
 HU0084_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HU0084_SP_SET: BUILDING FOUNDATION
 HU0084_STAMPING: 30 1921
 HU0084_MARK LOGO: CGS
 HU0084_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0084+STABILITY: SURFACE MOTION
 HU0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0084+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2015
 HU0084
 HU0084  HISTORY     - Date     Condition        Report By
 HU0084  HISTORY     - 1921     MONUMENTED       CGS
 HU0084  HISTORY     - 1962     GOOD             CGS
 HU0084  HISTORY     - 19901102 GOOD             NGS
 HU0084  HISTORY     - 19950403 GOOD             NJGS
 HU0084  HISTORY     - 19951010 GOOD             NGS
 HU0084  HISTORY     - 20010218 GOOD             USPSQD
 HU0084  HISTORY     - 20070914 GOOD             GEOCAC
 HU0084  HISTORY     - 20090408 GOOD             GEOCAC
 HU0084  HISTORY     - 20120210 GOOD             DELCOS
 HU0084  HISTORY     - 20150718 GOOD             RODCON
 HU0084
 HU0084                          STATION DESCRIPTION
 HU0084
 HU0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0084'2.1 MI NE FROM LEWES.
 HU0084'AT LEWES, SUSSEX COUNTY, ON THE WEST SIDE OF FIRST (OR FRONT)
 HU0084'STREET, AT THE POST OFFICE AND COAST GUARD BUILDING, ABOVE THE
 HU0084'FIRST CELLAR WINDOW TO THE NORTH OF THE MAIN ENTRANCE, AND IN THE
 HU0084'TOP OF THE LIMESTONE WATER TABLE.  A STANDARD DISK, STAMPED 30
 HU0084'1921.
 HU0084
 HU0084                          STATION RECOVERY (1990)
 HU0084
 HU0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0084'IN LEWES, AT THE INTERSECTION OF FRONT AND BANK STREETS, IN THE NORTH
 HU0084'CONCRETE FOUNDATION OF THE POST OFFICE, 16.0 M (52.5 FT) SOUTHEAST OF
 HU0084'THE CENTER OF BANK STREET, 8.4 M (27.6 FT) SOUTHWEST OF THE
 HU0084'CENTERLINE OF FRONT STREET, 2.9 M (9.5 FT) NORTHWEST OF THE CENTER OF
 HU0084'THE MAIN ENTRANCE TO THE BUILDING, AND 1.0 M (3.3 FT) ABOVE THE
 HU0084'GROUND SURFACE.
 HU0084
 HU0084                          STATION RECOVERY (1995)
 HU0084
 HU0084'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 HU0084'RECOVERED AS DESCRIBED.
 HU0084
 HU0084                          STATION RECOVERY (1995)
 HU0084
 HU0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 HU0084'RECOVERED AS DESCRIBED.
 HU0084
 HU0084                          STATION RECOVERY (2001)
 HU0084
 HU0084'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HU0084'RECOVERED IN GOOD CONDITION.
 HU0084
 HU0084                          STATION RECOVERY (2007)
 HU0084
 HU0084'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 HU0084'RECOVERED IN GOOD CONDITION.
 HU0084
 HU0084                          STATION RECOVERY (2009)
 HU0084
 HU0084'RECOVERY NOTE BY GEOCACHING 2009 (DPB)
 HU0084'RECOVERED IN GOOD CONDITION.
 HU0084
 HU0084                          STATION RECOVERY (2012)
 HU0084
 HU0084'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0084'RECOVERED IN GOOD CONDITION.
 HU0084
 HU0084                          STATION RECOVERY (2015)
 HU0084
 HU0084'RECOVERY NOTE BY RODGERS CONSULTING INC 2015 (JMB)
 HU0084'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1204 ***********************************************************************
 HU1204  DESIGNATION -  855 7380 TIDAL 32
 HU1204  PID         -  HU1204
 HU1204  STATE/COUNTY-  DE/SUSSEX
 HU1204  COUNTRY     -  US
 HU1204  USGS QUAD   -  LEWES (2016)
 HU1204
 HU1204                         *CURRENT SURVEY CONTROL
 HU1204  ______________________________________________________________________
 HU1204* NAD 83(1986) POSITION- 38 46 31.4    (N) 075 08 15.9    (W)   HD_HELD2
 HU1204* NAVD 88 ORTHO HEIGHT -     3.19  (+/-2cm)       10.5   (feet) VERTCON3
 HU1204  ______________________________________________________________________
 HU1204  GEOID HEIGHT    -        -35.627 (meters)                     GEOID18
 HU1204  VERT ORDER      -  THIRD (See Below)
 HU1204
 HU1204.The horizontal coordinates were established by autonomous hand held GPS
 HU1204.observations and have an estimated accuracy of +/- 10 meters.
 HU1204
 HU1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1204
 HU1204.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1204.GEOID18 height accuracy estimate available here.
 HU1204
 HU1204.The vertical order pertains to the NGVD 29 superseded value.
 HU1204
 HU1204.Click photographs - Photos may exist for this station.
 HU1204
 HU1204;                    North         East    Units  Estimated Accuracy
 HU1204;SPC DE       -    86,108.      224,238.      MT  (+/- 10 meters HH2 GPS)
 HU1204
 HU1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8803491860(NAD 83)
 HU1204
 HU1204                          SUPERSEDED SURVEY CONTROL
 HU1204
 HU1204  NGVD 29 (??/??/??)    3.42   (m)           11.2    (f) RESET       3  
 HU1204
 HU1204.Superseded values are not recommended for survey control.
 HU1204
 HU1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1204.See file dsdata.pdf to determine how the superseded data were derived.
 HU1204
 HU1204_MARKER: DV = VERTICAL CONTROL DISK
 HU1204_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HU1204_SP_SET: RETAINING WALL
 HU1204_STAMPING: TIDAL 32 RESET 1981
 HU1204_MARK LOGO: NGS
 HU1204_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1204+STABILITY: SURFACE MOTION
 HU1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1204+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 HU1204
 HU1204  HISTORY     - Date     Condition        Report By
 HU1204  HISTORY     - 1981     MONUMENTED       NGS
 HU1204  HISTORY     - 1987     GOOD             USPSQD
 HU1204  HISTORY     - 19950403 GOOD             NJGS
 HU1204  HISTORY     - 20010218 GOOD             USPSQD
 HU1204  HISTORY     - 20070914 GOOD             GEOCAC
 HU1204  HISTORY     - 20090408 GOOD             GEOCAC
 HU1204  HISTORY     - 20120210 GOOD             DELCOS
 HU1204  HISTORY     - 20150718 GOOD             RODCON
 HU1204
 HU1204                          STATION DESCRIPTION
 HU1204
 HU1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HU1204'AT LEWES.
 HU1204'AT LEWES SEWER PUMPING STATION WHICH IS IN THE SOUTHEAST ANGLE OF
 HU1204'THE INTERSECTION OF SAVANNAH RD. AND GILLS NECK RD. ABOUT 50 YARDS
 HU1204'WEST OF THE LEWIS-REHOBOTH CANAL, 19.9 METERS (65.2 FT) SOUTHEAST
 HU1204'OF THE CENTER OF SAVANNAH RD., 18.0 METERS (59.0 FT) NORTHEAST
 HU1204'OF THE CENTER OF GILLS NECK RD., 16.0 METERS (52.5 FT) SOUTH OF
 HU1204'A POWERLINE POLE NUMBERED 57, 13.7 METERS SOUTHEAST OF A POWERLINE
 HU1204'POLE WITH TWO TRANSFORMERS, 7.0 METERS WEST NORTHWEST OF THE SOUTH-
 HU1204'WEST CORNER OF THE PUMPING STATION HOUSE AND 2.8 METERS SOUTHWEST OF
 HU1204'THE NORTHWEST CORNER OF THE PUPING STATION HOUSE AND IN THE MOST NORTH
 HU1204'-WEST CORNER OF A CONCRETE RETAINING WALL.
 HU1204
 HU1204                          STATION RECOVERY (1987)
 HU1204
 HU1204'RECOVERY NOTE BY US POWER SQUADRON 1987 (OPE)
 HU1204'RECOVERED IN GOOD CONDITION.
 HU1204
 HU1204                          STATION RECOVERY (1995)
 HU1204
 HU1204'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 HU1204'RECOVERED AS DESCRIBED.
 HU1204
 HU1204                          STATION RECOVERY (2001)
 HU1204
 HU1204'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HU1204'RECOVERED IN GOOD CONDITION.
 HU1204
 HU1204                          STATION RECOVERY (2007)
 HU1204
 HU1204'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 HU1204'RECOVERED IN GOOD CONDITION.
 HU1204
 HU1204                          STATION RECOVERY (2009)
 HU1204
 HU1204'RECOVERY NOTE BY GEOCACHING 2009 (DPB)
 HU1204'RECOVERED IN GOOD CONDITION.
 HU1204
 HU1204                          STATION RECOVERY (2012)
 HU1204
 HU1204'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU1204'RECOVERED IN GOOD CONDITION.
 HU1204
 HU1204                          STATION RECOVERY (2015)
 HU1204
 HU1204'RECOVERY NOTE BY RODGERS CONSULTING INC 2015 (JMB)
 HU1204'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0094 ***********************************************************************
 HU0094  TIDAL BM    -  This is a Tidal Bench Mark.
 HU0094  DESIGNATION -  855 7380 TIDAL 36
 HU0094  PID         -  HU0094
 HU0094  STATE/COUNTY-  DE/SUSSEX
 HU0094  COUNTRY     -  US
 HU0094  USGS QUAD   -  CAPE HENLOPEN (2016)
 HU0094
 HU0094                         *CURRENT SURVEY CONTROL
 HU0094  ______________________________________________________________________
 HU0094* NAD 83(1986) POSITION- 38 47 11.     (N) 075 06 05.     (W)   SCALED
 HU0094* NAVD 88 ORTHO HEIGHT -     3.001 (meters)        9.85  (feet) ADJUSTED
 HU0094  ______________________________________________________________________
 HU0094  GEOID HEIGHT    -        -35.624 (meters)                     GEOID18
 HU0094  DYNAMIC HEIGHT  -          3.000 (meters)        9.84  (feet) COMP
 HU0094  MODELED GRAVITY -    980,040.1   (mgal)                       NAVD 88
 HU0094
 HU0094  VERT ORDER      -  FIRST     CLASS II
 HU0094
 HU0094.The horizontal coordinates were scaled from a map and have
 HU0094.an estimated accuracy of +/- 6 seconds.
 HU0094
 HU0094.The orthometric height was determined by differential leveling and
 HU0094.adjusted by the NATIONAL GEODETIC SURVEY
 HU0094.in June 1991.
 HU0094
 HU0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0094.GEOID18 height accuracy estimate available here.
 HU0094
 HU0094.This Tidal Bench Mark is designated as VM 393
 HU0094.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 HU0094
 HU0094.Click photographs - Photos may exist for this station.
 HU0094
 HU0094.The dynamic height is computed by dividing the NAVD 88
 HU0094.geopotential number by the normal gravity value computed on the
 HU0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0094.degrees latitude (g = 980.6199 gals.).
 HU0094
 HU0094.The modeled gravity was interpolated from observed gravity values.
 HU0094
 HU0094;                    North         East    Units  Estimated Accuracy
 HU0094;SPC DE       -    87,340.      227,390.      MT  (+/- 180 meters Scaled)
 HU0094
 HU0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH911930(NAD 83)
 HU0094
 HU0094                          SUPERSEDED SURVEY CONTROL
 HU0094
 HU0094  NGVD 29 (11/26/84)    3.232  (m)           10.60   (f) ADJUSTED    1 2
 HU0094
 HU0094.Superseded values are not recommended for survey control.
 HU0094
 HU0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0094.See file dsdata.pdf to determine how the superseded data were derived.
 HU0094
 HU0094_MARKER: DB = BENCH MARK DISK
 HU0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0094_SP_SET: FOUNDATION
 HU0094_STAMPING: 36 1947
 HU0094_MARK LOGO: CGS
 HU0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0094
 HU0094  HISTORY     - Date     Condition        Report By
 HU0094  HISTORY     - 1947     MONUMENTED       CGS
 HU0094  HISTORY     - 1962     GOOD             CGS
 HU0094  HISTORY     - 19951010 MARK NOT FOUND   NGS
 HU0094
 HU0094                          STATION DESCRIPTION
 HU0094
 HU0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0094'AT FORT MILES.
 HU0094'61 FEET EAST OF THE CENTERLINE OF DOCK ROAD, THE ROAD LEADING TO
 HU0094'THE PIER AND SET IN A DRAIL HOLE IN THE TOP AND AT THE NORTHEAST
 HU0094'CORNER OF THE CONCRETE FOUNDATON OF BUILDING NO 422 (LOADING
 HU0094'ROOM) ABOUT LEVEL WITH THE GROUND.
 HU0094
 HU0094                          STATION RECOVERY (1995)
 HU0094
 HU0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 HU0094'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  THERE IS ALOT OF
 HU0094'CONSTRUCTION IN THE AREA, BUILDING 422 HAS BEEN DESTROYED AND IT IS
 HU0094'BELIEVED THE STATION TOO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0087 ***********************************************************************
 HU0087  TIDAL BM    -  This is a Tidal Bench Mark.
 HU0087  DESIGNATION -  855 7380 TIDAL 37
 HU0087  PID         -  HU0087
 HU0087  STATE/COUNTY-  DE/SUSSEX
 HU0087  COUNTRY     -  US
 HU0087  USGS QUAD   -  CAPE HENLOPEN (2016)
 HU0087
 HU0087                         *CURRENT SURVEY CONTROL
 HU0087  ______________________________________________________________________
 HU0087* NAD 83(1986) POSITION- 38 46 52.     (N) 075 07 11.     (W)   SCALED
 HU0087* NAVD 88 ORTHO HEIGHT -     2.450 (meters)        8.04  (feet) ADJUSTED
 HU0087  ______________________________________________________________________
 HU0087  GEOID HEIGHT    -        -35.625 (meters)                     GEOID18
 HU0087  DYNAMIC HEIGHT  -          2.449 (meters)        8.03  (feet) COMP
 HU0087  MODELED GRAVITY -    980,039.5   (mgal)                       NAVD 88
 HU0087
 HU0087  VERT ORDER      -  FIRST     CLASS II
 HU0087
 HU0087.The horizontal coordinates were scaled from a map and have
 HU0087.an estimated accuracy of +/- 6 seconds.
 HU0087
 HU0087.The orthometric height was determined by differential leveling and
 HU0087.adjusted by the NATIONAL GEODETIC SURVEY
 HU0087.in June 1991.
 HU0087
 HU0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0087.GEOID18 height accuracy estimate available here.
 HU0087
 HU0087.This Tidal Bench Mark is designated as VM 399
 HU0087.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 HU0087
 HU0087.Click photographs - Photos may exist for this station.
 HU0087
 HU0087.The dynamic height is computed by dividing the NAVD 88
 HU0087.geopotential number by the normal gravity value computed on the
 HU0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0087.degrees latitude (g = 980.6199 gals.).
 HU0087
 HU0087.The modeled gravity was interpolated from observed gravity values.
 HU0087
 HU0087;                    North         East    Units  Estimated Accuracy
 HU0087;SPC DE       -    86,750.      225,800.      MT  (+/- 180 meters Scaled)
 HU0087
 HU0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH896924(NAD 83)
 HU0087
 HU0087                          SUPERSEDED SURVEY CONTROL
 HU0087
 HU0087  NGVD 29 (11/26/84)    2.683  (m)            8.80   (f) ADJUSTED    1 2
 HU0087
 HU0087.Superseded values are not recommended for survey control.
 HU0087
 HU0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0087.See file dsdata.pdf to determine how the superseded data were derived.
 HU0087
 HU0087_MARKER: DB = BENCH MARK DISK
 HU0087_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HU0087+WITH SETTING: PAVEMENT
 HU0087_SP_SET: FLAGPOLE BASE
 HU0087_STAMPING: 37 1947
 HU0087_MARK LOGO: CGS
 HU0087_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0087+STABILITY: SURFACE MOTION
 HU0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0087+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2001
 HU0087
 HU0087  HISTORY     - Date     Condition        Report By
 HU0087  HISTORY     - 1947     MONUMENTED       CGS
 HU0087  HISTORY     - 1962     GOOD             CGS
 HU0087  HISTORY     - 1987     GOOD             USPSQD
 HU0087  HISTORY     - 19951010 GOOD             NGS
 HU0087  HISTORY     - 20010218 GOOD             USPSQD
 HU0087  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 HU0087
 HU0087                          STATION DESCRIPTION
 HU0087
 HU0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0087'1.1 MI NE FROM LEWES.
 HU0087'1 BLOCK SOUTHEAST OF THE POST OFFICE IN LEWES TO THE SAVANNAH ROAD
 HU0087'THENCE 0.5 MILE NORTHEAST ON THE SAVANNAH ROAD TO THE JUNCTION
 HU0087'WITH THE ROAD TO FORT MILES THENCE 0.6 MILE EAST ON THE ROAD TO
 HU0087'FORT MILES TO THE U.S. COAST GUARD STATION.  SET IN A DRILL HOLE IN
 HU0087'THE CENTER OF THE SOUTHWEST CONCRETE FOUNDATION SUPPORTING THE STEEL
 HU0087'FLAG POLE MAST AT THE U.S. COAST STATION.
 HU0087
 HU0087                          STATION RECOVERY (1987)
 HU0087
 HU0087'RECOVERY NOTE BY US POWER SQUADRON 1987 (DAP)
 HU0087'RECOVERED IN GOOD CONDITION.
 HU0087
 HU0087                          STATION RECOVERY (1995)
 HU0087
 HU0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 HU0087'RECOVERED IN GOOD CONDITION.  NOTE--ADD THE STATION IS LOCATED ON THE
 HU0087'PROPERTY OF THE HARBOR PILOTS ASSOCIATION BASE, FORMERLY THE US COAST
 HU0087'GUARD BASE.  IT IS IN THE BASE OF A FORMER FLAG POLE MAST 0.2 FT (0.06
 HU0087'M) BELOW THE GROUND, 102.0 FT (31.1 M) NORTH OF THE NORTHEAST CORNER
 HU0087'OF THE PILOTS RESIDENCE, 89.2 FT (27.2 M) NORTHEAST OF THE NORTHEAST
 HU0087'CORNER OF THE CONCRETE FLAG POLE FOUNDATION, 63.9 FT (19.5 M) EAST OF
 HU0087'A WALKWAY LEADIHG TO THE DOCK, AND 28.5 FT (8.7 M) WEST OF A CHAIN
 HU0087'LINK FENCE ALONG THE EAST SIDE OF THE BASE.  IT SHOULD ALSO BE NOTED
 HU0087'THAT THE RESIDENCE THOUGHT THAT SOME OF THE FOUNDATIONS MAY HAVE BEEN
 HU0087'HIT BY A DULLDOZER DURING SOME CONSTRUCTION.
 HU0087
 HU0087                          STATION RECOVERY (2001)
 HU0087
 HU0087'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HU0087'RECOVERED IN GOOD CONDITION.
 HU0087
 HU0087                          STATION RECOVERY (2001)
 HU0087
 HU0087'RECOVERY NOTE BY US POWER SQUADRON 2001 (RK)
 HU0087'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0089 ***********************************************************************
 HU0089  TIDAL BM    -  This is a Tidal Bench Mark.
 HU0089  DESIGNATION -  855 7380 TIDAL 39
 HU0089  PID         -  HU0089
 HU0089  STATE/COUNTY-  DE/SUSSEX
 HU0089  COUNTRY     -  US
 HU0089  USGS QUAD   -  CAPE HENLOPEN (2016)
 HU0089
 HU0089                         *CURRENT SURVEY CONTROL
 HU0089  ______________________________________________________________________
 HU0089* NAD 83(1986) POSITION- 38 46 55.     (N) 075 06 52.     (W)   SCALED
 HU0089* NAVD 88 ORTHO HEIGHT -     1.287 (meters)        4.22  (feet) ADJUSTED
 HU0089  ______________________________________________________________________
 HU0089  GEOID HEIGHT    -        -35.625 (meters)                     GEOID18
 HU0089  DYNAMIC HEIGHT  -          1.286 (meters)        4.22  (feet) COMP
 HU0089  MODELED GRAVITY -    980,039.7   (mgal)                       NAVD 88
 HU0089
 HU0089  VERT ORDER      -  FIRST     CLASS II
 HU0089
 HU0089.The horizontal coordinates were scaled from a map and have
 HU0089.an estimated accuracy of +/- 6 seconds.
 HU0089
 HU0089.The orthometric height was determined by differential leveling and
 HU0089.adjusted by the NATIONAL GEODETIC SURVEY
 HU0089.in June 1991.
 HU0089
 HU0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0089.GEOID18 height accuracy estimate available here.
 HU0089
 HU0089.This Tidal Bench Mark is designated as VM 392
 HU0089.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 HU0089
 HU0089.Click photographs - Photos may exist for this station.
 HU0089
 HU0089.The dynamic height is computed by dividing the NAVD 88
 HU0089.geopotential number by the normal gravity value computed on the
 HU0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0089.degrees latitude (g = 980.6199 gals.).
 HU0089
 HU0089.The modeled gravity was interpolated from observed gravity values.
 HU0089
 HU0089;                    North         East    Units  Estimated Accuracy
 HU0089;SPC DE       -    86,840.      226,260.      MT  (+/- 180 meters Scaled)
 HU0089
 HU0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH900925(NAD 83)
 HU0089
 HU0089                          SUPERSEDED SURVEY CONTROL
 HU0089
 HU0089  NGVD 29 (11/26/84)    1.520  (m)            4.99   (f) ADJUSTED    1 2
 HU0089
 HU0089.Superseded values are not recommended for survey control.
 HU0089
 HU0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0089.See file dsdata.pdf to determine how the superseded data were derived.
 HU0089
 HU0089_MARKER: DB = BENCH MARK DISK
 HU0089_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HU0089_SP_SET: BLOCK
 HU0089_STAMPING: NO 39 1947
 HU0089_MARK LOGO: CGS
 HU0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0089
 HU0089  HISTORY     - Date     Condition        Report By
 HU0089  HISTORY     - 1947     MONUMENTED       CGS
 HU0089  HISTORY     - 1962     GOOD             CGS
 HU0089  HISTORY     - 19951013 MARK NOT FOUND   NGS
 HU0089  HISTORY     - 20080917 MARK NOT FOUND   GEOCAC
 HU0089
 HU0089                          STATION DESCRIPTION
 HU0089
 HU0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0089'0.7 MI NE FROM LEWES.
 HU0089'0.4 MILE EAST ON BLACKTOPPED ROAD FROM THE U.S. COAST GUARD
 HU0089'STATION.  97.5 FEET EAST-SOUTHEAST OF POWERLINE POLE NO 35, 73
 HU0089'FEET WEST SOUTHWEST OF POWERLINE POLE 36, 50.5 FEET NORTH AND
 HU0089'ACROSS THE ROAD FROM A FIRE HYDRANT, 42.5 FEET SOUTH OF FENCE WITH
 HU0089'A METAL WITNESS PLATE FASTENED TO IT AT THIS POINT AND 6.5 FEET
 HU0089'NORTH OF THE NORTH EDGE OF THE PAVEMENT.  SET IN A DRILL HOLE IN
 HU0089'THE CENTER OF A 1 FOOT BY 7 FOOT CONCRETE BLOCK.
 HU0089
 HU0089                          STATION RECOVERY (1995)
 HU0089
 HU0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 HU0089'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED TO HAVE
 HU0089'BEEN DESTROYED WHEN THE ROAD WAS WIDENED.
 HU0089
 HU0089                          STATION RECOVERY (2008)
 HU0089
 HU0089'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 HU0089'AREA APPREARS TO HAVE BEEN REGRADED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0093 ***********************************************************************
 HU0093  DESIGNATION -  855 7380 TIDAL 40
 HU0093  PID         -  HU0093
 HU0093  STATE/COUNTY-  DE/SUSSEX
 HU0093  COUNTRY     -  US
 HU0093  USGS QUAD   -  CAPE HENLOPEN (2016)
 HU0093
 HU0093                         *CURRENT SURVEY CONTROL
 HU0093  ______________________________________________________________________
 HU0093* NAD 83(1986) POSITION- 38 47 11.     (N) 075 06 05.     (W)   SCALED
 HU0093* NAVD 88 ORTHO HEIGHT -     2.940 (meters)        9.65  (feet) ADJUSTED
 HU0093  ______________________________________________________________________
 HU0093  GEOID HEIGHT    -        -35.624 (meters)                     GEOID18
 HU0093  DYNAMIC HEIGHT  -          2.938 (meters)        9.64  (feet) COMP
 HU0093  MODELED GRAVITY -    980,040.1   (mgal)                       NAVD 88
 HU0093
 HU0093  VERT ORDER      -  FIRST     CLASS II
 HU0093
 HU0093.The horizontal coordinates were scaled from a map and have
 HU0093.an estimated accuracy of +/- 6 seconds.
 HU0093
 HU0093.The orthometric height was determined by differential leveling and
 HU0093.adjusted by the NATIONAL GEODETIC SURVEY
 HU0093.in July 2002.
 HU0093
 HU0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0093.GEOID18 height accuracy estimate available here.
 HU0093
 HU0093.Click photographs - Photos may exist for this station.
 HU0093
 HU0093.The dynamic height is computed by dividing the NAVD 88
 HU0093.geopotential number by the normal gravity value computed on the
 HU0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0093.degrees latitude (g = 980.6199 gals.).
 HU0093
 HU0093.The modeled gravity was interpolated from observed gravity values.
 HU0093
 HU0093;                    North         East    Units  Estimated Accuracy
 HU0093;SPC DE       -    87,340.      227,390.      MT  (+/- 180 meters Scaled)
 HU0093
 HU0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH911930(NAD 83)
 HU0093
 HU0093                          SUPERSEDED SURVEY CONTROL
 HU0093
 HU0093  NAVD 88 (06/15/91)    2.951  (m)            9.68   (f) SUPERSEDED  1 2
 HU0093  NGVD 29 (11/26/84)    3.183  (m)           10.44   (f) ADJUSTED    1 2
 HU0093
 HU0093.Superseded values are not recommended for survey control.
 HU0093
 HU0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0093.See file dsdata.pdf to determine how the superseded data were derived.
 HU0093
 HU0093_MARKER: DB = BENCH MARK DISK
 HU0093_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HU0093_SP_SET: VALVE HOUSING
 HU0093_STAMPING: NO 40 1952
 HU0093_MARK LOGO: CGS
 HU0093_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0093+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1995
 HU0093
 HU0093  HISTORY     - Date     Condition        Report By
 HU0093  HISTORY     - 1952     MONUMENTED       CGS
 HU0093  HISTORY     - 1962     GOOD             CGS
 HU0093  HISTORY     - 1987     GOOD             USPSQD
 HU0093  HISTORY     - 19951010 GOOD             NGS
 HU0093  HISTORY     - 20010218 GOOD             USPSQD
 HU0093  HISTORY     - 20120214 MARK NOT FOUND   DELCOS
 HU0093
 HU0093                          STATION DESCRIPTION
 HU0093
 HU0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0093'AT FORT MILES.
 HU0093'18 FEET EAST OF THE CENTERLINE OF DOCK ROAD, 12 FEET SOUTHEAST OF
 HU0093'THE SOUTHEAST END OF THE PIER AND SET IN A DRILL HOLE IN THE TOP
 HU0093'AND 2 FEET WEST OF THE SOUTHWEST CORNER OF THE LOWER PART OF THE
 HU0093'CONCRETE CAP ON THE VALVE HOUSING.  THE STRUCTURE IS NO 427.  THE
 HU0093'MARK IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 HU0093
 HU0093                          STATION RECOVERY (1987)
 HU0093
 HU0093'RECOVERY NOTE BY US POWER SQUADRON 1987 (OPE)
 HU0093'RECOVERED IN GOOD CONDITION.
 HU0093
 HU0093                          STATION RECOVERY (1995)
 HU0093
 HU0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 HU0093'RECOVERED AS DESCRIBED, AND STRUCTURE NO 427 IS HOSS TACKLE SHOP.
 HU0093
 HU0093                          STATION RECOVERY (2001)
 HU0093
 HU0093'RECOVERY NOTE BY US POWER SQUADRON 2001 (KAC)
 HU0093'RECOVERED IN GOOD CONDITION.
 HU0093
 HU0093                          STATION RECOVERY (2012)
 HU0093
 HU0093'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0093'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0092 ***********************************************************************
 HU0092  DESIGNATION -  855 7380 TIDAL 41
 HU0092  PID         -  HU0092
 HU0092  STATE/COUNTY-  DE/SUSSEX
 HU0092  COUNTRY     -  US
 HU0092  USGS QUAD   -  CAPE HENLOPEN (2016)
 HU0092
 HU0092                         *CURRENT SURVEY CONTROL
 HU0092  ______________________________________________________________________
 HU0092* NAD 83(1986) POSITION- 38 47 12.     (N) 075 06 06.     (W)   SCALED
 HU0092* NAVD 88 ORTHO HEIGHT -     3.958 (meters)       12.99  (feet) ADJUSTED
 HU0092  ______________________________________________________________________
 HU0092  GEOID HEIGHT    -        -35.623 (meters)                     GEOID18
 HU0092  DYNAMIC HEIGHT  -          3.956 (meters)       12.98  (feet) COMP
 HU0092  MODELED GRAVITY -    980,040.1   (mgal)                       NAVD 88
 HU0092
 HU0092  VERT ORDER      -  FIRST     CLASS II
 HU0092
 HU0092.The horizontal coordinates were scaled from a map and have
 HU0092.an estimated accuracy of +/- 6 seconds.
 HU0092
 HU0092.The orthometric height was determined by differential leveling and
 HU0092.adjusted by the NATIONAL GEODETIC SURVEY
 HU0092.in June 1991.
 HU0092
 HU0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0092.GEOID18 height accuracy estimate available here.
 HU0092
 HU0092.Click photographs - Photos may exist for this station.
 HU0092
 HU0092.The dynamic height is computed by dividing the NAVD 88
 HU0092.geopotential number by the normal gravity value computed on the
 HU0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0092.degrees latitude (g = 980.6199 gals.).
 HU0092
 HU0092.The modeled gravity was interpolated from observed gravity values.
 HU0092
 HU0092;                    North         East    Units  Estimated Accuracy
 HU0092;SPC DE       -    87,370.      227,370.      MT  (+/- 180 meters Scaled)
 HU0092
 HU0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH911931(NAD 83)
 HU0092
 HU0092                          SUPERSEDED SURVEY CONTROL
 HU0092
 HU0092  NGVD 29 (11/26/84)    4.190  (m)           13.75   (f) ADJUSTED    1 2
 HU0092
 HU0092.Superseded values are not recommended for survey control.
 HU0092
 HU0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0092.See file dsdata.pdf to determine how the superseded data were derived.
 HU0092
 HU0092_MARKER: DB = BENCH MARK DISK
 HU0092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0092_SP_SET: FOUNDATION
 HU0092_STAMPING: NO 41 1952
 HU0092_MARK LOGO: CGS
 HU0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0092
 HU0092  HISTORY     - Date     Condition        Report By
 HU0092  HISTORY     - 1952     MONUMENTED       CGS
 HU0092  HISTORY     - 1962     GOOD             CGS
 HU0092  HISTORY     - 1987     GOOD             USPSQD
 HU0092  HISTORY     - 19951010 MARK NOT FOUND   NGS
 HU0092
 HU0092                          STATION DESCRIPTION
 HU0092
 HU0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0092'AT FORT MILES.
 HU0092'51 FEET EAST OF THE CENTERLINE OF DOCK ROAD, THE ROAD LEADING TO
 HU0092'THE PIER AND SET IN A DRILL HOLE IN THE TOP JUST EAST OF THE
 HU0092'NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF BUILDING NO T-402,
 HU0092'(CABLE TANK), ABOUT 2.5 FEET ABOVE THE LEVEL OF THE GROUND.
 HU0092
 HU0092                          STATION RECOVERY (1987)
 HU0092
 HU0092'RECOVERY NOTE BY US POWER SQUADRON 1987 (OPE)
 HU0092'RECOVERED IN GOOD CONDITION.
 HU0092
 HU0092                          STATION RECOVERY (1995)
 HU0092
 HU0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 HU0092'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  THERE WAS ONGOING
 HU0092'CONSTRUCTION IN THE AREA, BUILDING T-402 WAS NOT FOUND AND IS
 HU0092'CONSIDERED DESTROYED ALONG WITH THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0091 ***********************************************************************
 HU0091  DESIGNATION -  855 7380 TIDAL 42
 HU0091  PID         -  HU0091
 HU0091  STATE/COUNTY-  DE/SUSSEX
 HU0091  COUNTRY     -  US
 HU0091  USGS QUAD   -  CAPE HENLOPEN (2016)
 HU0091
 HU0091                         *CURRENT SURVEY CONTROL
 HU0091  ______________________________________________________________________
 HU0091* NAD 83(1986) POSITION- 38 47 11.     (N) 075 06 06.     (W)   SCALED
 HU0091* NAVD 88 ORTHO HEIGHT -     3.288 (meters)       10.79  (feet) ADJUSTED
 HU0091  ______________________________________________________________________
 HU0091  GEOID HEIGHT    -        -35.624 (meters)                     GEOID18
 HU0091  DYNAMIC HEIGHT  -          3.286 (meters)       10.78  (feet) COMP
 HU0091  MODELED GRAVITY -    980,040.1   (mgal)                       NAVD 88
 HU0091
 HU0091  VERT ORDER      -  FIRST     CLASS II
 HU0091
 HU0091.The horizontal coordinates were scaled from a map and have
 HU0091.an estimated accuracy of +/- 6 seconds.
 HU0091
 HU0091.The orthometric height was determined by differential leveling and
 HU0091.adjusted by the NATIONAL GEODETIC SURVEY
 HU0091.in June 1991.
 HU0091
 HU0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0091.GEOID18 height accuracy estimate available here.
 HU0091
 HU0091.Click photographs - Photos may exist for this station.
 HU0091
 HU0091.The dynamic height is computed by dividing the NAVD 88
 HU0091.geopotential number by the normal gravity value computed on the
 HU0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0091.degrees latitude (g = 980.6199 gals.).
 HU0091
 HU0091.The modeled gravity was interpolated from observed gravity values.
 HU0091
 HU0091;                    North         East    Units  Estimated Accuracy
 HU0091;SPC DE       -    87,340.      227,370.      MT  (+/- 180 meters Scaled)
 HU0091
 HU0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH911930(NAD 83)
 HU0091
 HU0091                          SUPERSEDED SURVEY CONTROL
 HU0091
 HU0091  NGVD 29 (11/26/84)    3.520  (m)           11.55   (f) ADJUSTED    1 2
 HU0091
 HU0091.Superseded values are not recommended for survey control.
 HU0091
 HU0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0091.See file dsdata.pdf to determine how the superseded data were derived.
 HU0091
 HU0091_MARKER: DB = BENCH MARK DISK
 HU0091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0091_SP_SET: FOUNDATION
 HU0091_STAMPING: NO 42 1952
 HU0091_MARK LOGO: CGS
 HU0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0091
 HU0091  HISTORY     - Date     Condition        Report By
 HU0091  HISTORY     - 1952     MONUMENTED       CGS
 HU0091  HISTORY     - 1962     GOOD             CGS
 HU0091  HISTORY     - 1987     GOOD             USPSQD
 HU0091  HISTORY     - 19951010 MARK NOT FOUND   NGS
 HU0091
 HU0091                          STATION DESCRIPTION
 HU0091
 HU0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0091'AT FORT MILES.
 HU0091'48 FEET WEST OF THE CENTERLINE OF DOCK ROAD, THE ROAD LEADING TO
 HU0091'THE PIER AND SET IN A DRILL HOLE IN THE TOP AT THE NORTHWEST
 HU0091'CORNER OF THE CONCRETE FOUNDATION OF BUILDING NO T-421 ABOUT 2.5
 HU0091'FEET ABOVE THE LEVEL OF THE GROUND.
 HU0091
 HU0091                          STATION RECOVERY (1987)
 HU0091
 HU0091'RECOVERY NOTE BY US POWER SQUADRON 1987 (OPE)
 HU0091'RECOVERED IN GOOD CONDITION.
 HU0091
 HU0091                          STATION RECOVERY (1995)
 HU0091
 HU0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 HU0091'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  THERE WAS ALOT OF
 HU0091'CONSTRUCTION IN THE AREA, BUILDING T-421 HAD BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0086 ***********************************************************************
 HU0086  DESIGNATION -  855 7380 TIDAL CHIS SQ
 HU0086  PID         -  HU0086
 HU0086  STATE/COUNTY-  DE/SUSSEX
 HU0086  COUNTRY     -  US
 HU0086  USGS QUAD   -  LEWES (2016)
 HU0086
 HU0086                         *CURRENT SURVEY CONTROL
 HU0086  ______________________________________________________________________
 HU0086* NAD 83(1986) POSITION- 38 46 50.     (N) 075 07 56.     (W)   SCALED
 HU0086* NAVD 88 ORTHO HEIGHT -     1.494 (meters)        4.90  (feet) ADJUSTED
 HU0086  ______________________________________________________________________
 HU0086  GEOID HEIGHT    -        -35.623 (meters)                     GEOID18
 HU0086  DYNAMIC HEIGHT  -          1.493 (meters)        4.90  (feet) COMP
 HU0086  MODELED GRAVITY -    980,039.2   (mgal)                       NAVD 88
 HU0086
 HU0086  VERT ORDER      -  FIRST     CLASS II
 HU0086
 HU0086.The horizontal coordinates were scaled from a map and have
 HU0086.an estimated accuracy of +/- 6 seconds.
 HU0086
 HU0086.The orthometric height was determined by differential leveling and
 HU0086.adjusted by the NATIONAL GEODETIC SURVEY
 HU0086.in June 1991.
 HU0086
 HU0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0086.GEOID18 height accuracy estimate available here.
 HU0086
 HU0086.Click photographs - Photos may exist for this station.
 HU0086
 HU0086.The dynamic height is computed by dividing the NAVD 88
 HU0086.geopotential number by the normal gravity value computed on the
 HU0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0086.degrees latitude (g = 980.6199 gals.).
 HU0086
 HU0086.The modeled gravity was interpolated from observed gravity values.
 HU0086
 HU0086;                    North         East    Units  Estimated Accuracy
 HU0086;SPC DE       -    86,680.      224,720.      MT  (+/- 180 meters Scaled)
 HU0086
 HU0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH885924(NAD 83)
 HU0086
 HU0086                          SUPERSEDED SURVEY CONTROL
 HU0086
 HU0086  NGVD 29 (11/26/84)    1.728  (m)            5.67   (f) ADJUSTED    1 2
 HU0086
 HU0086.Superseded values are not recommended for survey control.
 HU0086
 HU0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0086.See file dsdata.pdf to determine how the superseded data were derived.
 HU0086
 HU0086_MARKER: Q = CHISELED SQUARE
 HU0086_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HU0086_SP_SET: CURB
 HU0086_MARK LOGO: NONE
 HU0086_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0086+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2001
 HU0086
 HU0086  HISTORY     - Date     Condition        Report By
 HU0086  HISTORY     - 1948     MONUMENTED       CGS
 HU0086  HISTORY     - 1962     GOOD             CGS
 HU0086  HISTORY     - 19951013 GOOD             NGS
 HU0086  HISTORY     - 20010218 GOOD             USPSQD
 HU0086  HISTORY     - 20081012 GOOD             GEOCAC
 HU0086  HISTORY     - 20120214 MARK NOT FOUND   DELCOS
 HU0086
 HU0086                          STATION DESCRIPTION
 HU0086
 HU0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0086'0.5 MI NE FROM LEWES.
 HU0086'1 BLOCK SOUTHEAST OF THE POST OFFICE IN LEWES THENCE 0.5 MILE
 HU0086'NORTHEAST ON SAVANNAH ROAD.  A CHISELED SQUARE 1 INCH IN SIZE ON
 HU0086'THE NORTHWEST CURBING OF SAVANNAH ROAD AT THE PROLONGED CENTERLINE
 HU0086'OF THE ROAD TO FORT MILES.  IT IS ABOUT 6 INCHES ABOVE THE LEVEL
 HU0086'OF THE ROAD.  NOTE-- TIDAL STATION 2-3
 HU0086
 HU0086                          STATION RECOVERY (1995)
 HU0086
 HU0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 HU0086'RECOVERED AS DESCRIBED.
 HU0086
 HU0086                          STATION RECOVERY (2001)
 HU0086
 HU0086'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HU0086'RECOVERED IN GOOD CONDITION.
 HU0086
 HU0086                          STATION RECOVERY (2008)
 HU0086
 HU0086'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 HU0086'RECOVERED IN GOOD CONDITION.
 HU0086
 HU0086                          STATION RECOVERY (2012)
 HU0086
 HU0086'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0086'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0170 ***********************************************************************
 HU0170  DESIGNATION -  9
 HU0170  PID         -  HU0170
 HU0170  STATE/COUNTY-  DE/SUSSEX
 HU0170  COUNTRY     -  US
 HU0170  USGS QUAD   -  GEORGETOWN (2016)
 HU0170
 HU0170                         *CURRENT SURVEY CONTROL
 HU0170  ______________________________________________________________________
 HU0170* NAD 83(1986) POSITION- 38 42 19.     (N) 075 23 42.     (W)   SCALED
 HU0170* NAVD 88 ORTHO HEIGHT -    14.744 (meters)       48.37  (feet) ADJUSTED
 HU0170  ______________________________________________________________________
 HU0170  GEOID HEIGHT    -        -35.610 (meters)                     GEOID18
 HU0170  DYNAMIC HEIGHT  -         14.735 (meters)       48.34  (feet) COMP
 HU0170  MODELED GRAVITY -    980,026.5   (mgal)                       NAVD 88
 HU0170
 HU0170  VERT ORDER      -  SECOND    CLASS 0
 HU0170
 HU0170.The horizontal coordinates were scaled from a map and have
 HU0170.an estimated accuracy of +/- 6 seconds.
 HU0170
 HU0170.The orthometric height was determined by differential leveling and
 HU0170.adjusted by the NATIONAL GEODETIC SURVEY
 HU0170.in June 1991.
 HU0170
 HU0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0170.GEOID18 height accuracy estimate available here.
 HU0170
 HU0170.Click photographs - Photos may exist for this station.
 HU0170
 HU0170.The dynamic height is computed by dividing the NAVD 88
 HU0170.geopotential number by the normal gravity value computed on the
 HU0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0170.degrees latitude (g = 980.6199 gals.).
 HU0170
 HU0170.The modeled gravity was interpolated from observed gravity values.
 HU0170
 HU0170;                    North         East    Units  Estimated Accuracy
 HU0170;SPC DE       -    78,290.      201,890.      MT  (+/- 180 meters Scaled)
 HU0170
 HU0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH656841(NAD 83)
 HU0170
 HU0170                          SUPERSEDED SURVEY CONTROL
 HU0170
 HU0170  NGVD 29 (11/26/84)   14.983  (m)           49.16   (f) ADJUSTED    2 0
 HU0170
 HU0170.Superseded values are not recommended for survey control.
 HU0170
 HU0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0170.See file dsdata.pdf to determine how the superseded data were derived.
 HU0170
 HU0170_MARKER: B = BOLT
 HU0170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HU0170_SP_SET: SIGNAL BASE
 HU0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0170
 HU0170  HISTORY     - Date     Condition        Report By
 HU0170  HISTORY     - UNK      MONUMENTED       PRR
 HU0170  HISTORY     - 1935     GOOD             CGS
 HU0170  HISTORY     - 1981     GOOD             UDE
 HU0170  HISTORY     - 19901031 MARK NOT FOUND   NGS
 HU0170
 HU0170                          STATION DESCRIPTION
 HU0170
 HU0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HU0170'0.6 MI N FROM GEORGETOWN.
 HU0170'0.6 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT
 HU0170'GEORGETOWN, SUSSEX COUNTY, 780 FEET NORTH OF MILEPOST 23, 10 FEET
 HU0170'WEST OF THE CENTERLINE OF THE TRACK, IN THE BASE OF AN ABANDONED
 HU0170'SIGNAL, AND LEVEL WITH THE TOP OF THE RAIL.  A COPPER BOLT.
 HU0170
 HU0170                          STATION RECOVERY (1981)
 HU0170
 HU0170'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0170'RECOVERED IN GOOD CONDITION.
 HU0170
 HU0170                          STATION RECOVERY (1990)
 HU0170
 HU0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0170'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE SIGNAL BASE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1932 ***********************************************************************
 JU1932  DESIGNATION -  A
 JU1932  PID         -  JU1932
 JU1932  STATE/COUNTY-  DE/NEW CASTLE
 JU1932  COUNTRY     -  US
 JU1932  USGS QUAD   -  SAINT GEORGES (2016)
 JU1932
 JU1932                         *CURRENT SURVEY CONTROL
 JU1932  ______________________________________________________________________
 JU1932* NAD 83(1986) POSITION- 39 32 30.     (N) 075 42 13.     (W)   SCALED
 JU1932* NAVD 88 ORTHO HEIGHT -    16.101 (meters)       52.82  (feet) ADJUSTED
 JU1932  ______________________________________________________________________
 JU1932  GEOID HEIGHT    -        -33.300 (meters)                     GEOID18
 JU1932  DYNAMIC HEIGHT  -         16.093 (meters)       52.80  (feet) COMP
 JU1932  MODELED GRAVITY -    980,138.4   (mgal)                       NAVD 88
 JU1932
 JU1932  VERT ORDER      -  FIRST     CLASS I
 JU1932
 JU1932.The horizontal coordinates were scaled from a map and have
 JU1932.an estimated accuracy of +/- 6 seconds.
 JU1932
 JU1932.The orthometric height was determined by differential leveling and
 JU1932.adjusted by the NATIONAL GEODETIC SURVEY
 JU1932.in June 1991.
 JU1932
 JU1932.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1932.GEOID18 height accuracy estimate available here.
 JU1932
 JU1932.Click photographs - Photos may exist for this station.
 JU1932
 JU1932.The dynamic height is computed by dividing the NAVD 88
 JU1932.geopotential number by the normal gravity value computed on the
 JU1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1932.degrees latitude (g = 980.6199 gals.).
 JU1932
 JU1932.The modeled gravity was interpolated from observed gravity values.
 JU1932
 JU1932;                    North         East    Units  Estimated Accuracy
 JU1932;SPC DE       -   171,180.      175,330.      MT  (+/- 180 meters Scaled)
 JU1932
 JU1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ395771(NAD 83)
 JU1932
 JU1932                          SUPERSEDED SURVEY CONTROL
 JU1932
 JU1932  NGVD 29 (11/26/84)   16.340  (m)           53.61   (f) ADJUSTED    1 1
 JU1932
 JU1932.Superseded values are not recommended for survey control.
 JU1932
 JU1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1932.See file dsdata.pdf to determine how the superseded data were derived.
 JU1932
 JU1932_MARKER: DD = SURVEY DISK
 JU1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1932_STAMPING: A
 JU1932_MARK LOGO: USACE
 JU1932_PROJECTION: FLUSH
 JU1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1932+STABILITY: SURFACE MOTION
 JU1932
 JU1932  HISTORY     - Date     Condition        Report By
 JU1932  HISTORY     - UNK      MONUMENTED       USACE
 JU1932  HISTORY     - 1963     GOOD             CGS
 JU1932  HISTORY     - 19891101 MARK NOT FOUND   USGS
 JU1932
 JU1932                          STATION DESCRIPTION
 JU1932
 JU1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1932'2.1 MI S FROM KIRKWOOD.
 JU1932'2.1 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1932'CROSSING OF STATE HIGHWAY 71 AT KIRKWOOD, ABOUT 0.35 MILE SOUTH
 JU1932'OF SOUTH END OF THE RAILROAD DRAWBRIDGE OVER THE CHESAPEAKE AND
 JU1932'DELAWARE CANAL, 206 FEET SOUTH OF SOUTHEAST CORNER OF A NEW
 JU1932'BRIDGE SPAN ABUTMENT, 19.7 FEET EAST OF EAST RAIL, AND SET IN
 JU1932'THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 JU1932
 JU1932                          STATION RECOVERY (1989)
 JU1932
 JU1932'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989
 JU1932'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0792 ***********************************************************************
 JU0792  DESIGNATION -  A 1
 JU0792  PID         -  JU0792
 JU0792  STATE/COUNTY-  DE/NEW CASTLE
 JU0792  COUNTRY     -  US
 JU0792  USGS QUAD   -  MARCUS HOOK (2019)
 JU0792
 JU0792                         *CURRENT SURVEY CONTROL
 JU0792  ______________________________________________________________________
 JU0792* NAD 83(1986) POSITION- 39 46 56.     (N) 075 28 25.     (W)   SCALED
 JU0792* NAVD 88 ORTHO HEIGHT -     2.366 (meters)        7.76  (feet) ADJUSTED
 JU0792  ______________________________________________________________________
 JU0792  GEOID HEIGHT    -        -32.943 (meters)                     GEOID18
 JU0792  DYNAMIC HEIGHT  -          2.365 (meters)        7.76  (feet) COMP
 JU0792  MODELED GRAVITY -    980,178.1   (mgal)                       NAVD 88
 JU0792
 JU0792  VERT ORDER      -  FIRST     CLASS I
 JU0792
 JU0792.The horizontal coordinates were scaled from a map and have
 JU0792.an estimated accuracy of +/- 6 seconds.
 JU0792
 JU0792.The orthometric height was determined by differential leveling and
 JU0792.adjusted by the NATIONAL GEODETIC SURVEY
 JU0792.in June 1991.
 JU0792
 JU0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0792.GEOID18 height accuracy estimate available here.
 JU0792
 JU0792.Click photographs - Photos may exist for this station.
 JU0792
 JU0792.The dynamic height is computed by dividing the NAVD 88
 JU0792.geopotential number by the normal gravity value computed on the
 JU0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0792.degrees latitude (g = 980.6199 gals.).
 JU0792
 JU0792.The modeled gravity was interpolated from observed gravity values.
 JU0792
 JU0792;                    North         East    Units  Estimated Accuracy
 JU0792;SPC DE       -   197,850.      195,120.      MT  (+/- 180 meters Scaled)
 JU0792
 JU0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK594036(NAD 83)
 JU0792
 JU0792                          SUPERSEDED SURVEY CONTROL
 JU0792
 JU0792  NGVD 29 (11/26/84)    2.637  (m)            8.65   (f) ADJUSTED    1 1
 JU0792
 JU0792.Superseded values are not recommended for survey control.
 JU0792
 JU0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0792.See file dsdata.pdf to determine how the superseded data were derived.
 JU0792
 JU0792_MARKER: DB = BENCH MARK DISK
 JU0792_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU0792_SP_SET: CULVERT HEADWALL
 JU0792_STAMPING: 8.888 A 1 1931
 JU0792_MARK LOGO: CGS
 JU0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0792+STABILITY: SURFACE MOTION
 JU0792
 JU0792  HISTORY     - Date     Condition        Report By
 JU0792  HISTORY     - 1931     MONUMENTED       CGS
 JU0792  HISTORY     - 1965     GOOD             CGS
 JU0792  HISTORY     - 1979     SEE DESCRIPTION  NGS
 JU0792
 JU0792                          STATION DESCRIPTION
 JU0792
 JU0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU0792'AT HOLLY OAK.
 JU0792'AT HOLLY OAK, ALONG THE PENNSYLVANIA RAILROAD, 48 YARDS
 JU0792'NORTHEAST OF NORTHEAST END OF BLACK TOP PASSENGER PLATFORM AT
 JU0792'HOLLY OAK, 25 YARDS NORTHEAST OF A SECTION TOOL SHED, 0.25
 JU0792'MILE SOUTHWEST OF MILE POST 21, IN THE TOP OF A TRIANGULAR
 JU0792'SHAPED PIECE OF CONCRETE REMAINING INTACT FROM THE NORTHWEST
 JU0792'END OF NORTHEAST ABUTMENT OF OLD BRIDGE, 9.2 FEET NORTHWEST OF
 JU0792'NORTHWEST RAIL OF NEAR TRACK, 3 1/2 FEET NORTHEAST OF NORTHEAST
 JU0792'END OF THE NORTHWEST CONCRETE HEAD WALL OF A TRIPLE 70-INCH
 JU0792'PIPE CULVERT UNDER TRACK (REPLACES OLD BRIDGE), AND ABOUT 2
 JU0792'FEET BELOW LEVEL OF TRACK.  NOTE-- MARK IS REACHED FROM
 JU0792'WILIMINGTON BY GOING 2.8 MILES NORTHEAST ALONG GOVERNOR PRINTZ
 JU0792'BLVD. (U.S. HIGHWAY 13 A) FROM OVERPASS OF EDGEMOOR ROAD OVER
 JU0792'HIGHWAY, THENCE 0.1 MILE SOUTHEAST ALONG HOLLY OAK ROAD TO THE
 JU0792'P.R.R.
 JU0792
 JU0792                          STATION RECOVERY (1979)
 JU0792
 JU0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0792'OMIT-NOT PRACTICAL FOR LEVELING AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0978 ***********************************************************************
 HU0978  DESIGNATION -  A 10
 HU0978  PID         -  HU0978
 HU0978  STATE/COUNTY-  DE/SUSSEX
 HU0978  COUNTRY     -  US
 HU0978  USGS QUAD   -  LAUREL (2016)
 HU0978
 HU0978                         *CURRENT SURVEY CONTROL
 HU0978  ______________________________________________________________________
 HU0978* NAD 83(1986) POSITION- 38 31 54.     (N) 075 36 25.     (W)   SCALED
 HU0978* NAVD 88 ORTHO HEIGHT -    10.543 (meters)       34.59  (feet) ADJUSTED
 HU0978  ______________________________________________________________________
 HU0978  GEOID HEIGHT    -        -35.663 (meters)                     GEOID18
 HU0978  DYNAMIC HEIGHT  -         10.536 (meters)       34.57  (feet) COMP
 HU0978  MODELED GRAVITY -    980,013.1   (mgal)                       NAVD 88
 HU0978
 HU0978  VERT ORDER      -  SECOND    CLASS 0
 HU0978
 HU0978.The horizontal coordinates were scaled from a map and have
 HU0978.an estimated accuracy of +/- 6 seconds.
 HU0978
 HU0978.The orthometric height was determined by differential leveling and
 HU0978.adjusted by the NATIONAL GEODETIC SURVEY
 HU0978.in June 1991.
 HU0978
 HU0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0978.GEOID18 height accuracy estimate available here.
 HU0978
 HU0978.Click photographs - Photos may exist for this station.
 HU0978
 HU0978.The dynamic height is computed by dividing the NAVD 88
 HU0978.geopotential number by the normal gravity value computed on the
 HU0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0978.degrees latitude (g = 980.6199 gals.).
 HU0978
 HU0978.The modeled gravity was interpolated from observed gravity values.
 HU0978
 HU0978;                    North         East    Units  Estimated Accuracy
 HU0978;SPC DE       -    59,030.      183,410.      MT  (+/- 180 meters Scaled)
 HU0978
 HU0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH470649(NAD 83)
 HU0978
 HU0978                          SUPERSEDED SURVEY CONTROL
 HU0978
 HU0978  NGVD 29 (11/26/84)   10.791  (m)           35.40   (f) ADJUSTED    2 0
 HU0978
 HU0978.Superseded values are not recommended for survey control.
 HU0978
 HU0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0978.See file dsdata.pdf to determine how the superseded data were derived.
 HU0978
 HU0978_MARKER: DB = BENCH MARK DISK
 HU0978_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HU0978_SP_SET: CULVERT
 HU0978_STAMPING: A 10 1942
 HU0978_MARK LOGO: CGS
 HU0978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0978
 HU0978  HISTORY     - Date     Condition        Report By
 HU0978  HISTORY     - 1942     MONUMENTED       CGS
 HU0978  HISTORY     - 1943     GOOD             CGS
 HU0978  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0978  HISTORY     - 19940928 MARK NOT FOUND   USPSQD
 HU0978  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0978
 HU0978                          STATION DESCRIPTION
 HU0978
 HU0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0978'2.6 MI SW FROM LAUREL.
 HU0978'2.65 MILES SOUTHWEST ALONG HIGHWAY 24 FROM THE RAILROAD CROSSING
 HU0978'AT LAUREL, SUSSEX COUNTY, 14.6 FEET NORTH OF THE CENTER LINE
 HU0978'OF THE HIGHWAY, SET IN THE EAST END OF THE NORTH HEADWALL OF A
 HU0978'30-INCH CONCRETE CULVERT, 24.0 FEET SOUTHWEST OF A SYCAMORE TREE,
 HU0978'22.0 FEET EAST OF THE CENTER LINE OF A DIRT ROAD LEADING TO A
 HU0978'2-STORY YELLOW HOUSE, ABOUT 1.0 FOOT HIGHER THAN THE HIGHWAY.
 HU0978
 HU0978                          STATION RECOVERY (1943)
 HU0978
 HU0978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 HU0978'RECOVERED IN GOOD CONDITION.
 HU0978
 HU0978                          STATION RECOVERY (1981)
 HU0978
 HU0978'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0978'THERE IS NO CULVERT THERE ANYMORE. THEY MIGHT HAVE BEEN TAKEN OUT
 HU0978'WHEN THEY WIDENED THE ROAD.
 HU0978
 HU0978                          STATION RECOVERY (1994)
 HU0978
 HU0978'RECOVERY NOTE BY US POWER SQUADRON 1994
 HU0978'MARK NOT FOUND.
 HU0978
 HU0978                          STATION RECOVERY (2013)
 HU0978
 HU0978'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0978'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0831 ***********************************************************************
 HU0831  DESIGNATION -  A 11
 HU0831  PID         -  HU0831
 HU0831  STATE/COUNTY-  DE/KENT
 HU0831  COUNTRY     -  US
 HU0831  USGS QUAD   -  BURRSVILLE (2016)
 HU0831
 HU0831                         *CURRENT SURVEY CONTROL
 HU0831  ______________________________________________________________________
 HU0831* NAD 83(1986) POSITION- 38 58 13.     (N) 075 42 03.     (W)   SCALED
 HU0831* NAVD 88 ORTHO HEIGHT -    17.546 (meters)       57.57  (feet) ADJUSTED
 HU0831  ______________________________________________________________________
 HU0831  GEOID HEIGHT    -        -34.810 (meters)                     GEOID18
 HU0831  DYNAMIC HEIGHT  -         17.536 (meters)       57.53  (feet) COMP
 HU0831  MODELED GRAVITY -    980,052.2   (mgal)                       NAVD 88
 HU0831
 HU0831  VERT ORDER      -  SECOND    CLASS 0
 HU0831
 HU0831.The horizontal coordinates were scaled from a map and have
 HU0831.an estimated accuracy of +/- 6 seconds.
 HU0831
 HU0831.The orthometric height was determined by differential leveling and
 HU0831.adjusted by the NATIONAL GEODETIC SURVEY
 HU0831.in June 1991.
 HU0831
 HU0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0831.GEOID18 height accuracy estimate available here.
 HU0831
 HU0831.Click photographs - Photos may exist for this station.
 HU0831
 HU0831.The dynamic height is computed by dividing the NAVD 88
 HU0831.geopotential number by the normal gravity value computed on the
 HU0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0831.degrees latitude (g = 980.6199 gals.).
 HU0831
 HU0831.The modeled gravity was interpolated from observed gravity values.
 HU0831
 HU0831;                    North         East    Units  Estimated Accuracy
 HU0831;SPC DE       -   107,740.      175,370.      MT  (+/- 180 meters Scaled)
 HU0831
 HU0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ392137(NAD 83)
 HU0831
 HU0831                          SUPERSEDED SURVEY CONTROL
 HU0831
 HU0831  NGVD 29 (11/26/84)   17.786  (m)           58.35   (f) ADJUSTED    2 0
 HU0831
 HU0831.Superseded values are not recommended for survey control.
 HU0831
 HU0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0831.See file dsdata.pdf to determine how the superseded data were derived.
 HU0831
 HU0831_MARKER: DB = BENCH MARK DISK
 HU0831_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HU0831_SP_SET: CULVERT
 HU0831_STAMPING: A 11 1942
 HU0831_MARK LOGO: CGS
 HU0831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0831
 HU0831  HISTORY     - Date     Condition        Report By
 HU0831  HISTORY     - 1942     MONUMENTED       CGS
 HU0831  HISTORY     - 1964     GOOD             CGS
 HU0831  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0831  HISTORY     - 20120326 MARK NOT FOUND   DELCOS
 HU0831
 HU0831                          STATION DESCRIPTION
 HU0831
 HU0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0831'2 MI E FROM WHITELEYSBURG.
 HU0831'IN KENT COUNTY, DELAWARE, 2.0 MILES EAST ALONG STATE HIGHWAY 12
 HU0831'FROM THE SEVENTH DAY ADVENTIST CHURCH AT WHITELEYSBURG, CAROLINE
 HU0831'COUNTY, MARYLAND, 300 FEET WEST OF TWO STORY YELLOW HOUSE, 24
 HU0831'FEET WEST OF A TELEPHONE POLE, 24.1 FEET NORTH OF THE CENTERLINE
 HU0831'OF THE HIGHWAY, AT A 12-INCH CORRUGATED IRON PIPE CULVERT, AND IN
 HU0831'THE MIDDLE OF THE EAST HEADWALL.  A STANDARD DISK, STAMPED A 11
 HU0831'1942.
 HU0831
 HU0831                          STATION RECOVERY (1964)
 HU0831
 HU0831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HU0831'RECOVERED IN GOOD CONDITION.
 HU0831
 HU0831                          STATION RECOVERY (1981)
 HU0831
 HU0831'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0831'LEVEL OF GROUND IS 2 FT. HIGHER IN THAT AREA NOW. COULD BE BURIED.
 HU0831
 HU0831                          STATION RECOVERY (2012)
 HU0831
 HU0831'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0831'HEADWALL IS BURIED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1306 ***********************************************************************
 JU1306  DESIGNATION -  A 12
 JU1306  PID         -  JU1306
 JU1306  STATE/COUNTY-  DE/KENT
 JU1306  COUNTRY     -  US
 JU1306  USGS QUAD   -  MARYDEL (2016)
 JU1306
 JU1306                         *CURRENT SURVEY CONTROL
 JU1306  ______________________________________________________________________
 JU1306* NAD 83(1986) POSITION- 39 01 54.     (N) 075 43 59.     (W)   SCALED
 JU1306* NAVD 88 ORTHO HEIGHT -    12.640 (meters)       41.47  (feet) ADJUSTED
 JU1306  ______________________________________________________________________
 JU1306  GEOID HEIGHT    -        -34.533 (meters)                     GEOID18
 JU1306  DYNAMIC HEIGHT  -         12.633 (meters)       41.45  (feet) COMP
 JU1306  MODELED GRAVITY -    980,064.1   (mgal)                       NAVD 88
 JU1306
 JU1306  VERT ORDER      -  SECOND    CLASS 0
 JU1306
 JU1306.The horizontal coordinates were scaled from a map and have
 JU1306.an estimated accuracy of +/- 6 seconds.
 JU1306
 JU1306.The orthometric height was determined by differential leveling and
 JU1306.adjusted by the NATIONAL GEODETIC SURVEY
 JU1306.in June 1991.
 JU1306
 JU1306.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1306.GEOID18 height accuracy estimate available here.
 JU1306
 JU1306.Click photographs - Photos may exist for this station.
 JU1306
 JU1306.The dynamic height is computed by dividing the NAVD 88
 JU1306.geopotential number by the normal gravity value computed on the
 JU1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1306.degrees latitude (g = 980.6199 gals.).
 JU1306
 JU1306.The modeled gravity was interpolated from observed gravity values.
 JU1306
 JU1306;                    North         East    Units  Estimated Accuracy
 JU1306;SPC DE       -   114,570.      172,610.      MT  (+/- 180 meters Scaled)
 JU1306
 JU1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ365205(NAD 83)
 JU1306
 JU1306                          SUPERSEDED SURVEY CONTROL
 JU1306
 JU1306  NGVD 29 (11/26/84)   12.878  (m)           42.25   (f) ADJUSTED    2 0
 JU1306
 JU1306.Superseded values are not recommended for survey control.
 JU1306
 JU1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1306.See file dsdata.pdf to determine how the superseded data were derived.
 JU1306
 JU1306_MARKER: DB = BENCH MARK DISK
 JU1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1306_STAMPING: A 12 1942
 JU1306_MARK LOGO: CGS
 JU1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1306+STABILITY: SURFACE MOTION
 JU1306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1306+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2001
 JU1306
 JU1306  HISTORY     - Date     Condition        Report By
 JU1306  HISTORY     - 1942     MONUMENTED       CGS
 JU1306  HISTORY     - 20010428 GOOD             USPSQD
 JU1306
 JU1306                          STATION DESCRIPTION
 JU1306
 JU1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JU1306'3 MI SE FROM GOLDSBORO.
 JU1306'THIS MARK IS ABOUT 2.95 MILES SOUTHEAST ALONG HIGHWAY 287 AND
 JU1306'HIGHWAY 10 FROM THE T JUNCTION OF HIGHWAY 287 AND HIGHWAY 311
 JU1306'AT GOLDSBORO, CAROLINE COUNTY, 23.0 FEET NORTH OF THE CENTER
 JU1306'LINE OF HIGHWAY 10, 11.0 FEET NORTHEAST OF THE EAST END OF A
 JU1306'GUARD FENCE, 4.8 FEET SOUTH OF A BLAZED POPLAR TREE, ABOUT 250
 JU1306'FEET EAST OF THE BRIDGE OVER SANDTOWN BRANCH, 2.0 FEET EAST OF
 JU1306'A STANDARD REFERENCE POST.
 JU1306
 JU1306                          STATION RECOVERY (2001)
 JU1306
 JU1306'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 JU1306'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1307 ***********************************************************************
 JU1307  DESIGNATION -  A 12 RESET
 JU1307  PID         -  JU1307
 JU1307  STATE/COUNTY-  DE/KENT
 JU1307  COUNTRY     -  US
 JU1307  USGS QUAD   -  MARYDEL (2016)
 JU1307
 JU1307                         *CURRENT SURVEY CONTROL
 JU1307  ______________________________________________________________________
 JU1307* NAD 83(1986) POSITION- 39 01 54.83   (N) 075 43 58.78   (W)   HD_HELD1
 JU1307* NAVD 88 ORTHO HEIGHT -    13.347 (meters)       43.79  (feet) ADJUSTED
 JU1307  ______________________________________________________________________
 JU1307  GEOID HEIGHT    -        -34.532 (meters)                     GEOID18
 JU1307  DYNAMIC HEIGHT  -         13.339 (meters)       43.76  (feet) COMP
 JU1307  MODELED GRAVITY -    980,064.1   (mgal)                       NAVD 88
 JU1307
 JU1307  VERT ORDER      -  SECOND    CLASS I
 JU1307
 JU1307.The horizontal coordinates were determined by differentially corrected
 JU1307.hand held GPS observations or other comparable positioning techniques
 JU1307.and have an estimated accuracy of +/- 3 meters.
 JU1307
 JU1307.The orthometric height was determined by differential leveling and
 JU1307.adjusted by the NATIONAL GEODETIC SURVEY
 JU1307.in December 2004.
 JU1307
 JU1307.No vertical observational check was made to the station.
 JU1307
 JU1307.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1307.GEOID18 height accuracy estimate available here.
 JU1307
 JU1307.Click photographs - Photos may exist for this station.
 JU1307
 JU1307.The dynamic height is computed by dividing the NAVD 88
 JU1307.geopotential number by the normal gravity value computed on the
 JU1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1307.degrees latitude (g = 980.6199 gals.).
 JU1307
 JU1307.The modeled gravity was interpolated from observed gravity values.
 JU1307
 JU1307;                    North         East    Units  Estimated Accuracy
 JU1307;SPC DE       -   114,594.1     172,610.1     MT  (+/- 3 meters HH1 GPS) 
 JU1307
 JU1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3655620571(NAD 83)
 JU1307
 JU1307                          SUPERSEDED SURVEY CONTROL
 JU1307
 JU1307  NAVD 88 (05/17/01)   13.324  (m)           43.71   (f) SUPERSEDED  3 0
 JU1307  NGVD 29 (??/??/??)   13.56   (m)           44.5    (f) RESET       3  
 JU1307
 JU1307.Superseded values are not recommended for survey control.
 JU1307
 JU1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1307.See file dsdata.pdf to determine how the superseded data were derived.
 JU1307
 JU1307_MARKER: DB = BENCH MARK DISK
 JU1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1307_STAMPING: A 12 RESET 1960
 JU1307_MARK LOGO: CGS
 JU1307_PROJECTION: PROJECTING 13 CENTIMETERS
 JU1307_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1307+STABILITY: SURFACE MOTION
 JU1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1307+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2011
 JU1307
 JU1307  HISTORY     - Date     Condition        Report By
 JU1307  HISTORY     - 1960     MONUMENTED       DEDHT
 JU1307  HISTORY     - 1967     GOOD             CGS
 JU1307  HISTORY     - 1981     GOOD             UDE
 JU1307  HISTORY     - 20021029 GOOD             MDSHA
 JU1307  HISTORY     - 20100521 GOOD             BECMOR
 JU1307  HISTORY     - 20111115 GOOD             DELCOS
 JU1307
 JU1307                          STATION DESCRIPTION
 JU1307
 JU1307'DESCRIBED BY DE DEPT OF HIGHWAYS 1960
 JU1307'3 MI E FROM GOLDSBORO.
 JU1307'THE MARK IS LOCATED 3.0 MILES EAST ALONG MARYLAND STATE HIGHWAY
 JU1307'287 AND DELAWARE STATE HIGHWAY 10 FROM T JUNCTION OF STATE
 JU1307'HIGHWAY 287 AND 311 AT GOLDSBORO, 250 FEET EAST OF A BRIDGE
 JU1307'OVER SANDTOWN BRANCH, 35 FEET NORTH OF THE CENTERLINE OF STATE
 JU1307'HIGHWAY 10, 15.50 FEET EAST OF 10 INCH HICKORY, 10.20 FEET
 JU1307'WEST OF GUM TREE, AND SET IN THE TOP OF A 6 INCH BY 6 INCH
 JU1307'CONCRETE POST.
 JU1307
 JU1307                          STATION RECOVERY (1967)
 JU1307
 JU1307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JU1307'RECOVERED IN GOOD CONDITION.
 JU1307
 JU1307                          STATION RECOVERY (1981)
 JU1307
 JU1307'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1307'RECOVERED IN GOOD CONDITION.
 JU1307
 JU1307                          STATION RECOVERY (2002)
 JU1307
 JU1307'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2002 (SFK)
 JU1307'RECOVERED AS DESCRIBED.
 JU1307
 JU1307                          STATION RECOVERY (2010)
 JU1307
 JU1307'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1307'RECOVERED IN GOOD CONDITION.
 JU1307
 JU1307                          STATION RECOVERY (2011)
 JU1307
 JU1307'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 JU1307'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1260 ***********************************************************************
 JU1260  DESIGNATION -  A 13
 JU1260  PID         -  JU1260
 JU1260  STATE/COUNTY-  DE/KENT
 JU1260  COUNTRY     -  US
 JU1260  USGS QUAD   -  CLAYTON (2016)
 JU1260
 JU1260                         *CURRENT SURVEY CONTROL
 JU1260  ______________________________________________________________________
 JU1260* NAD 83(1986) POSITION- 39 16 42.     (N) 075 38 16.     (W)   SCALED
 JU1260* NAVD 88 ORTHO HEIGHT -    13.847 (meters)       45.43  (feet) ADJUSTED
 JU1260  ______________________________________________________________________
 JU1260  GEOID HEIGHT    -        -33.867 (meters)                     GEOID18
 JU1260  DYNAMIC HEIGHT  -         13.840 (meters)       45.41  (feet) COMP
 JU1260  MODELED GRAVITY -    980,106.8   (mgal)                       NAVD 88
 JU1260
 JU1260  VERT ORDER      -  SECOND    CLASS 0
 JU1260
 JU1260.The horizontal coordinates were scaled from a map and have
 JU1260.an estimated accuracy of +/- 6 seconds.
 JU1260
 JU1260.The orthometric height was determined by differential leveling and
 JU1260.adjusted by the NATIONAL GEODETIC SURVEY
 JU1260.in June 1991.
 JU1260
 JU1260.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1260.GEOID18 height accuracy estimate available here.
 JU1260
 JU1260.Click photographs - Photos may exist for this station.
 JU1260
 JU1260.The dynamic height is computed by dividing the NAVD 88
 JU1260.geopotential number by the normal gravity value computed on the
 JU1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1260.degrees latitude (g = 980.6199 gals.).
 JU1260
 JU1260.The modeled gravity was interpolated from observed gravity values.
 JU1260
 JU1260;                    North         East    Units  Estimated Accuracy
 JU1260;SPC DE       -   141,930.      180,920.      MT  (+/- 180 meters Scaled)
 JU1260
 JU1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ449478(NAD 83)
 JU1260
 JU1260                          SUPERSEDED SURVEY CONTROL
 JU1260
 JU1260  NGVD 29 (11/26/84)   14.086  (m)           46.21   (f) ADJUSTED    2 0
 JU1260
 JU1260.Superseded values are not recommended for survey control.
 JU1260
 JU1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1260.See file dsdata.pdf to determine how the superseded data were derived.
 JU1260
 JU1260_MARKER: DB = BENCH MARK DISK
 JU1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1260_STAMPING: A 13 1942
 JU1260_MARK LOGO: CGS
 JU1260_PROJECTION: PROJECTING 8 CENTIMETERS
 JU1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1260+STABILITY: SURFACE MOTION
 JU1260
 JU1260  HISTORY     - Date     Condition        Report By
 JU1260  HISTORY     - 1942     MONUMENTED       CGS
 JU1260  HISTORY     - 1964     GOOD             CGS
 JU1260  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1260  HISTORY     - 20120319 MARK NOT FOUND   DELCOS
 JU1260
 JU1260                          STATION DESCRIPTION
 JU1260
 JU1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1260'0.8 MI SW FROM CLAYTON.
 JU1260'0.8 MILE SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1260'STATION AT CLAYTON, AT A DIRT ROAD CROSSING, 55 FEET SOUTHWEST
 JU1260'OF THE CENTER OF THE CROSSING, 29 FEET SOUTH OF CENTER LINE OF
 JU1260'THE ROAD, 23.5 FEET NORTHWEST OF THE NORTHWEST RAIL AND 1 FOOT
 JU1260'SOUTH OF A METAL WITNESS POST AND SIGN.  A STANDARD DISK IN
 JU1260'THE TOP OF A CONCRETE POST AND PROJECTS 3 INCHES.
 JU1260
 JU1260                          STATION RECOVERY (1981)
 JU1260
 JU1260'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1260'MARK NOT FOUND.
 JU1260
 JU1260                          STATION RECOVERY (2012)
 JU1260
 JU1260'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1260'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1174 ***********************************************************************
 JU1174  DESIGNATION -  A 14
 JU1174  PID         -  JU1174
 JU1174  STATE/COUNTY-  DE/NEW CASTLE
 JU1174  COUNTRY     -  US
 JU1174  USGS QUAD   -  MIDDLETOWN (2016)
 JU1174
 JU1174                         *CURRENT SURVEY CONTROL
 JU1174  ______________________________________________________________________
 JU1174* NAD 83(1986) POSITION- 39 26 38.     (N) 075 44 13.     (W)   SCALED
 JU1174* NAVD 88 ORTHO HEIGHT -    21.517 (meters)       70.59  (feet) ADJUSTED
 JU1174  ______________________________________________________________________
 JU1174  GEOID HEIGHT    -        -33.513 (meters)                     GEOID18
 JU1174  DYNAMIC HEIGHT  -         21.506 (meters)       70.56  (feet) COMP
 JU1174  MODELED GRAVITY -    980,120.0   (mgal)                       NAVD 88
 JU1174
 JU1174  VERT ORDER      -  SECOND    CLASS 0
 JU1174
 JU1174.The horizontal coordinates were scaled from a map and have
 JU1174.an estimated accuracy of +/- 6 seconds.
 JU1174
 JU1174.The orthometric height was determined by differential leveling and
 JU1174.adjusted by the NATIONAL GEODETIC SURVEY
 JU1174.in June 1991.
 JU1174
 JU1174.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1174.GEOID18 height accuracy estimate available here.
 JU1174
 JU1174.Click photographs - Photos may exist for this station.
 JU1174
 JU1174.The dynamic height is computed by dividing the NAVD 88
 JU1174.geopotential number by the normal gravity value computed on the
 JU1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1174.degrees latitude (g = 980.6199 gals.).
 JU1174
 JU1174.The modeled gravity was interpolated from observed gravity values.
 JU1174
 JU1174;                    North         East    Units  Estimated Accuracy
 JU1174;SPC DE       -   160,340.      172,430.      MT  (+/- 180 meters Scaled)
 JU1174
 JU1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ365662(NAD 83)
 JU1174
 JU1174                          SUPERSEDED SURVEY CONTROL
 JU1174
 JU1174  NGVD 29 (11/26/84)   21.757  (m)           71.38   (f) ADJUSTED    2 0
 JU1174
 JU1174.Superseded values are not recommended for survey control.
 JU1174
 JU1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1174.See file dsdata.pdf to determine how the superseded data were derived.
 JU1174
 JU1174_MARKER: DB = BENCH MARK DISK
 JU1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1174_STAMPING: A 14 1942
 JU1174_MARK LOGO: CGS
 JU1174_PROJECTION: PROJECTING 13 CENTIMETERS
 JU1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1174+STABILITY: SURFACE MOTION
 JU1174
 JU1174  HISTORY     - Date     Condition        Report By
 JU1174  HISTORY     - 1942     MONUMENTED       CGS
 JU1174  HISTORY     - 1981     GOOD             UDE
 JU1174  HISTORY     - 19930130 GOOD             USPSQD
 JU1174
 JU1174                          STATION DESCRIPTION
 JU1174
 JU1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JU1174'1 MI W FROM MIDDLETOWN.
 JU1174'1.0 MILE WEST ALONG STATE HIGHWAY 4 FROM THE CROSSING OF THE
 JU1174'PENNSYLVANIA RAILROAD AT MIDDLETOWN, NEW CASTLE COUNTY, 14.9 FEET
 JU1174'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 20.7 FEET WEST OF A
 JU1174'30-INCH PINE TREE, 6.2 FEET SOUTH OF POLE 55, IN THE NORTHWEST
 JU1174'CORNER OF A YARD, AND 6.8 FEET NORTH OF THE IRON FENCE.  A
 JU1174'STANDARD DISK, STAMPED A 14 1942 AND SET IN THE TOP OF A CONCRETE
 JU1174'POST PROJECTING 5 INCHES ABOVE GROUND.
 JU1174
 JU1174                          STATION RECOVERY (1981)
 JU1174
 JU1174'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1174'NO PINE TREE THERE ANY MORE.
 JU1174
 JU1174                          STATION RECOVERY (1993)
 JU1174
 JU1174'RECOVERY NOTE BY US POWER SQUADRON 1993 (JM)
 JU1174'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1095 ***********************************************************************
 JU1095  DESIGNATION -  A 2
 JU1095  PID         -  JU1095
 JU1095  STATE/COUNTY-  DE/KENT
 JU1095  COUNTRY     -  US
 JU1095  USGS QUAD   -  DOVER (2016)
 JU1095
 JU1095                         *CURRENT SURVEY CONTROL
 JU1095  ______________________________________________________________________
 JU1095* NAD 83(1986) POSITION- 39 13 06.43   (N) 075 35 09.62   (W)   HD_HELD1
 JU1095* NAVD 88 ORTHO HEIGHT -    11.725 (meters)       38.47  (feet) ADJUSTED
 JU1095  ______________________________________________________________________
 JU1095  GEOID HEIGHT    -        -34.094 (meters)                     GEOID18
 JU1095  DYNAMIC HEIGHT  -         11.719 (meters)       38.45  (feet) COMP
 JU1095  MODELED GRAVITY -    980,098.3   (mgal)                       NAVD 88
 JU1095
 JU1095  VERT ORDER      -  FIRST     CLASS II
 JU1095
 JU1095.The horizontal coordinates were determined by differentially corrected
 JU1095.hand held GPS observations or other comparable positioning techniques
 JU1095.and have an estimated accuracy of +/- 3 meters.
 JU1095
 JU1095.The orthometric height was determined by differential leveling and
 JU1095.adjusted by the NATIONAL GEODETIC SURVEY
 JU1095.in December 2004.
 JU1095
 JU1095.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1095.GEOID18 height accuracy estimate available here.
 JU1095
 JU1095.Click photographs - Photos may exist for this station.
 JU1095
 JU1095.The dynamic height is computed by dividing the NAVD 88
 JU1095.geopotential number by the normal gravity value computed on the
 JU1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1095.degrees latitude (g = 980.6199 gals.).
 JU1095
 JU1095.The modeled gravity was interpolated from observed gravity values.
 JU1095
 JU1095;                    North         East    Units  Estimated Accuracy
 JU1095;SPC DE       -   135,271.0     185,376.1     MT  (+/- 3 meters HH1 GPS) 
 JU1095
 JU1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4941241182(NAD 83)
 JU1095
 JU1095                          SUPERSEDED SURVEY CONTROL
 JU1095
 JU1095  NAVD 88 (06/15/91)   11.745  (m)           38.53   (f) SUPERSEDED  1 1
 JU1095  NGVD 29 (11/26/84)   11.984  (m)           39.32   (f) ADJUSTED    1 1
 JU1095
 JU1095.Superseded values are not recommended for survey control.
 JU1095
 JU1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1095.See file dsdata.pdf to determine how the superseded data were derived.
 JU1095
 JU1095_MARKER: DB = BENCH MARK DISK
 JU1095_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU1095_SP_SET: CURB
 JU1095_STAMPING: A 2 1931 39.856
 JU1095_MARK LOGO: CGS
 JU1095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1095+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2019
 JU1095
 JU1095  HISTORY     - Date     Condition        Report By
 JU1095  HISTORY     - 1931     MONUMENTED       CGS
 JU1095  HISTORY     - 1963     GOOD             CGS
 JU1095  HISTORY     - 19980207 GOOD             USPSQD
 JU1095  HISTORY     - 20040712 GOOD             NGS
 JU1095  HISTORY     - 20040902 GOOD             GEOMET
 JU1095  HISTORY     - 20100124 GOOD             BECMOR
 JU1095  HISTORY     - 20120321 GOOD             DELCOS
 JU1095  HISTORY     - 20190815 GOOD             USPSQD
 JU1095
 JU1095                          STATION DESCRIPTION
 JU1095
 JU1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1095'AT CHESWOLD.
 JU1095'AT CHESWOLD, 1 BLOCK SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD
 JU1095'FROM THE CROSSING OF STATE HIGHWAY 42, AT A BLACK TOP STREET
 JU1095'JUNCTION, 100 FEET SOUTHWEST OF SOUTHWEST RAIL, AT THE WEST
 JU1095'QUARTER OF THE JUNCTION, SET ON TOP OF THE NORTHEAST STREET
 JU1095'CURBING, AND ABOUT LEVEL WITH STREET.
 JU1095
 JU1095                          STATION RECOVERY (1998)
 JU1095
 JU1095'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU1095'RECOVERED IN GOOD CONDITION.
 JU1095
 JU1095                          STATION RECOVERY (2004)
 JU1095
 JU1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (RWA)
 JU1095'RECOVERED IN GOOD CONDITION.  CURB LOOKS LIKE IT MAY HAVE SETTLED BY
 JU1095'HEAVY TRAFFIC GOING OVER IT.
 JU1095
 JU1095                          STATION RECOVERY (2004)
 JU1095
 JU1095'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (BCL)
 JU1095'AT CHESWOOD, MARK IS ON COMMERCE STREET AT NW CORNER OF THE
 JU1095'INTERSECTION OF COMMERCE STREET AND NEW STREET.
 JU1095'
 JU1095'FROM THE INTERSECTION OF U.S. RT 13 AND NC 42(MAIN ST.), GO WEST ON
 JU1095'MAIN ST. FOR 0.6 MILE TO RAILROAD TRACKS.  CROSS TRACKS AND CONTINUE
 JU1095'WEST FOR 100 FEET TO COMMERCE STREET.  TURN LEFT ON COMMERCE STREET
 JU1095'AND GO SOUTHEAST FOR 150 FEET TO ITS INTERSECTION WITH NEW STREET AND
 JU1095'THE STATION ON THE RIGHT ON TOP OF THE CURB IN FRONT OF HOUSE 199.
 JU1095'
 JU1095'THE STATION IS 19' NORTH OF THE CENTERLINE OF NEW STREET, 18' SE OF
 JU1095'THE SE CORNER OF HOUSE 199, AND 12.5' SW OF THE CENTERLINE OF COMMERCE
 JU1095'STREET.  A NEW HANDICAP ACCESS HAS BEEN CUT INTO THE SIDEWALK 0.3'
 JU1095'FROM MARK BUT MARK APPEARS UNDISTURBED.
 JU1095
 JU1095                          STATION RECOVERY (2010)
 JU1095
 JU1095'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1095'RECOVERED IN GOOD CONDITION.
 JU1095
 JU1095                          STATION RECOVERY (2012)
 JU1095
 JU1095'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1095'RECOVERED IN GOOD CONDITION.
 JU1095
 JU1095                          STATION RECOVERY (2019)
 JU1095
 JU1095'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 JU1095'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4298 ***********************************************************************
 JU4298  DESIGNATION -  A 21 RESET
 JU4298  PID         -  JU4298
 JU4298  STATE/COUNTY-  DE/NEW CASTLE
 JU4298  COUNTRY     -  US
 JU4298  USGS QUAD   -  MARCUS HOOK (2019)
 JU4298
 JU4298                         *CURRENT SURVEY CONTROL
 JU4298  ______________________________________________________________________
 JU4298* NAD 83(1986) POSITION- 39 48 47.7    (N) 075 26 44.8    (W)   HD_HELD2
 JU4298* NAVD 88 ORTHO HEIGHT -    12.41  (meters)       40.7   (feet) RESET
 JU4298  ______________________________________________________________________
 JU4298  GEOID HEIGHT    -        -32.951 (meters)                     GEOID18
 JU4298  VERT ORDER      -  THIRD
 JU4298
 JU4298.The horizontal coordinates were established by autonomous hand held GPS
 JU4298.observations and have an estimated accuracy of +/- 10 meters.
 JU4298
 JU4298.The orthometric height was computed from unverified reset data.
 JU4298
 JU4298.No vertical observational check was made to the station.
 JU4298
 JU4298.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4298.GEOID18 height accuracy estimate available here.
 JU4298
 JU4298.Click photographs - Photos may exist for this station.
 JU4298
 JU4298;                    North         East    Units  Estimated Accuracy
 JU4298;SPC DE       -   201,295.      197,507.      MT  (+/- 10 meters HH2 GPS)
 JU4298
 JU4298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6184507125(NAD 83)
 JU4298
 JU4298                          SUPERSEDED SURVEY CONTROL
 JU4298
 JU4298  NGVD 29 (05/17/01)   12.69   (m)           41.6    (f) RESET       3  
 JU4298
 JU4298.Superseded values are not recommended for survey control.
 JU4298
 JU4298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4298.See file dsdata.pdf to determine how the superseded data were derived.
 JU4298
 JU4298_MARKER: DV = VERTICAL CONTROL DISK
 JU4298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU4298_SP_SET: BANISTER
 JU4298_STAMPING: A 21 RESET 1991
 JU4298_MARK LOGO: NGS
 JU4298_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4298+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU4298
 JU4298  HISTORY     - Date     Condition        Report By
 JU4298  HISTORY     - 1991     MONUMENTED       DEDHT
 JU4298  HISTORY     - 19971018 GOOD             USPSQD
 JU4298  HISTORY     - 20081020 GOOD             DEDT
 JU4298  HISTORY     - 20130711 GOOD             DELCOS
 JU4298
 JU4298                          STATION DESCRIPTION
 JU4298
 JU4298'DESCRIBED BY DE DEPT OF HIGHWAYS 1991
 JU4298'0.3 MILE NORTHWEST ALONG NAAMAN ROAD FROM THE JUNCTION OF U. S.
 JU4298'HIGHWAY 13 IN NAAMAN, ABOUT 0.1 MILE NORTHWEST OF JUNCTION OF U. S.
 JU4298'HIGHWAY 13 BYPASS LEADING NORTHEAST, IN TOP OF THE SOUTHEAST END
 JU4298'OF THE NORTHEAST CONCRETE BANISTER OF THE CONCRETE BRIDGE OVER THE
 JU4298'WEST BRANCH OF THE NAAMAN CREEK, 34.0 FEET SOUTHEAST OF THE
 JU4298'CENTERLINE OF THE WESTBOUND LANES OF NAAMANS ROAD.
 JU4298
 JU4298                          STATION RECOVERY (1997)
 JU4298
 JU4298'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU4298'RECOVERED IN GOOD CONDITION.
 JU4298
 JU4298                          STATION RECOVERY (2008)
 JU4298
 JU4298'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (AOK)
 JU4298'RECOVERED IN GOOD CONDITION.  A NEW DISCRIPTION AS FOLLOWS. 179.05
 JU4298'NORTHWEST FROM A DELAWARE RIGHT-OF-WAY MONUMENT. 189.20  NORTHWEST
 JU4298'FROM TELEPHONE POLE 51541. 6.75  NORTHEAST OF THE BACK OF CURB ON THE
 JU4298'NORTHEAST SIDE OF THE ROAD. 55.9  FROM THE CENTERLINE OF THE MEDIAN
 JU4298'SEPARATING THE EAST AND WESTBOUND LANES THE HIGHWAY. 57.95  SOUTHEAST
 JU4298'OF THE CENTERLINE OF THE BRIDGE OVER THE WEST BRANCH OF NAAMAN CREEK.
 JU4298
 JU4298                          STATION RECOVERY (2013)
 JU4298
 JU4298'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4298'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1449 ***********************************************************************
 JU1449  DESIGNATION -  A 22
 JU1449  PID         -  JU1449
 JU1449  STATE/COUNTY-  DE/NEW CASTLE
 JU1449  COUNTRY     -  US
 JU1449  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU1449
 JU1449                         *CURRENT SURVEY CONTROL
 JU1449  ______________________________________________________________________
 JU1449* NAD 83(1986) POSITION- 39 45 58.3    (N) 075 32 19.1    (W)   HD_HELD2
 JU1449* NAVD 88 ORTHO HEIGHT -    49.010 (meters)      160.79  (feet) ADJUSTED
 JU1449  ______________________________________________________________________
 JU1449  GEOID HEIGHT    -        -32.893 (meters)                     GEOID18
 JU1449  DYNAMIC HEIGHT  -         48.988 (meters)      160.72  (feet) COMP
 JU1449  MODELED GRAVITY -    980,173.7   (mgal)                       NAVD 88
 JU1449
 JU1449  VERT ORDER      -  SECOND    CLASS 0
 JU1449
 JU1449.The horizontal coordinates were established by autonomous hand held GPS
 JU1449.observations and have an estimated accuracy of +/- 10 meters.
 JU1449
 JU1449.The orthometric height was determined by differential leveling and
 JU1449.adjusted by the NATIONAL GEODETIC SURVEY
 JU1449.in June 1991.
 JU1449
 JU1449.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1449.GEOID18 height accuracy estimate available here.
 JU1449
 JU1449.Click photographs - Photos may exist for this station.
 JU1449
 JU1449.The dynamic height is computed by dividing the NAVD 88
 JU1449.geopotential number by the normal gravity value computed on the
 JU1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1449.degrees latitude (g = 980.6199 gals.).
 JU1449
 JU1449.The modeled gravity was interpolated from observed gravity values.
 JU1449
 JU1449;                    North         East    Units  Estimated Accuracy
 JU1449;SPC DE       -   196,077.      189,549.      MT  (+/- 10 meters HH2 GPS)
 JU1449
 JU1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5386501946(NAD 83)
 JU1449
 JU1449                          SUPERSEDED SURVEY CONTROL
 JU1449
 JU1449  NGVD 29 (11/26/84)   49.356  (m)          161.93   (f) ADJUSTED    2 0
 JU1449
 JU1449.Superseded values are not recommended for survey control.
 JU1449
 JU1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1449.See file dsdata.pdf to determine how the superseded data were derived.
 JU1449
 JU1449_MARKER: DB = BENCH MARK DISK
 JU1449_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JU1449_SP_SET: RETAINING WALL
 JU1449_STAMPING: A 22 1959
 JU1449_MARK LOGO: CGS
 JU1449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1449_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1449+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1449
 JU1449  HISTORY     - Date     Condition        Report By
 JU1449  HISTORY     - 1959     MONUMENTED       CGS
 JU1449  HISTORY     - 1981     GOOD             UDE
 JU1449  HISTORY     - 19900308 GOOD             NGS
 JU1449  HISTORY     - 20030311 GOOD             USPSQD
 JU1449  HISTORY     - 20050711 GOOD             GEOCAC
 JU1449  HISTORY     - 20081020 GOOD             DEDT
 JU1449  HISTORY     - 20130711 GOOD             DELCOS
 JU1449
 JU1449                          STATION DESCRIPTION
 JU1449
 JU1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1449'AT WILMINGTON.
 JU1449'AT WILMINGTON, ABOUT 0.25 MILE NORTHEAST ALONG THE BALTIMORE AND
 JU1449'OHIO RAILROAD FROM OVERPASS OVER CONCORD PIKE (U.S. HIGHWAY 202),
 JU1449'ABOUT 0.05 MILE SOUTHWEST OF RR SIGN WILMINGTON CITY LIMITS,
 JU1449'BETWEEN MILEAGE POLES 23+53 AND 23+54, IN THE TOP OF THE TOP STEP
 JU1449'OF THE EAST WING WALL OF NORTHEAST ABUTMENT OF CONCRETE AND STONE
 JU1449'OVERPASS OVER A ROAD LEADING NORTHWEST TO RADIO TOWER WILM AND
 JU1449'THE ROCK MANOR GOLF COURSE, 9 1/2 FEET SOUTHEAST OF SOUTHEAST
 JU1449'RAIL OF SOUTHEAST TRACK AND ABOUT 3 FEET BELOW LEVEL OF TRACK.
 JU1449
 JU1449                          STATION RECOVERY (1981)
 JU1449
 JU1449'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1449'RECOVERED IN GOOD CONDITION.
 JU1449
 JU1449                          STATION RECOVERY (1990)
 JU1449
 JU1449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU1449'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.2 KM (0.12
 JU1449'MI) EAST ALONG NORTH BROOM STREET FROM ITS JUNCTION WITH CONCORD
 JU1449'AVENUE (U.S. HIGHWAY 202) IN WILMINGTON, THENCE 0.2 KM (0.12 MI)
 JU1449'NORTHEASTERLY ALONG BAYNARD BOULEVARD, IN THE TOP STEP OF THE EAST
 JU1449'RETAINING WALL OF THE NORTHEAST ABUTMENT OF A BALTIMORE AND OHIO
 JU1449'RAILROAD OVERPASS, 12.0 M (39.37 FT) WEST OF A RAILROAD CALL BOX ,
 JU1449'11.5 M (37.73 FT) NORTH OF THE CENTER OF DETERIORATED BOULEVARD, 7.0
 JU1449'M (22.97 FT) SOUTHEAST OF THE NEAR RAIL, 5.8 M (19.03 FT) NORTHWEST
 JU1449'OF UTILITY POLE NUMBER 2, 3.6 M (11.81 FT) EAST OF THE CENTER OF THE
 JU1449'OVERPASS, 0.7 M (2.30 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE TOP
 JU1449'STEP, AND FLUSH WITH CONCRETE SURFACE.
 JU1449
 JU1449                          STATION RECOVERY (2003)
 JU1449
 JU1449'RECOVERY NOTE BY US POWER SQUADRON 2003 (RG)
 JU1449'RECOVERED IN GOOD CONDITION.
 JU1449
 JU1449                          STATION RECOVERY (2005)
 JU1449
 JU1449'RECOVERY NOTE BY GEOCACHING 2005 (PR)
 JU1449'RECOVERED IN GOOD CONDITION.
 JU1449
 JU1449                          STATION RECOVERY (2008)
 JU1449
 JU1449'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (AOK)
 JU1449'RECOVERED IN GOOD CONDITION.
 JU1449
 JU1449                          STATION RECOVERY (2013)
 JU1449
 JU1449'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1449'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1689 ***********************************************************************
 JU1689  DESIGNATION -  A 23
 JU1689  PID         -  JU1689
 JU1689  STATE/COUNTY-  DE/NEW CASTLE
 JU1689  COUNTRY     -  US
 JU1689  USGS QUAD   -  NEWARK EAST (2016)
 JU1689
 JU1689                         *CURRENT SURVEY CONTROL
 JU1689  ______________________________________________________________________
 JU1689* NAD 83(1986) POSITION- 39 40 39.     (N) 075 39 27.     (W)   SCALED
 JU1689* NAVD 88 ORTHO HEIGHT -    17.649 (meters)       57.90  (feet) ADJUSTED
 JU1689  ______________________________________________________________________
 JU1689  GEOID HEIGHT    -        -32.995 (meters)                     GEOID18
 JU1689  DYNAMIC HEIGHT  -         17.641 (meters)       57.88  (feet) COMP
 JU1689  MODELED GRAVITY -    980,164.2   (mgal)                       NAVD 88
 JU1689
 JU1689  VERT ORDER      -  SECOND    CLASS 0
 JU1689
 JU1689.The horizontal coordinates were scaled from a map and have
 JU1689.an estimated accuracy of +/- 6 seconds.
 JU1689
 JU1689.The orthometric height was determined by differential leveling and
 JU1689.adjusted by the NATIONAL GEODETIC SURVEY
 JU1689.in June 1991.
 JU1689
 JU1689.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1689.GEOID18 height accuracy estimate available here.
 JU1689
 JU1689.Click photographs - Photos may exist for this station.
 JU1689
 JU1689.The dynamic height is computed by dividing the NAVD 88
 JU1689.geopotential number by the normal gravity value computed on the
 JU1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1689.degrees latitude (g = 980.6199 gals.).
 JU1689
 JU1689.The modeled gravity was interpolated from observed gravity values.
 JU1689
 JU1689;                    North         East    Units  Estimated Accuracy
 JU1689;SPC DE       -   186,250.      179,340.      MT  (+/- 180 meters Scaled)
 JU1689
 JU1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ436921(NAD 83)
 JU1689
 JU1689                          SUPERSEDED SURVEY CONTROL
 JU1689
 JU1689  NGVD 29 (11/26/84)   17.995  (m)           59.04   (f) ADJUSTED    2 0
 JU1689
 JU1689.Superseded values are not recommended for survey control.
 JU1689
 JU1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1689.See file dsdata.pdf to determine how the superseded data were derived.
 JU1689
 JU1689_MARKER: DB = BENCH MARK DISK
 JU1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1689_STAMPING: A 23 1959
 JU1689_MARK LOGO: CGS
 JU1689_PROJECTION: PROJECTING 8 CENTIMETERS
 JU1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1689+STABILITY: SURFACE MOTION
 JU1689
 JU1689  HISTORY     - Date     Condition        Report By
 JU1689  HISTORY     - 1959     MONUMENTED       CGS
 JU1689  HISTORY     - 1976     MARK NOT FOUND   LOCSUR
 JU1689  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1689  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1689
 JU1689                          STATION DESCRIPTION
 JU1689
 JU1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1689'1 MI N FROM CHRISTIANA.
 JU1689'0.95 MILE NORTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 JU1689'STATE HIGHWAY 273 AT CHRISTIANA, 0.75 MILE SOUTH OF THE INTERSECTION
 JU1689'OF CHURCHMANS ROAD, 32 FEET EAST-SOUTHEAST OF THE CENTER LINE
 JU1689'OF THE HIGHWAY, 102 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF A
 JU1689'GRAVEL ROAD LEADING EAST-SOUTHEAST, 4 1/2 FEET SOUTH-SOUTHWEST OF
 JU1689'POWER LINE POLE K 7 110, 1 1/2 FEET WEST-NORTHWEST OF A WIRE
 JU1689'FENCE, 43 1/2 FEET SOUTHWEST OF THE EAST-SOUTHEAST END OF A
 JU1689'18-INCH PIPE CULVERT UNDER THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY,
 JU1689'AND SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JU1689
 JU1689                          STATION RECOVERY (1976)
 JU1689
 JU1689'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 JU1689'MARK NOT FOUND.
 JU1689
 JU1689                          STATION RECOVERY (1981)
 JU1689
 JU1689'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1689'MARK NOT FOUND.
 JU1689
 JU1689                          STATION RECOVERY (2013)
 JU1689
 JU1689'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1689'POSSIBLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0136 ***********************************************************************
 HU0136  DESIGNATION -  A 27
 HU0136  PID         -  HU0136
 HU0136  STATE/COUNTY-  DE/SUSSEX
 HU0136  COUNTRY     -  US
 HU0136  USGS QUAD   -  LEWES (2016)
 HU0136
 HU0136                         *CURRENT SURVEY CONTROL
 HU0136  ______________________________________________________________________
 HU0136* NAD 83(1986) POSITION- 38 45 40.5    (N) 075 08 44.2    (W)   HD_HELD2
 HU0136* NAVD 88 ORTHO HEIGHT -     5.786 (meters)       18.98  (feet) ADJUSTED
 HU0136  ______________________________________________________________________
 HU0136  GEOID HEIGHT    -        -35.640 (meters)                     GEOID18
 HU0136  DYNAMIC HEIGHT  -          5.783 (meters)       18.97  (feet) COMP
 HU0136  MODELED GRAVITY -    980,037.0   (mgal)                       NAVD 88
 HU0136
 HU0136  VERT ORDER      -  SECOND    CLASS 0
 HU0136
 HU0136.The horizontal coordinates were established by autonomous hand held GPS
 HU0136.observations and have an estimated accuracy of +/- 10 meters.
 HU0136
 HU0136.The orthometric height was determined by differential leveling and
 HU0136.adjusted by the NATIONAL GEODETIC SURVEY
 HU0136.in June 1991.
 HU0136
 HU0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0136.GEOID18 height accuracy estimate available here.
 HU0136
 HU0136.Click photographs - Photos may exist for this station.
 HU0136
 HU0136.The dynamic height is computed by dividing the NAVD 88
 HU0136.geopotential number by the normal gravity value computed on the
 HU0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0136.degrees latitude (g = 980.6199 gals.).
 HU0136
 HU0136.The modeled gravity was interpolated from observed gravity values.
 HU0136
 HU0136;                    North         East    Units  Estimated Accuracy
 HU0136;SPC DE       -    84,536.      223,559.      MT  (+/- 10 meters HH2 GPS)
 HU0136
 HU0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8734990292(NAD 83)
 HU0136
 HU0136                          SUPERSEDED SURVEY CONTROL
 HU0136
 HU0136  NGVD 29 (11/26/84)    6.022  (m)           19.76   (f) ADJUSTED    2 0
 HU0136
 HU0136.Superseded values are not recommended for survey control.
 HU0136
 HU0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0136.See file dsdata.pdf to determine how the superseded data were derived.
 HU0136
 HU0136_MARKER: DB = BENCH MARK DISK
 HU0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0136_STAMPING: A 27 1961
 HU0136_MARK LOGO: CGS
 HU0136_PROJECTION: PROJECTING 8 CENTIMETERS
 HU0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0136+STABILITY: SURFACE MOTION
 HU0136
 HU0136  HISTORY     - Date     Condition        Report By
 HU0136  HISTORY     - 1961     MONUMENTED       CGS
 HU0136  HISTORY     - 1981     GOOD             UDE
 HU0136  HISTORY     - 1987     GOOD             USPSQD
 HU0136  HISTORY     - 19930816 GOOD             USPSQD
 HU0136  HISTORY     - 1998     GOOD             USPSQD
 HU0136  HISTORY     - 20070914 POOR             GEOCAC
 HU0136  HISTORY     - 20120210 GOOD             DELCOS
 HU0136
 HU0136                          STATION DESCRIPTION
 HU0136
 HU0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HU0136'1 MI SW FROM LEWES.
 HU0136'1 BLOCK SOUTHEAST TO SAVANNAH ROAD FROM THE POST OFFICE IN LEWES
 HU0136'THENCE 0.1 MILE SOUTHWEST ON SAVANNAH ROAD TO KING HIGHWAY AND
 HU0136'0.85 MILE ON KING HIGHWAY TO THE FIRST BAPTIST CHURCH.  98 FEET
 HU0136'NORTHWEST AND ACROSS THE ROAD FROM THE NORTHWEST CORNER OF THE
 HU0136'CHURCH, 29 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 23 FEET
 HU0136'SOUTHWEST OF THE FIRE HYDRANT AT THE FENCE CORNER AND 1.5 FEET
 HU0136'SOUTHEAST OF THE RIGHT-OF-WAY OF THE FENCE.  1.5 FEET SOUTHWEST OF
 HU0136'A METAL WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP
 HU0136'OF A CONCRETE POST PROJECTING 3 INCHES.
 HU0136
 HU0136                          STATION RECOVERY (1981)
 HU0136
 HU0136'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0136'RECOVERED IN GOOD CONDITION.
 HU0136
 HU0136                          STATION RECOVERY (1987)
 HU0136
 HU0136'RECOVERY NOTE BY US POWER SQUADRON 1987 (DAP)
 HU0136'RECOVERED IN GOOD CONDITION.
 HU0136
 HU0136                          STATION RECOVERY (1993)
 HU0136
 HU0136'RECOVERY NOTE BY US POWER SQUADRON 1993
 HU0136'RECOVERED IN GOOD CONDITION.
 HU0136
 HU0136                          STATION RECOVERY (1998)
 HU0136
 HU0136'RECOVERY NOTE BY US POWER SQUADRON 1998
 HU0136'RECOVERED IN GOOD CONDITION.
 HU0136
 HU0136                          STATION RECOVERY (2007)
 HU0136
 HU0136'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 HU0136'MONUMENT APPEARS TO BE TILTING SLIGHTLY.
 HU0136
 HU0136                          STATION RECOVERY (2012)
 HU0136
 HU0136'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0136'TILTS TO THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0106 ***********************************************************************
 HU0106  DESIGNATION -  A 28
 HU0106  PID         -  HU0106
 HU0106  STATE/COUNTY-  DE/SUSSEX
 HU0106  COUNTRY     -  US
 HU0106  USGS QUAD   -  BETHANY BEACH (2016)
 HU0106
 HU0106                         *CURRENT SURVEY CONTROL
 HU0106  ______________________________________________________________________
 HU0106* NAD 83(1986) POSITION- 38 35 24.     (N) 075 03 42.     (W)   SCALED
 HU0106* NAVD 88 ORTHO HEIGHT -     2.653 (meters)        8.70  (feet) ADJUSTED
 HU0106  ______________________________________________________________________
 HU0106  GEOID HEIGHT    -        -35.748 (meters)                     GEOID18
 HU0106  DYNAMIC HEIGHT  -          2.651 (meters)        8.70  (feet) COMP
 HU0106  MODELED GRAVITY -    980,032.8   (mgal)                       NAVD 88
 HU0106
 HU0106  VERT ORDER      -  SECOND    CLASS 0
 HU0106
 HU0106.The horizontal coordinates were scaled from a map and have
 HU0106.an estimated accuracy of +/- 6 seconds.
 HU0106
 HU0106.The orthometric height was determined by differential leveling and
 HU0106.adjusted by the NATIONAL GEODETIC SURVEY
 HU0106.in June 1991.
 HU0106
 HU0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0106.GEOID18 height accuracy estimate available here.
 HU0106
 HU0106.Click photographs - Photos may exist for this station.
 HU0106
 HU0106.The dynamic height is computed by dividing the NAVD 88
 HU0106.geopotential number by the normal gravity value computed on the
 HU0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0106.degrees latitude (g = 980.6199 gals.).
 HU0106
 HU0106.The modeled gravity was interpolated from observed gravity values.
 HU0106
 HU0106;                    North         East    Units  Estimated Accuracy
 HU0106;SPC DE       -    65,550.      230,930.      MT  (+/- 180 meters Scaled)
 HU0106
 HU0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH946712(NAD 83)
 HU0106
 HU0106                          SUPERSEDED SURVEY CONTROL
 HU0106
 HU0106  NGVD 29 (11/26/84)    2.889  (m)            9.48   (f) ADJUSTED    2 0
 HU0106
 HU0106.Superseded values are not recommended for survey control.
 HU0106
 HU0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0106.See file dsdata.pdf to determine how the superseded data were derived.
 HU0106
 HU0106_MARKER: DB = BENCH MARK DISK
 HU0106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0106_SP_SET: TOWER
 HU0106_STAMPING: A 28 1962
 HU0106_MARK LOGO: CGS
 HU0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0106
 HU0106  HISTORY     - Date     Condition        Report By
 HU0106  HISTORY     - 1962     MONUMENTED       CGS
 HU0106  HISTORY     - 1981     POOR             UDE
 HU0106  HISTORY     - 1982     MARK NOT FOUND   USGS
 HU0106  HISTORY     - 19950825 MARK NOT FOUND   USPSQD
 HU0106
 HU0106                          STATION DESCRIPTION
 HU0106
 HU0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0106'2.6 MI N FROM BETHANY BEACH.
 HU0106'2.65 MILES NORTH ON STATE HIGHWAY 14 FROM ITS JUNCTION WITH STATE
 HU0106'HIGHWAY 26 IN BETHANY BEACH OR 1.2 MILE SOUTH OF BRIDGE OVER
 HU0106'INDIAN RIVER INLET.  90 YARDS NORTH OF NAMAA VILLAGE MOTOR LODGE,
 HU0106'123 FEET EAST OF THE CENTER LINE OF HIGHWAY 14 AND 4 FEET ABOVE
 HU0106'THE LEVEL OF THE GROUND.  SET IN A VERTICAL DRILL HOLE IN THE
 HU0106'SOUTHWEST SIDE OF AN ABANDONED CONCRETE MACHINE-GUN TOWER.
 HU0106
 HU0106                          STATION RECOVERY (1981)
 HU0106
 HU0106'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0106'NOTE--THE MARK IS BADLY BENT UP BY SOMEONE TRYING TO PRY IT OFF.
 HU0106'USE WITH CAUTION.
 HU0106
 HU0106                          STATION RECOVERY (1982)
 HU0106
 HU0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HU0106'MARK NOT FOUND.
 HU0106
 HU0106                          STATION RECOVERY (1995)
 HU0106
 HU0106'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU0106'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0141 ***********************************************************************
 HU0141  DESIGNATION -  A 29
 HU0141  PID         -  HU0141
 HU0141  STATE/COUNTY-  DE/SUSSEX
 HU0141  COUNTRY     -  US
 HU0141  USGS QUAD   -  FRANKFORD (2016)
 HU0141
 HU0141                         *CURRENT SURVEY CONTROL
 HU0141  ______________________________________________________________________
 HU0141* NAD 83(1986) POSITION- 38 33 08.16   (N) 075 08 10.02   (W)   HD_HELD1
 HU0141* NAVD 88 ORTHO HEIGHT -     3.894 (meters)       12.78  (feet) ADJUSTED
 HU0141  ______________________________________________________________________
 HU0141  GEOID HEIGHT    -        -35.775 (meters)                     GEOID18
 HU0141  DYNAMIC HEIGHT  -          3.891 (meters)       12.77  (feet) COMP
 HU0141  MODELED GRAVITY -    980,026.5   (mgal)                       NAVD 88
 HU0141
 HU0141  VERT ORDER      -  SECOND    CLASS 0
 HU0141
 HU0141.The horizontal coordinates were determined by differentially corrected
 HU0141.hand held GPS observations or other comparable positioning techniques
 HU0141.and have an estimated accuracy of +/- 3 meters.
 HU0141
 HU0141.The orthometric height was determined by differential leveling and
 HU0141.adjusted by the NATIONAL GEODETIC SURVEY
 HU0141.in June 1991.
 HU0141
 HU0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0141.GEOID18 height accuracy estimate available here.
 HU0141
 HU0141.Click photographs - Photos may exist for this station.
 HU0141
 HU0141.The dynamic height is computed by dividing the NAVD 88
 HU0141.geopotential number by the normal gravity value computed on the
 HU0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0141.degrees latitude (g = 980.6199 gals.).
 HU0141
 HU0141.The modeled gravity was interpolated from observed gravity values.
 HU0141
 HU0141;                    North         East    Units  Estimated Accuracy
 HU0141;SPC DE       -    61,339.6     224,455.4     MT  (+/- 3 meters HH1 GPS) 
 HU0141
 HU0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8813967101(NAD 83)
 HU0141
 HU0141                          SUPERSEDED SURVEY CONTROL
 HU0141
 HU0141  NGVD 29 (11/26/84)    4.132  (m)           13.56   (f) ADJUSTED    2 0
 HU0141
 HU0141.Superseded values are not recommended for survey control.
 HU0141
 HU0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0141.See file dsdata.pdf to determine how the superseded data were derived.
 HU0141
 HU0141_MARKER: DB = BENCH MARK DISK
 HU0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0141_STAMPING: A 29 1962
 HU0141_MARK LOGO: CGS
 HU0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0141+STABILITY: SURFACE MOTION
 HU0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0141+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1990
 HU0141
 HU0141  HISTORY     - Date     Condition        Report By
 HU0141  HISTORY     - 1962     MONUMENTED       CGS
 HU0141  HISTORY     - 1981     GOOD             UDE
 HU0141  HISTORY     - 19901030 GOOD             NGS
 HU0141  HISTORY     - 20030901 GOOD             INDIV
 HU0141  HISTORY     - 20120214 MARK NOT FOUND   DELCOS
 HU0141
 HU0141                          STATION DESCRIPTION
 HU0141
 HU0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0141'1.9 MI W FROM MILLVILLE.
 HU0141'1.9 MILE WEST ON STATE HIGHWAY 26 FROM THE LORD BALTIMORE HIGH
 HU0141'SCHOOL IN MILLVILLE OR 6.35 MILES EAST ON HIGHWAY 26 FROM THE POST
 HU0141'OFFICE IN DAGSBORO.  0.25 MILE WEST OF THE JUNCTION OF HIGHWAY 26
 HU0141'AND STATE HIGHWAY 17, 127 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 HU0141'OF A BRICK HOUSE, 23.5 FEET NORTH OF THE CENTER LINE OF HIGHWAY 26,
 HU0141'15.5 FEET EAST OF POWER LINE POLE NO. BJ 10, 1.5 FEET SOUTH OF
 HU0141'THE SOUTH END OF A PLANK FENCE ON EAST SIDE OF THE LAWN AND ABOUT
 HU0141'LEVEL WITH THE HIGHWAY.  SET IN THE TOP OF A CONCRETE POST LEVEL WITH
 HU0141'THE GROUND.
 HU0141
 HU0141                          STATION RECOVERY (1981)
 HU0141
 HU0141'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0141'RECOVERED IN GOOD CONDITION.
 HU0141
 HU0141                          STATION RECOVERY (1990)
 HU0141
 HU0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0141'0.4 KM (0.2 MI) WESTERLY ALONG STATE HIGHWAY 26 FROM THE JUNCTION OF
 HU0141'STATE HIGHWAY 17 IN MILLVILLE, 36.6 M (120.1 FT) SOUTHEAST OF THE
 HU0141'SOUTHEAST CORNER OF A BRICK HOUSE, 7.1 M (23.3 FT) NORTH OF AND LEVEL
 HU0141'WITH THE HIGHWAY CENTERLINE, 5.3 M (17.4 FT) EAST OF UTILITY POLE
 HU0141'NUMBER BJ 10, 4.7 M (15.4 FT) SOUTH OF A WITNESS POST, AND THE
 HU0141'MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 HU0141
 HU0141                          STATION RECOVERY (2003)
 HU0141
 HU0141'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JKM)
 HU0141'RECOVERED IN GOOD CONDITION.
 HU0141
 HU0141                          STATION RECOVERY (2012)
 HU0141
 HU0141'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0141'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0045 ***********************************************************************
 HU0045  DESIGNATION -  A 3
 HU0045  PID         -  HU0045
 HU0045  STATE/COUNTY-  DE/SUSSEX
 HU0045  COUNTRY     -  US
 HU0045  USGS QUAD   -  MISPILLION RIVER (2016)
 HU0045
 HU0045                         *CURRENT SURVEY CONTROL
 HU0045  ______________________________________________________________________
 HU0045* NAD 83(1986) POSITION- 38 56 07.1    (N) 075 19 50.6    (W)   HD_HELD2
 HU0045* NAVD 88 ORTHO HEIGHT -     2.651 (meters)        8.70  (feet) ADJUSTED
 HU0045  ______________________________________________________________________
 HU0045  GEOID HEIGHT    -        -35.308 (meters)                     GEOID18
 HU0045  DYNAMIC HEIGHT  -          2.650 (meters)        8.69  (feet) COMP
 HU0045  MODELED GRAVITY -    980,048.8   (mgal)                       NAVD 88
 HU0045
 HU0045  VERT ORDER      -  FIRST     CLASS II
 HU0045
 HU0045.The horizontal coordinates were established by autonomous hand held GPS
 HU0045.observations and have an estimated accuracy of +/- 10 meters.
 HU0045
 HU0045.The orthometric height was determined by differential leveling and
 HU0045.adjusted by the NATIONAL GEODETIC SURVEY
 HU0045.in June 1991.
 HU0045
 HU0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0045.GEOID18 height accuracy estimate available here.
 HU0045
 HU0045.Click photographs - Photos may exist for this station.
 HU0045
 HU0045.The dynamic height is computed by dividing the NAVD 88
 HU0045.geopotential number by the normal gravity value computed on the
 HU0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0045.degrees latitude (g = 980.6199 gals.).
 HU0045
 HU0045.The modeled gravity was interpolated from observed gravity values.
 HU0045
 HU0045;                    North         East    Units  Estimated Accuracy
 HU0045;SPC DE       -   103,827.      207,452.      MT  (+/- 10 meters HH2 GPS)
 HU0045
 HU0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7133609649(NAD 83)
 HU0045
 HU0045                          SUPERSEDED SURVEY CONTROL
 HU0045
 HU0045  NGVD 29 (11/26/84)    2.890  (m)            9.48   (f) ADJUSTED    1 2
 HU0045
 HU0045.Superseded values are not recommended for survey control.
 HU0045
 HU0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0045.See file dsdata.pdf to determine how the superseded data were derived.
 HU0045
 HU0045_MARKER: DB = BENCH MARK DISK
 HU0045_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HU0045_SP_SET: RETAINING WALL
 HU0045_STAMPING: 10.007 A 3 1931
 HU0045_MARK LOGO: CGS
 HU0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0045+STABILITY: SURFACE MOTION
 HU0045
 HU0045  HISTORY     - Date     Condition        Report By
 HU0045  HISTORY     - 1931     MONUMENTED       CGS
 HU0045  HISTORY     - 1962     GOOD             CGS
 HU0045  HISTORY     - 1981     GOOD             UDE
 HU0045  HISTORY     - 19940820 GOOD             USPSQD
 HU0045  HISTORY     - 20220526 GOOD             USPSQD
 HU0045
 HU0045                          STATION DESCRIPTION
 HU0045
 HU0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0045'6.3 MI E FROM MILFORD.
 HU0045'6.3 MILES EAST ALONG STATE HIGHWAY 36 FROM THE PENNSYLVANIA
 HU0045'RAILROAD STATION AT MILFORD, SUSSEX COUNTY, AT FORT SAULSBURY, AT
 HU0045'BATTERY HALL, IN THE FACE OF THE EAST RETAINING WALL, 30 FEET
 HU0045'SOUTH OF THE NORTH END, AND 3.5 FEET ABOVE THE PAVEMENT.  A
 HU0045'STANDARD DISK, STAMPED 10.007 A 3 1931 AND SET VERTICALLY.
 HU0045
 HU0045                          STATION RECOVERY (1981)
 HU0045
 HU0045'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0045'RECOVERED IN GOOD CONDITION.
 HU0045
 HU0045                          STATION RECOVERY (1994)
 HU0045
 HU0045'RECOVERY NOTE BY US POWER SQUADRON 1994
 HU0045'RECOVERED IN GOOD CONDITION.
 HU0045
 HU0045                          STATION RECOVERY (2022)
 HU0045
 HU0045'RECOVERY NOTE BY US POWER SQUADRON 2022 (DLT)
 HU0045'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0198 ***********************************************************************
 HU0198  DESIGNATION -  A 30
 HU0198  PID         -  HU0198
 HU0198  STATE/COUNTY-  DE/SUSSEX
 HU0198  COUNTRY     -  US
 HU0198  USGS QUAD   -  LEWES (2016)
 HU0198
 HU0198                         *CURRENT SURVEY CONTROL
 HU0198  ______________________________________________________________________
 HU0198* NAD 83(1986) POSITION- 38 49 20.3    (N) 075 14 15.7    (W)   HD_HELD2
 HU0198* NAVD 88 ORTHO HEIGHT -     1.048 (meters)        3.44  (feet) ADJUSTED
 HU0198  ______________________________________________________________________
 HU0198  GEOID HEIGHT    -        -35.553 (meters)                     GEOID18
 HU0198  DYNAMIC HEIGHT  -          1.047 (meters)        3.44  (feet) COMP
 HU0198  MODELED GRAVITY -    980,039.7   (mgal)                       NAVD 88
 HU0198
 HU0198  VERT ORDER      -  FIRST     CLASS II
 HU0198
 HU0198.The horizontal coordinates were established by autonomous hand held GPS
 HU0198.observations and have an estimated accuracy of +/- 10 meters.
 HU0198
 HU0198.The orthometric height was determined by differential leveling and
 HU0198.adjusted by the NATIONAL GEODETIC SURVEY
 HU0198.in January 2013.
 HU0198
 HU0198.No vertical observational check was made to the station.
 HU0198
 HU0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0198.GEOID18 height accuracy estimate available here.
 HU0198
 HU0198.Click photographs - Photos may exist for this station.
 HU0198
 HU0198.The dynamic height is computed by dividing the NAVD 88
 HU0198.geopotential number by the normal gravity value computed on the
 HU0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0198.degrees latitude (g = 980.6199 gals.).
 HU0198
 HU0198.The modeled gravity was interpolated from observed gravity values.
 HU0198
 HU0198;                    North         East    Units  Estimated Accuracy
 HU0198;SPC DE       -    91,294.      215,542.      MT  (+/- 10 meters HH2 GPS)
 HU0198
 HU0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7936697084(NAD 83)
 HU0198
 HU0198                          SUPERSEDED SURVEY CONTROL
 HU0198
 HU0198  NAVD 88 (06/15/91)    1.037  (m)            3.40   (f) SUPERSEDED  2 1
 HU0198  NGVD 29 (11/26/84)    1.276  (m)            4.19   (f) ADJUSTED    2 0
 HU0198
 HU0198.Superseded values are not recommended for survey control.
 HU0198
 HU0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0198.See file dsdata.pdf to determine how the superseded data were derived.
 HU0198
 HU0198_MARKER: DB = BENCH MARK DISK
 HU0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0198_STAMPING: A 30 1962
 HU0198_MARK LOGO: CGS
 HU0198_PROJECTION: FLUSH
 HU0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0198+STABILITY: SURFACE MOTION
 HU0198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0198+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2011
 HU0198
 HU0198  HISTORY     - Date     Condition        Report By
 HU0198  HISTORY     - 1962     MONUMENTED       CGS
 HU0198  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0198  HISTORY     - 19940927 MARK NOT FOUND   USPSQD
 HU0198  HISTORY     - 20050314 GOOD             INDIV
 HU0198  HISTORY     - 20060510 GOOD             GEOMET
 HU0198  HISTORY     - 20100414 GOOD             DEDT
 HU0198  HISTORY     - 20110501 GOOD             DEDT
 HU0198  HISTORY     - 20121210 GOOD             DEDT
 HU0198
 HU0198                          STATION DESCRIPTION
 HU0198
 HU0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0198'1.6 MI SW FROM BROADKILL BEACH.
 HU0198'1.65 MILES SOUTHWEST ON STATE HIGHWAY 16 FROM ITS END AT BROADKILL
 HU0198'BEACH OR 2.15 MILES NORTHEAST ON HIGHWAY 16 FROM THE CROSSING OF
 HU0198'STATE HIGHWAY 14.  109 FEET SOUTHWEST OF POWER LINE POLE, 61.8 FEET
 HU0198'NORTHEAST AND ACROSS HIGHWAY 16 FROM CABLE LINE POLE NO. NB 149, 54
 HU0198'FEET EAST OF THE CENTER OF A GATE LEADING TO A PASTURE, 33 FEET
 HU0198'NORTH OF THE CENTER LINE OF HIGHWAY 16, ON OUTSIDE OF CURVE, 1.5
 HU0198'FEET SOUTH OF FENCE LINE, 2 FEET WEST OF A WOODEN WITNESS POST AND
 HU0198'ABOUT LEVEL WITH THE HIGHWAY.  SET IN A CONCRETE POST PROJECTING 3
 HU0198'INCHES.
 HU0198
 HU0198                          STATION RECOVERY (1981)
 HU0198
 HU0198'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0198'MARK NOT FOUND.
 HU0198
 HU0198                          STATION RECOVERY (1994)
 HU0198
 HU0198'RECOVERY NOTE BY US POWER SQUADRON 1994
 HU0198'MARK NOT FOUND.
 HU0198
 HU0198                          STATION RECOVERY (2005)
 HU0198
 HU0198'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (TAF)
 HU0198'RECOVERED IN GOOD CONDITION.
 HU0198
 HU0198                          STATION RECOVERY (2006)
 HU0198
 HU0198'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2006 (CCG)
 HU0198'RECOVERED IN GOOD CONDITION.
 HU0198
 HU0198                          STATION RECOVERY (2010)
 HU0198
 HU0198'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (JC)
 HU0198'MARK IS 1.7 MI SW OF THE BRIDGE IN BROADKILL BEACH OR 2.2 MI NORTHEAST
 HU0198'OF THE INTERSECTION OF STATE ROUTE 16 (BROADKILL ROAD) AND STATE ROUTE
 HU0198'1 (COASTAL HWY).
 HU0198
 HU0198                          STATION RECOVERY (2011)
 HU0198
 HU0198'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2011 (BRC)
 HU0198'RECOVERED AS DESCRIBED.
 HU0198
 HU0198                          STATION RECOVERY (2012)
 HU0198
 HU0198'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (ADL)
 HU0198'7 FEET SOUTH ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0183 ***********************************************************************
 HU0183  DESIGNATION -  A 33
 HU0183  PID         -  HU0183
 HU0183  STATE/COUNTY-  DE/SUSSEX
 HU0183  COUNTRY     -  US
 HU0183  USGS QUAD   -  MILTON (2016)
 HU0183
 HU0183                         *CURRENT SURVEY CONTROL
 HU0183  ______________________________________________________________________
 HU0183* NAD 83(1986) POSITION- 38 52 09.     (N) 075 21 44.     (W)   SCALED
 HU0183* NAVD 88 ORTHO HEIGHT -     6.918 (meters)       22.70  (feet) ADJUSTED
 HU0183  ______________________________________________________________________
 HU0183  GEOID HEIGHT    -        -35.419 (meters)                     GEOID18
 HU0183  DYNAMIC HEIGHT  -          6.914 (meters)       22.68  (feet) COMP
 HU0183  MODELED GRAVITY -    980,040.5   (mgal)                       NAVD 88
 HU0183
 HU0183  VERT ORDER      -  SECOND    CLASS 0
 HU0183
 HU0183.The horizontal coordinates were scaled from a map and have
 HU0183.an estimated accuracy of +/- 6 seconds.
 HU0183
 HU0183.The orthometric height was determined by differential leveling and
 HU0183.adjusted by the NATIONAL GEODETIC SURVEY
 HU0183.in June 1991.
 HU0183
 HU0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0183.GEOID18 height accuracy estimate available here.
 HU0183
 HU0183.Click photographs - Photos may exist for this station.
 HU0183
 HU0183.The dynamic height is computed by dividing the NAVD 88
 HU0183.geopotential number by the normal gravity value computed on the
 HU0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0183.degrees latitude (g = 980.6199 gals.).
 HU0183
 HU0183.The modeled gravity was interpolated from observed gravity values.
 HU0183
 HU0183;                    North         East    Units  Estimated Accuracy
 HU0183;SPC DE       -    96,480.      204,730.      MT  (+/- 180 meters Scaled)
 HU0183
 HU0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ685023(NAD 83)
 HU0183
 HU0183                          SUPERSEDED SURVEY CONTROL
 HU0183
 HU0183  NGVD 29 (11/26/84)    7.158  (m)           23.48   (f) ADJUSTED    2 0
 HU0183
 HU0183.Superseded values are not recommended for survey control.
 HU0183
 HU0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0183.See file dsdata.pdf to determine how the superseded data were derived.
 HU0183
 HU0183_MARKER: DB = BENCH MARK DISK
 HU0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0183_STAMPING: A 33 1962
 HU0183_MARK LOGO: CGS
 HU0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0183+STABILITY: SURFACE MOTION
 HU0183
 HU0183  HISTORY     - Date     Condition        Report By
 HU0183  HISTORY     - 1962     MONUMENTED       CGS
 HU0183  HISTORY     - 1981     GOOD             UDE
 HU0183  HISTORY     - 19940927 MARK NOT FOUND   USPSQD
 HU0183  HISTORY     - 20120207 GOOD             DELCOS
 HU0183
 HU0183                          STATION DESCRIPTION
 HU0183
 HU0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0183'0.9 MI W FROM ARGO CORNERS.
 HU0183'0.9 MILE WEST ON BLACKTOPPED ROAD FROM THE CROSSROAD AT ARGO
 HU0183'CORNERS.  148 FEET SOUTH AND ACROSS THE ROAD FROM THE SOUTH CORNER
 HU0183'OF A 2 STORIED FARM HOUSE, 73 FEET SOUTH OF THE CENTER LINE OF
 HU0183'BLACKTOPPED ROAD RUNNING EAST AND WEST, 22 FEET EAST OF THE CENTER
 HU0183'LINE OF BLACKTOPPED ROAD RUNNING SOUTHWEST AND NORTHEAST, 15 FEET
 HU0183'SOUTHWEST OF A FENCE CORNER, 1 FOOT WEST OF FENCE LINE AND 2 FEET
 HU0183'NORTHEAST OF A METAL WITNESS POST.  SET IN THE TOP OF A CONCRETE
 HU0183'POST PROJECTING 3 INCHES.
 HU0183
 HU0183                          STATION RECOVERY (1981)
 HU0183
 HU0183'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0183'NOTE--THE MARK HAS BEEN HIT BY MACHINERY, BADLY CHOPPED
 HU0183'BUT BUT MARK IS SOLID INTACT.
 HU0183
 HU0183                          STATION RECOVERY (1994)
 HU0183
 HU0183'RECOVERY NOTE BY US POWER SQUADRON 1994
 HU0183'MARK NOT FOUND.
 HU0183
 HU0183                          STATION RECOVERY (2012)
 HU0183
 HU0183'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0183'DAMAGED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0741 ***********************************************************************
 HU0741  DESIGNATION -  A 34
 HU0741  PID         -  HU0741
 HU0741  STATE/COUNTY-  DE/KENT
 HU0741  COUNTRY     -  US
 HU0741  USGS QUAD   -  GREENWOOD (2016)
 HU0741
 HU0741                         *CURRENT SURVEY CONTROL
 HU0741  ______________________________________________________________________
 HU0741* NAD 83(1986) POSITION- 38 51 13.     (N) 075 34 57.     (W)   SCALED
 HU0741* NAVD 88 ORTHO HEIGHT -    17.688 (meters)       58.03  (feet) ADJUSTED
 HU0741  ______________________________________________________________________
 HU0741  GEOID HEIGHT    -        -35.277 (meters)                     GEOID18
 HU0741  DYNAMIC HEIGHT  -         17.677 (meters)       58.00  (feet) COMP
 HU0741  MODELED GRAVITY -    980,035.6   (mgal)                       NAVD 88
 HU0741
 HU0741  VERT ORDER      -  FIRST     CLASS I
 HU0741
 HU0741.The horizontal coordinates were scaled from a map and have
 HU0741.an estimated accuracy of +/- 6 seconds.
 HU0741
 HU0741.The orthometric height was determined by differential leveling and
 HU0741.adjusted by the NATIONAL GEODETIC SURVEY
 HU0741.in June 1991.
 HU0741
 HU0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0741.GEOID18 height accuracy estimate available here.
 HU0741
 HU0741.Click photographs - Photos may exist for this station.
 HU0741
 HU0741.The dynamic height is computed by dividing the NAVD 88
 HU0741.geopotential number by the normal gravity value computed on the
 HU0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0741.degrees latitude (g = 980.6199 gals.).
 HU0741
 HU0741.The modeled gravity was interpolated from observed gravity values.
 HU0741
 HU0741;                    North         East    Units  Estimated Accuracy
 HU0741;SPC DE       -    94,770.      185,610.      MT  (+/- 180 meters Scaled)
 HU0741
 HU0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ494006(NAD 83)
 HU0741
 HU0741                          SUPERSEDED SURVEY CONTROL
 HU0741
 HU0741  NGVD 29 (11/26/84)   17.932  (m)           58.83   (f) ADJUSTED    1 1
 HU0741
 HU0741.Superseded values are not recommended for survey control.
 HU0741
 HU0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0741.See file dsdata.pdf to determine how the superseded data were derived.
 HU0741
 HU0741_MARKER: DB = BENCH MARK DISK
 HU0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0741_STAMPING: A 34 1963
 HU0741_MARK LOGO: CGS
 HU0741_PROJECTION: PROJECTING 5 CENTIMETERS
 HU0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0741+STABILITY: SURFACE MOTION
 HU0741
 HU0741  HISTORY     - Date     Condition        Report By
 HU0741  HISTORY     - 1963     MONUMENTED       CGS
 HU0741  HISTORY     - 1981     GOOD             UDE
 HU0741  HISTORY     - 20120320 MARK NOT FOUND   DELCOS
 HU0741
 HU0741                          STATION DESCRIPTION
 HU0741
 HU0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0741'3.3 MI N FROM GREENWOOD.
 HU0741'3.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0741'AT GREENWOOD, ABOUT 0.15 MILE SOUTH OF MILEPOST 69, ABOUT 0.1
 HU0741'MILE SOUTH OF A BLACK TOP ROAD CROSSING, 29.5 FEET WEST OF WEST
 HU0741'RAIL, 20 FEET SOUTH OF THE SOUTHEAST CORNER OF A FENCE, 3 1/2
 HU0741'FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET NORTH OF A STEEL WITNESS
 HU0741'POST, 2 FEET BELOW LEVEL OF TRACK, AND SET IN THE TOP OF A
 HU0741'CONCRETE POST PROJECTING 2 INCHES.
 HU0741
 HU0741                          STATION RECOVERY (1981)
 HU0741
 HU0741'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0741'RECOVERED IN GOOD CONDITION.
 HU0741
 HU0741                          STATION RECOVERY (2012)
 HU0741
 HU0741'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0741'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1111 ***********************************************************************
 JU1111  DESIGNATION -  A 35
 JU1111  PID         -  JU1111
 JU1111  STATE/COUNTY-  DE/KENT
 JU1111  COUNTRY     -  US
 JU1111  USGS QUAD   -  DOVER (2016)
 JU1111
 JU1111                         *CURRENT SURVEY CONTROL
 JU1111  ______________________________________________________________________
 JU1111* NAD 83(1986) POSITION- 39 07 57.     (N) 075 32 45.     (W)   SCALED
 JU1111* NAVD 88 ORTHO HEIGHT -    12.879 (meters)       42.25  (feet) ADJUSTED
 JU1111  ______________________________________________________________________
 JU1111  GEOID HEIGHT    -        -34.458 (meters)                     GEOID18
 JU1111  DYNAMIC HEIGHT  -         12.872 (meters)       42.23  (feet) COMP
 JU1111  MODELED GRAVITY -    980,081.4   (mgal)                       NAVD 88
 JU1111
 JU1111  VERT ORDER      -  FIRST     CLASS I
 JU1111
 JU1111.The horizontal coordinates were scaled from a map and have
 JU1111.an estimated accuracy of +/- 6 seconds.
 JU1111
 JU1111.The orthometric height was determined by differential leveling and
 JU1111.adjusted by the NATIONAL GEODETIC SURVEY
 JU1111.in June 1991.
 JU1111
 JU1111.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1111.GEOID18 height accuracy estimate available here.
 JU1111
 JU1111.Click photographs - Photos may exist for this station.
 JU1111
 JU1111.The dynamic height is computed by dividing the NAVD 88
 JU1111.geopotential number by the normal gravity value computed on the
 JU1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1111.degrees latitude (g = 980.6199 gals.).
 JU1111
 JU1111.The modeled gravity was interpolated from observed gravity values.
 JU1111
 JU1111;                    North         East    Units  Estimated Accuracy
 JU1111;SPC DE       -   125,720.      188,830.      MT  (+/- 180 meters Scaled)
 JU1111
 JU1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ528316(NAD 83)
 JU1111
 JU1111                          SUPERSEDED SURVEY CONTROL
 JU1111
 JU1111  NGVD 29 (11/26/84)   13.116  (m)           43.03   (f) ADJUSTED    1 1
 JU1111
 JU1111.Superseded values are not recommended for survey control.
 JU1111
 JU1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1111.See file dsdata.pdf to determine how the superseded data were derived.
 JU1111
 JU1111_MARKER: DB = BENCH MARK DISK
 JU1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1111_STAMPING: A 35 1963
 JU1111_MARK LOGO: CGS
 JU1111_PROJECTION: PROJECTING 8 CENTIMETERS
 JU1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1111+STABILITY: SURFACE MOTION
 JU1111
 JU1111  HISTORY     - Date     Condition        Report By
 JU1111  HISTORY     - 1963     MONUMENTED       CGS
 JU1111  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1111
 JU1111                          STATION DESCRIPTION
 JU1111
 JU1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1111'1.2 MI NE FROM WYOMING.
 JU1111'1.25 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1111'STATION AT WYOMING, ABOUT 1.95 MILES SOUTH AND SOUTHWEST ALONG
 JU1111'THE PENNSYLVANIA RAILROAD FROM THE BUILDING HOUSING THE LIBRARY
 JU1111'COMMISSION OF THE STATE OF DELAWARE (FORMERLY RAILROAD STATION),
 JU1111'ABOUT 0.55 MILE SOUTHWEST OF MILEPOST 49, AT THE JUNCTION OF A
 JU1111'BLACK TOP ROAD PARALLELING TRACK AND A ROAD LEADING EAST, 187
 JU1111'FEET NORTH OF CENTER OF JUNCTION, 29.5 FEET NORTHWEST OF CENTERLINE
 JU1111'OF ROAD PARALLELING TRACK, 34.5 FEET SOUTHEAST OF SOUTHEAST RAIL
 JU1111'OF MAIN TRACK, 3 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 1.5
 JU1111'FEET NORTHEAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH TRACK,
 JU1111'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JU1111
 JU1111                          STATION RECOVERY (1981)
 JU1111
 JU1111'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1111'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2484 ***********************************************************************
 JU2484  DESIGNATION -  A 35 RESET
 JU2484  PID         -  JU2484
 JU2484  STATE/COUNTY-  DE/KENT
 JU2484  COUNTRY     -  US
 JU2484  USGS QUAD   -  DOVER (2016)
 JU2484
 JU2484                         *CURRENT SURVEY CONTROL
 JU2484  ______________________________________________________________________
 JU2484* NAD 83(1986) POSITION- 39 07 57.8    (N) 075 32 42.7    (W)   HD_HELD2
 JU2484* NAVD 88 ORTHO HEIGHT -    12.70  (+/-2cm)       41.7   (feet) VERTCON3
 JU2484  ______________________________________________________________________
 JU2484  GEOID HEIGHT    -        -34.458 (meters)                     GEOID18
 JU2484  VERT ORDER      -  THIRD (See Below)
 JU2484
 JU2484.The horizontal coordinates were established by autonomous hand held GPS
 JU2484.observations and have an estimated accuracy of +/- 10 meters.
 JU2484
 JU2484.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2484
 JU2484.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2484.GEOID18 height accuracy estimate available here.
 JU2484
 JU2484.The vertical order pertains to the NGVD 29 superseded value.
 JU2484
 JU2484.Click photographs - Photos may exist for this station.
 JU2484
 JU2484;                    North         East    Units  Estimated Accuracy
 JU2484;SPC DE       -   125,748.      188,887.      MT  (+/- 10 meters HH2 GPS)
 JU2484
 JU2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5287831646(NAD 83)
 JU2484
 JU2484                          SUPERSEDED SURVEY CONTROL
 JU2484
 JU2484  NGVD 29 (??/??/??)   12.94   (m)           42.5    (f) RESET       3  
 JU2484
 JU2484.Superseded values are not recommended for survey control.
 JU2484
 JU2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2484.See file dsdata.pdf to determine how the superseded data were derived.
 JU2484
 JU2484_MARKER: DV = VERTICAL CONTROL DISK
 JU2484_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU2484_SP_SET: SIDEWALK
 JU2484_STAMPING: A 35 RESET 1975
 JU2484_MARK LOGO: NGS
 JU2484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2484+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 JU2484
 JU2484  HISTORY     - Date     Condition        Report By
 JU2484  HISTORY     - 1975     MONUMENTED       NGS
 JU2484  HISTORY     - 20020615 GOOD             USPSQD
 JU2484  HISTORY     - 20060319 GOOD             USPSQD
 JU2484  HISTORY     - 20111122 MARK NOT FOUND   DELCOS
 JU2484
 JU2484                          STATION DESCRIPTION
 JU2484
 JU2484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 JU2484'1.2 MI NE FROM WYOMING.
 JU2484'25 MILES NORTH ALONG EAST SIDE OF THE RAILROAD TRACKS FROM THE RAIL-
 JU2484'ROAD DEPOT IN WYOMING. IN THE NORTHEAST ANGLE OF A T-INTERSECTION AND
 JU2484'JUST SOUTHWEST OF A LARGE BUILDING OWNED BY THE DELAWARE STATE NEWS.
 JU2484'IT IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE SIDEWALK ALONG
 JU2484'THE SOUTHWEST EDGE OF THE BUILDING, 87 FEET EAST OF THE CENTER OF
 JU2484'BURTON ROAD, 13.5 FEET SOUTH-SOUTHEAST OF THE MOST SOUTHWEST ENT-
 JU2484'RANCE TO THE BUILDING AND 1 FOOT SOUTHWEST OF THE SOUTHWEST CORNER OF
 JU2484'THE BUILDING. NOTE--THE OLD BENCH MARK WAS LEFT INTACT AT THIS DATE
 JU2484'DUE TO THE CONSTRUCTION PROJECT BEING TIED TO IT.
 JU2484
 JU2484                          STATION RECOVERY (2002)
 JU2484
 JU2484'RECOVERY NOTE BY US POWER SQUADRON 2002 (AL)
 JU2484'RECOVERED IN GOOD CONDITION.
 JU2484
 JU2484                          STATION RECOVERY (2006)
 JU2484
 JU2484'RECOVERY NOTE BY US POWER SQUADRON 2006 (AL)
 JU2484'RECOVERED IN GOOD CONDITION.
 JU2484
 JU2484                          STATION RECOVERY (2011)
 JU2484
 JU2484'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 JU2484'NEW SIDEWALK CONSTRUCTED IN AREA
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0055 ***********************************************************************
 HU0055  DESIGNATION -  A 36
 HU0055  PID         -  HU0055
 HU0055  STATE/COUNTY-  DE/SUSSEX
 HU0055  COUNTRY     -  US
 HU0055  USGS QUAD   -  ELLENDALE (2016)
 HU0055
 HU0055                         *CURRENT SURVEY CONTROL
 HU0055  ______________________________________________________________________
 HU0055* NAD 83(1986) POSITION- 38 51 40.     (N) 075 25 26.     (W)   SCALED
 HU0055* NAVD 88 ORTHO HEIGHT -    14.172 (meters)       46.50  (feet) ADJUSTED
 HU0055  ______________________________________________________________________
 HU0055  GEOID HEIGHT    -        -35.389 (meters)                     GEOID18
 HU0055  DYNAMIC HEIGHT  -         14.164 (meters)       46.47  (feet) COMP
 HU0055  MODELED GRAVITY -    980,037.9   (mgal)                       NAVD 88
 HU0055
 HU0055  VERT ORDER      -  FIRST     CLASS I
 HU0055
 HU0055.The horizontal coordinates were scaled from a map and have
 HU0055.an estimated accuracy of +/- 6 seconds.
 HU0055
 HU0055.The orthometric height was determined by differential leveling and
 HU0055.adjusted by the NATIONAL GEODETIC SURVEY
 HU0055.in June 1991.
 HU0055
 HU0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0055.GEOID18 height accuracy estimate available here.
 HU0055
 HU0055.Click photographs - Photos may exist for this station.
 HU0055
 HU0055.The dynamic height is computed by dividing the NAVD 88
 HU0055.geopotential number by the normal gravity value computed on the
 HU0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0055.degrees latitude (g = 980.6199 gals.).
 HU0055
 HU0055.The modeled gravity was interpolated from observed gravity values.
 HU0055
 HU0055;                    North         East    Units  Estimated Accuracy
 HU0055;SPC DE       -    95,590.      199,370.      MT  (+/- 180 meters Scaled)
 HU0055
 HU0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ632014(NAD 83)
 HU0055
 HU0055                          SUPERSEDED SURVEY CONTROL
 HU0055
 HU0055  NGVD 29 (11/26/84)   14.416  (m)           47.30   (f) ADJUSTED    1 1
 HU0055
 HU0055.Superseded values are not recommended for survey control.
 HU0055
 HU0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0055.See file dsdata.pdf to determine how the superseded data were derived.
 HU0055
 HU0055_MARKER: DB = BENCH MARK DISK
 HU0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0055_STAMPING: A 36 1963
 HU0055_MARK LOGO: CGS
 HU0055_PROJECTION: PROJECTING 5 CENTIMETERS
 HU0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0055+STABILITY: SURFACE MOTION
 HU0055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0055+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2022
 HU0055
 HU0055  HISTORY     - Date     Condition        Report By
 HU0055  HISTORY     - 1963     MONUMENTED       CGS
 HU0055  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0055  HISTORY     - 1995     MARK NOT FOUND   USPSQD
 HU0055  HISTORY     - 20220430 GOOD             INDIV
 HU0055
 HU0055                          STATION DESCRIPTION
 HU0055
 HU0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0055'3.7 MI N FROM ELLENDALE.
 HU0055'ABOUT 3.7 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HU0055'CROSSING OF STATE HIGHWAY 16 AT ELLENDALE, ABOUT 3.4 MILES SOUTH
 HU0055'ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT MILFORD, ABOUT
 HU0055'0.25 MILE NORTH OF MILEPOST 12, ABOUT 0.15 MILE SOUTH OF A BLACK
 HU0055'TOP ROAD CROSSING, AT THE NORTHWEST CORNER OF A CULTIVATED FIELD
 HU0055'WITH A HEDGE ROW LEADING EAST, 27 FEET SOUTH OF THE END OF THE
 HU0055'HEDGE ROW AT THE NORTHWEST CORNER OF THE FIELD, 22 FEET EAST OF
 HU0055'EAST RAIL, 1.5 FEET SOUTH OF A STEEL WITNESS POST, 2 FEET ABOVE
 HU0055'LEVEL OF TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HU0055'2 INCHES.
 HU0055
 HU0055                          STATION RECOVERY (1981)
 HU0055
 HU0055'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0055'MARK NOT FOUND.
 HU0055
 HU0055                          STATION RECOVERY (1995)
 HU0055
 HU0055'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU0055'MARK NOT FOUND.
 HU0055
 HU0055                          STATION RECOVERY (2022)
 HU0055
 HU0055'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2022 (CZ)
 HU0055'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1036 ***********************************************************************
 JU1036  DESIGNATION -  A 37
 JU1036  PID         -  JU1036
 JU1036  STATE/COUNTY-  DE/KENT
 JU1036  COUNTRY     -  US
 JU1036  USGS QUAD   -  LITTLE CREEK (2016)
 JU1036
 JU1036                         *CURRENT SURVEY CONTROL
 JU1036  ______________________________________________________________________
 JU1036* NAD 83(1986) POSITION- 39 11 38.     (N) 075 24 10.     (W)   SCALED
 JU1036* NAVD 88 ORTHO HEIGHT -     1.338 (meters)        4.39  (feet) ADJUSTED
 JU1036  ______________________________________________________________________
 JU1036  GEOID HEIGHT    -        -34.417 (meters)                     GEOID18
 JU1036  DYNAMIC HEIGHT  -          1.338 (meters)        4.39  (feet) COMP
 JU1036  MODELED GRAVITY -    980,092.0   (mgal)                       NAVD 88
 JU1036
 JU1036  VERT ORDER      -  FIRST     CLASS I
 JU1036
 JU1036.The horizontal coordinates were scaled from a map and have
 JU1036.an estimated accuracy of +/- 6 seconds.
 JU1036
 JU1036.The orthometric height was determined by differential leveling and
 JU1036.adjusted by the NATIONAL GEODETIC SURVEY
 JU1036.in June 1991.
 JU1036
 JU1036.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1036.GEOID18 height accuracy estimate available here.
 JU1036
 JU1036.Click photographs - Photos may exist for this station.
 JU1036
 JU1036.The dynamic height is computed by dividing the NAVD 88
 JU1036.geopotential number by the normal gravity value computed on the
 JU1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1036.degrees latitude (g = 980.6199 gals.).
 JU1036
 JU1036.The modeled gravity was interpolated from observed gravity values.
 JU1036
 JU1036;                    North         East    Units  Estimated Accuracy
 JU1036;SPC DE       -   132,530.      201,200.      MT  (+/- 180 meters Scaled)
 JU1036
 JU1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ652383(NAD 83)
 JU1036
 JU1036                          SUPERSEDED SURVEY CONTROL
 JU1036
 JU1036  NGVD 29 (11/26/84)    1.578  (m)            5.18   (f) ADJUSTED    1 1
 JU1036
 JU1036.Superseded values are not recommended for survey control.
 JU1036
 JU1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1036.See file dsdata.pdf to determine how the superseded data were derived.
 JU1036
 JU1036_MARKER: DB = BENCH MARK DISK
 JU1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1036_STAMPING: A 37 1963
 JU1036_MARK LOGO: CGS
 JU1036_PROJECTION: PROJECTING 8 CENTIMETERS
 JU1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1036+STABILITY: SURFACE MOTION
 JU1036
 JU1036  HISTORY     - Date     Condition        Report By
 JU1036  HISTORY     - 1963     MONUMENTED       CGS
 JU1036  HISTORY     - 1973     GOOD             NGS
 JU1036  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1036  HISTORY     - 19910822 MARK NOT FOUND   USGS
 JU1036  HISTORY     - 20120322 MARK NOT FOUND   DELCOS
 JU1036
 JU1036                          STATION DESCRIPTION
 JU1036
 JU1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1036'3.7 MI E FROM LITTLE CREEK.
 JU1036'ABOUT 3.7 MILES EAST AND NORTHEAST ALONG A BLACK TOP ROAD
 JU1036'LEADING TO PORT MAHON FROM THE SCHOOL AT LITTLE CREEK, AT THE
 JU1036'END OF THE ROAD, AT JENKINS WHARF AND GENERAL STORE, 84 FEET
 JU1036'SOUTHWEST OF THE SOUTH CORNER OF THE STORE BUILDING, 44 FEET
 JU1036'NORTHWEST OF THE CENTERLINE OF THE ROAD AT THE END, 42 1/2
 JU1036'FEET NORTHEAST OF TELEPHONE POLE AB194-119, 1.5 FEET NORTHWEST
 JU1036'OF A STEEL WITNESS POST, ABOUT LEVEL WITH ROAD, AND SET IN THE TOP
 JU1036'OF A CONCRETE POST PROJECTING 3 INCHES.
 JU1036
 JU1036                          STATION RECOVERY (1973)
 JU1036
 JU1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JU1036'RECOVERED IN GOOD CONDITION.
 JU1036
 JU1036                          STATION RECOVERY (1981)
 JU1036
 JU1036'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1036'MARK NOT FOUND.
 JU1036
 JU1036                          STATION RECOVERY (1991)
 JU1036
 JU1036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1036'MARK NOT FOUND.
 JU1036
 JU1036                          STATION RECOVERY (2012)
 JU1036
 JU1036'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1036'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1074 ***********************************************************************
 JU1074  DESIGNATION -  A 38
 JU1074  PID         -  JU1074
 JU1074  STATE/COUNTY-  DE/NEW CASTLE
 JU1074  COUNTRY     -  US
 JU1074  USGS QUAD   -  MIDDLETOWN (2016)
 JU1074
 JU1074                         *CURRENT SURVEY CONTROL
 JU1074  ______________________________________________________________________
 JU1074* NAD 83(1986) POSITION- 39 22 41.3    (N) 075 41 04.3    (W)   HD_HELD2
 JU1074* NAVD 88 ORTHO HEIGHT -    15.683 (meters)       51.45  (feet) ADJUSTED
 JU1074  ______________________________________________________________________
 JU1074  GEOID HEIGHT    -        -33.639 (meters)                     GEOID18
 JU1074  DYNAMIC HEIGHT  -         15.675 (meters)       51.43  (feet) COMP
 JU1074  MODELED GRAVITY -    980,115.5   (mgal)                       NAVD 88
 JU1074  OBS GRAVITY     -    980,111.0   (mgal)                       GRAV_OBS
 JU1074
 JU1074  VERT ORDER      -  FIRST     CLASS I
 JU1074
 JU1074.The horizontal coordinates were established by autonomous hand held GPS
 JU1074.observations and have an estimated accuracy of +/- 10 meters.
 JU1074
 JU1074.The orthometric height was determined by differential leveling and
 JU1074.adjusted by the NATIONAL GEODETIC SURVEY
 JU1074.in June 1991.
 JU1074
 JU1074.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1074.GEOID18 height accuracy estimate available here.
 JU1074
 JU1074.Click photographs - Photos may exist for this station.
 JU1074
 JU1074.The dynamic height is computed by dividing the NAVD 88
 JU1074.geopotential number by the normal gravity value computed on the
 JU1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1074.degrees latitude (g = 980.6199 gals.).
 JU1074
 JU1074.The modeled gravity was interpolated from observed gravity values.
 JU1074
 JU1074.The observed gravity was obtained from relative gravimeter ties
 JU1074.to the IGSN71 gravity network.
 JU1074
 JU1074;                    North         East    Units  Estimated Accuracy
 JU1074;SPC DE       -   153,020.      176,920.      MT  (+/- 10 meters HH2 GPS)
 JU1074
 JU1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4104258963(NAD 83)
 JU1074
 JU1074                          SUPERSEDED SURVEY CONTROL
 JU1074
 JU1074  NGVD 29 (11/26/84)   15.923  (m)           52.24   (f) ADJUSTED    1 1
 JU1074
 JU1074.Superseded values are not recommended for survey control.
 JU1074
 JU1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1074.See file dsdata.pdf to determine how the superseded data were derived.
 JU1074
 JU1074_MARKER: DB = BENCH MARK DISK
 JU1074_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU1074_STAMPING: A 38 1963
 JU1074_MARK LOGO: CGS
 JU1074_PROJECTION: PROJECTING 3 CENTIMETERS
 JU1074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1074+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1074
 JU1074  HISTORY     - Date     Condition        Report By
 JU1074  HISTORY     - 1963     MONUMENTED       CGS
 JU1074  HISTORY     - 1981     GOOD             UDE
 JU1074  HISTORY     - 19930130 GOOD             USPSQD
 JU1074  HISTORY     - 20130711 GOOD             DELCOS
 JU1074
 JU1074                          STATION DESCRIPTION
 JU1074
 JU1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1074'5.3 MI S FROM MIDDLETOWN.
 JU1074'5.3 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE CROSSING
 JU1074'OF STATE HIGHWAY 299 AT MIDDLETOWN, ABOUT 0.2 MILE SOUTH OF
 JU1074'MILEPOST 30, AT A BLACK TOP ROAD CROSSING LEADING EAST AND
 JU1074'WEST, 50 FEET EAST-NORTHEAST OF CENTER OF CROSSING, 38.6 FEET
 JU1074'EAST OF EAST RAIL, 36.5 FEET NORTH OF CENTERLINE OF ROAD, 34
 JU1074'FEET NORTHWEST OF POWER POLE J52 DP AND L39, 1.5 FEET NORTH OF
 JU1074'A STEEL WITNESS POST, ABOUT LEVEL WITH TRACK, AND IS A DISK ON
 JU1074'TOP OF A COPPER COATED STEEL ROD PROJECTING 1 INCH ABOVE GROUND
 JU1074'AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS 4 INCHES.  THE ROD
 JU1074'WAS DRIVEN TO REFUSAL AT A DEPTH OF 53.9 FEET.
 JU1074
 JU1074                          STATION RECOVERY (1981)
 JU1074
 JU1074'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1074'THIS MARK IS BACK IN THE CORNER OF THE WOODEN AREA.
 JU1074
 JU1074                          STATION RECOVERY (1993)
 JU1074
 JU1074'RECOVERY NOTE BY US POWER SQUADRON 1993 (JM)
 JU1074'RECOVERED IN GOOD CONDITION.
 JU1074
 JU1074                          STATION RECOVERY (2013)
 JU1074
 JU1074'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1074'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0737 ***********************************************************************
 HU0737  HT_MOD      -  This is a Height Modernization Survey Station.
 HU0737  DESIGNATION -  A 4 RESET
 HU0737  PID         -  HU0737
 HU0737  STATE/COUNTY-  DE/KENT
 HU0737  COUNTRY     -  US
 HU0737  USGS QUAD   -  HARRINGTON (2016)
 HU0737
 HU0737                         *CURRENT SURVEY CONTROL
 HU0737  ______________________________________________________________________
 HU0737* NAD 83(2011) POSITION- 38 53 47.54312(N) 075 34 34.73253(W)   ADJUSTED
 HU0737* NAD 83(2011) ELLIP HT-   -16.633 (meters)        (12/20/17)   ADJUSTED
 HU0737* NAD 83(2011) EPOCH   -  2010.00
 HU0737* NAVD 88 ORTHO HEIGHT -    18.55  (meters)       60.9   (feet) GPS OBS
 HU0737  ______________________________________________________________________
 HU0737  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 HU0737  GEOID HEIGHT    -        -35.180 (meters)                     GEOID12B
 HU0737  GEOID HEIGHT    -        -35.182 (meters)                     GEOID18
 HU0737  NAD 83(2011) X  -  1,238,111.751 (meters)                     COMP
 HU0737  NAD 83(2011) Y  - -4,813,864.555 (meters)                     COMP
 HU0737  NAD 83(2011) Z  -  3,983,374.080 (meters)                     COMP
 HU0737  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 HU0737
 HU0737  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU0737  Standards:
 HU0737         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU0737            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU0737  -------------------------------------------------------------------
 HU0737  NETWORK    0.61   0.71           0.26   0.24   0.36      0.00515525
 HU0737  -------------------------------------------------------------------
 HU0737  Click here for local accuracies and other accuracy information.
 HU0737
 HU0737.The horizontal coordinates were established by GPS observations
 HU0737.and adjusted by the MASER CONSULTING in December 2017.
 HU0737
 HU0737.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU0737.been affixed to the stable North American tectonic plate. See 
 HU0737.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU0737
 HU0737.The horizontal coordinates are valid at the epoch date displayed above
 HU0737.which is a decimal equivalence of Year/Month/Day.
 HU0737
 HU0737.The orthometric height was determined by GPS observations and a
 HU0737.high-resolution geoid model using precise GPS observation and
 HU0737.processing techniques.
 HU0737
 HU0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0737.GEOID18 height accuracy estimate available here.
 HU0737
 HU0737.Click photographs - Photos may exist for this station.
 HU0737
 HU0737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU0737
 HU0737.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU0737
 HU0737.The ellipsoidal height was determined by GPS observations
 HU0737.and is referenced to NAD 83.
 HU0737
 HU0737. The following values were computed from the NAD 83(2011) position.
 HU0737
 HU0737;                    North         East     Units Scale Factor Converg.
 HU0737;SPC DE       -    99,531.997   186,150.222   MT  0.99999736   -0 06 00.9
 HU0737;SPC DE       -   326,547.89    610,727.85   sFT  0.99999736   -0 06 00.9
 HU0737;UTM  18      - 4,305,453.419   450,023.134   MT  0.99963076   -0 21 42.8
 HU0737
 HU0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0737!SPC DE       -   1.00000261  x   0.99999736  =   0.99999997
 HU0737!UTM  18      -   1.00000261  x   0.99963076  =   0.99963337
 HU0737
 HU0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5002305453(NAD 83)
 HU0737
 HU0737                          SUPERSEDED SURVEY CONTROL
 HU0737
 HU0737  NAVD 88 (05/17/01)   18.56   (m)           60.9    (f) RESET       3  
 HU0737  NGVD 29 (??/??/??)   18.80   (m)           61.7    (f) RESET       3  
 HU0737
 HU0737.Superseded values are not recommended for survey control.
 HU0737
 HU0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0737.See file dsdata.pdf to determine how the superseded data were derived.
 HU0737
 HU0737_MARKER: DB = BENCH MARK DISK
 HU0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0737_STAMPING: A 4 RESET 1965
 HU0737_MARK LOGO: CGS
 HU0737_PROJECTION: RECESSED 10 CENTIMETERS
 HU0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0737+STABILITY: SURFACE MOTION
 HU0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0737+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 HU0737
 HU0737  HISTORY     - Date     Condition        Report By
 HU0737  HISTORY     - 1965     MONUMENTED       DEDHT
 HU0737  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0737  HISTORY     - 19910919 MARK NOT FOUND   USGS
 HU0737  HISTORY     - 20100507 GOOD             BECMOR
 HU0737  HISTORY     - 20111010 GOOD             DELCOS
 HU0737  HISTORY     - 20120321 GOOD             DELCOS
 HU0737
 HU0737                          STATION DESCRIPTION
 HU0737
 HU0737'DESCRIBED BY DE DEPT OF HIGHWAYS 1965
 HU0737'2 MI S FROM HARRINGTON.
 HU0737'2.0 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0737'AT HARRINGTON, ABOUT 1,050 FEET SOUTH OF MILEPOST 66, 70 FEET
 HU0737'SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 49 FEET EAST OF THE
 HU0737'CENTERLINE OF THE NORTH-BOUND TRACK, 26 FEET SOUTH OF THE
 HU0737'CENTERLINE OF COUNTY ROAD 315, AND ABOUT 1 FOOT LOWER THAN THE TRACK,
 HU0737'SET IN THE TOP OF A CONCRETE POST.  A METAL WITNESS POST IS SET
 HU0737'SOUTHEAST AND 6 INCHES FROM THE CONCRETE MARKER.
 HU0737
 HU0737                          STATION RECOVERY (1981)
 HU0737
 HU0737'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0737'MARK NOT FOUND.
 HU0737
 HU0737                          STATION RECOVERY (1991)
 HU0737
 HU0737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 HU0737'MARK NOT FOUND.
 HU0737
 HU0737                          STATION RECOVERY (2010)
 HU0737
 HU0737'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 HU0737'OPUS-RS (SPC 0700 2008) N=99532M E=186150M
 HU0737
 HU0737                          STATION RECOVERY (2011)
 HU0737
 HU0737'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011 (ARD)
 HU0737'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
 HU0737
 HU0737                          STATION RECOVERY (2012)
 HU0737
 HU0737'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0737'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1857 ***********************************************************************
 JU1857  DESIGNATION -  A 40
 JU1857  PID         -  JU1857
 JU1857  STATE/COUNTY-  DE/NEW CASTLE
 JU1857  COUNTRY     -  US
 JU1857  USGS QUAD   -  SAINT GEORGES (2016)
 JU1857
 JU1857                         *CURRENT SURVEY CONTROL
 JU1857  ______________________________________________________________________
 JU1857* NAD 83(1986) POSITION- 39 36 26.6    (N) 075 43 24.7    (W)   HD_HELD2
 JU1857* NAVD 88 ORTHO HEIGHT -    16.369 (meters)       53.70  (feet) ADJUSTED
 JU1857  ______________________________________________________________________
 JU1857  GEOID HEIGHT    -        -33.092 (meters)                     GEOID18
 JU1857  DYNAMIC HEIGHT  -         16.362 (meters)       53.68  (feet) COMP
 JU1857  MODELED GRAVITY -    980,159.5   (mgal)                       NAVD 88
 JU1857
 JU1857  VERT ORDER      -  FIRST     CLASS II
 JU1857
 JU1857.The horizontal coordinates were established by autonomous hand held GPS
 JU1857.observations and have an estimated accuracy of +/- 10 meters.
 JU1857
 JU1857.The orthometric height was determined by differential leveling and
 JU1857.adjusted by the NATIONAL GEODETIC SURVEY
 JU1857.in July 2019.
 JU1857
 JU1857.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1857.GEOID18 height accuracy estimate available here.
 JU1857
 JU1857.Click photographs - Photos may exist for this station.
 JU1857
 JU1857.The dynamic height is computed by dividing the NAVD 88
 JU1857.geopotential number by the normal gravity value computed on the
 JU1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1857.degrees latitude (g = 980.6199 gals.).
 JU1857
 JU1857.The modeled gravity was interpolated from observed gravity values.
 JU1857
 JU1857;                    North         East    Units  Estimated Accuracy
 JU1857;SPC DE       -   178,483.      173,647.      MT  (+/- 10 meters HH2 GPS)
 JU1857
 JU1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3788784432(NAD 83)
 JU1857
 JU1857                          SUPERSEDED SURVEY CONTROL
 JU1857
 JU1857  NAVD 88 (06/15/91)   16.378  (m)           53.73   (f) SUPERSEDED  1 1
 JU1857  NGVD 29 (01/10/92)   16.625  (m)           54.54   (f) ADJUSTED    1 1
 JU1857  NGVD 29 (??/??/87)   16.625  (m)           54.54   (f) SUPERSEDED  1 1
 JU1857
 JU1857.Superseded values are not recommended for survey control.
 JU1857
 JU1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1857.See file dsdata.pdf to determine how the superseded data were derived.
 JU1857
 JU1857_MARKER: DB = BENCH MARK DISK
 JU1857_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JU1857_SP_SET: BOX CULVERT
 JU1857_STAMPING: A 40 1971
 JU1857_MARK LOGO: CGS
 JU1857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1857+STABILITY: SURFACE MOTION
 JU1857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1857+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2015
 JU1857
 JU1857  HISTORY     - Date     Condition        Report By
 JU1857  HISTORY     - 1971     MONUMENTED       NGS
 JU1857  HISTORY     - 1979     GOOD             NGS
 JU1857  HISTORY     - 1982     GOOD             USPSQD
 JU1857  HISTORY     - 19910216 GOOD             USPSQD
 JU1857  HISTORY     - 20000305 GOOD             USPSQD
 JU1857  HISTORY     - 20030323 GOOD             USPSQD
 JU1857  HISTORY     - 20050817 GOOD             GEOCAC
 JU1857  HISTORY     - 20130711 GOOD             DELCOS
 JU1857  HISTORY     - 20150511 GOOD             JARICE
 JU1857
 JU1857                          STATION DESCRIPTION
 JU1857
 JU1857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JU1857'1.2 MI E FROM GLASGOW.
 JU1857'ABOUT 1.15 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION
 JU1857'OF STATE HIGHWAY 896 AT GLASGOW, ABOUT 0.4 MILE WEST OF THE
 JU1857'INTERSECTION OF STATE HIGHWAY 72, 23 FEET SOUTH OF THE CENTER LINE
 JU1857'OF THE SOUTH LANES OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH
 JU1857'CONCRETE GUARDRAIL ON A HIGHWAY BRIDGE OVER BELLTOWN RUN, 12
 JU1857'FEET WEST OF THE EAST END OF THE GUARDRAIL, 32 FEET EAST OF THE
 JU1857'WEST END OF THE GUARDRAIL, 1/2 FOOT WEST OF A 1-INCH EXPANSION
 JU1857'JOINT IN THE GUARDRAIL, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 JU1857'HIGHWAY.
 JU1857
 JU1857                          STATION RECOVERY (1979)
 JU1857
 JU1857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1857'RECOVERED IN GOOD CONDITION.
 JU1857
 JU1857                          STATION RECOVERY (1982)
 JU1857
 JU1857'RECOVERY NOTE BY US POWER SQUADRON 1982
 JU1857'RECOVERED IN GOOD CONDITION.
 JU1857
 JU1857                          STATION RECOVERY (1991)
 JU1857
 JU1857'RECOVERY NOTE BY US POWER SQUADRON 1991 (SK)
 JU1857'RECOVERED IN GOOD CONDITION.
 JU1857
 JU1857                          STATION RECOVERY (2000)
 JU1857
 JU1857'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU1857'RECOVERED IN GOOD CONDITION.
 JU1857
 JU1857                          STATION RECOVERY (2003)
 JU1857
 JU1857'RECOVERY NOTE BY US POWER SQUADRON 2003 (DWG)
 JU1857'HIGHWAY IS NOW A DUAL LAND HIGHWAY.  MARK IS SOUTH OF THE NORTHBOUND
 JU1857'LANE OF ROUTE 40 AND SET AS DESCRIBED IN THE TOP OF THE CONCRETE GUARD
 JU1857'RAIL.
 JU1857
 JU1857                          STATION RECOVERY (2005)
 JU1857
 JU1857'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU1857'RECOVERED IN GOOD CONDITION.
 JU1857
 JU1857                          STATION RECOVERY (2013)
 JU1857
 JU1857'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1857'RECOVERED IN GOOD CONDITION.
 JU1857
 JU1857                          STATION RECOVERY (2015)
 JU1857
 JU1857'RECOVERY NOTE BY J A RICE INC 2015 (MRA)
 JU1857'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2526 ***********************************************************************
 HU2526  DESIGNATION -  A 42
 HU2526  PID         -  HU2526
 HU2526  STATE/COUNTY-  DE/SUSSEX
 HU2526  COUNTRY     -  US
 HU2526  USGS QUAD   -  PITTSVILLE (2016)
 HU2526
 HU2526                         *CURRENT SURVEY CONTROL
 HU2526  ______________________________________________________________________
 HU2526* NAD 83(1986) POSITION- 38 27 07.     (N) 075 22 55.     (W)   SCALED
 HU2526* NAVD 88 ORTHO HEIGHT -    11.993 (meters)       39.35  (feet) ADJUSTED
 HU2526  ______________________________________________________________________
 HU2526  GEOID HEIGHT    -        -35.833 (meters)                     GEOID18
 HU2526  DYNAMIC HEIGHT  -         11.985 (meters)       39.32  (feet) COMP
 HU2526  MODELED GRAVITY -    980,013.2   (mgal)                       NAVD 88
 HU2526
 HU2526  VERT ORDER      -  SECOND    CLASS I
 HU2526
 HU2526.The horizontal coordinates were scaled from a map and have
 HU2526.an estimated accuracy of +/- 6 seconds.
 HU2526
 HU2526.The orthometric height was determined by differential leveling and
 HU2526.adjusted by the NATIONAL GEODETIC SURVEY
 HU2526.in June 1991.
 HU2526
 HU2526.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2526.GEOID18 height accuracy estimate available here.
 HU2526
 HU2526.Click photographs - Photos may exist for this station.
 HU2526
 HU2526.The dynamic height is computed by dividing the NAVD 88
 HU2526.geopotential number by the normal gravity value computed on the
 HU2526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2526.degrees latitude (g = 980.6199 gals.).
 HU2526
 HU2526.The modeled gravity was interpolated from observed gravity values.
 HU2526
 HU2526;                    North         East    Units  Estimated Accuracy
 HU2526;SPC DE       -    50,170.      203,030.      MT  (+/- 180 meters Scaled)
 HU2526
 HU2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH666560(NAD 83)
 HU2526
 HU2526                          SUPERSEDED SURVEY CONTROL
 HU2526
 HU2526  NGVD 29 (06/12/91)   12.239  (m)           40.15   (f) ADJUSTED    2 1
 HU2526
 HU2526.Superseded values are not recommended for survey control.
 HU2526
 HU2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2526.See file dsdata.pdf to determine how the superseded data were derived.
 HU2526
 HU2526_MARKER: I = METAL ROD
 HU2526_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HU2526_STAMPING: A 42 1990
 HU2526_MARK LOGO: NGS
 HU2526_PROJECTION: RECESSED 2 CENTIMETERS
 HU2526_MAGNETIC: I = MARKER IS A STEEL ROD
 HU2526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU2526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2526+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HU2526_ROD/PIPE-DEPTH: 29.2 meters
 HU2526_SLEEVE-DEPTH  : 0.9 meters
 HU2526
 HU2526  HISTORY     - Date     Condition        Report By
 HU2526  HISTORY     - 1990     MONUMENTED       NGS
 HU2526  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU2526
 HU2526                          STATION DESCRIPTION
 HU2526
 HU2526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HU2526'14.0 KM (8.70 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 HU2526'WITH U.S. HIGHWAY 13 IN DELMAR, THENCE 1.1 KM (0.68 MI) EASTERLY
 HU2526'ALONG MARYLAND-DELAWARE LINE ROAD, 36.1 M (118.44 FT) EAST OF THE
 HU2526'NORTHEAST CORNER OF UNDERGROUND CABLE JUNCTION BOX NUMBER R10, 16.7 M
 HU2526'(54.79 FT)  WEST OF THE CENTER OF A DRIVEWAY, 8.6 M (28.22 FT) NORTH
 HU2526'OF THE CENTER OF THE ROAD, AND 0.2 M (0.66 FT) BELOW THE LEVEL OF THE
 HU2526'ROAD. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HU2526'THE MONUMENT IS ON PROPERTY OWNED BY BUSTER DAVIS, RT. 1 BOX 158,
 HU2526'FOREST GROVE ROAD, PARSONSBURB, MD 21849, TELEPHONE NUMBER (301)
 HU2526'742-4941.
 HU2526
 HU2526                          STATION RECOVERY (2013)
 HU2526
 HU2526'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU2526'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2668 ***********************************************************************
 HU2668  DESIGNATION -  A 42
 HU2668  PID         -  HU2668
 HU2668  STATE/COUNTY-  DE/SUSSEX
 HU2668  COUNTRY     -  US
 HU2668  USGS QUAD   -  GEORGETOWN (2016)
 HU2668
 HU2668                         *CURRENT SURVEY CONTROL
 HU2668  ______________________________________________________________________
 HU2668* NAD 83(1986) POSITION- 38 40 47.40   (N) 075 23 38.49   (W)   HD_HELD1
 HU2668* NAVD 88 ORTHO HEIGHT -    14.558 (meters)       47.76  (feet) ADJUSTED
 HU2668  ______________________________________________________________________
 HU2668  GEOID HEIGHT    -        -35.635 (meters)                     GEOID18
 HU2668  DYNAMIC HEIGHT  -         14.549 (meters)       47.73  (feet) COMP
 HU2668  MODELED GRAVITY -    980,024.7   (mgal)                       NAVD 88
 HU2668
 HU2668  VERT ORDER      -  SECOND    CLASS I
 HU2668
 HU2668.The horizontal coordinates were determined by differentially corrected
 HU2668.hand held GPS observations or other comparable positioning techniques
 HU2668.and have an estimated accuracy of +/- 3 meters.
 HU2668
 HU2668.The orthometric height was determined by differential leveling and
 HU2668.adjusted by the NATIONAL GEODETIC SURVEY
 HU2668.in March 1994.
 HU2668
 HU2668.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2668.GEOID18 height accuracy estimate available here.
 HU2668
 HU2668.Click photographs - Photos may exist for this station.
 HU2668
 HU2668.The dynamic height is computed by dividing the NAVD 88
 HU2668.geopotential number by the normal gravity value computed on the
 HU2668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2668.degrees latitude (g = 980.6199 gals.).
 HU2668
 HU2668.The modeled gravity was interpolated from observed gravity values.
 HU2668
 HU2668;                    North         East    Units  Estimated Accuracy
 HU2668;SPC DE       -    75,463.4     201,970.2     MT  (+/- 3 meters HH1 GPS) 
 HU2668
 HU2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6572781321(NAD 83)
 HU2668
 HU2668                          SUPERSEDED SURVEY CONTROL
 HU2668
 HU2668.No superseded survey control is available for this station.
 HU2668
 HU2668_MARKER: F = FLANGE-ENCASED ROD
 HU2668_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HU2668_STAMPING: A 42 1990
 HU2668_MARK LOGO: NGS
 HU2668_PROJECTION: RECESSED 10 CENTIMETERS
 HU2668_MAGNETIC: I = MARKER IS A STEEL ROD
 HU2668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU2668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2668+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 HU2668_ROD/PIPE-DEPTH: 29.2 meters
 HU2668
 HU2668  HISTORY     - Date     Condition        Report By
 HU2668  HISTORY     - 1990     MONUMENTED       NGS
 HU2668  HISTORY     - 20050928 GOOD             DEDT
 HU2668  HISTORY     - 20080923 GOOD             DEDT
 HU2668  HISTORY     - 20081015 GOOD             OPUS
 HU2668  HISTORY     - 20110501 GOOD             DEDT
 HU2668  HISTORY     - 20120210 GOOD             DELCOS
 HU2668
 HU2668                          STATION DESCRIPTION
 HU2668
 HU2668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HU2668'0.3 KM (0.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 113 FROM THE JUNCTION OF
 HU2668'U.S. HIGHWAY 9 IN GEORGETOWN, IN THE HIGHWAY MEDIAN, 26.9 M
 HU2668'(88.3 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 62, 22.6 M
 HU2668'(74.1 FT) NORTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 HU2668'HIGHWAY, 12.9 M (42.3 FT) SOUTHWEST OF THE CENTERLINE OF THE
 HU2668'NORTHBOUND LANES OF THE HIGHWAY, 7.4 M (24.3 FT) EAST OF THE EAST
 HU2668'CORNER OF A STORM DRAIN, 0.5 M (1.6 FT) SOUTHEAST OF A WITNESS POST,
 HU2668'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO
 HU2668'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HU2668
 HU2668                          STATION RECOVERY (2005)
 HU2668
 HU2668'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2005 (LBS)
 HU2668'RECOVERED IN GOOD CONDITION.
 HU2668
 HU2668                          STATION RECOVERY (2008)
 HU2668
 HU2668'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 HU2668'RECOVERED AS DESCRIBED.
 HU2668
 HU2668                          STATION RECOVERY (2008)
 HU2668
 HU2668'RECOVERY NOTE BY OPUS SHARED SOLUTIONS 2008 (OPS)
 HU2668'THE MARK IS FOUND ABOUT 8.1 MI (13.1 KM) SOUTHWEST OF MILTON, 6.6 MI
 HU2668'(10.7 KM) WEST-SOUTHWEST OF HARBESON AND 0.8 MI (1.3 KM)
 HU2668'SOUTH-SOUTHWEST OF GEORGETOWN, DE.
 HU2668
 HU2668                          STATION RECOVERY (2011)
 HU2668
 HU2668'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2011 (BRC)
 HU2668'RECOVERED AS DESCRIBED.
 HU2668
 HU2668                          STATION RECOVERY (2012)
 HU2668
 HU2668'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU2668'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL6559 ***********************************************************************
 DL6559  DESIGNATION -  A 43
 DL6559  PID         -  DL6559
 DL6559  STATE/COUNTY-  DE/SUSSEX
 DL6559  COUNTRY     -  US
 DL6559  USGS QUAD   -  MILTON (2016)
 DL6559
 DL6559                         *CURRENT SURVEY CONTROL
 DL6559  ______________________________________________________________________
 DL6559* NAD 83(1986) POSITION- 38 50 01.1    (N) 075 18 55.7    (W)   HD_HELD2
 DL6559* NAVD 88 ORTHO HEIGHT -     3.859 (meters)       12.66  (feet) ADJUSTED
 DL6559  ______________________________________________________________________
 DL6559  GEOID HEIGHT    -        -35.502 (meters)                     GEOID18
 DL6559  DYNAMIC HEIGHT  -          3.857 (meters)       12.65  (feet) COMP
 DL6559  MODELED GRAVITY -    980,038.2   (mgal)                       NAVD 88
 DL6559
 DL6559  VERT ORDER      -  SECOND    CLASS II
 DL6559
 DL6559.The horizontal coordinates were established by autonomous hand held GPS
 DL6559.observations and have an estimated accuracy of +/- 10 meters.
 DL6559
 DL6559.The orthometric height was determined by differential leveling and
 DL6559.adjusted by the NATIONAL GEODETIC SURVEY
 DL6559.in March 2010.
 DL6559
 DL6559.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6559.GEOID18 height accuracy estimate available here.
 DL6559
 DL6559.Click photographs - Photos may exist for this station.
 DL6559
 DL6559.The dynamic height is computed by dividing the NAVD 88
 DL6559.geopotential number by the normal gravity value computed on the
 DL6559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6559.degrees latitude (g = 980.6199 gals.).
 DL6559
 DL6559.The modeled gravity was interpolated from observed gravity values.
 DL6559
 DL6559;                    North         East    Units  Estimated Accuracy
 DL6559;SPC DE       -    92,542.      208,787.      MT  (+/- 10 meters HH2 GPS)
 DL6559
 DL6559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7261898362(NAD 83)
 DL6559
 DL6559                          SUPERSEDED SURVEY CONTROL
 DL6559
 DL6559.No superseded survey control is available for this station.
 DL6559
 DL6559_MARKER: DD = SURVEY DISK
 DL6559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6559_STAMPING: A 43 2009
 DL6559_MARK LOGO: DEDT
 DL6559_PROJECTION: RECESSED 3 CENTIMETERS
 DL6559_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6559+STABILITY: SURFACE MOTION
 DL6559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6559+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 DL6559
 DL6559  HISTORY     - Date     Condition        Report By
 DL6559  HISTORY     - 20091107 MONUMENTED       DEDT
 DL6559  HISTORY     - 20120208 GOOD             DELCOS
 DL6559
 DL6559                          STATION DESCRIPTION
 DL6559
 DL6559'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL6559'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTH-NORTHWEST OF
 DL6559'HARBESON, 6.1 MI (9.8 KM) EAST-NORTHEAST OF ELLENDALE AND 3.9 MI (6.3
 DL6559'KM) NORTH OF MILTON.
 DL6559'
 DL6559'TO REACH FROM THE INTERSECTION OF STATE ROUTE 5 (UNION ST EXT) AND
 DL6559'STATE ROUTE 1 (COASTAL HIGHWAY) PROCEED NORTH 1.4 MI (2.3 KM) ALONG
 DL6559'STATE ROUTE 1 (COASTAL HWY) TO THE INTERSECTION OF SUSSEX 198
 DL6559'(TRUITT/CLIFTON ROADS) THENCE TURN AND PROCEED SOUTH 0.3 MI (0.5 KM)
 DL6559'SOUTH ALONG STATE ROUTE 1 (COASTAL HWY) TO THE MARK ON THE RIGHT.
 DL6559'
 DL6559'THE MARK IS 34.3 FT (10.5 M) WEST OF THE CENTERLINE OF SOUTHBOUND
 DL6559'STATE ROUTE 1 (COASTAL HWY), 186.9 FT (57.0 M) WEST-NORTHWEST OF A
 DL6559'UTILITY POLE (DEC 52525), 222.0 FT (67.7 M) SOUTH-SOUTHWEST OF A
 DL6559'UTILITY POLE (DEC 252526), 166.0 FT (50.6 M) NORTH OF THE EXTENDED
 DL6559'CENTERLINE OF A CROSS-OVER.
 DL6559
 DL6559                          STATION RECOVERY (2012)
 DL6559
 DL6559'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL6559'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL4504 ***********************************************************************
 DL4504  DESIGNATION -  A 44
 DL4504  PID         -  DL4504
 DL4504  STATE/COUNTY-  DE/SUSSEX
 DL4504  COUNTRY     -  US
 DL4504  USGS QUAD   -  SELBYVILLE (2016)
 DL4504
 DL4504                         *CURRENT SURVEY CONTROL
 DL4504  ______________________________________________________________________
 DL4504* NAD 83(1986) POSITION- 38 27 23.8    (N) 075 13 10.9    (W)   HD_HELD2
 DL4504* NAVD 88 ORTHO HEIGHT -    10.864 (meters)       35.64  (feet) ADJUSTED
 DL4504  ______________________________________________________________________
 DL4504  GEOID HEIGHT    -        -35.862 (meters)                     GEOID18
 DL4504  DYNAMIC HEIGHT  -         10.857 (meters)       35.62  (feet) COMP
 DL4504  MODELED GRAVITY -    980,018.3   (mgal)                       NAVD 88
 DL4504
 DL4504  VERT ORDER      -  SECOND    CLASS II
 DL4504
 DL4504.The horizontal coordinates were established by autonomous hand held GPS
 DL4504.observations and have an estimated accuracy of +/- 10 meters.
 DL4504
 DL4504.The orthometric height was determined by differential leveling and
 DL4504.adjusted by the NATIONAL GEODETIC SURVEY
 DL4504.in October 2009.
 DL4504
 DL4504.No vertical observational check was made to the station.
 DL4504
 DL4504.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4504.GEOID18 height accuracy estimate available here.
 DL4504
 DL4504.Click photographs - Photos may exist for this station.
 DL4504
 DL4504.The dynamic height is computed by dividing the NAVD 88
 DL4504.geopotential number by the normal gravity value computed on the
 DL4504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4504.degrees latitude (g = 980.6199 gals.).
 DL4504
 DL4504.The modeled gravity was interpolated from observed gravity values.
 DL4504
 DL4504;                    North         East    Units  Estimated Accuracy
 DL4504;SPC DE       -    50,702.      217,193.      MT  (+/- 10 meters HH2 GPS)
 DL4504
 DL4504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8083156501(NAD 83)
 DL4504
 DL4504                          SUPERSEDED SURVEY CONTROL
 DL4504
 DL4504.No superseded survey control is available for this station.
 DL4504
 DL4504_MARKER: DV = VERTICAL CONTROL DISK
 DL4504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4504_STAMPING: A 44 2004
 DL4504_MARK LOGO: NGS
 DL4504_PROJECTION: FLUSH
 DL4504_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4504+STABILITY: SURFACE MOTION
 DL4504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4504+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2012
 DL4504
 DL4504  HISTORY     - Date     Condition        Report By
 DL4504  HISTORY     - 20041020 MONUMENTED       DEDT
 DL4504  HISTORY     - 20090430 GOOD             DEDT
 DL4504  HISTORY     - 20120213 GOOD             DELCOS
 DL4504
 DL4504                          STATION DESCRIPTION
 DL4504
 DL4504'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009 (BRC)
 DL4504'THE MARK IS LOCATED ABOUT 10.1 MI (16.3 KM) SOUTH-SOUTHEAST OF
 DL4504'MILLSBORO, 4.3 MI (6.9 KM) SOUTH-SOUTHEAST OF FRANKFORD AND IN THE
 DL4504'TOWN OF SELBYVILLE, DE.  THE MARK IS LOCATED WITHIN THE TOWN LIMITS OF
 DL4504'SELBYVILLE, SUSSEX COUNTY, DELAWARE.
 DL4504'
 DL4504'TO REACH THE MARK FROM THE INTERSECTION OF US HIGHWAY 113 (DUPONT
 DL4504'BOULEVARD) AND STATE ROUTE 54 EAST (CEMETERY ROAD) PROCEED 0.5 MI (0.8
 DL4504'KM) NORTHEAST ON STATE ROUTE 54 EAST (CEMETERY ROAD) TO THE THE
 DL4504'INTERSECTION OF STATE ROUTE 54 (CEMETERY ROAD) AND MAIN
 DL4504'STREET(SELBYVILLE), THENCE 0.7 MI (1.1 KM) TO THE INTERSECTION OF MAIN
 DL4504'STREET (SELBYVILLE) AND STATE ROUTE 54 (LIGHTHOUSE ROAD) AND THE
 DL4504'STATION ON THE RIGHT.  TO REACH THE STATION FROM THE INTERSECTION OF
 DL4504'STATE ROUTE 54 (LIGHTHOUSE ROAD) AND STATE ROUTE 20 (ZION CHURCH ROAD)
 DL4504'PROCEED 6.1 MI (9.8 KM) WEST ALONG STATE ROUTE 54 (LIGHTHOUSE ROAD) TO
 DL4504'THE INTERSECTION OF STATE ROUTE 54 (LIGHTHOUSE ROAD) AND MAIN STREET
 DL4504'(SELBYVILLE) TO THE MARK ON THE RIGHT.  THE STATION IS A BRASS DISK
 DL4504'SET IN THE TOP OF A 1 FT (0.3 M) CONCRETE POST.
 DL4504'
 DL4504'THE MARK IS LOCATED 21.6 FT (6.6 M) NORTHWEST OF THE PHYSICAL
 DL4504'CENTERLINE OF STATE ROUTE 54 MAIN STREET, SELBYVILLE), 30.0
 DL4504'NORTH-NORTHWEST OF THE CENTER OF A SANITARY SEWER MANHOLE, AND 5.8 FT
 DL4504'(1.8 M) NORTH-NORTHWEST OF A UTILITY POLE
 DL4504
 DL4504                          STATION RECOVERY (2012)
 DL4504
 DL4504'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL4504'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DM8469 ***********************************************************************
 DM8469  DESIGNATION -  A 47
 DM8469  PID         -  DM8469
 DM8469  STATE/COUNTY-  DE/SUSSEX
 DM8469  COUNTRY     -  US
 DM8469  USGS QUAD   -  MILTON (2016)
 DM8469
 DM8469                         *CURRENT SURVEY CONTROL
 DM8469  ______________________________________________________________________
 DM8469* NAD 83(1986) POSITION- 38 48 07.61   (N) 075 16 35.94   (W)   HD_HELD1
 DM8469* NAVD 88 ORTHO HEIGHT -     7.236 (meters)       23.74  (feet) ADJUSTED
 DM8469  ______________________________________________________________________
 DM8469  GEOID HEIGHT    -        -35.565 (meters)                     GEOID18
 DM8469  DYNAMIC HEIGHT  -          7.232 (meters)       23.73  (feet) COMP
 DM8469  MODELED GRAVITY -    980,036.5   (mgal)                       NAVD 88
 DM8469
 DM8469  VERT ORDER      -  SECOND    CLASS I
 DM8469
 DM8469.The horizontal coordinates were determined by differentially corrected
 DM8469.hand held GPS observations or other comparable positioning techniques
 DM8469.and have an estimated accuracy of +/- 3 meters.
 DM8469
 DM8469.The orthometric height was determined by differential leveling and
 DM8469.adjusted by the NATIONAL GEODETIC SURVEY
 DM8469.in July 2011.
 DM8469
 DM8469.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8469.GEOID18 height accuracy estimate available here.
 DM8469
 DM8469.Click photographs - Photos may exist for this station.
 DM8469
 DM8469.The dynamic height is computed by dividing the NAVD 88
 DM8469.geopotential number by the normal gravity value computed on the
 DM8469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8469.degrees latitude (g = 980.6199 gals.).
 DM8469
 DM8469.The modeled gravity was interpolated from observed gravity values.
 DM8469
 DM8469;                    North         East    Units  Estimated Accuracy
 DM8469;SPC DE       -    89,046.8     212,162.8     MT  (+/- 3 meters HH1 GPS) 
 DM8469
 DM8469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7597794853(NAD 83)
 DM8469
 DM8469                          SUPERSEDED SURVEY CONTROL
 DM8469
 DM8469.No superseded survey control is available for this station.
 DM8469
 DM8469_MARKER: DD = SURVEY DISK
 DM8469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8469_STAMPING: A 47 2010
 DM8469_MARK LOGO: DEDT
 DM8469_PROJECTION: FLUSH
 DM8469_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8469+STABILITY: SURFACE MOTION
 DM8469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8469+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 DM8469
 DM8469  HISTORY     - Date     Condition        Report By
 DM8469  HISTORY     - 20100601 MONUMENTED       DEDT
 DM8469
 DM8469                          STATION DESCRIPTION
 DM8469
 DM8469'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (BRC)
 DM8469'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-NORTHWEST OF LEWES,
 DM8469'5.3 MI (8.5 KM) NORTH OF HARBESON AND 2.5 MI (4.0 KM) NORTHEAST OF
 DM8469'MILTON.
 DM8469'
 DM8469'TO REACH FROM THE INTERSECTION OF DE 1 AND DE 16 PROCEED WESTERLY
 DM8469'ALONG DE 16 0.3 MI (0.5 KM) TO THE MARK ON THE RIGHT.
 DM8469'
 DM8469'IT IS ON THE NORTHEAST CORNER OF DE 16 AND ZION CHURCH ROAD.
 DM8469'
 DM8469'THE MARK IS 3.5 FT (1.1 M) EAST OF A UTILITY POLE (DEC 47896), 144.4
 DM8469'FT (44.0 M) WEST-NORTHWEST OF A UTILITY POLE (DST 78), 31.3 FT (9.5 M)
 DM8469'NORTHWEST OF THE CENTERLINE OF STATE ROUTE 16 (BROADKILL ROAD) AND
 DM8469'64.4 FT (19.6 M) NORTHEAST OF A UTILITY POLE (DEC 47935).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0794 ***********************************************************************
 HU0794  DESIGNATION -  A 5
 HU0794  PID         -  HU0794
 HU0794  STATE/COUNTY-  DE/SUSSEX
 HU0794  COUNTRY     -  US
 HU0794  USGS QUAD   -  HICKMAN (2016)
 HU0794
 HU0794                         *CURRENT SURVEY CONTROL
 HU0794  ______________________________________________________________________
 HU0794* NAD 83(1986) POSITION- 38 48 57.     (N) 075 37 46.     (W)   SCALED
 HU0794* NAVD 88 ORTHO HEIGHT -    17.442 (meters)       57.22  (feet) ADJUSTED
 HU0794  ______________________________________________________________________
 HU0794  GEOID HEIGHT    -        -35.309 (meters)                     GEOID18
 HU0794  DYNAMIC HEIGHT  -         17.431 (meters)       57.19  (feet) COMP
 HU0794  MODELED GRAVITY -    980,031.3   (mgal)                       NAVD 88
 HU0794
 HU0794  VERT ORDER      -  SECOND    CLASS 0
 HU0794
 HU0794.The horizontal coordinates were scaled from a map and have
 HU0794.an estimated accuracy of +/- 6 seconds.
 HU0794
 HU0794.The orthometric height was determined by differential leveling and
 HU0794.adjusted by the NATIONAL GEODETIC SURVEY
 HU0794.in June 1991.
 HU0794
 HU0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0794.GEOID18 height accuracy estimate available here.
 HU0794
 HU0794.Click photographs - Photos may exist for this station.
 HU0794
 HU0794.The dynamic height is computed by dividing the NAVD 88
 HU0794.geopotential number by the normal gravity value computed on the
 HU0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0794.degrees latitude (g = 980.6199 gals.).
 HU0794
 HU0794.The modeled gravity was interpolated from observed gravity values.
 HU0794
 HU0794;                    North         East    Units  Estimated Accuracy
 HU0794;SPC DE       -    90,580.      181,520.      MT  (+/- 180 meters Scaled)
 HU0794
 HU0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH453965(NAD 83)
 HU0794
 HU0794                          SUPERSEDED SURVEY CONTROL
 HU0794
 HU0794  NGVD 29 (11/26/84)   17.687  (m)           58.03   (f) ADJUSTED    2 0
 HU0794
 HU0794.Superseded values are not recommended for survey control.
 HU0794
 HU0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0794.See file dsdata.pdf to determine how the superseded data were derived.
 HU0794
 HU0794_MARKER: DB = BENCH MARK DISK
 HU0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0794_STAMPING: A 5 1935
 HU0794_MARK LOGO: CGS
 HU0794_PROJECTION: PROJECTING 15 CENTIMETERS
 HU0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0794+STABILITY: SURFACE MOTION
 HU0794
 HU0794  HISTORY     - Date     Condition        Report By
 HU0794  HISTORY     - 1935     MONUMENTED       CGS
 HU0794  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0794  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0794
 HU0794                          STATION DESCRIPTION
 HU0794
 HU0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HU0794'2.2 MI W FROM GREENWOOD.
 HU0794'2.2 MILES WEST ALONG THE ROUTE OF THE ABANDONED MARYLAND AND
 HU0794'DELAWARE SEA-COAST RAILROAD FROM THE STATION AT GREENWOOD, SUSSEX
 HU0794'COUNTY, AT A DIRT-ROAD CROSSING, 48 FEET NORTH OF THE 1935
 HU0794'LOCATION OF THE NORTH RAIL, 21 FEET EAST OF THE CENTER LINE OF THE
 HU0794'ROAD, IN LINE WITH THE EDGE OF A CULTIVATED FIELD, 20 FEET
 HU0794'SOUTHEAST OF POLE 524+22, AND ABOUT LEVEL WITH THE TRACK.  A
 HU0794'STANDARD DISK, STAMPED A 5 1935 AND SET IN THE TOP OF A CONCRETE
 HU0794'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 HU0794
 HU0794                          STATION RECOVERY (1981)
 HU0794
 HU0794'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0794'MARK NOT FOUND.
 HU0794
 HU0794                          STATION RECOVERY (2013)
 HU0794
 HU0794'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0794'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0348 ***********************************************************************
 HU0348  DESIGNATION -  A 9
 HU0348  PID         -  HU0348
 HU0348  STATE/COUNTY-  DE/SUSSEX
 HU0348  COUNTRY     -  US
 HU0348  USGS QUAD   -  SELBYVILLE (2016)
 HU0348
 HU0348                         *CURRENT SURVEY CONTROL
 HU0348  ______________________________________________________________________
 HU0348* NAD 83(1986) POSITION- 38 27 54.     (N) 075 14 27.     (W)   SCALED
 HU0348* NAVD 88 ORTHO HEIGHT -    12.122 (meters)       39.77  (feet) ADJUSTED
 HU0348  ______________________________________________________________________
 HU0348  GEOID HEIGHT    -        -35.850 (meters)                     GEOID18
 HU0348  DYNAMIC HEIGHT  -         12.115 (meters)       39.75  (feet) COMP
 HU0348  MODELED GRAVITY -    980,018.3   (mgal)                       NAVD 88
 HU0348
 HU0348  VERT ORDER      -  SECOND    CLASS 0
 HU0348
 HU0348.The horizontal coordinates were scaled from a map and have
 HU0348.an estimated accuracy of +/- 6 seconds.
 HU0348
 HU0348.The orthometric height was determined by differential leveling and
 HU0348.adjusted by the NATIONAL GEODETIC SURVEY
 HU0348.in June 1991.
 HU0348
 HU0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0348.GEOID18 height accuracy estimate available here.
 HU0348
 HU0348.Click photographs - Photos may exist for this station.
 HU0348
 HU0348.The dynamic height is computed by dividing the NAVD 88
 HU0348.geopotential number by the normal gravity value computed on the
 HU0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0348.degrees latitude (g = 980.6199 gals.).
 HU0348
 HU0348.The modeled gravity was interpolated from observed gravity values.
 HU0348
 HU0348;                    North         East    Units  Estimated Accuracy
 HU0348;SPC DE       -    51,630.      215,350.      MT  (+/- 180 meters Scaled)
 HU0348
 HU0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH789574(NAD 83)
 HU0348
 HU0348                          SUPERSEDED SURVEY CONTROL
 HU0348
 HU0348  NGVD 29 (11/26/84)   12.362  (m)           40.56   (f) ADJUSTED    2 0
 HU0348
 HU0348.Superseded values are not recommended for survey control.
 HU0348
 HU0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0348.See file dsdata.pdf to determine how the superseded data were derived.
 HU0348
 HU0348_MARKER: DB = BENCH MARK DISK
 HU0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0348_STAMPING: A 9 1942
 HU0348_MARK LOGO: CGS
 HU0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0348+STABILITY: SURFACE MOTION
 HU0348
 HU0348  HISTORY     - Date     Condition        Report By
 HU0348  HISTORY     - 1942     MONUMENTED       CGS
 HU0348  HISTORY     - 1967     MARK NOT FOUND   CGS
 HU0348  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0348  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0348
 HU0348                          STATION DESCRIPTION
 HU0348
 HU0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0348'1.1 MI W FROM SELBYVILLE.
 HU0348'1.1 MILES WEST ALONG STATE HIGHWAY 60 FROM THE RAILROAD CROSSING
 HU0348'AT SELBYVILLE, SUSSEX COUNTY, ABOUT 400 FEET WEST OF THE WYE
 HU0348'JUNCTION OF SECONDARY ROAD 377, AT THE WEST EDGE OF A WOODED
 HU0348'AREA, ABOUT 225 FEET NORTH OF A SMALL CEMETERY, 30 FEET NORTH OF
 HU0348'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET WEST OF A
 HU0348'WITNESS POST.  A STANDARD DISK, STAMPED A 9 1942 AND SET IN THE
 HU0348'TOP OF A CONCRETE POST.
 HU0348
 HU0348                          STATION RECOVERY (1967)
 HU0348
 HU0348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HU0348'MARK NOT FOUND.
 HU0348
 HU0348                          STATION RECOVERY (1981)
 HU0348
 HU0348'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0348'MARK NOT FOUND.
 HU0348
 HU0348                          STATION RECOVERY (2013)
 HU0348
 HU0348'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0348'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0047 ***********************************************************************
 HU0047  DESIGNATION -  AHEM
 HU0047  PID         -  HU0047
 HU0047  STATE/COUNTY-  DE/SUSSEX
 HU0047  COUNTRY     -  US
 HU0047  USGS QUAD   -  MISPILLION RIVER (2016)
 HU0047
 HU0047                         *CURRENT SURVEY CONTROL
 HU0047  ______________________________________________________________________
 HU0047* NAD 83(1986) POSITION- 38 56 50.     (N) 075 18 55.     (W)   SCALED
 HU0047* NAVD 88 ORTHO HEIGHT -     0.879 (meters)        2.88  (feet) ADJUSTED
 HU0047  ______________________________________________________________________
 HU0047  GEOID HEIGHT    -        -35.290 (meters)                     GEOID18
 HU0047  DYNAMIC HEIGHT  -          0.878 (meters)        2.88  (feet) COMP
 HU0047  MODELED GRAVITY -    980,050.7   (mgal)                       NAVD 88
 HU0047
 HU0047  VERT ORDER      -  SECOND    CLASS 0
 HU0047
 HU0047.The horizontal coordinates were scaled from a map and have
 HU0047.an estimated accuracy of +/- 6 seconds.
 HU0047
 HU0047.The orthometric height was determined by differential leveling and
 HU0047.adjusted by the NATIONAL GEODETIC SURVEY
 HU0047.in June 1991.
 HU0047
 HU0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0047.GEOID18 height accuracy estimate available here.
 HU0047
 HU0047.Click photographs - Photos may exist for this station.
 HU0047
 HU0047.The dynamic height is computed by dividing the NAVD 88
 HU0047.geopotential number by the normal gravity value computed on the
 HU0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0047.degrees latitude (g = 980.6199 gals.).
 HU0047
 HU0047.The modeled gravity was interpolated from observed gravity values.
 HU0047
 HU0047;                    North         East    Units  Estimated Accuracy
 HU0047;SPC DE       -   105,150.      208,790.      MT  (+/- 180 meters Scaled)
 HU0047
 HU0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ726109(NAD 83)
 HU0047
 HU0047                          SUPERSEDED SURVEY CONTROL
 HU0047
 HU0047  NGVD 29 (11/26/84)    1.117  (m)            3.66   (f) ADJUSTED    2 0
 HU0047
 HU0047.Superseded values are not recommended for survey control.
 HU0047
 HU0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0047.See file dsdata.pdf to determine how the superseded data were derived.
 HU0047
 HU0047_MARKER: DT = TOPOGRAPHIC STATION DISK
 HU0047_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HU0047_STAMPING: AHEM 1946
 HU0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0047
 HU0047  HISTORY     - Date     Condition        Report By
 HU0047  HISTORY     - 1946     MONUMENTED       CGS
 HU0047  HISTORY     - 1962     GOOD             CGS
 HU0047  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0047  HISTORY     - 19910701 MARK NOT FOUND   USGS
 HU0047  HISTORY     - 1995     MARK NOT FOUND   USPSQD
 HU0047
 HU0047                          STATION DESCRIPTION
 HU0047
 HU0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0047'7.5 MI E FROM MILFORD.
 HU0047'6.4 MILES EAST ALONG STATE HIGHWAY 36 FROM THE PENNSYLVANIA
 HU0047'RAILROAD STATION AT MILFORD, THENCE 1.1 MILE NORTH ON BLACKTOPPED
 HU0047'ROAD TO THE MISPILLION LIGHTHOUSE, 24 FEET SOUTHEAST OF THE
 HU0047'CENTER OF THE EAST CONCRETE FOOTING OF THE LIGHT TOWER AND 23.5
 HU0047'FEET EAST OF THE CENTER OF THE SOUTH FOOTING OF THE TOWER.  TWO
 HU0047'FEET SOUTH OF A BOARD WALK AND AT WEST EDGE OF STEPS.  SET IN A
 HU0047'CONCRETE FILLED TILE LEVEL WITH THE GROUND.
 HU0047
 HU0047                          STATION RECOVERY (1981)
 HU0047
 HU0047'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0047'MARK NOT FOUND.
 HU0047
 HU0047                          STATION RECOVERY (1991)
 HU0047
 HU0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 HU0047'MARK NOT FOUND.
 HU0047
 HU0047                          STATION RECOVERY (1995)
 HU0047
 HU0047'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU0047'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2037 ***********************************************************************
 HU2037  DESIGNATION -  ALLEN
 HU2037  PID         -  HU2037
 HU2037  STATE/COUNTY-  DE/SUSSEX
 HU2037  COUNTRY     -  US
 HU2037  USGS QUAD   -  SEAFORD WEST (2016)
 HU2037
 HU2037                         *CURRENT SURVEY CONTROL
 HU2037  ______________________________________________________________________
 HU2037* NAD 83(1991) POSITION- 38 40 39.06577(N) 075 42 37.83730(W)   ADJUSTED
 HU2037* NAVD 88 ORTHO HEIGHT -    14.0   (meters)       46.    (feet) VERTCON3
 HU2037  ______________________________________________________________________
 HU2037  GEOID HEIGHT    -        -35.441 (meters)                     GEOID18
 HU2037  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 HU2037  HORZ ORDER      -  SECOND
 HU2037
 HU2037.The horizontal coordinates were established by classical geodetic methods
 HU2037.and adjusted by the National Geodetic Survey in January 1992.
 HU2037
 HU2037.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2037
 HU2037.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2037.GEOID18 height accuracy estimate available here.
 HU2037
 HU2037.Click photographs - Photos may exist for this station.
 HU2037
 HU2037.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2037
 HU2037. The following values were computed from the NAD 83(1991) position.
 HU2037
 HU2037;                    North         East     Units Scale Factor Converg.
 HU2037;SPC DE       -    75,247.092   174,430.340   MT  1.00000305   -0 11 01.1
 HU2037;SPC DE       -   246,873.17    572,276.87   sFT  1.00000305   -0 11 01.1
 HU2037;SPC MD       -   113,000.929   512,200.437   MT  0.99995580   +0 48 33.6
 HU2037;SPC MD       -   370,737.21  1,680,444.27   sFT  0.99995580   +0 48 33.6
 HU2037;UTM  18      - 4,281,230.913   438,197.015   MT  0.99964704   -0 26 38.5
 HU2037
 HU2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2037!SPC DE       -   1.00000337  x   1.00000305  =   1.00000642
 HU2037!SPC MD       -   1.00000337  x   0.99995580  =   0.99995917
 HU2037!UTM  18      -   1.00000337  x   0.99964704  =   0.99965041
 HU2037
 HU2037:                Primary Azimuth Mark                     Grid Az
 HU2037:SPC DE       -  ALLEN AZ MK                              001 17 56.8
 HU2037:SPC MD       -  ALLEN AZ MK                              000 18 22.1
 HU2037:UTM  18      -  ALLEN AZ MK                              001 33 34.2
 HU2037
 HU2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3819781230(NAD 83)
 HU2037
 HU2037|---------------------------------------------------------------------|
 HU2037| PID    Reference Object                     Distance      Geod. Az  |
 HU2037|                                                           dddmmss.s |
 HU2037| DC7784 ALLEN AZ MK                                        0010655.7 |
 HU2037| HU2047 SEAFORD DUPONT NYLON PLANT STK      APPROX. 9.0 KM 1250200.7 |
 HU2037| DC7785 ALLEN RM 1                           32.950 METERS 21930     |
 HU2037| HU2038 BOUNDARY MONUMENT 15 DEL MD          20.599 METERS 26534     |
 HU2037| DC7786 ALLEN RM 2                           43.310 METERS 31637     |
 HU2037|---------------------------------------------------------------------|
 HU2037
 HU2037                          SUPERSEDED SURVEY CONTROL
 HU2037
 HU2037  NAD 83(1986)-  38 40 39.05975(N)    075 42 37.85503(W) AD(       ) 2
 HU2037  NAD 27      -  38 40 38.64850(N)    075 42 39.09390(W) AD(       ) 2
 HU2037  NGVD 29 (07/19/86)   14.2    (m)           47.     (f) VERT ANG       
 HU2037
 HU2037.Superseded values are not recommended for survey control.
 HU2037
 HU2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2037.See file dsdata.pdf to determine how the superseded data were derived.
 HU2037
 HU2037_MARKER: DS = TRIANGULATION STATION DISK
 HU2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2037_STAMPING: ALLEN 1962
 HU2037_MARK LOGO: CGS
 HU2037_PROJECTION: RECESSED 46 CENTIMETERS
 HU2037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2037+STABILITY: SURFACE MOTION
 HU2037
 HU2037  HISTORY     - Date     Condition        Report By
 HU2037  HISTORY     - 1962     MONUMENTED       CGS
 HU2037  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU2037
 HU2037                          STATION DESCRIPTION
 HU2037
 HU2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU2037'STATION IS LOCATED ABOUT 1.0 MILE NORTH OF OAK GROVE, 4.0
 HU2037'MILES SOUTHEAST OF FEDERALSBURG MARYLAND, 5.5 MILES NORTHEAST
 HU2037'OF SEAFORD DELAWARE, AND ABOUT 0.4 MILE SOUTH OF THE BETHEL
 HU2037'CHURCH AND CEMETERY.
 HU2037'
 HU2037'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 HU2037'AND CENTRAL AVE. IN FEDERALSBURG MARYLAND, GO EASTERLY ON
 HU2037'STATE HIGHWAY 318 FOR 0.35 MILE TO THE JUNCTION OF STATE
 HU2037'HIGHWAYS 318 AND 306, KEEP THE RIGHT FORK AND CONTINUE
 HU2037'EASTERLY ON STATE HIGHWAY 318 FOR 2.8 MILES TO A CHURCH ON
 HU2037'THE LEFT AND A SIDE ROAD ON THE RIGHT, TURN RIGHT, GO
 HU2037'SOUTHERLY ON THE MACADAM ROAD FOR 1.5 MILES TO FORKS AT THE
 HU2037'BETHEL CEMETERY ON THE LEFT, TAKE THE RIGHT FORK AND GO
 HU2037'SOUTHERLY FOR 0.4 MILE TO A SIDE ROAD RIGHT, CONTINUE FOR 0.1
 HU2037'MILE TO THE STATION ON THE LEFT.
 HU2037'
 HU2037'STATION MARK, A STANDARD DISK STAMPED ALLEN 1962, SET IN THE
 HU2037'TOP OF A 10 X 10 INCH SQUARE CONCRETE MONUMENT, THAT IS 18
 HU2037'INCHES BELOW THE GROUND SURFACE.  IT IS 51.0 FEET EAST OF A
 HU2037'BLACK TOP ROAD.  82.0 FEET EAST OF A NORTH-SOUTH TIMER LINE.
 HU2037'
 HU2037'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ALLEN NO. 1 1962,
 HU2037'SET IN THE TOP OF A 10 X 10 INCH SQUARE CONCRETE MONUMENT,
 HU2037'PROJECTING 2 INCHES ABOVE GROUND SURFACE.  IT IS 27.6 FEET
 HU2037'EAST OF A BLACK TOP ROAD.  63.0 FEET EAST OF A CULTIVATED
 HU2037'FIELD.  9.0 FEET NORTH OF A 10 INCH PINE TREE.
 HU2037'
 HU2037'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ALLEN NO. 2
 HU2037'1962, SET IN THE TOP OF A 10 X 10 INCH SQUARE CONCRETE
 HU2037'MONUMENT, PROJECTING 2 INCH FROM GROUND SURFACE.  IT IS 39.6
 HU2037'FEET WEST OF A BLACK TOP ROAD.  69.0 FEET WEST OF A CULTIVATED
 HU2037'FIELD.  13.4 FEET NORTHEAST OF A 8 INCH OAK TREE.
 HU2037'
 HU2037'AZIMUTH MARK, A STANDARD DISK STAMPED ALLEN 1962, SET IN
 HU2037'THE TOP OF A 10 X 10 INCH SQUARE CONCRETE MONUMENT, THAT IS
 HU2037'FLUSH WITH THE GROUND SURFACE.  IT IS 31.0 FEET NORTH OF
 HU2037'CENTER OF MACADAM ROAD.  12.0 FEET SOUTH-SOUTHWEST OF A 6
 HU2037'INCH CEDAR TREE.  35.0 FEET EAST OF A 12 INCH CEDAR
 HU2037'TREE.  52.0 FEET WEST OF A DRIVEWAY TO THE CHURCH.
 HU2037'
 HU2037'BOUNDARY MONUMENT NO. 15, A 12 X 12 INCH SQUARE MONUMENT,
 HU2037'PROJECTING 30 INCHES FROM THE GROUND, WITH A COAD OF ARMS ON
 HU2037'THE EAST AND WEST SIDE.  IT IS 17.0 FEET WEST OF A BLACK
 HU2037'TOP ROAD.  18.0 FEET EAST OF A NORTH-SOUTH WOODS LINE.  30.0
 HU2037'FEET WEST OF A CULTIVATED FIELD.
 HU2037'
 HU2037'HEIGHT OF LIGHT ABOVE STATION MARK 30.75 METERS.
 HU2037
 HU2037                          STATION RECOVERY (2013)
 HU2037
 HU2037'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU2037'NOW LOCATED IN A CULTIVATED AGRICULTURAL FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1743 ***********************************************************************
 HU1743  DESIGNATION -  ANDREWS
 HU1743  PID         -  HU1743
 HU1743  STATE/COUNTY-  DE/SUSSEX
 HU1743  COUNTRY     -  US
 HU1743  USGS QUAD   -  DELMAR (2016)
 HU1743
 HU1743                         *CURRENT SURVEY CONTROL
 HU1743  ______________________________________________________________________
 HU1743* NAD 83(1991) POSITION- 38 27 17.83010(N) 075 31 49.93831(W)   ADJUSTED
 HU1743* NAVD 88 ORTHO HEIGHT -    15.2   (meters)       50.    (feet) VERTCON3
 HU1743  ______________________________________________________________________
 HU1743  GEOID HEIGHT    -        -35.758 (meters)                     GEOID18
 HU1743  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 HU1743  HORZ ORDER      -  SECOND
 HU1743
 HU1743.The horizontal coordinates were established by classical geodetic methods
 HU1743.and adjusted by the National Geodetic Survey in January 1992.
 HU1743
 HU1743.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1743
 HU1743.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1743.GEOID18 height accuracy estimate available here.
 HU1743
 HU1743.Click photographs - Photos may exist for this station.
 HU1743
 HU1743.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1743
 HU1743. The following values were computed from the NAD 83(1991) position.
 HU1743
 HU1743;                    North         East     Units Scale Factor Converg.
 HU1743;SPC DE       -    50,506.009   190,060.517   MT  0.99999622   -0 04 14.9
 HU1743;SPC DE       -   165,701.80    623,556.88   sFT  0.99999622   -0 04 14.9
 HU1743;SPC MD       -    88,535.256   528,256.462   MT  0.99997666   +0 55 20.2
 HU1743;SPC MD       -   290,469.42  1,733,121.41   sFT  0.99997666   +0 55 20.2
 HU1743;UTM  18      - 4,256,428.226   453,709.228   MT  0.99962639   -0 19 47.8
 HU1743
 HU1743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1743!SPC DE       -   1.00000323  x   0.99999622  =   0.99999945
 HU1743!SPC MD       -   1.00000323  x   0.99997666  =   0.99997989
 HU1743!UTM  18      -   1.00000323  x   0.99962639  =   0.99962962
 HU1743
 HU1743:                Primary Azimuth Mark                     Grid Az
 HU1743:SPC DE       -  ANDREWS RM 3                             093 18 03.1
 HU1743:SPC MD       -  ANDREWS RM 3                             092 18 28.0
 HU1743:UTM  18      -  ANDREWS RM 3                             093 33 36.0
 HU1743
 HU1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5370956428(NAD 83)
 HU1743
 HU1743|---------------------------------------------------------------------|
 HU1743| PID    Reference Object                     Distance      Geod. Az  |
 HU1743|                                                           dddmmss.s |
 HU1743| HU1742 MONUMENT E W 26 DE MD                 1.482 METERS 00220     |
 HU1743| HU1718 ANDREWS RM 3                        APPROX. 0.7 KM 0931348.2 |
 HU1743| DC7787 ANDREWS RM 1                         24.957 METERS 12917     |
 HU1743| HU1746 BOUNDARY MON EW 26 DE MD             10.373 METERS 18157     |
 HU1743| DC7788 ANDREWS RM 2                         21.510 METERS 21548     |
 HU1743|---------------------------------------------------------------------|
 HU1743
 HU1743                          SUPERSEDED SURVEY CONTROL
 HU1743
 HU1743  NAD 83(1986)-  38 27 17.82178(N)    075 31 49.96219(W) AD(       ) 2
 HU1743  NAD 27      -  38 27 17.40627(N)    075 31 51.23605(W) AD(       ) 2
 HU1743  NGVD 29 (07/19/86)   15.4    (m)           51.     (f) VERT ANG       
 HU1743
 HU1743.Superseded values are not recommended for survey control.
 HU1743
 HU1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1743.See file dsdata.pdf to determine how the superseded data were derived.
 HU1743
 HU1743_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1743_STAMPING: ANDREWS 1974
 HU1743_MARK LOGO: NGS
 HU1743_PROJECTION: FLUSH
 HU1743_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1743+STABILITY: SURFACE MOTION
 HU1743
 HU1743  HISTORY     - Date     Condition        Report By
 HU1743  HISTORY     - 1974     MONUMENTED       NGS
 HU1743  HISTORY     - 1974     GOOD             NGS
 HU1743  HISTORY     - 1976     GOOD             NGS
 HU1743  HISTORY     - 19810623 GOOD             NGS
 HU1743  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU1743
 HU1743                          STATION DESCRIPTION
 HU1743
 HU1743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU1743'THE STATION IS LOCATED ABOUT 3.6 MILES SOUTHWEST OF WARD,
 HU1743'DELAWARE, 2.4 MILES EAST OF DELMAR AND ON ROAD RIGHT-OF-WAY.
 HU1743'
 HU1743'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 13
 HU1743'AND STATE ROAD 54 IN THE EAST EDGE OF DELMAR, GO EAST ON
 HU1743'STATE ROAD 54 FOR 1.3 MILES TO POWERLINE POLE NUMBER 65 AND
 HU1743'THE STATION ON THE LEFT, CONTINUE EAST ON STATE ROAD 54 FOR
 HU1743'0.4 MILE TO A SIDE ROAD RIGHT AND RM 3 (AZ. MK.) ON THE RIGHT.
 HU1743'
 HU1743'STATION MARKS ARE STANDARD DISKS STAMPED ANDREWS 1974.  THE
 HU1743'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HU1743'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 HU1743'IS 26 FEET NORTH OF THE CENTERLINE OF STATE ROAD 54 AND 5
 HU1743'FEET EAST-SOUTHEAST OF POWERLINE POLE NUMBER 65.  THE
 HU1743'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGLUAR MASS OF
 HU1743'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 HU1743'
 HU1743'REFERENCE MARK 1, A STANDARD DISK STAMPED ANDREWS NO 1 1974,
 HU1743'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1743'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 23 FEET SOUTH
 HU1743'OF THE CENTERLINE OF STATE ROAD 54 AND 5 FEET NORTH OF A
 HU1743'DRAINAGE DITCH.
 HU1743'
 HU1743'REFERENCE MARK 2, A STANDARD DISK STAMPED ANDREWS NO 2 1974,
 HU1743'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1743'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 32 FEET SOUTH
 HU1743'OF THE CENTERLINE OF STATE ROAD 54 AND 3 FEET EAST OF
 HU1743'POWERLINE POLE NUMBER 48B.
 HU1743'
 HU1743'REFERENCE MARK 3, A STANDARD DISK STAMPED ANDREWS NO 3 1974,
 HU1743'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1743'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 53 FEET EAST
 HU1743'OF THE CENTER OF A PAVED ROAD, 27 FEET SOUTH OF THE
 HU1743'CENTERLINE OF STATE ROAD 54, 8 FEET NORTHWEST OF POWERLINE
 HU1743'POLE NUMBER 48B-10 AND 4 FEET EAST-SOUTHEAST MELSON ROAD
 HU1743'SIGN.  THE MARK SERVES AS AN AZIMUTH MARK.
 HU1743
 HU1743                          STATION RECOVERY (1974)
 HU1743
 HU1743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HU1743'RECOVERED IN GOOD CONDITION.
 HU1743
 HU1743                          STATION RECOVERY (1976)
 HU1743
 HU1743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1743'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HU1743'CONDITION AS DESCRIBED IN THE 1974 DESCRIPTION.  A SHORTER
 HU1743'DISTANCE OF 0.04 FOOT OR 0.011 METER WAS NOTED TO REFERENCE
 HU1743'MARK ONE.  A SHORTER DISTANCE OF 0.02 FOOT OR 0.003 METER WAS
 HU1743'NOTED TO REFERENCE MARK 2.  THE DIRECTION TO BOTH MARKS WERE
 HU1743'WITHIN CLOSE AGREEMENT WITH THE 1974 OBSERVATIONS.  IT IS
 HU1743'BELIEVED THE 1974 MEASUREMENTS WERE SLOPE MEASUREMENTS.
 HU1743'
 HU1743'THE MARYLAND-DELAWARE BOUNDARY MONUMENT NUMBER 26 WAS
 HU1743'ESTABLISHED AT THIS DATE, SEE DESCRIPTION THEREOF.
 HU1743'
 HU1743'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1743'2-1/2 MILES EAST OF DELMAR.
 HU1743
 HU1743                          STATION RECOVERY (1981)
 HU1743
 HU1743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HU1743'THE STATION MARK, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 HU1743'RECOVERD AND FOUND IN GOOD CONDITION AS DESCRIBED IN THE MOST RECENT
 HU1743'INFORMATION.  A LONGER DISTANCE OF 0.03 FOOT (0.01 M) OR 0.008 METER
 HU1743'(0.026 FT) WAS NOTED TO REFERENCE MARK ONE.  A LONGER DISTANCE OF
 HU1743'0.04 FOOT (0.01 M) OR 0.012 METER (0.039 FT) WAS NOTED BETWEEN THE
 HU1743'REFERENCE MARKS.  IT IS BELIEVED THAT THE DIFFERENCES MAY HAVE BEEN
 HU1743'CAUSED BY THE LARGE AMOUNT OF WATER WHICH THE DITCHES NEAR THE
 HU1743'REFERENCE MARKS HAVE IN THEM DURING THE WINTER MONTHS.  IT MAY CAUSE
 HU1743'THE MARKS TO SETTLE OR SLIP AROUND A SMALL AMOUNT.  THE STATION MARK
 HU1743'IS NOT NEAR THE DITCH.
 HU1743
 HU1743                          STATION RECOVERY (2013)
 HU1743
 HU1743'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU1743'THE STATION WAS NOT RECOVERED.  RM 3 WAS RECOVERED AND THE MONUMENT IS
 HU1743'LOOSE IN THE GROUND.  THE POWERPOLE IN THE DESCRIPTION FOR RM 3 IS NOW
 HU1743'LABELED T 69 48842/96382.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0164 ***********************************************************************
 HU0164  DESIGNATION -  AP STA B
 HU0164  PID         -  HU0164
 HU0164  STATE/COUNTY-  DE/SUSSEX
 HU0164  COUNTRY     -  US
 HU0164  USGS QUAD   -  HARBESON (2016)
 HU0164
 HU0164                         *CURRENT SURVEY CONTROL
 HU0164  ______________________________________________________________________
 HU0164* NAD 83(1986) POSITION- 38 41 05.     (N) 075 21 54.     (W)   SCALED
 HU0164* NAVD 88 ORTHO HEIGHT -    14.734 (meters)       48.34  (feet) ADJUSTED
 HU0164  ______________________________________________________________________
 HU0164  GEOID HEIGHT    -        -35.641 (meters)                     GEOID18
 HU0164  DYNAMIC HEIGHT  -         14.725 (meters)       48.31  (feet) COMP
 HU0164  MODELED GRAVITY -    980,025.5   (mgal)                       NAVD 88
 HU0164
 HU0164  VERT ORDER      -  SECOND    CLASS 0
 HU0164
 HU0164.This mark is at Sussex County Airport (GED)
 HU0164
 HU0164.The horizontal coordinates were scaled from a map and have
 HU0164.an estimated accuracy of +/- 6 seconds.
 HU0164
 HU0164.The orthometric height was determined by differential leveling and
 HU0164.adjusted by the NATIONAL GEODETIC SURVEY
 HU0164.in June 1991.
 HU0164
 HU0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0164.GEOID18 height accuracy estimate available here.
 HU0164
 HU0164.Click photographs - Photos may exist for this station.
 HU0164
 HU0164.The dynamic height is computed by dividing the NAVD 88
 HU0164.geopotential number by the normal gravity value computed on the
 HU0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0164.degrees latitude (g = 980.6199 gals.).
 HU0164
 HU0164.The modeled gravity was interpolated from observed gravity values.
 HU0164
 HU0164;                    North         East    Units  Estimated Accuracy
 HU0164;SPC DE       -    76,010.      204,500.      MT  (+/- 180 meters Scaled)
 HU0164
 HU0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH682818(NAD 83)
 HU0164
 HU0164                          SUPERSEDED SURVEY CONTROL
 HU0164
 HU0164  NGVD 29 (11/26/84)   14.972  (m)           49.12   (f) ADJUSTED    2 0
 HU0164
 HU0164.Superseded values are not recommended for survey control.
 HU0164
 HU0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0164.See file dsdata.pdf to determine how the superseded data were derived.
 HU0164
 HU0164_MARKER: DT = TOPOGRAPHIC STATION DISK
 HU0164_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HU0164_STAMPING: AP 1955 STA B
 HU0164_MARK LOGO: CGS
 HU0164_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0164
 HU0164  HISTORY     - Date     Condition        Report By
 HU0164  HISTORY     - 1955     MONUMENTED       CGS
 HU0164  HISTORY     - 1977     GOOD             NGS
 HU0164  HISTORY     - 19860615 GOOD             NGS
 HU0164  HISTORY     - 19901031 MARK NOT FOUND   NGS
 HU0164
 HU0164                          STATION DESCRIPTION
 HU0164
 HU0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HU0164'1 MI SE FROM GEORGETOWN.
 HU0164'AT THE GEORGETOWN AIRPORT, AT THE INTERSECTION OF RUNWAYS 4-22 AND
 HU0164'10-28.  AT THE NW CORNER OF THE INTERSECTION, 311.75 FEET FROM END
 HU0164'OF RUNWAY 4 AND 552.04 FEET FROM END OF RUNWAY 10.  OFFICE NOTE--
 HU0164'ACCEPTED NAME IS SUSSEX COUNTY AIRPORT.
 HU0164
 HU0164                          STATION RECOVERY (1977)
 HU0164
 HU0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HU0164'RECOVERED IN GOOD CONDITION.
 HU0164
 HU0164                          STATION RECOVERY (1986)
 HU0164
 HU0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HU0164'THE STATION IS LOCATED IN THE SW PART OF THE AIRPORT, IN THE NW CORNER
 HU0164'OF THE INTERSECTION OF RWY 4 AND A CLOSED E-W RUNWAY. THE STATION IS A
 HU0164'STANDARD CGS TOPO DISK STAMPED AP 1955 STA B.  ACCESS TO THE STATION
 HU0164'IS GAINED THROUGH A 1 FOOT (0.3 M) SQUARE METAL COVER SET FLUSH WITH
 HU0164'THE RUNWAY SURFACE.
 HU0164
 HU0164                          STATION RECOVERY (1990)
 HU0164
 HU0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0164'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3437 ***********************************************************************
 JU3437  DESIGNATION -  APPOQUINIMINK
 JU3437  PID         -  JU3437
 JU3437  STATE/COUNTY-  DE/NEW CASTLE
 JU3437  COUNTRY     -  US
 JU3437  USGS QUAD   -  MIDDLETOWN (2016)
 JU3437
 JU3437                         *CURRENT SURVEY CONTROL
 JU3437  ______________________________________________________________________
 JU3437* NAD 83(1991) POSITION- 39 27 09.07475(N) 075 39 17.23857(W)   ADJUSTED
 JU3437* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU3437  ______________________________________________________________________
 JU3437  GEOID HEIGHT    -        -33.578 (meters)                     GEOID18
 JU3437  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 JU3437  HORZ ORDER      -  SECOND
 JU3437
 JU3437.The horizontal coordinates were established by classical geodetic methods
 JU3437.and adjusted by the National Geodetic Survey in January 1992.
 JU3437
 JU3437.The orthometric height was scaled from a topographic map.
 JU3437
 JU3437.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3437.GEOID18 height accuracy estimate available here.
 JU3437
 JU3437.Click photographs - Photos may exist for this station.
 JU3437
 JU3437.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3437
 JU3437. The following values were computed from the NAD 83(1991) position.
 JU3437
 JU3437;                    North         East     Units Scale Factor Converg.
 JU3437;SPC DE       -   161,270.989   179,504.491   MT  1.00000017   -0 09 04.7
 JU3437;SPC DE       -   529,103.24    588,924.32   sFT  1.00000017   -0 09 04.7
 JU3437;UTM  18      - 4,367,199.815   443,663.408   MT  0.99963908   -0 24 57.9
 JU3437
 JU3437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3437!SPC DE       -   1.00000499  x   1.00000017  =   1.00000516
 JU3437!UTM  18      -   1.00000499  x   0.99963908  =   0.99964407
 JU3437
 JU3437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4366367199(NAD 83)
 JU3437
 JU3437                          SUPERSEDED SURVEY CONTROL
 JU3437
 JU3437  NAD 83(1986)-  39 27 09.06671(N)    075 39 17.24852(W) AD(       ) 2
 JU3437  NAD 27      -  39 27 08.65700(N)    075 39 18.50200(W) AD(       ) 2
 JU3437
 JU3437.Superseded values are not recommended for survey control.
 JU3437
 JU3437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3437.See file dsdata.pdf to determine how the superseded data were derived.
 JU3437
 JU3437_MARKER: DS = TRIANGULATION STATION DISK
 JU3437_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU3437_SP_SET: BRIDGE APPROACH
 JU3437_STAMPING: APPOQUINIMINK 1933
 JU3437_MARK LOGO: CGS
 JU3437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU3437
 JU3437  HISTORY     - Date     Condition        Report By
 JU3437  HISTORY     - 1933     MONUMENTED       CGS
 JU3437  HISTORY     - 1953     SEE DESCRIPTION  USGS
 JU3437  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU3437
 JU3437                          STATION DESCRIPTION
 JU3437
 JU3437'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3437'THIS STATION IS AT THE E END AND ON THE S SIDE OF THE APPROACH TO
 JU3437'DRAW SPAN OF HIGHWAY BRIDGE OVER APPOQUINIMINK CREEK AT ODESSA,
 JU3437'DELAWARE.  STATION IS MARKED WITH A STANDARD DISK STAMPED
 JU3437'APPOQUINIMINK - 1933, CEMENTED IN DRILL HOLE IN CONCRETE, FLUSH
 JU3437'WITH SURFACE OF BRIDGE APPROACH.  STATION IS 4.6 FEET N OF S SIDE
 JU3437'OF BRIDGE AND 1 FOOT E OF EDGE OF DRAW SPAN.  NO REFERENCE MARKS
 JU3437'WERE SET.
 JU3437
 JU3437                          STATION RECOVERY (1953)
 JU3437
 JU3437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 JU3437'STATION DESTROYED.  IT WAS SET IN CONCRETE AT APPROACH TO
 JU3437'BRIDGE.  CONCRETE HAS BEEN PAVED OVER AND BELIEVE STATION IS UNDER
 JU3437'PAVEMENT.
 JU3437
 JU3437                          STATION RECOVERY (2013)
 JU3437
 JU3437'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3437'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0783 ***********************************************************************
 JU0783  DESIGNATION -  ARCHEMERE
 JU0783  PID         -  JU0783
 JU0783  STATE/COUNTY-  DE/NEW CASTLE
 JU0783  COUNTRY     -  US
 JU0783  USGS QUAD   -  MARCUS HOOK (2019)
 JU0783
 JU0783                         *CURRENT SURVEY CONTROL
 JU0783  ______________________________________________________________________
 JU0783* NAD 83(1991) POSITION- 39 48 15.62205(N) 075 27 15.02427(W)   ADJUSTED
 JU0783* NAVD 88 ORTHO HEIGHT -    28.048 (meters)       92.02  (feet) ADJUSTED
 JU0783  ______________________________________________________________________
 JU0783  GEOID HEIGHT    -        -32.946 (meters)                     GEOID18
 JU0783  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 JU0783  DYNAMIC HEIGHT  -         28.035 (meters)       91.98  (feet) COMP
 JU0783  MODELED GRAVITY -    980,178.2   (mgal)                       NAVD 88
 JU0783
 JU0783  HORZ ORDER      -  SECOND
 JU0783  VERT ORDER      -  FIRST     CLASS II
 JU0783
 JU0783.The horizontal coordinates were established by classical geodetic methods
 JU0783.and adjusted by the National Geodetic Survey in January 1992.
 JU0783
 JU0783.The orthometric height was determined by differential leveling and
 JU0783.adjusted by the NATIONAL GEODETIC SURVEY
 JU0783.in June 1991.
 JU0783
 JU0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0783.GEOID18 height accuracy estimate available here.
 JU0783
 JU0783.Click photographs - Photos may exist for this station.
 JU0783
 JU0783.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU0783
 JU0783.The dynamic height is computed by dividing the NAVD 88
 JU0783.geopotential number by the normal gravity value computed on the
 JU0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0783.degrees latitude (g = 980.6199 gals.).
 JU0783
 JU0783.The modeled gravity was interpolated from observed gravity values.
 JU0783
 JU0783. The following values were computed from the NAD 83(1991) position.
 JU0783
 JU0783;                    North         East     Units Scale Factor Converg.
 JU0783;SPC DE       -   200,305.954   196,788.048   MT  0.99999513   -0 01 26.4
 JU0783;SPC DE       -   657,170.45    645,628.79   sFT  0.99999513   -0 01 26.4
 JU0783;SPC NJ       -   108,227.404    68,294.852   MT  0.99998216   -0 36 39.1
 JU0783;SPC NJ       -   355,076.07    224,064.03   sFT  0.99998216   -0 36 39.1
 JU0783;SPC PA S     -    54,853.784   796,590.209   MT  1.00002268   +1 29 22.3
 JU0783;SPC PA S     -   179,966.12  2,613,479.71   sFT  1.00002268   +1 29 22.3
 JU0783;UTM  18      - 4,406,139.826   461,121.396   MT  0.99961861   -0 17 26.7
 JU0783
 JU0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0783!SPC DE       -   1.00000077  x   0.99999513  =   0.99999590
 JU0783!SPC NJ       -   1.00000077  x   0.99998216  =   0.99998293
 JU0783!SPC PA S     -   1.00000077  x   1.00002268  =   1.00002345
 JU0783!UTM  18      -   1.00000077  x   0.99961861  =   0.99961938
 JU0783
 JU0783:                Primary Azimuth Mark                     Grid Az
 JU0783:SPC DE       -  WILMINGTON BROOK VIEW WATER TK           248 39 22.3
 JU0783:SPC NJ       -  WILMINGTON BROOK VIEW WATER TK           249 14 35.0
 JU0783:SPC PA S     -  WILMINGTON BROOK VIEW WATER TK           247 08 33.6
 JU0783:UTM  18      -  WILMINGTON BROOK VIEW WATER TK           248 55 22.6
 JU0783
 JU0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6112106139(NAD 83)
 JU0783
 JU0783|---------------------------------------------------------------------|
 JU0783| PID    Reference Object                     Distance      Geod. Az  |
 JU0783|                                                           dddmmss.s |
 JU0783| JU3312 WILMINGTON SUN OIL SURG HOPPER      APPROX. 3.4 KM 0694223.9 |
 JU0783| JU0784 ARCHEMERE RM 1                       24.035 METERS 14117     |
 JU0783| JU0785 ARCHEMERE RM 2                       25.102 METERS 22221     |
 JU0783| JU3313 WILMINGTON HOLLY OAK TANK           APPROX. 2.0 KM 2312412.2 |
 JU0783| JU3338 WILMINGTON BROOK VIEW WATER TK      460.741 METERS 2483755.9 |
 JU0783| JU3314 WILMINGTON ASHBOURNE HILLS TK       APPROX. 1.7 KM 3081429.8 |
 JU0783|---------------------------------------------------------------------|
 JU0783
 JU0783                          SUPERSEDED SURVEY CONTROL
 JU0783
 JU0783  NAD 83(1986)-  39 48 15.62024(N)    075 27 15.02736(W) AD(       ) 2
 JU0783  NAD 27      -  39 48 15.21160(N)    075 27 16.32500(W) AD(       ) 2
 JU0783  NGVD 29 (01/10/92)   28.318  (m)           92.91   (f) ADJUSTED    1 2
 JU0783  NGVD 29 (??/??/87)   28.324  (m)           92.93   (f) SUPERSEDED  1 2
 JU0783  NGVD 29              28.38   (m)           93.1    (f) LEVELING    3  
 JU0783
 JU0783.Superseded values are not recommended for survey control.
 JU0783
 JU0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0783.See file dsdata.pdf to determine how the superseded data were derived.
 JU0783
 JU0783_MARKER: DS = TRIANGULATION STATION DISK
 JU0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0783_STAMPING: ARCHEMERE 1959
 JU0783_MARK LOGO: CGS
 JU0783_PROJECTION: FLUSH
 JU0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0783+STABILITY: SURFACE MOTION
 JU0783
 JU0783  HISTORY     - Date     Condition        Report By
 JU0783  HISTORY     - 1956     MONUMENTED       CGS
 JU0783  HISTORY     - 1965     GOOD             CGS
 JU0783  HISTORY     - 1965     GOOD             CGS
 JU0783  HISTORY     - 1979     GOOD             NGS
 JU0783  HISTORY     - 19990403 MARK NOT FOUND   USPSQD
 JU0783  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU0783
 JU0783                          STATION DESCRIPTION
 JU0783
 JU0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HRL)
 JU0783'STATION IS LOCATED ABOUT 6.0 MILES NORTHEAST OF THE POST
 JU0783'OFFICE IN WILMINGTON, AND ABOUT 0.75 MILE WEST OF THE MOUTH
 JU0783'OF NAAMAN CREEK, NEAR THE CORNER OF PHILADELPHIA PIKE AND
 JU0783'MYRTLE AVENUE.  ON PROPERTY OF THE ARCHMERE PREPARATORY
 JU0783'SCHOOL FOR BOYS.  IT IS 34 FEET SOUTH OF CORNER POST, 26
 JU0783'FEET WEST-SOUTHWEST OF HEDGE FENCE, 24 FEET SOUTH-SOUTHEAST
 JU0783'OF IRON FENCE, 21 FEET EAST OF A 24 INCH OAK TREE AND 54
 JU0783'FEET NORTH OF A 30 INCH SYCAMORE TREE.  THE MARK IS A
 JU0783'STANDARD TRIANGULATION STATION DISK, SET IN A 10 BY 10 INCH
 JU0783'CONCRETE MONUMENT FLUSH WITH THE GROUND, AND THE DISK
 JU0783'IS STAMPED ARCHEMERE 1959.
 JU0783'
 JU0783'REFERENCE MARK NO. 1 IS 26 FEET EAST-NORTHEAST OF HEDGE
 JU0783'FENCE, 47 FEET EAST-NORTHEAST OF CENTERLINE OF STREET, 16 FEET
 JU0783'NORTH OF A 20 INCH TREE, 49 FEET NORTH-NORTHWEST OF
 JU0783'A 36 INCH SYCAMORE TREE AND 17 FEET SOUTH-SOUTHEAST OF A
 JU0783'SMALL PINE TREE.  THE MARK IS A STANDARD REFERENCE MARK DISK
 JU0783'SET IN A 10 BY 10 INCH CONCRETE MONUMENT, FLUSH WITH THE
 JU0783'GROUND AND THE DISK IS STAMPED ARCHEMERE NO 1 1959.
 JU0783'
 JU0783'REFERENCE MARK NO. 2 IS 44 FEET SOUTHEAST OF IRON FENCE, 14
 JU0783'FEET SOUTH OF A 10 INCH SASSAFRAS TREE AND 26 FEET NORTH
 JU0783'OF A 20-INCH OAK TREE.  THE MARK IS A STANDARD REFERENCE
 JU0783'MARK DISK, SET IN A 10 BY 10 INCH CONCRETE MONUMENT FLUSH
 JU0783'WITH THE GROUND AND THE DISK IS STAMPED ARCHEMERE NO 2 1959.
 JU0783'
 JU0783'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 13 AND
 JU0783'U.S. HIGHWAY NO. 13 ALTERNATE NORTHEAST OF WILMINGTON, GO
 JU0783'EASTERLY ON U.S. HIGHWAY NO. 13 FOR 0.4 MILE TO STOP LIGHT
 JU0783'AND STATION ON RIGHT AS DESCRIBED.
 JU0783'
 JU0783'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JU0783
 JU0783                          STATION RECOVERY (1965)
 JU0783
 JU0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 JU0783'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 JU0783'AS DESCRIBED AND FOUND IN GOOD CONDITION.
 JU0783'
 JU0783'THE DESCRIPTION IS ADEQUATE.
 JU0783'
 JU0783'NOTE--THERE ARE TWO JUNCTIONS OF U.S. HIGHWAYS 13 AND 13
 JU0783'ALTERNATE, NORTHEAST OF WILMINGTON.  THIS STATION IS REACHED
 JU0783'FROM THE SOUTHWEST ONE OF THE JUNCTIONS.
 JU0783
 JU0783                          STATION RECOVERY (1965)
 JU0783
 JU0783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JU0783'0.8 MI SW FROM NAAMAN.
 JU0783'0.85 MILE SOUTHWEST ALONG U.S. HIGHWAY 13 (PHILA. PIKE) FROM THE
 JU0783'OVERPASS OF THE PENNSYLVANIA RAILROAD OVER HIGHWAY AT NAAMAN,
 JU0783'AT THE INTERSECTION OF MYRTLE AVENUE, 40 1/2 FEET SOUTHEAST OF
 JU0783'SOUTHEAST CURB OF PHILA. PIKE, 35 FEET SOUTHWEST OF SOUTHWEST
 JU0783'CURB OF MYRTLE AVENUE, 33.8 FEET SOUTH-SOUTHWEST OF A CORNER
 JU0783'POST IN IRON FENCE, 78.8 FEET NORTH-NORTHWEST OF RM NO. 1, 83.4
 JU0783'FEET NORTHEAST OF RM NO. 2, ABOUT LEVEL WITH ROADS AND SET IN
 JU0783'THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 JU0783'NOTE-- STATION IS REACHED FROM WILIMINGTON BY GOING ABOUT 4.5
 JU0783'MILES NORTHEAST ALONG U.S. HIGHWAY 13 A (GOVERNOR PRINTZ BLVD.)
 JU0783'FROM OVERPASS OF EDGEMOOR ROAD OVER HIGHWAY, THENCE ABOUT 0.4
 JU0783'MILE NORTHEAST ALONG U.S. HIGHWAY 13 (PHILA. PIKE.)
 JU0783
 JU0783                          STATION RECOVERY (1979)
 JU0783
 JU0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0783'RECOVERED IN GOOD CONDITION.
 JU0783
 JU0783                          STATION RECOVERY (1999)
 JU0783
 JU0783'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU0783'MARK NOT FOUND.
 JU0783
 JU0783                          STATION RECOVERY (2013)
 JU0783
 JU0783'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU0783'ON PROPERTY OF ARCHMERE ACADEMY, BEHIND IRON FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0784 ***********************************************************************
 JU0784  DESIGNATION -  ARCHEMERE RM 1
 JU0784  PID         -  JU0784
 JU0784  STATE/COUNTY-  DE/NEW CASTLE
 JU0784  COUNTRY     -  US
 JU0784  USGS QUAD   -  MARCUS HOOK (2019)
 JU0784
 JU0784                         *CURRENT SURVEY CONTROL
 JU0784  ______________________________________________________________________
 JU0784* NAD 83(1986) POSITION- 39 48 15.01   (N) 075 27 14.39   (W)   HD_HELD1
 JU0784* NAVD 88 ORTHO HEIGHT -    27.643 (meters)       90.69  (feet) ADJUSTED
 JU0784  ______________________________________________________________________
 JU0784  GEOID HEIGHT    -        -32.946 (meters)                     GEOID18
 JU0784  DYNAMIC HEIGHT  -         27.631 (meters)       90.65  (feet) COMP
 JU0784  MODELED GRAVITY -    980,178.2   (mgal)                       NAVD 88
 JU0784
 JU0784  VERT ORDER      -  FIRST     CLASS II
 JU0784
 JU0784.The horizontal coordinates were determined by differentially corrected
 JU0784.hand held GPS observations or other comparable positioning techniques
 JU0784.and have an estimated accuracy of +/- 3 meters.
 JU0784
 JU0784.The orthometric height was determined by differential leveling and
 JU0784.adjusted by the NATIONAL GEODETIC SURVEY
 JU0784.in June 1991.
 JU0784
 JU0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0784.GEOID18 height accuracy estimate available here.
 JU0784
 JU0784.Click photographs - Photos may exist for this station.
 JU0784
 JU0784.The dynamic height is computed by dividing the NAVD 88
 JU0784.geopotential number by the normal gravity value computed on the
 JU0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0784.degrees latitude (g = 980.6199 gals.).
 JU0784
 JU0784.The modeled gravity was interpolated from observed gravity values.
 JU0784
 JU0784;                    North         East    Units  Estimated Accuracy
 JU0784;SPC DE       -   200,287.1     196,803.1     MT  (+/- 3 meters HH1 GPS) 
 JU0784
 JU0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6113606120(NAD 83)
 JU0784
 JU0784                          SUPERSEDED SURVEY CONTROL
 JU0784
 JU0784  NGVD 29 (01/10/92)   27.913  (m)           91.58   (f) ADJUSTED    1 2
 JU0784  NGVD 29 (??/??/87)   27.896  (m)           91.52   (f) SUPERSEDED  1 2
 JU0784
 JU0784.Superseded values are not recommended for survey control.
 JU0784
 JU0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0784.See file dsdata.pdf to determine how the superseded data were derived.
 JU0784
 JU0784_MARKER: DR = REFERENCE MARK DISK
 JU0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0784_STAMPING: ARCHEMERE NO 1 1959
 JU0784_MARK LOGO: CGS
 JU0784_PROJECTION: FLUSH
 JU0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0784+STABILITY: SURFACE MOTION
 JU0784
 JU0784  HISTORY     - Date     Condition        Report By
 JU0784  HISTORY     - 1959     MONUMENTED       CGS
 JU0784  HISTORY     - 1965     GOOD             CGS
 JU0784  HISTORY     - 1979     GOOD             NGS
 JU0784  HISTORY     - 19990403 MARK NOT FOUND   USPSQD
 JU0784  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU0784
 JU0784                          STATION DESCRIPTION
 JU0784
 JU0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU0784'0.8 MI SW FROM NAAMAN.
 JU0784'78.8 FEET SOUTH-SOUTHEAST OF TRIANGULATION STATION ARCHEMERE,
 JU0784'DESCRIBED, 119 FEET SOUTHEAST OF THE SOUTHEAST CURB OF
 JU0784'PHILADELPHIA PIKE, 47 1/2 FEET SOUTHWEST OF THE APPROXIMATE
 JU0784'CENTERLINE OF MYRTLE AVENUE, 103 FEET SOUTH OF A FENCE CORNER,
 JU0784'104.7 FEET EAST OF RM NO. 2, 18 FEET NORTH OF A 22-INCH
 JU0784'CHESTNUT TREE AND 11 1/2 FEET WEST-SOUTHWEST OF A MAPLE TREE,
 JU0784'ABOUT LEVEL WITH THE STREETS AND SET IN THE TOP OF A CONCRETE
 JU0784'POST ABOUT FLUSH WITH THE GROUND.
 JU0784
 JU0784                          STATION RECOVERY (1979)
 JU0784
 JU0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0784'RECOVERED IN GOOD CONDITION.
 JU0784
 JU0784                          STATION RECOVERY (1999)
 JU0784
 JU0784'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU0784'MARK NOT FOUND.
 JU0784
 JU0784                          STATION RECOVERY (2013)
 JU0784
 JU0784'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU0784'ON PROPERTY OF ARCHMERE ACADEMY, BEHIND IRON FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0785 ***********************************************************************
 JU0785  DESIGNATION -  ARCHEMERE RM 2
 JU0785  PID         -  JU0785
 JU0785  STATE/COUNTY-  DE/NEW CASTLE
 JU0785  COUNTRY     -  US
 JU0785  USGS QUAD   -  MARCUS HOOK (2019)
 JU0785
 JU0785                         *CURRENT SURVEY CONTROL
 JU0785  ______________________________________________________________________
 JU0785* NAD 83(1986) POSITION- 39 48 15.02   (N) 075 27 15.74   (W)   HD_HELD1
 JU0785* NAVD 88 ORTHO HEIGHT -    28.371 (meters)       93.08  (feet) ADJUSTED
 JU0785  ______________________________________________________________________
 JU0785  GEOID HEIGHT    -        -32.946 (meters)                     GEOID18
 JU0785  DYNAMIC HEIGHT  -         28.359 (meters)       93.04  (feet) COMP
 JU0785  MODELED GRAVITY -    980,178.2   (mgal)                       NAVD 88
 JU0785
 JU0785  VERT ORDER      -  FIRST     CLASS II
 JU0785
 JU0785.The horizontal coordinates were determined by differentially corrected
 JU0785.hand held GPS observations or other comparable positioning techniques
 JU0785.and have an estimated accuracy of +/- 3 meters.
 JU0785
 JU0785.The orthometric height was determined by differential leveling and
 JU0785.adjusted by the NATIONAL GEODETIC SURVEY
 JU0785.in June 1991.
 JU0785
 JU0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0785.GEOID18 height accuracy estimate available here.
 JU0785
 JU0785.Click photographs - Photos may exist for this station.
 JU0785
 JU0785.The dynamic height is computed by dividing the NAVD 88
 JU0785.geopotential number by the normal gravity value computed on the
 JU0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0785.degrees latitude (g = 980.6199 gals.).
 JU0785
 JU0785.The modeled gravity was interpolated from observed gravity values.
 JU0785
 JU0785;                    North         East    Units  Estimated Accuracy
 JU0785;SPC DE       -   200,287.4     196,771.0     MT  (+/- 3 meters HH1 GPS) 
 JU0785
 JU0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6110406121(NAD 83)
 JU0785
 JU0785                          SUPERSEDED SURVEY CONTROL
 JU0785
 JU0785  NGVD 29 (01/10/92)   28.641  (m)           93.97   (f) ADJUSTED    1 2
 JU0785  NGVD 29 (??/??/87)   28.641  (m)           93.97   (f) SUPERSEDED  1 2
 JU0785
 JU0785.Superseded values are not recommended for survey control.
 JU0785
 JU0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0785.See file dsdata.pdf to determine how the superseded data were derived.
 JU0785
 JU0785_MARKER: DR = REFERENCE MARK DISK
 JU0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0785_STAMPING: ARCHEMERE NO 2 1959
 JU0785_MARK LOGO: CGS
 JU0785_PROJECTION: FLUSH
 JU0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0785+STABILITY: SURFACE MOTION
 JU0785
 JU0785  HISTORY     - Date     Condition        Report By
 JU0785  HISTORY     - 1959     MONUMENTED       CGS
 JU0785  HISTORY     - 1965     GOOD             CGS
 JU0785  HISTORY     - 1979     GOOD             NGS
 JU0785  HISTORY     - 19990403 MARK NOT FOUND   USPSQD
 JU0785  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU0785
 JU0785                          STATION DESCRIPTION
 JU0785
 JU0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU0785'0.8 MI SW FROM NAAMAN.
 JU0785'82.4 FEET SOUTHWEST OF TRIANGULATION STATION ARCHEMERE, DESCRIBED,
 JU0785'60 FEET SOUTHEAST OF THE SOUTHEAST CURB OF PHILADELPHIA PIKE, 129
 JU0785'FEET SOUTHWEST OF THE CENTERLINE OF MYRTLE AVENUE, 104.8 FEET
 JU0785'WEST OF RM NO. 1, ABOUT LEVEL WITH THE STREETS AND SET IN THE
 JU0785'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JU0785
 JU0785                          STATION RECOVERY (1979)
 JU0785
 JU0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0785'RECOVERED IN GOOD CONDITION.
 JU0785
 JU0785                          STATION RECOVERY (1999)
 JU0785
 JU0785'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU0785'MARK NOT FOUND.
 JU0785
 JU0785                          STATION RECOVERY (2013)
 JU0785
 JU0785'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU0785'ON PROPERTY OF ARCHMERE ACADEMY, BEHIND IRON FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0165 ***********************************************************************
 HU0165  DESIGNATION -  ARP
 HU0165  PID         -  HU0165
 HU0165  STATE/COUNTY-  DE/SUSSEX
 HU0165  COUNTRY     -  US
 HU0165  USGS QUAD   -  HARBESON (2016)
 HU0165
 HU0165                         *CURRENT SURVEY CONTROL
 HU0165  ______________________________________________________________________
 HU0165* NAD 83(1986) POSITION- 38 41 23.     (N) 075 21 37.     (W)   SCALED
 HU0165* NAVD 88 ORTHO HEIGHT -    15.030 (meters)       49.31  (feet) ADJUSTED
 HU0165  ______________________________________________________________________
 HU0165  GEOID HEIGHT    -        -35.639 (meters)                     GEOID18
 HU0165  DYNAMIC HEIGHT  -         15.021 (meters)       49.28  (feet) COMP
 HU0165  MODELED GRAVITY -    980,025.8   (mgal)                       NAVD 88
 HU0165
 HU0165  VERT ORDER      -  SECOND    CLASS 0
 HU0165
 HU0165.This mark is at Sussex County Airport (GED)
 HU0165
 HU0165.The horizontal coordinates were scaled from a map and have
 HU0165.an estimated accuracy of +/- 6 seconds.
 HU0165
 HU0165.The orthometric height was determined by differential leveling and
 HU0165.adjusted by the NATIONAL GEODETIC SURVEY
 HU0165.in June 1991.
 HU0165
 HU0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0165.GEOID18 height accuracy estimate available here.
 HU0165
 HU0165.Click photographs - Photos may exist for this station.
 HU0165
 HU0165.The dynamic height is computed by dividing the NAVD 88
 HU0165.geopotential number by the normal gravity value computed on the
 HU0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0165.degrees latitude (g = 980.6199 gals.).
 HU0165
 HU0165.The modeled gravity was interpolated from observed gravity values.
 HU0165
 HU0165;                    North         East    Units  Estimated Accuracy
 HU0165;SPC DE       -    76,560.      204,910.      MT  (+/- 180 meters Scaled)
 HU0165
 HU0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH686824(NAD 83)
 HU0165
 HU0165                          SUPERSEDED SURVEY CONTROL
 HU0165
 HU0165  NGVD 29 (11/26/84)   15.267  (m)           50.09   (f) ADJUSTED    2 0
 HU0165
 HU0165.Superseded values are not recommended for survey control.
 HU0165
 HU0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0165.See file dsdata.pdf to determine how the superseded data were derived.
 HU0165
 HU0165_MARKER: DT = TOPOGRAPHIC STATION DISK
 HU0165_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HU0165_SP_SET: RUNWAY SURFACE
 HU0165_STAMPING: ARP 1955
 HU0165_MARK LOGO: CGS
 HU0165_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0165
 HU0165  HISTORY     - Date     Condition        Report By
 HU0165  HISTORY     - 1955     MONUMENTED       CGS
 HU0165  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0165  HISTORY     - 19890909 GOOD             NGS
 HU0165  HISTORY     - 19950908 MARK NOT FOUND   USPSQD
 HU0165
 HU0165                          STATION DESCRIPTION
 HU0165
 HU0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HU0165'1 MI SE FROM GEORGETOWN.
 HU0165'AT THE GEORGETOWN AIRPORT, NEAR THE MIDWAY POINT BETWEEN THE ENDS
 HU0165'OF RUNWAY 4-22.  2465.70 FEET FROM THE END OF RUNWAY 4, 2533.4
 HU0165'FEET FROM THE END OF RUNWAY 22.  ON LINE WITH THE S EDGE OF
 HU0165'TAXIWAY AND 0.5 FEET FROM EDGE OF RUNWAY.  DISK SET IN DRILL HOLE
 HU0165'FLUSH WITH RUNWAY.  OFFICE NOTE-- ACCEPTED NAME IS SUSSEX COUNTY
 HU0165'AIRPORT.
 HU0165
 HU0165                          STATION RECOVERY (1981)
 HU0165
 HU0165'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0165'MARK NOT FOUND.
 HU0165
 HU0165                          STATION RECOVERY (1989)
 HU0165
 HU0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HU0165'THE STATION IS LOCATED IN THE SW CORNER OF THE INTERSECTION OF HWY
 HU0165'4-22 AND 13-31 EXTENDED TAXIWAY, 61.8 FT (18.8 M) NE OF THE FIRST RWY
 HU0165'LIGHT SW OF THE INTERSECTION AND 37.4 FT (11.4 M) E OF THE FIRST
 HU0165'TAXIWAY LIGHT W OF THE STATION.  ACCESS TO THE STATION IS GAINED VIA A
 HU0165'1 FOOT (0.3 M) SQUARE METAL COVER SET SET FLUSH WITH THE RWY SURFACE.
 HU0165'THE STATION IS A STANDARD CGS TOPO DISK STAMPED ARP 1995.
 HU0165
 HU0165                          STATION RECOVERY (1995)
 HU0165
 HU0165'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU0165'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2041 ***********************************************************************
 HU2041  DESIGNATION -  ATLANTA
 HU2041  PID         -  HU2041
 HU2041  STATE/COUNTY-  DE/SUSSEX
 HU2041  COUNTRY     -  US
 HU2041  USGS QUAD   -  SEAFORD WEST (2016)
 HU2041
 HU2041                         *CURRENT SURVEY CONTROL
 HU2041  ______________________________________________________________________
 HU2041* NAD 83(1991) POSITION- 38 42 20.39957(N) 075 42 46.29153(W)   ADJUSTED
 HU2041* NAVD 88 ORTHO HEIGHT -    13.9   (meters)       46.    (feet) VERTCON3
 HU2041  ______________________________________________________________________
 HU2041  GEOID HEIGHT    -        -35.402 (meters)                     GEOID18
 HU2041  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 HU2041  HORZ ORDER      -  SECOND
 HU2041
 HU2041.The horizontal coordinates were established by classical geodetic methods
 HU2041.and adjusted by the National Geodetic Survey in January 1992.
 HU2041
 HU2041.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2041
 HU2041.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2041.GEOID18 height accuracy estimate available here.
 HU2041
 HU2041.Click photographs - Photos may exist for this station.
 HU2041
 HU2041.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2041
 HU2041. The following values were computed from the NAD 83(1991) position.
 HU2041
 HU2041;                    North         East     Units Scale Factor Converg.
 HU2041;SPC DE       -    78,372.473   174,236.085   MT  1.00000317   -0 11 06.8
 HU2041;SPC DE       -   257,127.02    571,639.56   sFT  1.00000317   -0 11 06.8
 HU2041;SPC MD       -   116,122.323   511,952.059   MT  0.99995423   +0 48 28.3
 HU2041;SPC MD       -   380,977.99  1,679,629.38   sFT  0.99995423   +0 48 28.3
 HU2041;UTM  18      - 4,284,356.032   438,017.034   MT  0.99964731   -0 26 44.8
 HU2041
 HU2041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2041!SPC DE       -   1.00000338  x   1.00000317  =   1.00000655
 HU2041!SPC MD       -   1.00000338  x   0.99995423  =   0.99995761
 HU2041!UTM  18      -   1.00000338  x   0.99964731  =   0.99965069
 HU2041
 HU2041:                Primary Azimuth Mark                     Grid Az
 HU2041:SPC DE       -  ATLANTA AZIMUTH MARK                     182 28 30.9
 HU2041:SPC MD       -  ATLANTA AZIMUTH MARK                     181 28 55.8
 HU2041:UTM  18      -  ATLANTA AZIMUTH MARK                     182 44 08.9
 HU2041
 HU2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3801784356(NAD 83)
 HU2041
 HU2041|---------------------------------------------------------------------|
 HU2041| PID    Reference Object                     Distance      Geod. Az  |
 HU2041|                                                           dddmmss.s |
 HU2041| DC7799 ATLANTA RM 1                         13.468 METERS 15815     |
 HU2041| HU2051 TANYARD RM 3                        APPROX. 1.4 KM 1813229.1 |
 HU2041| HU2049 ATLANTA AZIMUTH MARK                APPROX. 0.9 KM 1821724.1 |
 HU2041| DC7800 ATLANTA RM 2                          9.787 METERS 25722     |
 HU2041| HU2042 BOUNDARY MONUMENT 17 DEL MD          93.747 METERS 35101     |
 HU2041|---------------------------------------------------------------------|
 HU2041
 HU2041                          SUPERSEDED SURVEY CONTROL
 HU2041
 HU2041  NAD 83(1986)-  38 42 20.39343(N)    075 42 46.30887(W) AD(       ) 2
 HU2041  NAD 27      -  38 42 19.98530(N)    075 42 47.55210(W) AD(       ) 2
 HU2041  NGVD 29 (07/19/86)   14.1    (m)           46.     (f) VERT ANG       
 HU2041
 HU2041.Superseded values are not recommended for survey control.
 HU2041
 HU2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2041.See file dsdata.pdf to determine how the superseded data were derived.
 HU2041
 HU2041_MARKER: DS = TRIANGULATION STATION DISK
 HU2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2041_STAMPING: ATLANTA 1962
 HU2041_MARK LOGO: CGS
 HU2041_PROJECTION: RECESSED 21 CENTIMETERS
 HU2041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2041+STABILITY: SURFACE MOTION
 HU2041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2041+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2017
 HU2041
 HU2041  HISTORY     - Date     Condition        Report By
 HU2041  HISTORY     - 1962     MONUMENTED       CGS
 HU2041  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU2041  HISTORY     - 20171204 GOOD             ARCSHE
 HU2041
 HU2041                          STATION DESCRIPTION
 HU2041
 HU2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU2041'THE STATION IS LOCATED ALONG THE NORTH RIGHT-OF-WAY OF
 HU2041'DELAWARE STATE HIGHWAY 18 AND MARYLAND STATE HIGHWAY 318 AT
 HU2041'THE MARYLAND-DELAWARE STATE LINE, ABOUT 6.5 MILES
 HU2041'WEST-SOUTHWEST OF BRIDGEVILLE, DELAWARE AND 3.5 MILES
 HU2041'EAST-NORTHEAST OF FEDERALSBURG, MARYLAND.
 HU2041'
 HU2041'TO REACH THE STATION FROM THE INTERSECTIONS OF MAIN STREET
 HU2041'AND CENTRAL AVENUE IN FEDERALSBURG.  GO EAST ON STATE HIGHWAY
 HU2041'318 FOR 0.35 MILE TO THE JUNCTION OF STATE HIGHWAYS 306 AND
 HU2041'318.  TAKE THE RIGHT HAND FORK AND GO EAST-NORTHEAST ON
 HU2041'STATE HIGHWAY 318 FOR 3.15 MILES TO THE MARYLAND AND DELAWARE
 HU2041'STATE LINE AND THE STATION ON THE NORTH SIDE OF THE HIGHWAY.
 HU2041'
 HU2041'TO REACH THE AZIMUTH MARK FROM THE STATION.  GO WEST ON
 HU2041'MARYLAND STATE HIGHWAY 318 FOR 0.4 MILE TO A SIDE ROAD ON
 HU2041'THE LEFT AND A CHURCH BUILDING ON THE RIGHT.  TURN LEFT AND
 HU2041'GO SOUTH-SOUTHEAST ON A BLACKTOP ROAD FOR 0.5 MILE TO A FARM
 HU2041'LANE ON THE LEFT.  TURN LEFT AND GO EAST ON THE FARM LANE FOR
 HU2041'0.2 MILE TO A TELEPHONE POLE, A STANDARD METAL WITNESS POST
 HU2041'AND MARKER AND THE AZIMUTH MARK.
 HU2041'
 HU2041'THE STATION MARK, A STANDARD DISK STAMPED ATLANTA 1962, IS
 HU2041'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 HU2041'THE SURFACE OF THE GROUND.  IT IS 22.5 FEET NORTH OF THE
 HU2041'CENTERLINE OF STATE HIGHWAYS 318 AND 306, 8.5 FEET SOUTH OF
 HU2041'THE SOUTH EDGE OF A CULTIVATED FIELD, 4.5 FEET WEST OF A
 HU2041'STANDARD METAL WITNESS POST AND MARKER AND 4.5 FEET WEST
 HU2041'OF THE NORTH STEEL SIGN POST OF MARYLAND-DELAWARE STATE LINE
 HU2041'SIGN.
 HU2041'
 HU2041'REFERENCE MARK 1, A STANDARD DISK STAMPED ATLANTA NO 1 1962,
 HU2041'IS SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 HU2041'THE SURFACE OF THE GROUND.  IT IS 45.5 FEET SOUTH OF A
 HU2041'STANDARD METAL WITNESS POST AND MARKER, 22.0 FEET SOUTH OF THE
 HU2041'CENTERLINE OF THE HIGHWAY, 1.4 FEET WEST OF THE SOUTH STEEL
 HU2041'POST SIGN OF THE MARYLAND-DELAWARE STATE LINE SIGN, AND ABOUT
 HU2041'THE SAME ELEVATION AS THE STATION.
 HU2041'
 HU2041'REFERENCE MARK 2, A STANDARD DISK STAMPED ATLANTA NO 2 1962,
 HU2041'IS SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 HU2041'THE SURFACE OF THE GROUND.  IT IS 36.0 FEET WEST OF A STANDARD
 HU2041'METAL WITNESS POST AND MARKER, 24.0 FEET NORTH OF THE
 HU2041'CENTERLINE OF THE HIGHWAY, 1.0 FOOT NORTH OF MARYLAND STATE
 HU2041'HIGHWAY 318 SIGN POST AND ABOUT THE SAME ELEVATION AS THE
 HU2041'STATION.
 HU2041'
 HU2041'THE AZIMUTH MARK, A STANDARD DISK STAMPED ATLANTA 1962, IS
 HU2041'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 HU2041'THE SURFACE OF THE GROUND.  IT IS 120.0 FEET NORTH-NORTHWEST
 HU2041'OF THE NORTHWEST CORNER OF A FARM HOUSE, 6.6 FEET SOUTH OF
 HU2041'THE CENTERLINE OF A DRIVEWAY, 3.7 FEET EAST OF A STANDARD METAL
 HU2041'WITNESS POST AND MARKER AND A TELEPHONE POLE.
 HU2041'
 HU2041'BOUNDARY MONUMENT NO. 17, A 12-INCH SQUARE GRANITE STONE
 HU2041'PROJECTING ABOUT 30 INCHES ABOVE THE SURFACE OF THE GROUND,
 HU2041'LEANS ABOUT 6 DEGREES TO THE SOUTH, CHIPPED BADLY ON THE EAST
 HU2041'SIDE, WITH THE LETTER M CUT IN ON ITS WEST SIDE AND P ON THE
 HU2041'EAST, A SMALL CROSS WAS INSCRIBED IN ITS TOP AND CENTER FOR
 HU2041'TRAVERSE PURPOSE ON THIS DATE.  IT IS 200.0 FEET NORTH OF
 HU2041'THE CENTERLINE OF STATE HIGHWAY 318, 150.0 FEET EAST OF THE
 HU2041'CENTERLINE OF A DRIVEWAY AND IN A CULTIVATED FIELD.
 HU2041'
 HU2041'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 HU2041
 HU2041                          STATION RECOVERY (2013)
 HU2041
 HU2041'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU2041'MARK NOT FOUND.
 HU2041
 HU2041                          STATION RECOVERY (2017)
 HU2041
 HU2041'RECOVERY NOTE BY ARCHER-SHEE LAND SURVEYING 2017 (MRA)
 HU2041'THE STATION IS 107 FT (32.6 M) WEST-SOUTHWEST OF THE NORTH LEG OF A
 HU2041'METAL SIGN WITH CONCRETE BASE WELCOME TO DELAWARE' AND 20.6 FT (6.3 M)
 HU2041'WEST OF A WOODEN 'CAROLINE COUNTY' SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1931 ***********************************************************************
 JU1931  DESIGNATION -  B
 JU1931  PID         -  JU1931
 JU1931  STATE/COUNTY-  DE/NEW CASTLE
 JU1931  COUNTRY     -  US
 JU1931  USGS QUAD   -  SAINT GEORGES (2016)
 JU1931
 JU1931                         *CURRENT SURVEY CONTROL
 JU1931  ______________________________________________________________________
 JU1931* NAD 83(1986) POSITION- 39 32 44.     (N) 075 42 10.     (W)   SCALED
 JU1931* NAVD 88 ORTHO HEIGHT -    15.660 (meters)       51.38  (feet) ADJUSTED
 JU1931  ______________________________________________________________________
 JU1931  GEOID HEIGHT    -        -33.287 (meters)                     GEOID18
 JU1931  DYNAMIC HEIGHT  -         15.653 (meters)       51.35  (feet) COMP
 JU1931  MODELED GRAVITY -    980,139.7   (mgal)                       NAVD 88
 JU1931
 JU1931  VERT ORDER      -  FIRST     CLASS I
 JU1931
 JU1931.The horizontal coordinates were scaled from a map and have
 JU1931.an estimated accuracy of +/- 6 seconds.
 JU1931
 JU1931.The orthometric height was determined by differential leveling and
 JU1931.adjusted by the NATIONAL GEODETIC SURVEY
 JU1931.in June 1991.
 JU1931
 JU1931.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1931.GEOID18 height accuracy estimate available here.
 JU1931
 JU1931.Click photographs - Photos may exist for this station.
 JU1931
 JU1931.The dynamic height is computed by dividing the NAVD 88
 JU1931.geopotential number by the normal gravity value computed on the
 JU1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1931.degrees latitude (g = 980.6199 gals.).
 JU1931
 JU1931.The modeled gravity was interpolated from observed gravity values.
 JU1931
 JU1931;                    North         East    Units  Estimated Accuracy
 JU1931;SPC DE       -   171,610.      175,410.      MT  (+/- 180 meters Scaled)
 JU1931
 JU1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ396775(NAD 83)
 JU1931
 JU1931                          SUPERSEDED SURVEY CONTROL
 JU1931
 JU1931  NGVD 29 (11/26/84)   15.900  (m)           52.17   (f) ADJUSTED    1 1
 JU1931
 JU1931.Superseded values are not recommended for survey control.
 JU1931
 JU1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1931.See file dsdata.pdf to determine how the superseded data were derived.
 JU1931
 JU1931_MARKER: DD = SURVEY DISK
 JU1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1931_STAMPING: B
 JU1931_MARK LOGO: USACE
 JU1931_PROJECTION: RECESSED 10 CENTIMETERS
 JU1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1931+STABILITY: SURFACE MOTION
 JU1931
 JU1931  HISTORY     - Date     Condition        Report By
 JU1931  HISTORY     - UNK      MONUMENTED       USACE
 JU1931  HISTORY     - 1963     GOOD             CGS
 JU1931  HISTORY     - 19891101 MARK NOT FOUND   USGS
 JU1931
 JU1931                          STATION DESCRIPTION
 JU1931
 JU1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1931'1.8 MI S FROM KIRKWOOD.
 JU1931'1.75 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1931'CROSSING OF STATE HIGHWAY 71 AT KIRKWOOD, 132 FEET SOUTH OF
 JU1931'SOUTHEAST CORNER OF THE RAILROAD DRAWBRIDGE OVER THE CHESAPEAKE
 JU1931'AND DELAWARE CANAL, 205 FEET NORTH OF A SIGNAL LIGHT, 10.6 FEET
 JU1931'EAST OF EAST RAIL, 1 FOOT BELOW LEVEL OF TRACK, AND SET IN THE
 JU1931'TOP OF A CONCRETE POST 4 INCHES BELOW SURFACE OF GROUND.
 JU1931
 JU1931                          STATION RECOVERY (1989)
 JU1931
 JU1931'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989
 JU1931'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0810 ***********************************************************************
 JU0810  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0810  DESIGNATION -  B 1
 JU0810  PID         -  JU0810
 JU0810  STATE/COUNTY-  DE/NEW CASTLE
 JU0810  COUNTRY     -  US
 JU0810  USGS QUAD   -  MARCUS HOOK (2019)
 JU0810
 JU0810                         *CURRENT SURVEY CONTROL
 JU0810  ______________________________________________________________________
 JU0810* NAD 83(1991) POSITION- 39 45 02.63149(N) 075 29 38.79401(W)   NO CHECK
 JU0810* NAVD 88 ORTHO HEIGHT -     2.794 (meters)        9.17  (feet) ADJUSTED
 JU0810  ______________________________________________________________________
 JU0810  GEOID HEIGHT    -        -32.973 (meters)                     GEOID18
 JU0810  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 JU0810  DYNAMIC HEIGHT  -          2.793 (meters)        9.16  (feet) COMP
 JU0810  MODELED GRAVITY -    980,173.5   (mgal)                       NAVD 88
 JU0810
 JU0810  HORZ ORDER      -  THIRD
 JU0810  VERT ORDER      -  FIRST     CLASS I
 JU0810
 JU0810.The horizontal coordinates were established by classical geodetic methods
 JU0810.and adjusted by the National Geodetic Survey in January 1992.
 JU0810
 JU0810.No horizontal observational check was made to the station.
 JU0810
 JU0810.The orthometric height was determined by differential leveling and
 JU0810.adjusted by the NATIONAL GEODETIC SURVEY
 JU0810.in June 1991.
 JU0810
 JU0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0810.GEOID18 height accuracy estimate available here.
 JU0810
 JU0810.This Tidal Bench Mark is designated as VM 2954
 JU0810.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0810
 JU0810.Click photographs - Photos may exist for this station.
 JU0810
 JU0810.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU0810
 JU0810.The dynamic height is computed by dividing the NAVD 88
 JU0810.geopotential number by the normal gravity value computed on the
 JU0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0810.degrees latitude (g = 980.6199 gals.).
 JU0810
 JU0810.The modeled gravity was interpolated from observed gravity values.
 JU0810
 JU0810. The following values were computed from the NAD 83(1991) position.
 JU0810
 JU0810;                    North         East     Units Scale Factor Converg.
 JU0810;SPC DE       -   194,356.009   193,362.911   MT  0.99999554   -0 02 58.3
 JU0810;SPC DE       -   637,649.67    634,391.48   sFT  0.99999554   -0 02 58.3
 JU0810;SPC NJ       -   102,312.889    64,809.021   MT  0.99998932   -0 38 08.6
 JU0810;SPC NJ       -   335,671.54    212,627.60   sFT  0.99998932   -0 38 08.6
 JU0810;UTM  18      - 4,400,208.107   457,669.907   MT  0.99962206   -0 18 57.5
 JU0810
 JU0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0810!SPC DE       -   1.00000473  x   0.99999554  =   1.00000027
 JU0810!SPC NJ       -   1.00000473  x   0.99998932  =   0.99999405
 JU0810!UTM  18      -   1.00000473  x   0.99962206  =   0.99962679
 JU0810
 JU0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5766900208(NAD 83)
 JU0810
 JU0810                          SUPERSEDED SURVEY CONTROL
 JU0810
 JU0810  NAD 83(1986)-  39 45 02.62809(N)    075 29 38.80073(W) AD(       ) 3
 JU0810  NGVD 29               3.06   (m)           10.0    (f) LEVELING    3  
 JU0810  NGVD 29 (11/26/84)    3.059  (m)           10.04   (f) ADJUSTED    1 1
 JU0810
 JU0810.Superseded values are not recommended for survey control.
 JU0810
 JU0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0810.See file dsdata.pdf to determine how the superseded data were derived.
 JU0810
 JU0810_MARKER: DB = BENCH MARK DISK
 JU0810_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0810_SP_SET: PIER
 JU0810_STAMPING: 10.322 B 1 1931
 JU0810_MARK LOGO: CGS
 JU0810_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0810
 JU0810  HISTORY     - Date     Condition        Report By
 JU0810  HISTORY     - 1931     MONUMENTED       CGS
 JU0810  HISTORY     - 1965     GOOD             CGS
 JU0810  HISTORY     - 1982     GOOD             NOS
 JU0810  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU0810
 JU0810                          STATION DESCRIPTION
 JU0810
 JU0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU0810'0.5 MI E FROM WILMINGTON.
 JU0810'1/2 MILE EAST OF OVERPASS OF EDGEMOOR ROAD OVER THE PENNSYLVANIA
 JU0810'RAILROAD, AT EDGEMOOR SUB-OFFICE OF THE U.S. ARMY CORPS OF
 JU0810'ENGINEERS, 116 FEET SOUTHEAST OF EAST CORNER OF BRICK BUILDING
 JU0810'NO. 5, IN THE TOP OF A CONCRETE PIER ON NORTHWEST BANK OF DELAWARE
 JU0810'RIVER, 3 1/2 FEET SOUTH OF EAST CORNER OF A LIGHT BEACON, 244
 JU0810'FEET SOUTH-SOUTHEAST OF TRIANGULATION STATION EDGEMOOR 2, AND
 JU0810'SET IN A DRILL HOLE.
 JU0810
 JU0810                          STATION RECOVERY (1982)
 JU0810
 JU0810'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU0810'THE STATION IS LOCATED IN EDGEMOOR ON PROPERTY OF DUPONT
 JU0810'CHEMICAL COMPANY.
 JU0810'
 JU0810'TO REACH THE STATION FROM THE OVERPASS OF EDGEMOOR ROAD OVER THE
 JU0810'PENNSYLVANIA RAILROAD, GO EAST ON EDGEMOOR ROAD INTO THE DUPONT
 JU0810'CHEMICAL COMPANY GATE, AND GO TO THE LOADING DOCK AND THE VICINITY
 JU0810'OF THE STATION.
 JU0810'
 JU0810'THE STATION IS A STANDARD CGS DISK
 JU0810'STAMPED---10.322 B1 1931---,
 JU0810'SET INTO A DRILL HOLE
 JU0810'FLUSH WITH THE DOCK.  IT IS LOCATED
 JU0810'74.3 METERS (244 FT) SOUTH-SOUTHEAST FROM STATION---EDGEMOOR 2
 JU0810'1933---, AND
 JU0810'1.07 METERS (3.5 FT) SOUTH FROM THE EAST CORNER OF CHERRY ISLAND
 JU0810'RANGE FRONT LIGHT.
 JU0810'
 JU0810'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.25 METERS.
 JU0810
 JU0810                          STATION RECOVERY (2013)
 JU0810
 JU0810'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU0810'BEHIND A LOCKED GATE ON THE PROPERTY OF THE EDGEMOOR DUPONT PLANT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0977 ***********************************************************************
 HU0977  DESIGNATION -  B 10
 HU0977  PID         -  HU0977
 HU0977  STATE/COUNTY-  DE/SUSSEX
 HU0977  COUNTRY     -  US
 HU0977  USGS QUAD   -  LAUREL (2016)
 HU0977
 HU0977                         *CURRENT SURVEY CONTROL
 HU0977  ______________________________________________________________________
 HU0977* NAD 83(1986) POSITION- 38 32 16.     (N) 075 35 32.     (W)   SCALED
 HU0977* NAVD 88 ORTHO HEIGHT -     9.209 (meters)       30.21  (feet) ADJUSTED
 HU0977  ______________________________________________________________________
 HU0977  GEOID HEIGHT    -        -35.669 (meters)                     GEOID18
 HU0977  DYNAMIC HEIGHT  -          9.203 (meters)       30.19  (feet) COMP
 HU0977  MODELED GRAVITY -    980,013.5   (mgal)                       NAVD 88
 HU0977
 HU0977  VERT ORDER      -  SECOND    CLASS 0
 HU0977
 HU0977.The horizontal coordinates were scaled from a map and have
 HU0977.an estimated accuracy of +/- 6 seconds.
 HU0977
 HU0977.The orthometric height was determined by differential leveling and
 HU0977.adjusted by the NATIONAL GEODETIC SURVEY
 HU0977.in June 1991.
 HU0977
 HU0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0977.GEOID18 height accuracy estimate available here.
 HU0977
 HU0977.Click photographs - Photos may exist for this station.
 HU0977
 HU0977.The dynamic height is computed by dividing the NAVD 88
 HU0977.geopotential number by the normal gravity value computed on the
 HU0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0977.degrees latitude (g = 980.6199 gals.).
 HU0977
 HU0977.The modeled gravity was interpolated from observed gravity values.
 HU0977
 HU0977;                    North         East    Units  Estimated Accuracy
 HU0977;SPC DE       -    59,710.      184,690.      MT  (+/- 180 meters Scaled)
 HU0977
 HU0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH483656(NAD 83)
 HU0977
 HU0977                          SUPERSEDED SURVEY CONTROL
 HU0977
 HU0977  NGVD 29 (11/26/84)    9.457  (m)           31.03   (f) ADJUSTED    2 0
 HU0977
 HU0977.Superseded values are not recommended for survey control.
 HU0977
 HU0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0977.See file dsdata.pdf to determine how the superseded data were derived.
 HU0977
 HU0977_MARKER: DB = BENCH MARK DISK
 HU0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0977_STAMPING: B 10 1942
 HU0977_MARK LOGO: CGS
 HU0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0977+STABILITY: SURFACE MOTION
 HU0977
 HU0977  HISTORY     - Date     Condition        Report By
 HU0977  HISTORY     - 1942     MONUMENTED       CGS
 HU0977  HISTORY     - 1943     GOOD             CGS
 HU0977  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0977  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0977
 HU0977                          STATION DESCRIPTION
 HU0977
 HU0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0977'1.6 MI SW FROM LAUREL.
 HU0977'1.65 MILES SOUTHWEST ALONG HIGHWAY 24 FROM THE RAILROAD CROSSING
 HU0977'AT LAUREL, SUSSEX COUNTY, 27.2 FEET NORTHWEST OF THE CENTER LINE
 HU0977'OF HIGHWAY 24, 5.0 FEET SOUTH OF POLE NUMBER 8, 109.0 FEET EAST OF
 HU0977'THE EAST FACE OF A TWO STORY WHITE HOUSE, AT THE WYE JUNCTION
 HU0977'OF HIGHWAY 24 AND HIGHWAY 494, IN LINE WITH POLES, ABOUT 1.0 FOOT
 HU0977'LOWER THAN THE ROAD.
 HU0977
 HU0977                          STATION RECOVERY (1943)
 HU0977
 HU0977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 HU0977'RECOVERED IN GOOD CONDITION.
 HU0977
 HU0977                          STATION RECOVERY (1981)
 HU0977
 HU0977'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0977'MARK NOT FOUND.
 HU0977
 HU0977                          STATION RECOVERY (2013)
 HU0977
 HU0977'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0977'POLES IN 1942 DESCRIPTION NO LONGER EXIST.  WHITE 2 STORY HOUSE HAS
 HU0977'BEEN
 HU0977'DEMOLISHED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0830 ***********************************************************************
 HU0830  DESIGNATION -  B 11
 HU0830  PID         -  HU0830
 HU0830  STATE/COUNTY-  DE/KENT
 HU0830  COUNTRY     -  US
 HU0830  USGS QUAD   -  BURRSVILLE (2016)
 HU0830
 HU0830                         *CURRENT SURVEY CONTROL
 HU0830  ______________________________________________________________________
 HU0830* NAD 83(1986) POSITION- 38 58 25.     (N) 075 41 02.     (W)   SCALED
 HU0830* NAVD 88 ORTHO HEIGHT -    17.904 (meters)       58.74  (feet) ADJUSTED
 HU0830  ______________________________________________________________________
 HU0830  GEOID HEIGHT    -        -34.825 (meters)                     GEOID18
 HU0830  DYNAMIC HEIGHT  -         17.894 (meters)       58.71  (feet) COMP
 HU0830  MODELED GRAVITY -    980,052.5   (mgal)                       NAVD 88
 HU0830
 HU0830  VERT ORDER      -  SECOND    CLASS 0
 HU0830
 HU0830.The horizontal coordinates were scaled from a map and have
 HU0830.an estimated accuracy of +/- 6 seconds.
 HU0830
 HU0830.The orthometric height was determined by differential leveling and
 HU0830.adjusted by the NATIONAL GEODETIC SURVEY
 HU0830.in June 1991.
 HU0830
 HU0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0830.GEOID18 height accuracy estimate available here.
 HU0830
 HU0830.Click photographs - Photos may exist for this station.
 HU0830
 HU0830.The dynamic height is computed by dividing the NAVD 88
 HU0830.geopotential number by the normal gravity value computed on the
 HU0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0830.degrees latitude (g = 980.6199 gals.).
 HU0830
 HU0830.The modeled gravity was interpolated from observed gravity values.
 HU0830
 HU0830;                    North         East    Units  Estimated Accuracy
 HU0830;SPC DE       -   108,110.      176,840.      MT  (+/- 180 meters Scaled)
 HU0830
 HU0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ407140(NAD 83)
 HU0830
 HU0830                          SUPERSEDED SURVEY CONTROL
 HU0830
 HU0830  NGVD 29 (11/26/84)   18.144  (m)           59.53   (f) ADJUSTED    2 0
 HU0830
 HU0830.Superseded values are not recommended for survey control.
 HU0830
 HU0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0830.See file dsdata.pdf to determine how the superseded data were derived.
 HU0830
 HU0830_MARKER: DB = BENCH MARK DISK
 HU0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0830_STAMPING: B 11 1942
 HU0830_MARK LOGO: CGS
 HU0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0830+STABILITY: SURFACE MOTION
 HU0830
 HU0830  HISTORY     - Date     Condition        Report By
 HU0830  HISTORY     - 1942     MONUMENTED       CGS
 HU0830  HISTORY     - 1964     GOOD             CGS
 HU0830  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0830  HISTORY     - 20120326 MARK NOT FOUND   DELCOS
 HU0830
 HU0830                          STATION DESCRIPTION
 HU0830
 HU0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0830'3 MI E FROM WHITELEYSBURG.
 HU0830'IN KENT COUNTY, DELAWARE, 3.0 MILES EAST ALONG STATE HIGHWAY 12
 HU0830'FROM THE SEVENTH DAY ADVENTIST CHURCH AT WHITELEYSBURG, CAROLINE
 HU0830'COUNTY, MARYLAND, AT THE JUNCTION OF A DIRT ROAD LEADING TO A
 HU0830'TWO STORY YELLOW HOUSE, 24.4 FEET SOUTHEAST OF THE CENTERLINE OF
 HU0830'THE HIGHWAY, 23.6 FEET SOUTHWEST OF THE DIRT ROAD, 3.6 FEET EAST
 HU0830'OF POLE 275, AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A
 HU0830'STANDARD DISK, STAMPED B 11 1942 AND SET IN THE TOP OF A CONCRETE
 HU0830'POST.
 HU0830
 HU0830                          STATION RECOVERY (1964)
 HU0830
 HU0830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HU0830'RECOVERED IN GOOD CONDITION.
 HU0830
 HU0830                          STATION RECOVERY (1981)
 HU0830
 HU0830'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0830'MARK NOT FOUND.
 HU0830
 HU0830                          STATION RECOVERY (2012)
 HU0830
 HU0830'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0830'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1304 ***********************************************************************
 JU1304  DESIGNATION -  B 12
 JU1304  PID         -  JU1304
 JU1304  STATE/COUNTY-  DE/KENT
 JU1304  COUNTRY     -  US
 JU1304  USGS QUAD   -  MARYDEL (2016)
 JU1304
 JU1304                         *CURRENT SURVEY CONTROL
 JU1304  ______________________________________________________________________
 JU1304* NAD 83(1986) POSITION- 39 02 16.     (N) 075 42 02.     (W)   SCALED
 JU1304* NAVD 88 ORTHO HEIGHT -    16.946 (meters)       55.60  (feet) ADJUSTED
 JU1304  ______________________________________________________________________
 JU1304  GEOID HEIGHT    -        -34.567 (meters)                     GEOID18
 JU1304  DYNAMIC HEIGHT  -         16.936 (meters)       55.56  (feet) COMP
 JU1304  MODELED GRAVITY -    980,064.1   (mgal)                       NAVD 88
 JU1304
 JU1304  VERT ORDER      -  SECOND    CLASS 0
 JU1304
 JU1304.The horizontal coordinates were scaled from a map and have
 JU1304.an estimated accuracy of +/- 6 seconds.
 JU1304
 JU1304.The orthometric height was determined by differential leveling and
 JU1304.adjusted by the NATIONAL GEODETIC SURVEY
 JU1304.in June 1991.
 JU1304
 JU1304.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1304.GEOID18 height accuracy estimate available here.
 JU1304
 JU1304.Click photographs - Photos may exist for this station.
 JU1304
 JU1304.The dynamic height is computed by dividing the NAVD 88
 JU1304.geopotential number by the normal gravity value computed on the
 JU1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1304.degrees latitude (g = 980.6199 gals.).
 JU1304
 JU1304.The modeled gravity was interpolated from observed gravity values.
 JU1304
 JU1304;                    North         East    Units  Estimated Accuracy
 JU1304;SPC DE       -   115,240.      175,420.      MT  (+/- 180 meters Scaled)
 JU1304
 JU1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ393212(NAD 83)
 JU1304
 JU1304                          SUPERSEDED SURVEY CONTROL
 JU1304
 JU1304  NGVD 29 (11/26/84)   17.184  (m)           56.38   (f) ADJUSTED    2 0
 JU1304
 JU1304.Superseded values are not recommended for survey control.
 JU1304
 JU1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1304.See file dsdata.pdf to determine how the superseded data were derived.
 JU1304
 JU1304_MARKER: DB = BENCH MARK DISK
 JU1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1304_STAMPING: B 12 1942
 JU1304_MARK LOGO: CGS
 JU1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1304+STABILITY: SURFACE MOTION
 JU1304
 JU1304  HISTORY     - Date     Condition        Report By
 JU1304  HISTORY     - 1942     MONUMENTED       CGS
 JU1304  HISTORY     - 20120322 MARK NOT FOUND   DELCOS
 JU1304
 JU1304                          STATION DESCRIPTION
 JU1304
 JU1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JU1304'1 MI E FROM SANDTOWN.
 JU1304'THIS MARK IS ABOUT 1.05 MILES EAST ALONG HIGHWAY 10 FROM THE T
 JU1304'JUNCTION OF HIGHWAY 10 AND A PAVED ROAD WHICH RUNS SOUTH TO
 JU1304'FELTON, AT SANDTOWN, KENT COUNTY, 28.5 FEET NORTH OF THE
 JU1304'CENTERLINE OF THE HIGHWAY, 9.2 FEET EAST OF POLE NUMBER 297,
 JU1304'45.0 FEET NORTH AND ACROSS HIGHWAY FROM THE CENTER LINE OF THE
 JU1304'INTERSECTION OF A DIRT ROAD WHICH RUNS EAST FROM THE HIGHWAY,
 JU1304'2.0 FEET WEST OF A STANDARD REFERENCE POST.
 JU1304
 JU1304                          STATION RECOVERY (2012)
 JU1304
 JU1304'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1304'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1231 ***********************************************************************
 JU1231  DESIGNATION -  B 13
 JU1231  PID         -  JU1231
 JU1231  STATE/COUNTY-  DE/KENT
 JU1231  COUNTRY     -  US
 JU1231  USGS QUAD   -  CLAYTON (2016)
 JU1231
 JU1231                         *CURRENT SURVEY CONTROL
 JU1231  ______________________________________________________________________
 JU1231* NAD 83(1986) POSITION- 39 17 10.     (N) 075 39 02.     (W)   SCALED
 JU1231* NAVD 88 ORTHO HEIGHT -    13.722 (meters)       45.02  (feet) ADJUSTED
 JU1231  ______________________________________________________________________
 JU1231  GEOID HEIGHT    -        -33.834 (meters)                     GEOID18
 JU1231  DYNAMIC HEIGHT  -         13.714 (meters)       44.99  (feet) COMP
 JU1231  MODELED GRAVITY -    980,107.7   (mgal)                       NAVD 88
 JU1231
 JU1231  VERT ORDER      -  SECOND    CLASS 0
 JU1231
 JU1231.The horizontal coordinates were scaled from a map and have
 JU1231.an estimated accuracy of +/- 6 seconds.
 JU1231
 JU1231.The orthometric height was determined by differential leveling and
 JU1231.adjusted by the NATIONAL GEODETIC SURVEY
 JU1231.in June 1991.
 JU1231
 JU1231.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1231.GEOID18 height accuracy estimate available here.
 JU1231
 JU1231.Click photographs - Photos may exist for this station.
 JU1231
 JU1231.The dynamic height is computed by dividing the NAVD 88
 JU1231.geopotential number by the normal gravity value computed on the
 JU1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1231.degrees latitude (g = 980.6199 gals.).
 JU1231
 JU1231.The modeled gravity was interpolated from observed gravity values.
 JU1231
 JU1231;                    North         East    Units  Estimated Accuracy
 JU1231;SPC DE       -   142,800.      179,820.      MT  (+/- 180 meters Scaled)
 JU1231
 JU1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ438487(NAD 83)
 JU1231
 JU1231                          SUPERSEDED SURVEY CONTROL
 JU1231
 JU1231  NGVD 29 (11/26/84)   13.960  (m)           45.80   (f) ADJUSTED    2 0
 JU1231
 JU1231.Superseded values are not recommended for survey control.
 JU1231
 JU1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1231.See file dsdata.pdf to determine how the superseded data were derived.
 JU1231
 JU1231_MARKER: DB = BENCH MARK DISK
 JU1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1231_STAMPING: B 13 1942
 JU1231_MARK LOGO: CGS
 JU1231_PROJECTION: PROJECTING 20 CENTIMETERS
 JU1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1231+STABILITY: SURFACE MOTION
 JU1231
 JU1231  HISTORY     - Date     Condition        Report By
 JU1231  HISTORY     - 1942     MONUMENTED       CGS
 JU1231  HISTORY     - 1964     GOOD             CGS
 JU1231  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1231  HISTORY     - 19890617 MARK NOT FOUND   USPSQD
 JU1231  HISTORY     - 20120322 MARK NOT FOUND   DELCOS
 JU1231
 JU1231                          STATION DESCRIPTION
 JU1231
 JU1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1231'1 MI W FROM CLAYTON.
 JU1231'1.0 MILE WEST ALONG STATE HIGHWAY 6 FROM THE PENNSYLVANIA RAILROAD
 JU1231'STATION AT CLAYTON.  ACROSS THE ROAD FROM POWER LINE POLE NO.
 JU1231'JS 2-94/13, 31 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND
 JU1231'1.5 FEET SOUTHEAST OF RAILROAD TIE USED FOR FENCE POST OF FENCE
 JU1231'LINE LEADING NORTH.  A STANDARD DISK IN THE TOP OF A CONCRETE
 JU1231'POST, PROJECTING 8 INCHES.
 JU1231
 JU1231                          STATION RECOVERY (1981)
 JU1231
 JU1231'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1231'MARK NOT FOUND.
 JU1231
 JU1231                          STATION RECOVERY (1989)
 JU1231
 JU1231'RECOVERY NOTE BY US POWER SQUADRON 1989 (GSW)
 JU1231'MARK NOT FOUND.
 JU1231
 JU1231                          STATION RECOVERY (2012)
 JU1231
 JU1231'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1231'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1097 ***********************************************************************
 JU1097  DESIGNATION -  B 2
 JU1097  PID         -  JU1097
 JU1097  STATE/COUNTY-  DE/KENT
 JU1097  COUNTRY     -  US
 JU1097  USGS QUAD   -  DOVER (2016)
 JU1097
 JU1097                         *CURRENT SURVEY CONTROL
 JU1097  ______________________________________________________________________
 JU1097* NAD 83(1986) POSITION- 39 11 42.71   (N) 075 33 53.37   (W)   HD_HELD1
 JU1097* NAVD 88 ORTHO HEIGHT -     7.242 (meters)       23.76  (feet) ADJUSTED
 JU1097  ______________________________________________________________________
 JU1097  GEOID HEIGHT    -        -34.202 (meters)                     GEOID18
 JU1097  DYNAMIC HEIGHT  -          7.238 (meters)       23.75  (feet) COMP
 JU1097  MODELED GRAVITY -    980,094.4   (mgal)                       NAVD 88
 JU1097
 JU1097  VERT ORDER      -  FIRST     CLASS I
 JU1097
 JU1097.The horizontal coordinates were determined by differentially corrected
 JU1097.hand held GPS observations or other comparable positioning techniques
 JU1097.and have an estimated accuracy of +/- 3 meters.
 JU1097
 JU1097.The orthometric height was determined by differential leveling and
 JU1097.adjusted by the NATIONAL GEODETIC SURVEY
 JU1097.in June 1991.
 JU1097
 JU1097.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1097.GEOID18 height accuracy estimate available here.
 JU1097
 JU1097.Click photographs - Photos may exist for this station.
 JU1097
 JU1097.The dynamic height is computed by dividing the NAVD 88
 JU1097.geopotential number by the normal gravity value computed on the
 JU1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1097.degrees latitude (g = 980.6199 gals.).
 JU1097
 JU1097.The modeled gravity was interpolated from observed gravity values.
 JU1097
 JU1097;                    North         East    Units  Estimated Accuracy
 JU1097;SPC DE       -   132,686.0     187,201.0     MT  (+/- 3 meters HH1 GPS) 
 JU1097
 JU1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5122538590(NAD 83)
 JU1097
 JU1097                          SUPERSEDED SURVEY CONTROL
 JU1097
 JU1097  NGVD 29 (11/26/84)    7.481  (m)           24.54   (f) ADJUSTED    1 1
 JU1097
 JU1097.Superseded values are not recommended for survey control.
 JU1097
 JU1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1097.See file dsdata.pdf to determine how the superseded data were derived.
 JU1097
 JU1097_MARKER: DB = BENCH MARK DISK
 JU1097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1097_SP_SET: BRIDGE
 JU1097_STAMPING: 25.033 B 2 1931
 JU1097_MARK LOGO: CGS
 JU1097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1097+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2019
 JU1097
 JU1097  HISTORY     - Date     Condition        Report By
 JU1097  HISTORY     - 1931     MONUMENTED       CGS
 JU1097  HISTORY     - 1963     GOOD             CGS
 JU1097  HISTORY     - 1981     GOOD             UDE
 JU1097  HISTORY     - 20010915 GOOD             USPSQD
 JU1097  HISTORY     - 20100205 GOOD             BECMOR
 JU1097  HISTORY     - 20120321 GOOD             DELCOS
 JU1097  HISTORY     - 20190815 GOOD             USPSQD
 JU1097
 JU1097                          STATION DESCRIPTION
 JU1097
 JU1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1097'2.1 MI SE FROM CHESWOLD.
 JU1097'2.1 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1097'CROSSING OF STATE HIGHWAY 42 AT CHESWOLD, ABOUT 103 YARDS
 JU1097'NORTHWEST OF THE CROSSING OF A BLACK TOP ROAD IN THE COMMUNITY
 JU1097'OF DUPONT, AT RAILROAD BRIDGE 44/43 OVER FORK BRANCH, SET ON
 JU1097'TOP OF THE SOUTHWEST END OF THE SOUTHEAST STONE ABUTMENT, 13
 JU1097'FEET SOUTHWEST OF SOUTHWEST RAIL, AND ABOUT 4 FEET BELOW LEVEL
 JU1097'OF TRACK.
 JU1097
 JU1097                          STATION RECOVERY (1981)
 JU1097
 JU1097'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1097'RECOVERED IN GOOD CONDITION.
 JU1097
 JU1097                          STATION RECOVERY (2001)
 JU1097
 JU1097'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 JU1097'RECOVERED IN GOOD CONDITION.
 JU1097
 JU1097                          STATION RECOVERY (2010)
 JU1097
 JU1097'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1097'RECOVERED IN GOOD CONDITION.
 JU1097
 JU1097                          STATION RECOVERY (2012)
 JU1097
 JU1097'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1097'RECOVERED IN GOOD CONDITION.
 JU1097
 JU1097                          STATION RECOVERY (2019)
 JU1097
 JU1097'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 JU1097'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0782 ***********************************************************************
 JU0782  DESIGNATION -  B 21
 JU0782  PID         -  JU0782
 JU0782  STATE/COUNTY-  DE/NEW CASTLE
 JU0782  COUNTRY     -  US
 JU0782  USGS QUAD   -  MARCUS HOOK (2019)
 JU0782
 JU0782                         *CURRENT SURVEY CONTROL
 JU0782  ______________________________________________________________________
 JU0782* NAD 83(1986) POSITION- 39 48 36.13   (N) 075 26 26.65   (W)   HD_HELD1
 JU0782* NAVD 88 ORTHO HEIGHT -    10.479 (meters)       34.38  (feet) ADJUSTED
 JU0782  ______________________________________________________________________
 JU0782  GEOID HEIGHT    -        -32.959 (meters)                     GEOID18
 JU0782  DYNAMIC HEIGHT  -         10.474 (meters)       34.36  (feet) COMP
 JU0782  MODELED GRAVITY -    980,175.9   (mgal)                       NAVD 88
 JU0782
 JU0782  VERT ORDER      -  FIRST     CLASS II
 JU0782
 JU0782.The horizontal coordinates were determined by differentially corrected
 JU0782.hand held GPS observations or other comparable positioning techniques
 JU0782.and have an estimated accuracy of +/- 3 meters.
 JU0782
 JU0782.The orthometric height was determined by differential leveling and
 JU0782.adjusted by the NATIONAL GEODETIC SURVEY
 JU0782.in June 1991.
 JU0782
 JU0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0782.GEOID18 height accuracy estimate available here.
 JU0782
 JU0782.Click photographs - Photos may exist for this station.
 JU0782
 JU0782.The dynamic height is computed by dividing the NAVD 88
 JU0782.geopotential number by the normal gravity value computed on the
 JU0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0782.degrees latitude (g = 980.6199 gals.).
 JU0782
 JU0782.The modeled gravity was interpolated from observed gravity values.
 JU0782
 JU0782;                    North         East    Units  Estimated Accuracy
 JU0782;SPC DE       -   200,938.1     197,938.9     MT  (+/- 3 meters HH1 GPS) 
 JU0782
 JU0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6227406766(NAD 83)
 JU0782
 JU0782                          SUPERSEDED SURVEY CONTROL
 JU0782
 JU0782  NGVD 29 (01/10/92)   10.755  (m)           35.29   (f) ADJUSTED    1 2
 JU0782  NGVD 29 (??/??/87)   10.755  (m)           35.29   (f) SUPERSEDED  1 2
 JU0782
 JU0782.Superseded values are not recommended for survey control.
 JU0782
 JU0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0782.See file dsdata.pdf to determine how the superseded data were derived.
 JU0782
 JU0782_MARKER: DB = BENCH MARK DISK
 JU0782_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0782_SP_SET: ABUTMENT
 JU0782_STAMPING: B 21 1959
 JU0782_MARK LOGO: CGS
 JU0782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0782+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2008
 JU0782
 JU0782  HISTORY     - Date     Condition        Report By
 JU0782  HISTORY     - 1959     MONUMENTED       CGS
 JU0782  HISTORY     - 1965     GOOD             CGS
 JU0782  HISTORY     - 1979     GOOD             NGS
 JU0782  HISTORY     - 1979     GOOD             UDE
 JU0782  HISTORY     - 1980     GOOD             LOCSUR
 JU0782  HISTORY     - 1982     GOOD             NGS
 JU0782  HISTORY     - 19990403 GOOD             USPSQD
 JU0782  HISTORY     - 20060318 GOOD             USPSQD
 JU0782  HISTORY     - 20081020 GOOD             DEDT
 JU0782  HISTORY     - 20081125 GOOD             OPUS
 JU0782
 JU0782                          STATION DESCRIPTION
 JU0782
 JU0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU0782'AT NAAMAN.
 JU0782'AT NAAMAN, AT THE PENNSYLVANIA RAILROAD STATION, ABOUT 0.05
 JU0782'MILE EAST OF THE JUNCTION OF NAAMAN ROAD WITH U.S. HIGHWAY 13,
 JU0782'IN THE TOP OF THE SOUTHWEST ABUTMENT OF OVERPASS OF P.R.R. OVER
 JU0782'HIGHWAY 13, 10 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 JU0782'NEAREST TRACK.  A STANDARD DISK SET IN A DRILLHOLE IN THE
 JU0782'ABUTMENT.
 JU0782
 JU0782                          STATION RECOVERY (1979)
 JU0782
 JU0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0782'RECOVERED IN GOOD CONDITION.
 JU0782
 JU0782                          STATION RECOVERY (1979)
 JU0782
 JU0782'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1979
 JU0782'RECOVERED IN GOOD CONDITION.
 JU0782
 JU0782                          STATION RECOVERY (1980)
 JU0782
 JU0782'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 JU0782'RECOVERED IN GOOD CONDITION.
 JU0782
 JU0782                          STATION RECOVERY (1982)
 JU0782
 JU0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JU0782'RECOVERED IN GOOD CONDITION.
 JU0782
 JU0782                          STATION RECOVERY (1999)
 JU0782
 JU0782'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU0782'RECOVERED IN GOOD CONDITION.
 JU0782
 JU0782                          STATION RECOVERY (2006)
 JU0782
 JU0782'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 JU0782'RECOVERED IN GOOD CONDITION.
 JU0782
 JU0782                          STATION RECOVERY (2008)
 JU0782
 JU0782'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (AOK)
 JU0782'RECOVERED IN GOOD CONDITION.
 JU0782
 JU0782                          STATION RECOVERY (2008)
 JU0782
 JU0782'RECOVERY NOTE BY OPUS SHARED SOLUTIONS 2008 (OPS)
 JU0782'THE MARK IS FOUND ABOUT 15.8 MI (25.5 KM) NORTHEAST OF CHRISTIANA,
 JU0782'12.2 MI (19.7 KM) NORTH-NORTHEAST OF NEW CASTLE AND 7.2 MI (11.6 KM)
 JU0782'NORTHEAST OF WILMINGTON.
 JU0782'
 JU0782'RECOVERED IN GOOD CONDITION BY THE DELAWARE DEPARTMENT OF
 JU0782'TRANSPORTATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1438 ***********************************************************************
 JU1438  DESIGNATION -  B 22
 JU1438  PID         -  JU1438
 JU1438  STATE/COUNTY-  DE/NEW CASTLE
 JU1438  COUNTRY     -  US
 JU1438  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU1438
 JU1438                         *CURRENT SURVEY CONTROL
 JU1438  ______________________________________________________________________
 JU1438* NAD 83(1986) POSITION- 39 45 21.     (N) 075 33 05.     (W)   SCALED
 JU1438* NAVD 88 ORTHO HEIGHT -    12.319 (meters)       40.42  (feet) ADJUSTED
 JU1438  ______________________________________________________________________
 JU1438  GEOID HEIGHT    -        -32.901 (meters)                     GEOID18
 JU1438  DYNAMIC HEIGHT  -         12.314 (meters)       40.40  (feet) COMP
 JU1438  MODELED GRAVITY -    980,174.6   (mgal)                       NAVD 88
 JU1438
 JU1438  VERT ORDER      -  SECOND    CLASS 0
 JU1438
 JU1438.The horizontal coordinates were scaled from a map and have
 JU1438.an estimated accuracy of +/- 6 seconds.
 JU1438
 JU1438.The orthometric height was determined by differential leveling and
 JU1438.adjusted by the NATIONAL GEODETIC SURVEY
 JU1438.in June 1991.
 JU1438
 JU1438.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1438.GEOID18 height accuracy estimate available here.
 JU1438
 JU1438.Click photographs - Photos may exist for this station.
 JU1438
 JU1438.The dynamic height is computed by dividing the NAVD 88
 JU1438.geopotential number by the normal gravity value computed on the
 JU1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1438.degrees latitude (g = 980.6199 gals.).
 JU1438
 JU1438.The modeled gravity was interpolated from observed gravity values.
 JU1438
 JU1438;                    North         East    Units  Estimated Accuracy
 JU1438;SPC DE       -   194,930.      188,460.      MT  (+/- 180 meters Scaled)
 JU1438
 JU1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK527008(NAD 83)
 JU1438
 JU1438                          SUPERSEDED SURVEY CONTROL
 JU1438
 JU1438  NGVD 29 (11/26/84)   12.662  (m)           41.54   (f) ADJUSTED    2 0
 JU1438
 JU1438.Superseded values are not recommended for survey control.
 JU1438
 JU1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1438.See file dsdata.pdf to determine how the superseded data were derived.
 JU1438
 JU1438_MARKER: DB = BENCH MARK DISK
 JU1438_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU1438_SP_SET: ABUTMENT
 JU1438_STAMPING: B 22 1959
 JU1438_MARK LOGO: CGS
 JU1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1438+STABILITY: SURFACE MOTION
 JU1438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1438+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1990
 JU1438
 JU1438  HISTORY     - Date     Condition        Report By
 JU1438  HISTORY     - 1959     MONUMENTED       CGS
 JU1438  HISTORY     - 1975     GOOD             LOCENG
 JU1438  HISTORY     - 1981     GOOD             UDE
 JU1438  HISTORY     - 19900308 GOOD             NGS
 JU1438  HISTORY     - 19971018 GOOD             USPSQD
 JU1438  HISTORY     - 20030316 MARK NOT FOUND   USPSQD
 JU1438
 JU1438                          STATION DESCRIPTION
 JU1438
 JU1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1438'AT WILMINGTON.
 JU1438'AT WILMINGTON, IN BRANDYWINE PARK, IN THE TOP OF THE NORTH END
 JU1438'OF EAST CONCRETE ABUTMENT OF CONCRETE BRIDGE OVER BRANDYWINE
 JU1438'CREEK, (THE BRIDGE CONNECTS EAST END OF VAN BUREN STREET WITH
 JU1438'BRANDYWINE PARK), 14 1/2 FEET NORTH OF CENTER LINE OF ROAD, 1.2
 JU1438'FEET NORTH OF CONCRETE BANISTER AND ABOUT LEVEL WITH BRIDGE SIDE
 JU1438'WALK.
 JU1438
 JU1438                          STATION RECOVERY (1975)
 JU1438
 JU1438'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JU1438'RECOVERED IN GOOD CONDITION.
 JU1438
 JU1438                          STATION RECOVERY (1981)
 JU1438
 JU1438'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1438'RECOVERED IN GOOD CONDITION.
 JU1438
 JU1438                          STATION RECOVERY (1990)
 JU1438
 JU1438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU1438'AT WILMINGTON, IN BRANDYWINE PARK, IN THE NORTH END OF THE CONCRETE
 JU1438'ABUTMENT OF A BRIDGE OVER BRANDYWINE CREEK, NEAR THE INTERSECTION OF
 JU1438'VAN BUREN DRIVE AND NORTH PARK DRIVE, 53.7 M (176.18 FT) SOTHWEST OF
 JU1438'THE SOUTHWEST RAIL OF AN ABANDONED RAILROAD TRACK INTERSECTING VAN
 JU1438'BUREN DRIVE AND NORTH PARK DRIVE, 9.0 M (29.53 FT) NORTHEAST OF THE
 JU1438'APPROXIMATE CENTER OF A DRIVE UNDER THE BRIDGE, 5.2 M (17.06 FT)
 JU1438'NORTHWEST OF THE CENTERLINE OF VAN BUREN DRIVE, 3.6 M (11.81 FT)
 JU1438'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A SET OF FLAGSTONE STEPS,
 JU1438'0.4 M (1.31 FT) NORTH OF THE NORTHWEST CORNER OF A PARAPET WALL BASE,
 JU1438'0.15 M (0.49 FT) ABOVE THE LEVEL OF THE DRIVE, AND IN A CONCRETE
 JU1438'SURFACE THAT IS CRACKED AND DETERIORATING.
 JU1438
 JU1438                          STATION RECOVERY (1997)
 JU1438
 JU1438'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU1438'RECOVERED IN GOOD CONDITION.
 JU1438
 JU1438                          STATION RECOVERY (2003)
 JU1438
 JU1438'RECOVERY NOTE BY US POWER SQUADRON 2003 (DWG)
 JU1438'ADD TO DESCRIPTION - CONCRETE SURFACE HAS BEEN REDONE AND DISK COULD
 JU1438'NOT BE FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4287 ***********************************************************************
 JU4287  DESIGNATION -  B 23 RESET
 JU4287  PID         -  JU4287
 JU4287  STATE/COUNTY-  DE/NEW CASTLE
 JU4287  COUNTRY     -  US
 JU4287  USGS QUAD   -  NEWARK EAST (2016)
 JU4287
 JU4287                         *CURRENT SURVEY CONTROL
 JU4287  ______________________________________________________________________
 JU4287* NAD 83(1986) POSITION- 39 41 28.4    (N) 075 39 14.6    (W)   HD_HELD2
 JU4287* NAVD 88 ORTHO HEIGHT -    11.19  (meters)       36.7   (feet) RESET
 JU4287  ______________________________________________________________________
 JU4287  GEOID HEIGHT    -        -32.973 (meters)                     GEOID18
 JU4287  VERT ORDER      -  THIRD
 JU4287
 JU4287.The horizontal coordinates were established by autonomous hand held GPS
 JU4287.observations and have an estimated accuracy of +/- 10 meters.
 JU4287
 JU4287.The orthometric height was computed from unverified reset data.
 JU4287
 JU4287.No vertical observational check was made to the station.
 JU4287
 JU4287.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4287.GEOID18 height accuracy estimate available here.
 JU4287
 JU4287.Click photographs - Photos may exist for this station.
 JU4287
 JU4287;                    North         East    Units  Estimated Accuracy
 JU4287;SPC DE       -   187,773.      179,638.      MT  (+/- 10 meters HH2 GPS)
 JU4287
 JU4287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4391993691(NAD 83)
 JU4287
 JU4287                          SUPERSEDED SURVEY CONTROL
 JU4287
 JU4287  NGVD 29 (05/17/01)   11.54   (m)           37.9    (f) RESET       3  
 JU4287
 JU4287.Superseded values are not recommended for survey control.
 JU4287
 JU4287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4287.See file dsdata.pdf to determine how the superseded data were derived.
 JU4287
 JU4287_MARKER: DV = VERTICAL CONTROL DISK
 JU4287_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JU4287_SP_SET: RETAINING WALL
 JU4287_STAMPING: B 23 RESET 1983
 JU4287_MARK LOGO: NGS
 JU4287_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4287+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU4287
 JU4287  HISTORY     - Date     Condition        Report By
 JU4287  HISTORY     - 1983     MONUMENTED       NGS
 JU4287  HISTORY     - 20081021 MARK NOT FOUND   DEDT
 JU4287  HISTORY     - 20130711 GOOD             DELCOS
 JU4287
 JU4287                          STATION DESCRIPTION
 JU4287
 JU4287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JU4287'0.8 KM (0.50 MI) NORTH ALONG STATE HIGHWAY 7 FROM ITS JUNCTION WITH
 JU4287'INTERSTATE HIGHWAY 95 NEAR CHRISTIANA, 29.9 M (98.1 FT)
 JU4287'WEST-NORTHWEST FROM THE SOUTH BOUND LANE OF STATE HIGHWAY 7, 3.4 M
 JU4287'(11.2 FT) NORTH-NORTHEAST FROM THE CENTER OF A PRIVATE DRIVE LEADING
 JU4287'TO MR. PETE EYSALDTS HOME, 10.8 M (35.4 FT) NORTHEAST FROM THE
 JU4287'NORTHEAST CORNER OF MR. EYSALDTS HOME, 7.0 M (23.0 FT)
 JU4287'SOUTH-SOUTHWEST FROM THE CENTER OF A DITCH AT A TRIPLE 30-INCH CULVERT
 JU4287'CROSSING, 6.2 M (20.3 FT) NORTH FROM A POWERLINE POLE NUMBERED 45629
 JU4287'41426 AND 2.8 M (9.2 FT) EAST FROM THE WEST END OF THE WALL.
 JU4287
 JU4287                          STATION RECOVERY (2008)
 JU4287
 JU4287'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (AOK)
 JU4287'MARK NOT FOUND.
 JU4287
 JU4287                          STATION RECOVERY (2013)
 JU4287
 JU4287'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4287'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0135 ***********************************************************************
 HU0135  DESIGNATION -  B 27
 HU0135  PID         -  HU0135
 HU0135  STATE/COUNTY-  DE/SUSSEX
 HU0135  COUNTRY     -  US
 HU0135  USGS QUAD   -  FAIRMOUNT (2016)
 HU0135
 HU0135                         *CURRENT SURVEY CONTROL
 HU0135  ______________________________________________________________________
 HU0135* NAD 83(1986) POSITION- 38 44 37.     (N) 075 09 03.     (W)   SCALED
 HU0135* NAVD 88 ORTHO HEIGHT -     7.510 (meters)       24.64  (feet) ADJUSTED
 HU0135  ______________________________________________________________________
 HU0135  GEOID HEIGHT    -        -35.656 (meters)                     GEOID18
 HU0135  DYNAMIC HEIGHT  -          7.506 (meters)       24.63  (feet) COMP
 HU0135  MODELED GRAVITY -    980,035.4   (mgal)                       NAVD 88
 HU0135
 HU0135  VERT ORDER      -  SECOND    CLASS 0
 HU0135
 HU0135.The horizontal coordinates were scaled from a map and have
 HU0135.an estimated accuracy of +/- 6 seconds.
 HU0135
 HU0135.The orthometric height was determined by differential leveling and
 HU0135.adjusted by the NATIONAL GEODETIC SURVEY
 HU0135.in June 1991.
 HU0135
 HU0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0135.GEOID18 height accuracy estimate available here.
 HU0135
 HU0135.Click photographs - Photos may exist for this station.
 HU0135
 HU0135.The dynamic height is computed by dividing the NAVD 88
 HU0135.geopotential number by the normal gravity value computed on the
 HU0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0135.degrees latitude (g = 980.6199 gals.).
 HU0135
 HU0135.The modeled gravity was interpolated from observed gravity values.
 HU0135
 HU0135;                    North         East    Units  Estimated Accuracy
 HU0135;SPC DE       -    82,580.      223,110.      MT  (+/- 180 meters Scaled)
 HU0135
 HU0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH868883(NAD 83)
 HU0135
 HU0135                          SUPERSEDED SURVEY CONTROL
 HU0135
 HU0135  NGVD 29 (11/26/84)    7.746  (m)           25.41   (f) ADJUSTED    2 0
 HU0135
 HU0135.Superseded values are not recommended for survey control.
 HU0135
 HU0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0135.See file dsdata.pdf to determine how the superseded data were derived.
 HU0135
 HU0135_MARKER: DB = BENCH MARK DISK
 HU0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0135_STAMPING: B 27 1961
 HU0135_MARK LOGO: CGS
 HU0135_PROJECTION: PROJECTING 5 CENTIMETERS
 HU0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0135+STABILITY: SURFACE MOTION
 HU0135
 HU0135  HISTORY     - Date     Condition        Report By
 HU0135  HISTORY     - 1961     MONUMENTED       CGS
 HU0135  HISTORY     - 1981     GOOD             UDE
 HU0135  HISTORY     - 1987     GOOD             USPSQD
 HU0135  HISTORY     - 20120214 MARK NOT FOUND   DELCOS
 HU0135
 HU0135                          STATION DESCRIPTION
 HU0135
 HU0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HU0135'2.2 MI SE FROM LEWES.
 HU0135'1 BLOCK SOUTHEAST TO SAVANNAH ROAD FROM THE POST OFFICE IN
 HU0135'LEWES THENCE 0.1 MILE SOUTHWEST ON SAVANNAH ROAD TO KING HIGHWAY
 HU0135'AND 2.05 MILES SOUTH AND SOUTHEAST ON KING HIGHWAY TO CARPENTER
 HU0135'CORNER.  80 YARDS NORTH OF THE JUNCTION OF STATE HIGHWAY AND
 HU0135'KING HIGHWAY, 63.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 HU0135'CONCRETE BLOCK GAS STATION, 29 FEET WEST OF THE CENTER LINE
 HU0135'OF THE ROAD, 5 FEET NORTH OF THE FENCE CORNER, 1.5 FEET EAST OF
 HU0135'THE FENCE LINE AND 1.5 FEET NORTH OF A METAL WITNESS POST.  SET
 HU0135'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HU0135
 HU0135                          STATION RECOVERY (1981)
 HU0135
 HU0135'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0135'RECOVERED IN GOOD CONDITION.
 HU0135
 HU0135                          STATION RECOVERY (1987)
 HU0135
 HU0135'RECOVERY NOTE BY US POWER SQUADRON 1987 (DAP)
 HU0135'RECOVERED IN GOOD CONDITION.
 HU0135
 HU0135                          STATION RECOVERY (2012)
 HU0135
 HU0135'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0135'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0104 ***********************************************************************
 HU0104  DESIGNATION -  B 28
 HU0104  PID         -  HU0104
 HU0104  STATE/COUNTY-  DE/SUSSEX
 HU0104  COUNTRY     -  US
 HU0104  USGS QUAD   -  BETHANY BEACH (2016)
 HU0104
 HU0104                         *CURRENT SURVEY CONTROL
 HU0104  ______________________________________________________________________
 HU0104* NAD 83(1986) POSITION- 38 33 41.     (N) 075 03 36.     (W)   SCALED
 HU0104* NAVD 88 ORTHO HEIGHT -     0.709 (meters)        2.33  (feet) ADJUSTED
 HU0104  ______________________________________________________________________
 HU0104  GEOID HEIGHT    -        -35.777 (meters)                     GEOID18
 HU0104  DYNAMIC HEIGHT  -          0.708 (meters)        2.32  (feet) COMP
 HU0104  MODELED GRAVITY -    980,030.8   (mgal)                       NAVD 88
 HU0104
 HU0104  VERT ORDER      -  SECOND    CLASS 0
 HU0104
 HU0104.The horizontal coordinates were scaled from a map and have
 HU0104.an estimated accuracy of +/- 6 seconds.
 HU0104
 HU0104.The orthometric height was determined by differential leveling and
 HU0104.adjusted by the NATIONAL GEODETIC SURVEY
 HU0104.in June 1991.
 HU0104
 HU0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0104.GEOID18 height accuracy estimate available here.
 HU0104
 HU0104.Click photographs - Photos may exist for this station.
 HU0104
 HU0104.The dynamic height is computed by dividing the NAVD 88
 HU0104.geopotential number by the normal gravity value computed on the
 HU0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0104.degrees latitude (g = 980.6199 gals.).
 HU0104
 HU0104.The modeled gravity was interpolated from observed gravity values.
 HU0104
 HU0104;                    North         East    Units  Estimated Accuracy
 HU0104;SPC DE       -    62,380.      231,090.      MT  (+/- 180 meters Scaled)
 HU0104
 HU0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH947681(NAD 83)
 HU0104
 HU0104                          SUPERSEDED SURVEY CONTROL
 HU0104
 HU0104  NGVD 29 (11/26/84)    0.946  (m)            3.10   (f) ADJUSTED    2 0
 HU0104
 HU0104.Superseded values are not recommended for survey control.
 HU0104
 HU0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0104.See file dsdata.pdf to determine how the superseded data were derived.
 HU0104
 HU0104_MARKER: DB = BENCH MARK DISK
 HU0104_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HU0104_SP_SET: CULVERT HEADWALL
 HU0104_STAMPING: B 28 1962
 HU0104_MARK LOGO: CGS
 HU0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0104+STABILITY: SURFACE MOTION
 HU0104
 HU0104  HISTORY     - Date     Condition        Report By
 HU0104  HISTORY     - 1962     MONUMENTED       CGS
 HU0104  HISTORY     - 1981     GOOD             UDE
 HU0104
 HU0104                          STATION DESCRIPTION
 HU0104
 HU0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0104'1.6 MI N FROM BETHANY BEACH.
 HU0104'1.6 MILE NORTH ON STATE HIGHWAY 14 FROM ITS JUNCTION WITH STATE
 HU0104'HIGHWAY 26 IN BETHANY BEACH.  0.05 MILE NORTH OF CROSS OVER ROAD
 HU0104'BETWEEN NORTH AND SOUTH LANES OF HIGHWAY 14, 121 FEET SOUTHEAST AND
 HU0104'ACROSS SOUTH BOUND LANE FROM POWER LINE POLE NO. 275, 36 FEET WEST
 HU0104'OF THE CENTER LINE OF THE NORTH BOUND LANE OF HIGHWAY 14 AND 1 FOOT
 HU0104'BELOW THE LEVEL OF THE ROAD.  SET IN A DRILL HOLE IN THE NORTHWEST
 HU0104'CORNER OF A CONCRETE DRAIN CULVERT IN THE CENTER OF HIGHWAY 14.
 HU0104
 HU0104                          STATION RECOVERY (1981)
 HU0104
 HU0104'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0104'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0139 ***********************************************************************
 HU0139  DESIGNATION -  B 29
 HU0139  PID         -  HU0139
 HU0139  STATE/COUNTY-  DE/SUSSEX
 HU0139  COUNTRY     -  US
 HU0139  USGS QUAD   -  BETHANY BEACH (2016)
 HU0139
 HU0139                         *CURRENT SURVEY CONTROL
 HU0139  ______________________________________________________________________
 HU0139* NAD 83(1986) POSITION- 38 32 43.29   (N) 075 05 59.31   (W)   HD_HELD1
 HU0139* NAVD 88 ORTHO HEIGHT -     3.107 (meters)       10.19  (feet) ADJUSTED
 HU0139  ______________________________________________________________________
 HU0139  GEOID HEIGHT    -        -35.786 (meters)                     GEOID18
 HU0139  DYNAMIC HEIGHT  -          3.105 (meters)       10.19  (feet) COMP
 HU0139  MODELED GRAVITY -    980,028.1   (mgal)                       NAVD 88
 HU0139
 HU0139  VERT ORDER      -  SECOND    CLASS 0
 HU0139
 HU0139.The horizontal coordinates were determined by differentially corrected
 HU0139.hand held GPS observations or other comparable positioning techniques
 HU0139.and have an estimated accuracy of +/- 3 meters.
 HU0139
 HU0139.The orthometric height was determined by differential leveling and
 HU0139.adjusted by the NATIONAL GEODETIC SURVEY
 HU0139.in June 1991.
 HU0139
 HU0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0139.GEOID18 height accuracy estimate available here.
 HU0139
 HU0139.Click photographs - Photos may exist for this station.
 HU0139
 HU0139.The dynamic height is computed by dividing the NAVD 88
 HU0139.geopotential number by the normal gravity value computed on the
 HU0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0139.degrees latitude (g = 980.6199 gals.).
 HU0139
 HU0139.The modeled gravity was interpolated from observed gravity values.
 HU0139
 HU0139;                    North         East    Units  Estimated Accuracy
 HU0139;SPC DE       -    60,583.0     227,623.0     MT  (+/- 3 meters HH1 GPS) 
 HU0139
 HU0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9130266331(NAD 83)
 HU0139
 HU0139                          SUPERSEDED SURVEY CONTROL
 HU0139
 HU0139  NGVD 29 (11/26/84)    3.345  (m)           10.97   (f) ADJUSTED    2 0
 HU0139
 HU0139.Superseded values are not recommended for survey control.
 HU0139
 HU0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0139.See file dsdata.pdf to determine how the superseded data were derived.
 HU0139
 HU0139_MARKER: DB = BENCH MARK DISK
 HU0139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0139_SP_SET: BUILDING
 HU0139_STAMPING: B 29 1962
 HU0139_MARK LOGO: CGS
 HU0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0139
 HU0139  HISTORY     - Date     Condition        Report By
 HU0139  HISTORY     - 1962     MONUMENTED       CGS
 HU0139  HISTORY     - 1981     GOOD             UDE
 HU0139  HISTORY     - 1987     GOOD             USPSQD
 HU0139  HISTORY     - 20030901 GOOD             INDIV
 HU0139
 HU0139                          STATION DESCRIPTION
 HU0139
 HU0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0139'AT MILLVILLE.
 HU0139'SET IN A VERTICAL DRILL HOLE IN THE NORTH BRICK WALL IN THE CENTER
 HU0139'(OLDEST), BUILDING OF THE LORD BALTIMORE HIGH SCHOOL IN MILLVILLE.
 HU0139'84 FEET SOUTH OF THE SOUTH CURB OF STATE HIGHWAY 26, 6 FEET EAST
 HU0139'OF THE CENTER OF THE MAIN ENTRANCE ON NORTH SIDE OF THE BUILDING
 HU0139'AND 2 FEET ABOVE THE LEVEL OF THE GROUND.
 HU0139
 HU0139                          STATION RECOVERY (1981)
 HU0139
 HU0139'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0139'RECOVERED IN GOOD CONDITION.
 HU0139
 HU0139                          STATION RECOVERY (1987)
 HU0139
 HU0139'RECOVERY NOTE BY US POWER SQUADRON 1987 (OPE)
 HU0139'RECOVERED IN GOOD CONDITION.
 HU0139
 HU0139                          STATION RECOVERY (2003)
 HU0139
 HU0139'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JKM)
 HU0139'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2729 ***********************************************************************
 HU2729  DESIGNATION -  B 30 RESET
 HU2729  PID         -  HU2729
 HU2729  STATE/COUNTY-  DE/SUSSEX
 HU2729  COUNTRY     -  US
 HU2729  USGS QUAD   -  LEWES (2016)
 HU2729
 HU2729                         *CURRENT SURVEY CONTROL
 HU2729  ______________________________________________________________________
 HU2729* NAD 83(2011) POSITION- 38 49 10.75147(N) 075 13 40.28802(W)   ADJUSTED
 HU2729* NAD 83(2011) ELLIP HT-   -34.121 (meters)        (12/20/17)   ADJUSTED
 HU2729* NAD 83(2011) EPOCH   -  2010.00
 HU2729* NAVD 88 ORTHO HEIGHT -     1.449 (meters)        4.75  (feet) ADJUSTED
 HU2729  ______________________________________________________________________
 HU2729  GEOID HEIGHT    -        -35.559 (meters)                     GEOID18
 HU2729  NAD 83(2011) X  -  1,268,727.173 (meters)                     COMP
 HU2729  NAD 83(2011) Y  - -4,811,410.593 (meters)                     COMP
 HU2729  NAD 83(2011) Z  -  3,976,716.607 (meters)                     COMP
 HU2729  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC18
 HU2729  DYNAMIC HEIGHT  -          1.448 (meters)        4.75  (feet) COMP
 HU2729  MODELED GRAVITY -    980,039.8   (mgal)                       NAVD 88
 HU2729
 HU2729  VERT ORDER      -  FIRST     CLASS II
 HU2729
 HU2729  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2729  Standards:
 HU2729         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2729            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2729  -------------------------------------------------------------------
 HU2729  NETWORK    0.71   0.73           0.31   0.27   0.37     -0.09838206
 HU2729  -------------------------------------------------------------------
 HU2729  Click here for local accuracies and other accuracy information.
 HU2729
 HU2729.The horizontal coordinates were established by GPS observations
 HU2729.and adjusted by the MASER CONSULTING in December 2017.
 HU2729
 HU2729.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2729.been affixed to the stable North American tectonic plate. See 
 HU2729.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2729
 HU2729.The horizontal coordinates are valid at the epoch date displayed above
 HU2729.which is a decimal equivalence of Year/Month/Day.
 HU2729
 HU2729.The orthometric height was determined by differential leveling and
 HU2729.adjusted by the NATIONAL GEODETIC SURVEY
 HU2729.in January 2013.
 HU2729
 HU2729.No vertical observational check was made to the station.
 HU2729
 HU2729.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2729.GEOID18 height accuracy estimate available here.
 HU2729
 HU2729.Click photographs - Photos may exist for this station.
 HU2729
 HU2729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2729
 HU2729.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2729
 HU2729.The ellipsoidal height was determined by GPS observations
 HU2729.and is referenced to NAD 83.
 HU2729
 HU2729.The dynamic height is computed by dividing the NAVD 88
 HU2729.geopotential number by the normal gravity value computed on the
 HU2729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2729.degrees latitude (g = 980.6199 gals.).
 HU2729
 HU2729.The modeled gravity was interpolated from observed gravity values.
 HU2729
 HU2729. The following values were computed from the NAD 83(2011) position.
 HU2729
 HU2729;                    North         East     Units Scale Factor Converg.
 HU2729;SPC DE       -    91,001.469   216,397.198   MT  0.99999831   +0 07 06.1
 HU2729;SPC DE       -   298,560.65    709,963.14   sFT  0.99999831   +0 07 06.1
 HU2729;UTM  18      - 4,296,788.270   480,219.394   MT  0.99960482   -0 08 34.2
 HU2729
 HU2729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2729!SPC DE       -   1.00000535  x   0.99999831  =   1.00000366
 HU2729!UTM  18      -   1.00000535  x   0.99960482  =   0.99961017
 HU2729
 HU2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8021996788(NAD 83)
 HU2729
 HU2729                          SUPERSEDED SURVEY CONTROL
 HU2729
 HU2729  NAVD 88 (05/17/01)    1.437  (m)            4.71   (f) SUPERSEDED  3 0
 HU2729  NGVD 29 (05/17/01)    1.68   (m)            5.5    (f) RESET       3  
 HU2729
 HU2729.Superseded values are not recommended for survey control.
 HU2729
 HU2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2729.See file dsdata.pdf to determine how the superseded data were derived.
 HU2729
 HU2729_MARKER: DV = VERTICAL CONTROL DISK
 HU2729_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU2729_SP_SET: BRIDGE WINGWALL
 HU2729_STAMPING: B 30 RESET 1989
 HU2729_MARK LOGO: NGS
 HU2729_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU2729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2729+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2013
 HU2729
 HU2729  HISTORY     - Date     Condition        Report By
 HU2729  HISTORY     - 1989     MONUMENTED       DEDHT
 HU2729  HISTORY     - 20100414 GOOD             DEDT
 HU2729  HISTORY     - 20120213 GOOD             DELCOS
 HU2729  HISTORY     - 20131022 GOOD             DELCOS
 HU2729
 HU2729                          STATION DESCRIPTION
 HU2729
 HU2729'DESCRIBED BY DE DEPT OF HIGHWAYS 1989
 HU2729'1.15 MILES SOUTHWEST ON STATE HIGHWAY ROUTE 16 FROM ITS END AT
 HU2729'BROADKILL BEACH, 28 FEET SOUTH OF CENTERLINE OF ROUTE 16, IN BRIDGE
 HU2729'RETAINING WALL, 3.5 FEET SOUTH OF THE SOUTHERN MOST BRIDGE ABUTMENT
 HU2729'WALL AT BRIDGE OVER PETERSFIELD DITCH, NEXT TO METAL RETAINING WALL
 HU2729'FOR LATERAL DRAINAGE DITCH.  NOTE--HIGHWAY IS RUNNING NORTHWEST AND
 HU2729'SOUTHEAST AT THIS TIME.
 HU2729
 HU2729                          STATION RECOVERY (2010)
 HU2729
 HU2729'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (JC)
 HU2729'RECOVERED IN GOOD CONDITION.
 HU2729
 HU2729                          STATION RECOVERY (2012)
 HU2729
 HU2729'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU2729'RECOVERED IN GOOD CONDITION.
 HU2729
 HU2729                          STATION RECOVERY (2013)
 HU2729
 HU2729'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 HU2729'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0184 ***********************************************************************
 HU0184  DESIGNATION -  B 33
 HU0184  PID         -  HU0184
 HU0184  STATE/COUNTY-  DE/SUSSEX
 HU0184  COUNTRY     -  US
 HU0184  USGS QUAD   -  MILTON (2016)
 HU0184
 HU0184                         *CURRENT SURVEY CONTROL
 HU0184  ______________________________________________________________________
 HU0184* NAD 83(1986) POSITION- 38 51 24.     (N) 075 22 18.     (W)   SCALED
 HU0184* NAVD 88 ORTHO HEIGHT -    10.231 (meters)       33.57  (feet) ADJUSTED
 HU0184  ______________________________________________________________________
 HU0184  GEOID HEIGHT    -        -35.432 (meters)                     GEOID18
 HU0184  DYNAMIC HEIGHT  -         10.224 (meters)       33.54  (feet) COMP
 HU0184  MODELED GRAVITY -    980,038.9   (mgal)                       NAVD 88
 HU0184
 HU0184  VERT ORDER      -  SECOND    CLASS 0
 HU0184
 HU0184.The horizontal coordinates were scaled from a map and have
 HU0184.an estimated accuracy of +/- 6 seconds.
 HU0184
 HU0184.The orthometric height was determined by differential leveling and
 HU0184.adjusted by the NATIONAL GEODETIC SURVEY
 HU0184.in June 1991.
 HU0184
 HU0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0184.GEOID18 height accuracy estimate available here.
 HU0184
 HU0184.Click photographs - Photos may exist for this station.
 HU0184
 HU0184.The dynamic height is computed by dividing the NAVD 88
 HU0184.geopotential number by the normal gravity value computed on the
 HU0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0184.degrees latitude (g = 980.6199 gals.).
 HU0184
 HU0184.The modeled gravity was interpolated from observed gravity values.
 HU0184
 HU0184;                    North         East    Units  Estimated Accuracy
 HU0184;SPC DE       -    95,090.      203,910.      MT  (+/- 180 meters Scaled)
 HU0184
 HU0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ677009(NAD 83)
 HU0184
 HU0184                          SUPERSEDED SURVEY CONTROL
 HU0184
 HU0184  NGVD 29 (11/26/84)   10.471  (m)           34.35   (f) ADJUSTED    2 0
 HU0184
 HU0184.Superseded values are not recommended for survey control.
 HU0184
 HU0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0184.See file dsdata.pdf to determine how the superseded data were derived.
 HU0184
 HU0184_MARKER: DB = BENCH MARK DISK
 HU0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0184_STAMPING: B 33 1962
 HU0184_MARK LOGO: CGS
 HU0184_PROJECTION: PROJECTING 5 CENTIMETERS
 HU0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0184+STABILITY: SURFACE MOTION
 HU0184
 HU0184  HISTORY     - Date     Condition        Report By
 HU0184  HISTORY     - 1962     MONUMENTED       CGS
 HU0184  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0184  HISTORY     - 19940927 MARK NOT FOUND   USPSQD
 HU0184
 HU0184                          STATION DESCRIPTION
 HU0184
 HU0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0184'1.9 MI SW FROM ARGO CORNERS.
 HU0184'0.9 MILE WEST ON BLACKTOPPED ROAD FROM THE CROSSROAD AT ARGO
 HU0184'CORNERS, THENCE 1 MILE SOUTHWEST ON BLACKTOPPED AND GRAVELED ROAD.
 HU0184'0.1 MILE SOUTHWEST OF ANDERSON CROSSROAD ON GRAVELED ROAD.  61 FEET
 HU0184'SOUTHWEST OF THE CENTER OF DIRT ROAD LEADING NORTHWEST AND
 HU0184'SOUTHEAST, 29 FEET SOUTHEAST OF THE CENTER THE GRAVELED ROAD
 HU0184'RUNNING NORTHWEST AND SOUTHWEST, 2 FEET NORTHWEST OF A METAL WITNESS
 HU0184'POST AND ABOUT LEVEL WITH THE ROAD.  SET IN THE TOP OF A CONCRETE
 HU0184'POST PROJECTING 2 INCHES.
 HU0184
 HU0184                          STATION RECOVERY (1981)
 HU0184
 HU0184'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0184'MARK NOT FOUND.
 HU0184
 HU0184                          STATION RECOVERY (1994)
 HU0184
 HU0184'RECOVERY NOTE BY US POWER SQUADRON 1994
 HU0184'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0738 ***********************************************************************
 HU0738  DESIGNATION -  B 34
 HU0738  PID         -  HU0738
 HU0738  STATE/COUNTY-  DE/KENT
 HU0738  COUNTRY     -  US
 HU0738  USGS QUAD   -  HARRINGTON (2016)
 HU0738
 HU0738                         *CURRENT SURVEY CONTROL
 HU0738  ______________________________________________________________________
 HU0738* NAD 83(1986) POSITION- 38 53 02.56   (N) 075 34 35.47   (W)   HD_HELD1
 HU0738* NAVD 88 ORTHO HEIGHT -    18.865 (meters)       61.89  (feet) ADJUSTED
 HU0738  ______________________________________________________________________
 HU0738  GEOID HEIGHT    -        -35.212 (meters)                     GEOID18
 HU0738  DYNAMIC HEIGHT  -         18.854 (meters)       61.86  (feet) COMP
 HU0738  MODELED GRAVITY -    980,039.0   (mgal)                       NAVD 88
 HU0738
 HU0738  VERT ORDER      -  FIRST     CLASS I
 HU0738
 HU0738.The horizontal coordinates were determined by differentially corrected
 HU0738.hand held GPS observations or other comparable positioning techniques
 HU0738.and have an estimated accuracy of +/- 3 meters.
 HU0738
 HU0738.The orthometric height was determined by differential leveling and
 HU0738.adjusted by the NATIONAL GEODETIC SURVEY
 HU0738.in June 1991.
 HU0738
 HU0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0738.GEOID18 height accuracy estimate available here.
 HU0738
 HU0738.Click photographs - Photos may exist for this station.
 HU0738
 HU0738.The dynamic height is computed by dividing the NAVD 88
 HU0738.geopotential number by the normal gravity value computed on the
 HU0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0738.degrees latitude (g = 980.6199 gals.).
 HU0738
 HU0738.The modeled gravity was interpolated from observed gravity values.
 HU0738
 HU0738;                    North         East    Units  Estimated Accuracy
 HU0738;SPC DE       -    98,144.9     186,130.0     MT  (+/- 3 meters HH1 GPS) 
 HU0738
 HU0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4999604066(NAD 83)
 HU0738
 HU0738                          SUPERSEDED SURVEY CONTROL
 HU0738
 HU0738  NGVD 29 (11/26/84)   19.109  (m)           62.69   (f) ADJUSTED    1 1
 HU0738
 HU0738.Superseded values are not recommended for survey control.
 HU0738
 HU0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0738.See file dsdata.pdf to determine how the superseded data were derived.
 HU0738
 HU0738_MARKER: DB = BENCH MARK DISK
 HU0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0738_STAMPING: B 34 1963
 HU0738_MARK LOGO: CGS
 HU0738_PROJECTION: PROJECTING 5 CENTIMETERS
 HU0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0738+STABILITY: SURFACE MOTION
 HU0738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0738+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 HU0738
 HU0738  HISTORY     - Date     Condition        Report By
 HU0738  HISTORY     - 1963     MONUMENTED       CGS
 HU0738  HISTORY     - 1981     GOOD             UDE
 HU0738  HISTORY     - 20020615 GOOD             USPSQD
 HU0738  HISTORY     - 20100507 GOOD             BECMOR
 HU0738  HISTORY     - 20120321 GOOD             DELCOS
 HU0738
 HU0738                          STATION DESCRIPTION
 HU0738
 HU0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0738'2.8 MI S FROM HARRINGTON.
 HU0738'2.8 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0738'AT HARRINGTON, ABOUT 0.15 MILE SOUTH OF THE CROSSING OF A SAND
 HU0738'ROAD, 105 YARDS SOUTH OF MILEPOST 67, 28 FEET WEST OF WEST RAIL,
 HU0738'5.5 FEET EAST OF A FENCE LINE, 2 1/2 FEET NORTH OF A TELEPHONE
 HU0738'POLE, 1.5 FEET SOUTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH
 HU0738'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HU0738
 HU0738                          STATION RECOVERY (1981)
 HU0738
 HU0738'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0738'THERE IS NO LONGER A TELEPHONE POLE OR FENCE PRESENT.
 HU0738
 HU0738                          STATION RECOVERY (2002)
 HU0738
 HU0738'RECOVERY NOTE BY US POWER SQUADRON 2002 (RP)
 HU0738'INSIDE CHAIN LINK FENCE.
 HU0738
 HU0738                          STATION RECOVERY (2010)
 HU0738
 HU0738'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 HU0738'RECOVERED IN GOOD CONDITION.
 HU0738
 HU0738                          STATION RECOVERY (2012)
 HU0738
 HU0738'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0738'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1112 ***********************************************************************
 JU1112  DESIGNATION -  B 35
 JU1112  PID         -  JU1112
 JU1112  STATE/COUNTY-  DE/KENT
 JU1112  COUNTRY     -  US
 JU1112  USGS QUAD   -  WYOMING (2016)
 JU1112
 JU1112                         *CURRENT SURVEY CONTROL
 JU1112  ______________________________________________________________________
 JU1112* NAD 83(1986) POSITION- 39 07 22.33   (N) 075 33 18.06   (W)   HD_HELD1
 JU1112* NAVD 88 ORTHO HEIGHT -     9.525 (meters)       31.25  (feet) ADJUSTED
 JU1112  ______________________________________________________________________
 JU1112  GEOID HEIGHT    -        -34.479 (meters)                     GEOID18
 JU1112  DYNAMIC HEIGHT  -          9.520 (meters)       31.23  (feet) COMP
 JU1112  MODELED GRAVITY -    980,079.3   (mgal)                       NAVD 88
 JU1112
 JU1112  VERT ORDER      -  FIRST     CLASS I
 JU1112
 JU1112.The horizontal coordinates were determined by differentially corrected
 JU1112.hand held GPS observations or other comparable positioning techniques
 JU1112.and have an estimated accuracy of +/- 3 meters.
 JU1112
 JU1112.The orthometric height was determined by differential leveling and
 JU1112.adjusted by the NATIONAL GEODETIC SURVEY
 JU1112.in June 1991.
 JU1112
 JU1112.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1112.GEOID18 height accuracy estimate available here.
 JU1112
 JU1112.Click photographs - Photos may exist for this station.
 JU1112
 JU1112.The dynamic height is computed by dividing the NAVD 88
 JU1112.geopotential number by the normal gravity value computed on the
 JU1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1112.degrees latitude (g = 980.6199 gals.).
 JU1112
 JU1112.The modeled gravity was interpolated from observed gravity values.
 JU1112
 JU1112;                    North         East    Units  Estimated Accuracy
 JU1112;SPC DE       -   124,655.0     188,036.0     MT  (+/- 3 meters HH1 GPS) 
 JU1112
 JU1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5202330558(NAD 83)
 JU1112
 JU1112                          SUPERSEDED SURVEY CONTROL
 JU1112
 JU1112  NGVD 29 (11/26/84)    9.762  (m)           32.03   (f) ADJUSTED    1 1
 JU1112
 JU1112.Superseded values are not recommended for survey control.
 JU1112
 JU1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1112.See file dsdata.pdf to determine how the superseded data were derived.
 JU1112
 JU1112_MARKER: DB = BENCH MARK DISK
 JU1112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1112_SP_SET: BRIDGE
 JU1112_STAMPING: B 35 1963
 JU1112_MARK LOGO: CGS
 JU1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1112+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2019
 JU1112
 JU1112  HISTORY     - Date     Condition        Report By
 JU1112  HISTORY     - 1963     MONUMENTED       CGS
 JU1112  HISTORY     - 1981     GOOD             UDE
 JU1112  HISTORY     - 1999     GOOD             USPSQD
 JU1112  HISTORY     - 20100130 GOOD             BECMOR
 JU1112  HISTORY     - 20111122 GOOD             DELCOS
 JU1112  HISTORY     - 20190621 GOOD             USPSQD
 JU1112
 JU1112                          STATION DESCRIPTION
 JU1112
 JU1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1112'0.4 MI NE FROM WYOMING.
 JU1112'0.4 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JU1112'AT WYOMING, ABOUT 0.3 MILE SOUTHWEST OF MILEPOST 50, SET ON THE
 JU1112'TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEAD WALL FOR A 30-FOOT
 JU1112'BRIDGE OVER ISAAC BRANCH, 24 FEET SOUTHEAST OF SOUTHEAST RAIL
 JU1112'OF MAIN TRACK, AND ABOUT 4 FEET BELOW LEVEL OF TRACK.
 JU1112
 JU1112                          STATION RECOVERY (1981)
 JU1112
 JU1112'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1112'RECOVERED IN GOOD CONDITION.
 JU1112
 JU1112                          STATION RECOVERY (1999)
 JU1112
 JU1112'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU1112'RECOVERED IN GOOD CONDITION.
 JU1112
 JU1112                          STATION RECOVERY (2010)
 JU1112
 JU1112'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1112'OPUS-RS (SPC 0700 2007) N=124655M E=188036M
 JU1112
 JU1112                          STATION RECOVERY (2011)
 JU1112
 JU1112'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 JU1112'RECOVERED IN GOOD CONDITION.
 JU1112
 JU1112                          STATION RECOVERY (2019)
 JU1112
 JU1112'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 JU1112'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0056 ***********************************************************************
 HU0056  DESIGNATION -  B 36
 HU0056  PID         -  HU0056
 HU0056  STATE/COUNTY-  DE/SUSSEX
 HU0056  COUNTRY     -  US
 HU0056  USGS QUAD   -  ELLENDALE (2016)
 HU0056
 HU0056                         *CURRENT SURVEY CONTROL
 HU0056  ______________________________________________________________________
 HU0056* NAD 83(1986) POSITION- 38 50 47.     (N) 075 25 26.     (W)   SCALED
 HU0056* NAVD 88 ORTHO HEIGHT -     8.140 (meters)       26.71  (feet) ADJUSTED
 HU0056  ______________________________________________________________________
 HU0056  GEOID HEIGHT    -        -35.413 (meters)                     GEOID18
 HU0056  DYNAMIC HEIGHT  -          8.135 (meters)       26.69  (feet) COMP
 HU0056  MODELED GRAVITY -    980,036.6   (mgal)                       NAVD 88
 HU0056
 HU0056  VERT ORDER      -  FIRST     CLASS I
 HU0056
 HU0056.The horizontal coordinates were scaled from a map and have
 HU0056.an estimated accuracy of +/- 6 seconds.
 HU0056
 HU0056.The orthometric height was determined by differential leveling and
 HU0056.adjusted by the NATIONAL GEODETIC SURVEY
 HU0056.in June 1991.
 HU0056
 HU0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0056.GEOID18 height accuracy estimate available here.
 HU0056
 HU0056.Click photographs - Photos may exist for this station.
 HU0056
 HU0056.The dynamic height is computed by dividing the NAVD 88
 HU0056.geopotential number by the normal gravity value computed on the
 HU0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0056.degrees latitude (g = 980.6199 gals.).
 HU0056
 HU0056.The modeled gravity was interpolated from observed gravity values.
 HU0056
 HU0056;                    North         East    Units  Estimated Accuracy
 HU0056;SPC DE       -    93,950.      199,370.      MT  (+/- 180 meters Scaled)
 HU0056
 HU0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH632998(NAD 83)
 HU0056
 HU0056                          SUPERSEDED SURVEY CONTROL
 HU0056
 HU0056  NGVD 29 (11/26/84)    8.383  (m)           27.50   (f) ADJUSTED    1 1
 HU0056
 HU0056.Superseded values are not recommended for survey control.
 HU0056
 HU0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0056.See file dsdata.pdf to determine how the superseded data were derived.
 HU0056
 HU0056_MARKER: DB = BENCH MARK DISK
 HU0056_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HU0056_SP_SET: BOX CULVERT
 HU0056_STAMPING: B 36 1963
 HU0056_MARK LOGO: CGS
 HU0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0056+STABILITY: SURFACE MOTION
 HU0056
 HU0056  HISTORY     - Date     Condition        Report By
 HU0056  HISTORY     - 1963     MONUMENTED       CGS
 HU0056  HISTORY     - 1981     GOOD             UDE
 HU0056  HISTORY     - 1995     GOOD             USPSQD
 HU0056
 HU0056                          STATION DESCRIPTION
 HU0056
 HU0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0056'2.7 MI N FROM ELLENDALE.
 HU0056'ABOUT 2.7 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HU0056'CROSSING OF STATE HIGHWAY 16 AT ELLENDALE, ABOUT 0.25 MILE NORTH
 HU0056'OF MILEPOST 13, SET ON TOP OF THE SOUTH END OF THE EAST HEAD
 HU0056'WALL FOR A 20-FOOT CONCRETE BOX CULVERT OVER CEDAR CREEK, 27 FEET
 HU0056'EAST OF EAST RAIL, AND ABOUT 5 FEET BELOW LEVEL OF TRACK.
 HU0056
 HU0056                          STATION RECOVERY (1981)
 HU0056
 HU0056'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0056'RECOVERED IN GOOD CONDITION.
 HU0056
 HU0056                          STATION RECOVERY (1995)
 HU0056
 HU0056'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU0056'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1345 ***********************************************************************
 JU1345  DESIGNATION -  B 37
 JU1345  PID         -  JU1345
 JU1345  STATE/COUNTY-  DE/KENT
 JU1345  COUNTRY     -  US
 JU1345  USGS QUAD   -  SMYRNA (2016)
 JU1345
 JU1345                         *CURRENT SURVEY CONTROL
 JU1345  ______________________________________________________________________
 JU1345* NAD 83(2011) POSITION- 39 17 41.10087(N) 075 37 14.99213(W)   ADJUSTED
 JU1345* NAD 83(2011) ELLIP HT-   -23.719 (meters)        (12/20/17)   ADJUSTED
 JU1345* NAD 83(2011) EPOCH   -  2010.00
 JU1345* NAVD 88 ORTHO HEIGHT -    10.130 (meters)       33.23  (feet) ADJUSTED
 JU1345  ______________________________________________________________________
 JU1345  GEOID HEIGHT    -        -33.853 (meters)                     GEOID18
 JU1345  NAD 83(2011) X  -  1,227,446.590 (meters)                     COMP
 JU1345  NAD 83(2011) Y  - -4,787,814.742 (meters)                     COMP
 JU1345  NAD 83(2011) Z  -  4,017,679.210 (meters)                     COMP
 JU1345  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 JU1345  DYNAMIC HEIGHT  -         10.125 (meters)       33.22  (feet) COMP
 JU1345  MODELED GRAVITY -    980,108.6   (mgal)                       NAVD 88
 JU1345
 JU1345  VERT ORDER      -  FIRST     CLASS I
 JU1345
 JU1345  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU1345  Standards:
 JU1345         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU1345            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU1345  -------------------------------------------------------------------
 JU1345  NETWORK    0.29   0.43           0.12   0.12   0.22      0.00253977
 JU1345  -------------------------------------------------------------------
 JU1345  Click here for local accuracies and other accuracy information.
 JU1345
 JU1345.The horizontal coordinates were established by GPS observations
 JU1345.and adjusted by the MASER CONSULTING in December 2017.
 JU1345
 JU1345.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU1345.been affixed to the stable North American tectonic plate. See 
 JU1345.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU1345
 JU1345.The horizontal coordinates are valid at the epoch date displayed above
 JU1345.which is a decimal equivalence of Year/Month/Day.
 JU1345
 JU1345.The orthometric height was determined by differential leveling and
 JU1345.adjusted by the NATIONAL GEODETIC SURVEY
 JU1345.in June 1991.
 JU1345
 JU1345.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1345.GEOID18 height accuracy estimate available here.
 JU1345
 JU1345.Click photographs - Photos may exist for this station.
 JU1345
 JU1345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1345
 JU1345.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1345
 JU1345.The ellipsoidal height was determined by GPS observations
 JU1345.and is referenced to NAD 83.
 JU1345
 JU1345.The dynamic height is computed by dividing the NAVD 88
 JU1345.geopotential number by the normal gravity value computed on the
 JU1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1345.degrees latitude (g = 980.6199 gals.).
 JU1345
 JU1345.The modeled gravity was interpolated from observed gravity values.
 JU1345
 JU1345. The following values were computed from the NAD 83(2011) position.
 JU1345
 JU1345;                    North         East     Units Scale Factor Converg.
 JU1345;SPC DE       -   143,747.789   182,387.659   MT  0.99999882   -0 07 45.5
 JU1345;SPC DE       -   471,612.54    598,383.51   sFT  0.99999882   -0 07 45.5
 JU1345;UTM  18      - 4,349,669.854   446,464.688   MT  0.99963529   -0 23 35.5
 JU1345
 JU1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1345!SPC DE       -   1.00000372  x   0.99999882  =   1.00000254
 JU1345!UTM  18      -   1.00000372  x   0.99963529  =   0.99963901
 JU1345
 JU1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4646449669(NAD 83)
 JU1345
 JU1345                          SUPERSEDED SURVEY CONTROL
 JU1345
 JU1345  NGVD 29 (11/26/84)   10.370  (m)           34.02   (f) ADJUSTED    1 1
 JU1345
 JU1345.Superseded values are not recommended for survey control.
 JU1345
 JU1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1345.See file dsdata.pdf to determine how the superseded data were derived.
 JU1345
 JU1345_MARKER: DB = BENCH MARK DISK
 JU1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1345_STAMPING: B 37 1963
 JU1345_MARK LOGO: CGS
 JU1345_PROJECTION: FLUSH
 JU1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1345+STABILITY: SURFACE MOTION
 JU1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1345+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2012
 JU1345
 JU1345  HISTORY     - Date     Condition        Report By
 JU1345  HISTORY     - 1963     MONUMENTED       CGS
 JU1345  HISTORY     - 1981     GOOD             UDE
 JU1345  HISTORY     - 19971220 GOOD             USPSQD
 JU1345  HISTORY     - 20020615 GOOD             USPSQD
 JU1345  HISTORY     - 20100124 GOOD             BECMOR
 JU1345  HISTORY     - 20110604 GOOD             GEOCAC
 JU1345  HISTORY     - 20120321 GOOD             DELCOS
 JU1345  HISTORY     - 20121010 GOOD             USFWS
 JU1345
 JU1345                          STATION DESCRIPTION
 JU1345
 JU1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1345'0.7 MI E FROM CLAYTON.
 JU1345'0.7 MILE EAST ALONG STATE HIGHWAY 6 FROM THE CROSSING OF THE
 JU1345'PENNSYLVANIA RAILROAD AT CLAYTON, ABOUT 1.1 MILE WEST ALONG STATE
 JU1345'HIGHWAY 6 FROM THE INTERSECTION OF U.S. HIGHWAY 13 AT SMYRNA, AT
 JU1345'THE INTERSECTION OF STATE HIGHWAY 300 LEADING NORTHEAST AND
 JU1345'SOUTHWEST, 124 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION
 JU1345'OF THE SOUTHWEST LEG OF THE INTERSECTION, 35 FEET NORTH AND ACROSS
 JU1345'RAILROAD TRACK FROM CENTER LINE OF HIGHWAY 6, 9 FEET NORTH OF
 JU1345'NORTH RAIL, 3 FEET WEST OF A POST SUPPORTING A RAILROAD CROSSING
 JU1345'SIGN, 1.5 FEET EAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH
 JU1345'HIGHWAY 6, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JU1345'INCHES.
 JU1345
 JU1345                          STATION RECOVERY (1981)
 JU1345
 JU1345'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1345'RECOVERED IN GOOD CONDITION.
 JU1345
 JU1345                          STATION RECOVERY (1997)
 JU1345
 JU1345'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU1345'RECOVERED IN GOOD CONDITION.
 JU1345
 JU1345                          STATION RECOVERY (2002)
 JU1345
 JU1345'RECOVERY NOTE BY US POWER SQUADRON 2002 (MB)
 JU1345'RECOVERED IN GOOD CONDITION.
 JU1345
 JU1345                          STATION RECOVERY (2010)
 JU1345
 JU1345'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1345'OPUS-RS (SPC 0700 2007) N=143747M E=182387M
 JU1345
 JU1345                          STATION RECOVERY (2011)
 JU1345
 JU1345'RECOVERY NOTE BY GEOCACHING 2011 (MFM)
 JU1345'RECOVERED AS DESCRIBED.
 JU1345'
 JU1345'RAILROAD HAS BEEN ABANDONED AND TORN UP. STATION MARK NOW SITS IN AN
 JU1345'ISLAND BETWEEN THE MAIN INTERSECTION AND A RIGHT-TURN FOR CLAYTON RD.
 JU1345'TRAFFIC TO EAST-BOUND SR300.
 JU1345
 JU1345                          STATION RECOVERY (2012)
 JU1345
 JU1345'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1345'SUPERFICIAL SCRAPES FROM MOWER.
 JU1345
 JU1345                          STATION RECOVERY (2012)
 JU1345
 JU1345'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2012 (MJH)
 JU1345'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1082 ***********************************************************************
 JU1082  DESIGNATION -  B 38
 JU1082  PID         -  JU1082
 JU1082  STATE/COUNTY-  DE/KENT
 JU1082  COUNTRY     -  US
 JU1082  USGS QUAD   -  CLAYTON (2016)
 JU1082
 JU1082                         *CURRENT SURVEY CONTROL
 JU1082  ______________________________________________________________________
 JU1082* NAD 83(1986) POSITION- 39 17 42.     (N) 075 38 07.     (W)   SCALED
 JU1082* NAVD 88 ORTHO HEIGHT -    11.984 (meters)       39.32  (feet) ADJUSTED
 JU1082  ______________________________________________________________________
 JU1082  GEOID HEIGHT    -        -33.834 (meters)                     GEOID18
 JU1082  DYNAMIC HEIGHT  -         11.978 (meters)       39.30  (feet) COMP
 JU1082  MODELED GRAVITY -    980,108.7   (mgal)                       NAVD 88
 JU1082  OBS GRAVITY     -    980,108.6   (mgal)                       GRAV_OBS
 JU1082
 JU1082  VERT ORDER      -  FIRST     CLASS I
 JU1082
 JU1082.The horizontal coordinates were scaled from a map and have
 JU1082.an estimated accuracy of +/- 6 seconds.
 JU1082
 JU1082.The orthometric height was determined by differential leveling and
 JU1082.adjusted by the NATIONAL GEODETIC SURVEY
 JU1082.in June 1991.
 JU1082
 JU1082.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1082.GEOID18 height accuracy estimate available here.
 JU1082
 JU1082.Click photographs - Photos may exist for this station.
 JU1082
 JU1082.The dynamic height is computed by dividing the NAVD 88
 JU1082.geopotential number by the normal gravity value computed on the
 JU1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1082.degrees latitude (g = 980.6199 gals.).
 JU1082
 JU1082.The modeled gravity was interpolated from observed gravity values.
 JU1082
 JU1082.The observed gravity was obtained from relative gravimeter ties
 JU1082.to the IGSN71 gravity network.
 JU1082
 JU1082;                    North         East    Units  Estimated Accuracy
 JU1082;SPC DE       -   143,780.      181,140.      MT  (+/- 180 meters Scaled)
 JU1082
 JU1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ452497(NAD 83)
 JU1082
 JU1082                          SUPERSEDED SURVEY CONTROL
 JU1082
 JU1082  NGVD 29 (11/26/84)   12.223  (m)           40.10   (f) ADJUSTED    1 1
 JU1082
 JU1082.Superseded values are not recommended for survey control.
 JU1082
 JU1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1082.See file dsdata.pdf to determine how the superseded data were derived.
 JU1082
 JU1082_MARKER: DB = BENCH MARK DISK
 JU1082_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU1082_STAMPING: B 38 1963
 JU1082_MARK LOGO: CGS
 JU1082_PROJECTION: PROJECTING 3 CENTIMETERS
 JU1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1082
 JU1082  HISTORY     - Date     Condition        Report By
 JU1082  HISTORY     - 1963     MONUMENTED       CGS
 JU1082  HISTORY     - 1981     GOOD             UDE
 JU1082  HISTORY     - 19971220 MARK NOT FOUND   USPSQD
 JU1082  HISTORY     - 20020615 MARK NOT FOUND   USPSQD
 JU1082
 JU1082                          STATION DESCRIPTION
 JU1082
 JU1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1082'0.3 MI N FROM CLAYTON.
 JU1082'0.3 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1082'CROSSING OF STATE HIGHWAY 6 AT CLAYTON, 69 FEET SOUTHEAST OF
 JU1082'POWER POLE 116, 20.5 FEET SOUTHWEST OF A SWITCH STAND, 33 FEET
 JU1082'WEST OF WEST RAIL OF MAIN TRACK, 2 FEET SOUTH OF A TELEPHONE
 JU1082'POLE, 1.5 FEET NORTH OF A STEEL WITNESS POST, ABOUT LEVEL
 JU1082'WITH TRACK, AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD
 JU1082'PROJECTING 1 INCH ABOVE GROUND AND PROTECTED BY A 6-INCH
 JU1082'TILE WHICH PROJECTS 4 INCHES.  THE ROD WAS DRIVE TO A DEPTH
 JU1082'OF 72 FEET.
 JU1082
 JU1082                          STATION RECOVERY (1981)
 JU1082
 JU1082'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1082'VERY BADLY OVERGROWN BUT IN GOOD CONDITION.
 JU1082
 JU1082                          STATION RECOVERY (1997)
 JU1082
 JU1082'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU1082'MARK NOT FOUND.
 JU1082
 JU1082                          STATION RECOVERY (2002)
 JU1082
 JU1082'RECOVERY NOTE BY US POWER SQUADRON 2002 (GB)
 JU1082'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2183 ***********************************************************************
 JU2183  DESIGNATION -  B 41
 JU2183  PID         -  JU2183
 JU2183  STATE/COUNTY-  DE/NEW CASTLE
 JU2183  COUNTRY     -  US
 JU2183  USGS QUAD   -  DELAWARE CITY (2016)
 JU2183
 JU2183                         *CURRENT SURVEY CONTROL
 JU2183  ______________________________________________________________________
 JU2183* NAD 83(1986) POSITION- 39 33 24.     (N) 075 34 56.     (W)   SCALED
 JU2183* NAVD 88 ORTHO HEIGHT -    38.582 (meters)      126.58  (feet) ADJUSTED
 JU2183  ______________________________________________________________________
 JU2183  GEOID HEIGHT    -        -33.415 (meters)                     GEOID18
 JU2183  DYNAMIC HEIGHT  -         38.562 (meters)      126.52  (feet) COMP
 JU2183  MODELED GRAVITY -    980,127.8   (mgal)                       NAVD 88
 JU2183
 JU2183  VERT ORDER      -  FIRST     CLASS II
 JU2183
 JU2183.The horizontal coordinates were scaled from a map and have
 JU2183.an estimated accuracy of +/- 6 seconds.
 JU2183
 JU2183.The orthometric height was determined by differential leveling and
 JU2183.adjusted by the NATIONAL GEODETIC SURVEY
 JU2183.in June 1991.
 JU2183
 JU2183.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2183.GEOID18 height accuracy estimate available here.
 JU2183
 JU2183.Click photographs - Photos may exist for this station.
 JU2183
 JU2183.The dynamic height is computed by dividing the NAVD 88
 JU2183.geopotential number by the normal gravity value computed on the
 JU2183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2183.degrees latitude (g = 980.6199 gals.).
 JU2183
 JU2183.The modeled gravity was interpolated from observed gravity values.
 JU2183
 JU2183;                    North         East    Units  Estimated Accuracy
 JU2183;SPC DE       -   172,820.      185,770.      MT  (+/- 180 meters Scaled)
 JU2183
 JU2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ499787(NAD 83)
 JU2183
 JU2183                          SUPERSEDED SURVEY CONTROL
 JU2183
 JU2183.No superseded survey control is available for this station.
 JU2183
 JU2183_MARKER: DV = VERTICAL CONTROL DISK
 JU2183_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU2183_SP_SET: WALKWAY
 JU2183_STAMPING: B 41 1979
 JU2183_MARK LOGO: NGS
 JU2183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2183+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2003
 JU2183
 JU2183  HISTORY     - Date     Condition        Report By
 JU2183  HISTORY     - 1979     MONUMENTED       NGS
 JU2183  HISTORY     - 20030309 GOOD             USPSQD
 JU2183
 JU2183                          STATION DESCRIPTION
 JU2183
 JU2183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2183'1.35 MI SE FROM DELAWARE CITY.
 JU2183'1.35 MILES SOUTHEAST ALONG STATE ROUTE 9 FROM THE INTERSECTION OF
 JU2183'CLINTON STREET IN DELAWARE CITY, TO THE MARK ON THE RIGHT, AT AN
 JU2183'EXSPANSION JOINT, IN THE WEST WALK WAY OF THE BRIDGE OVER THE
 JU2183'CHESAPEAKE AND DELAWARE CANAL, 256 FEET SOUTH OF THE END OF AN
 JU2183'8-FOOT CHAIN LINK FENCE, 15 FEET WEST OF THE CENTER LINE OF THE
 JU2183'BRIDGE, 1 FOOT EAST OF THE EAST FACE OF THE WEST CONCRETE GUARD RAIL,
 JU2183'OPPOSITE A STEEL LADDER WITH A STEEL CAGE.
 JU2183
 JU2183                          STATION RECOVERY (2003)
 JU2183
 JU2183'RECOVERY NOTE BY US POWER SQUADRON 2003 (DG)
 JU2183'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2669 ***********************************************************************
 HU2669  DESIGNATION -  B 42
 HU2669  PID         -  HU2669
 HU2669  STATE/COUNTY-  DE/SUSSEX
 HU2669  COUNTRY     -  US
 HU2669  USGS QUAD   -  HARBESON (2016)
 HU2669
 HU2669                         *CURRENT SURVEY CONTROL
 HU2669  ______________________________________________________________________
 HU2669* NAD 83(1986) POSITION- 38 38 31.     (N) 075 21 30.     (W)   SCALED
 HU2669* NAVD 88 ORTHO HEIGHT -    12.605 (meters)       41.35  (feet) ADJUSTED
 HU2669  ______________________________________________________________________
 HU2669  GEOID HEIGHT    -        -35.678 (meters)                     GEOID18
 HU2669  DYNAMIC HEIGHT  -         12.597 (meters)       41.33  (feet) COMP
 HU2669  MODELED GRAVITY -    980,023.0   (mgal)                       NAVD 88
 HU2669
 HU2669  VERT ORDER      -  SECOND    CLASS II
 HU2669
 HU2669.The horizontal coordinates were scaled from a map and have
 HU2669.an estimated accuracy of +/- 6 seconds.
 HU2669
 HU2669.The orthometric height was determined by differential leveling and
 HU2669.adjusted by the NATIONAL GEODETIC SURVEY
 HU2669.in March 1994.
 HU2669
 HU2669.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2669.GEOID18 height accuracy estimate available here.
 HU2669
 HU2669.Click photographs - Photos may exist for this station.
 HU2669
 HU2669.The dynamic height is computed by dividing the NAVD 88
 HU2669.geopotential number by the normal gravity value computed on the
 HU2669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2669.degrees latitude (g = 980.6199 gals.).
 HU2669
 HU2669.The modeled gravity was interpolated from observed gravity values.
 HU2669
 HU2669;                    North         East    Units  Estimated Accuracy
 HU2669;SPC DE       -    71,260.      205,080.      MT  (+/- 180 meters Scaled)
 HU2669
 HU2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH688771(NAD 83)
 HU2669
 HU2669                          SUPERSEDED SURVEY CONTROL
 HU2669
 HU2669.No superseded survey control is available for this station.
 HU2669
 HU2669_MARKER: I = METAL ROD
 HU2669_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HU2669_STAMPING: B 42 1990
 HU2669_MARK LOGO: NGS
 HU2669_PROJECTION: FLUSH
 HU2669_MAGNETIC: I = MARKER IS A STEEL ROD
 HU2669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU2669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2669+SATELLITE: SATELLITE OBSERVATIONS - 1990
 HU2669_ROD/PIPE-DEPTH: 21.9 meters
 HU2669
 HU2669  HISTORY     - Date     Condition        Report By
 HU2669  HISTORY     - 1990     MONUMENTED       NGS
 HU2669
 HU2669                          STATION DESCRIPTION
 HU2669
 HU2669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HU2669'5.6 KM (3.5 MI) SOUTHERLY ALONG U.S. HIGHWAY 113 FROM THE JUNCTION OF
 HU2669'U.S. HIGHWAY 9 IN GEORGETOWN, IN THE HIGHWAY MEDIAN, 0.3 KM (0.2 MI)
 HU2669'SOUTH OF THE INTERSECTION OF COUNTY ROAD 323, 53.5 M (175.5 FT)
 HU2669'SOUTHEAST OF THE CENTER OF A HIGHWAY CROSSOVER, 10.9 M (35.8 FT)
 HU2669'SOUTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 HU2669'6.8 M (22.3 FT) NORTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANES
 HU2669'OF THE HIGHWAY, 0.6 M (2.0 FT) NORTHWEST OF A WITNESS POST, AND 0.3 M
 HU2669'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 HU2669'POINT IS THROUGH A 5-INCH LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL6560 ***********************************************************************
 DL6560  DESIGNATION -  B 43
 DL6560  PID         -  DL6560
 DL6560  STATE/COUNTY-  DE/SUSSEX
 DL6560  COUNTRY     -  US
 DL6560  USGS QUAD   -  MILTON (2016)
 DL6560
 DL6560                         *CURRENT SURVEY CONTROL
 DL6560  ______________________________________________________________________
 DL6560* NAD 83(2011) POSITION- 38 50 35.92727(N) 075 19 16.04662(W)   ADJUSTED
 DL6560* NAD 83(2011) ELLIP HT-   -30.658 (meters)        (12/20/17)   ADJUSTED
 DL6560* NAD 83(2011) EPOCH   -  2010.00
 DL6560* NAVD 88 ORTHO HEIGHT -     4.825 (meters)       15.83  (feet) ADJUSTED
 DL6560  ______________________________________________________________________
 DL6560  GEOID HEIGHT    -        -35.485 (meters)                     GEOID18
 DL6560  NAD 83(2011) X  -  1,260,476.816 (meters)                     COMP
 DL6560  NAD 83(2011) Y  - -4,811,878.900 (meters)                     COMP
 DL6560  NAD 83(2011) Z  -  3,978,764.829 (meters)                     COMP
 DL6560  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 DL6560  DYNAMIC HEIGHT  -          4.823 (meters)       15.82  (feet) COMP
 DL6560  MODELED GRAVITY -    980,039.0   (mgal)                       NAVD 88
 DL6560
 DL6560  VERT ORDER      -  SECOND    CLASS II
 DL6560
 DL6560  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6560  Standards:
 DL6560         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6560            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6560  -------------------------------------------------------------------
 DL6560  NETWORK    0.69   0.65           0.30   0.26   0.33     -0.05488678
 DL6560  -------------------------------------------------------------------
 DL6560  Click here for local accuracies and other accuracy information.
 DL6560
 DL6560.The horizontal coordinates were established by GPS observations
 DL6560.and adjusted by the MASER CONSULTING in December 2017.
 DL6560
 DL6560.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6560.been affixed to the stable North American tectonic plate. See 
 DL6560.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6560
 DL6560.The horizontal coordinates are valid at the epoch date displayed above
 DL6560.which is a decimal equivalence of Year/Month/Day.
 DL6560
 DL6560.The orthometric height was determined by differential leveling and
 DL6560.adjusted by the NATIONAL GEODETIC SURVEY
 DL6560.in March 2010.
 DL6560
 DL6560.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6560.GEOID18 height accuracy estimate available here.
 DL6560
 DL6560.Click photographs - Photos may exist for this station.
 DL6560
 DL6560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6560
 DL6560.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6560
 DL6560.The ellipsoidal height was determined by GPS observations
 DL6560.and is referenced to NAD 83.
 DL6560
 DL6560.The dynamic height is computed by dividing the NAVD 88
 DL6560.geopotential number by the normal gravity value computed on the
 DL6560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6560.degrees latitude (g = 980.6199 gals.).
 DL6560
 DL6560.The modeled gravity was interpolated from observed gravity values.
 DL6560
 DL6560. The following values were computed from the NAD 83(2011) position.
 DL6560
 DL6560;                    North         East     Units Scale Factor Converg.
 DL6560;SPC DE       -    93,615.401   208,294.695   MT  0.99999585   +0 03 35.7
 DL6560;SPC DE       -   307,136.53    683,380.18   sFT  0.99999585   +0 03 35.7
 DL6560;UTM  18      - 4,299,438.088   472,132.049   MT  0.99960956   -0 12 05.1
 DL6560
 DL6560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6560!SPC DE       -   1.00000481  x   0.99999585  =   1.00000066
 DL6560!UTM  18      -   1.00000481  x   0.99960956  =   0.99961437
 DL6560
 DL6560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7213299438(NAD 83)
 DL6560
 DL6560                          SUPERSEDED SURVEY CONTROL
 DL6560
 DL6560.No superseded survey control is available for this station.
 DL6560
 DL6560_MARKER: DD = SURVEY DISK
 DL6560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6560_STAMPING: B 43 2009
 DL6560_MARK LOGO: DEDT
 DL6560_PROJECTION: RECESSED 3 CENTIMETERS
 DL6560_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6560+STABILITY: SURFACE MOTION
 DL6560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6560+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2013
 DL6560
 DL6560  HISTORY     - Date     Condition        Report By
 DL6560  HISTORY     - 20091107 MONUMENTED       DEDT
 DL6560  HISTORY     - 20120208 GOOD             DELCOS
 DL6560  HISTORY     - 20131008 GOOD             DELCOS
 DL6560
 DL6560                          STATION DESCRIPTION
 DL6560
 DL6560'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL6560'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-SOUTHEAST OF MILFORD,
 DL6560'6.6 MI (10.6 KM) EAST-NORTHEAST OF ELLENDALE AND 5.7 MI (9.2 KM) NORTH
 DL6560'OF MILTON.
 DL6560'
 DL6560'TO REACH FROM THE INTERSECTION OF STATE ROUTE 5 (UNION ST EXT) AND
 DL6560'STATE ROUTE 1 (COASTAL HWY) PROCEED NORTH 3.0 MI (4.8 KM) ALONG STATE
 DL6560'ROUTE 1 (COASTAL HWY) TO THE INTERSECTION OF STATE ROUTE 1 (COASTAL
 DL6560'HWY) AND SUSSEX 215 (SUGAR STICK/DANIELS ROADS) TURN AND THENCE
 DL6560'PROCEED SOUTH 1.0 MI (1.6 KM) ALONG STATE ROUTE 1 (COASTAL HWY) TO THE
 DL6560'MARK ON THE RIGHT.
 DL6560'
 DL6560'THE MARK IS 42.0 FT (12.8 M) WEST OF THE CENTERLINE OF STATE ROUTE 1
 DL6560'(COASTAL HWY), 118.3 FT (36.1 M) NORTH OF THE NORTHERLY END OF A
 DL6560'CORRUGATED METAL PIPE UNDER A FIELD ENTRANCE, 180.0 FT (54.9 M)
 DL6560'SOUTHEAST OF THE MOST SOUTHEASTERLY CORNER OF A 1 STORY FRAME HOUSE
 DL6560'AND 120.0 FT (36.6 M) SOUTH OF THE SOUTHERLY END OF AN ENTRANCE PIPE
 DL6560'FOR 10458 COASTAL HIGHWAY.
 DL6560
 DL6560                          STATION RECOVERY (2012)
 DL6560
 DL6560'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL6560'RECOVERED IN GOOD CONDITION.
 DL6560
 DL6560                          STATION RECOVERY (2013)
 DL6560
 DL6560'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DL6560'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL4505 ***********************************************************************
 DL4505  DESIGNATION -  B 44
 DL4505  PID         -  DL4505
 DL4505  STATE/COUNTY-  DE/SUSSEX
 DL4505  COUNTRY     -  US
 DL4505  USGS QUAD   -  SELBYVILLE (2016)
 DL4505
 DL4505                         *CURRENT SURVEY CONTROL
 DL4505  ______________________________________________________________________
 DL4505* NAD 83(1986) POSITION- 38 27 24.0    (N) 075 12 14.1    (W)   HD_HELD2
 DL4505* NAVD 88 ORTHO HEIGHT -     8.417 (meters)       27.61  (feet) ADJUSTED
 DL4505  ______________________________________________________________________
 DL4505  GEOID HEIGHT    -        -35.865 (meters)                     GEOID18
 DL4505  DYNAMIC HEIGHT  -          8.412 (meters)       27.60  (feet) COMP
 DL4505  MODELED GRAVITY -    980,018.8   (mgal)                       NAVD 88
 DL4505
 DL4505  VERT ORDER      -  SECOND    CLASS II
 DL4505
 DL4505.The horizontal coordinates were established by autonomous hand held GPS
 DL4505.observations and have an estimated accuracy of +/- 10 meters.
 DL4505
 DL4505.The orthometric height was determined by differential leveling and
 DL4505.adjusted by the NATIONAL GEODETIC SURVEY
 DL4505.in October 2009.
 DL4505
 DL4505.No vertical observational check was made to the station.
 DL4505
 DL4505.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4505.GEOID18 height accuracy estimate available here.
 DL4505
 DL4505.Click photographs - Photos may exist for this station.
 DL4505
 DL4505.The dynamic height is computed by dividing the NAVD 88
 DL4505.geopotential number by the normal gravity value computed on the
 DL4505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4505.degrees latitude (g = 980.6199 gals.).
 DL4505
 DL4505.The modeled gravity was interpolated from observed gravity values.
 DL4505
 DL4505;                    North         East    Units  Estimated Accuracy
 DL4505;SPC DE       -    50,712.      218,570.      MT  (+/- 10 meters HH2 GPS)
 DL4505
 DL4505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8220856504(NAD 83)
 DL4505
 DL4505                          SUPERSEDED SURVEY CONTROL
 DL4505
 DL4505.No superseded survey control is available for this station.
 DL4505
 DL4505_MARKER: DV = VERTICAL CONTROL DISK
 DL4505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4505_STAMPING: B 44 2004
 DL4505_MARK LOGO: NGS
 DL4505_PROJECTION: RECESSED 2 CENTIMETERS
 DL4505_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4505+STABILITY: SURFACE MOTION
 DL4505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4505+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2012
 DL4505
 DL4505  HISTORY     - Date     Condition        Report By
 DL4505  HISTORY     - 20041020 MONUMENTED       DEDT
 DL4505  HISTORY     - 20090430 GOOD             DEDT
 DL4505  HISTORY     - 20120213 GOOD             DELCOS
 DL4505
 DL4505                          STATION DESCRIPTION
 DL4505
 DL4505'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009 (BRC)
 DL4505'THE MARK IS LOCATED ABOUT 9.9 MI (15.9 KM) SOUTHWEST OF BETHANY BEACH,
 DL4505'4.5 MI (7.2 KM) SOUTH-SOUTHEAST OF FRANKFORD AND 1.0 MI (1.6 KM)
 DL4505'EAST-SOUTHEAST OF SELBYVILLE.
 DL4505'
 DL4505'TO REACH THE MARK FROM THE INTERSECTION OF US HIGHWAY 113 (DUPONT
 DL4505'BOULEVARD) AND STATE ROUTE 54 EAST (CEMETERY ROAD) PROCEED 0.5 MI (0.8
 DL4505'KM) NORTHEAST ON STATE ROUTE 54 EAST (CEMETERY ROAD) TO THE THE
 DL4505'INTERSECTION OF STATE ROUTE 54 (CEMETERY ROAD) AND MAIN
 DL4505'STREET(SELBYVILLE), THENCE 0.7 MI (1.1 KM) TO THE INTERSECTION OF MAIN
 DL4505'STREET (SELBYVILLE) AND STATE ROUTE 54 (LIGHTHOUSE ROAD) THENCE 0.8 MI
 DL4505'(1.3 KM) EAST ON STATE ROUTE 54 (LIGHTHOUSE ROAD) TO THE MARK ON THE
 DL4505'RIGHT.  TO REACH THE MARK FROM THE INTERSECTION OF STATE ROUTE 54
 DL4505'(LIGHTHOUSE ROAD) AND STATE ROUTE 20 (ZION CHURCH ROAD) PROCEED 5.2 MI
 DL4505'(8.4 KM) WEST ALONG STATE ROUTE 54 (LIGHTHOUSE ROAD) TO THE MARK ON
 DL4505'THE LEFT.  THE MARK IS A BRASS DISK SET IN THE TOP OF A 1 FT (0.3 M)
 DL4505'DIAMETER CONCRETE POST.    THE MARK IS LOCATED 32.6 FT (9.9 M)
 DL4505'SOUTH-SOUTHWEST OF THE PHYSICAL CENTERLINE OF STATE ROUTE 54
 DL4505'(LIGHTHOUSE ROAD), 58.5 FT (17.8 M) SOUTHWEST OF THE CENTERLINE OF A
 DL4505'SANITARY SEWER MANHOLE COVER, AND 39.3 FT (12.0 M) NORTHEAST OF THE
 DL4505'WESTERLY CORNER OF AN ASPHALT BYPASS LANE.
 DL4505
 DL4505                          STATION RECOVERY (2012)
 DL4505
 DL4505'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL4505'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DM8470 ***********************************************************************
 DM8470  DESIGNATION -  B 47
 DM8470  PID         -  DM8470
 DM8470  STATE/COUNTY-  DE/SUSSEX
 DM8470  COUNTRY     -  US
 DM8470  USGS QUAD   -  MILTON (2016)
 DM8470
 DM8470                         *CURRENT SURVEY CONTROL
 DM8470  ______________________________________________________________________
 DM8470* NAD 83(1986) POSITION- 38 47 40.5    (N) 075 17 15.2    (W)   HD_HELD2
 DM8470* NAVD 88 ORTHO HEIGHT -     6.306 (meters)       20.69  (feet) ADJUSTED
 DM8470  ______________________________________________________________________
 DM8470  GEOID HEIGHT    -        -35.569 (meters)                     GEOID18
 DM8470  DYNAMIC HEIGHT  -          6.302 (meters)       20.68  (feet) COMP
 DM8470  MODELED GRAVITY -    980,035.5   (mgal)                       NAVD 88
 DM8470
 DM8470  VERT ORDER      -  SECOND    CLASS I
 DM8470
 DM8470.The horizontal coordinates were established by autonomous hand held GPS
 DM8470.observations and have an estimated accuracy of +/- 10 meters.
 DM8470
 DM8470.The orthometric height was determined by differential leveling and
 DM8470.adjusted by the NATIONAL GEODETIC SURVEY
 DM8470.in July 2011.
 DM8470
 DM8470.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8470.GEOID18 height accuracy estimate available here.
 DM8470
 DM8470.Click photographs - Photos may exist for this station.
 DM8470
 DM8470.The dynamic height is computed by dividing the NAVD 88
 DM8470.geopotential number by the normal gravity value computed on the
 DM8470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8470.degrees latitude (g = 980.6199 gals.).
 DM8470
 DM8470.The modeled gravity was interpolated from observed gravity values.
 DM8470
 DM8470;                    North         East    Units  Estimated Accuracy
 DM8470;SPC DE       -    88,209.      211,217.      MT  (+/- 10 meters HH2 GPS)
 DM8470
 DM8470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7502894020(NAD 83)
 DM8470
 DM8470                          SUPERSEDED SURVEY CONTROL
 DM8470
 DM8470.No superseded survey control is available for this station.
 DM8470
 DM8470_MARKER: DD = SURVEY DISK
 DM8470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8470_STAMPING: B 47 2010
 DM8470_MARK LOGO: DEDT
 DM8470_PROJECTION: FLUSH
 DM8470_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8470+STABILITY: SURFACE MOTION
 DM8470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8470+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 DM8470
 DM8470  HISTORY     - Date     Condition        Report By
 DM8470  HISTORY     - 20100601 MONUMENTED       DEDT
 DM8470
 DM8470                          STATION DESCRIPTION
 DM8470
 DM8470'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (BRC)
 DM8470'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST OF ELLENDALE, 4.8 MI
 DM8470'(7.7 KM) NORTH OF HARBESON AND 1.7 MI (2.7 KM) NORTHEAST OF MILTON.
 DM8470'
 DM8470'TO REACH FROM THE INTERSECTION OF DE 1 (COASTAL HWY) AND DE 16
 DM8470'(BROADKILL RD) PROCEED WESTERLY ALONG DE 16 (BROADKILL RD) 1.1 MI (1.8
 DM8470'KM) TO THE MARK ON THE LEFT.
 DM8470'
 DM8470'IT IS SET IN FRONT OF 26348 BROADKILL ROAD (KENNY'S GARAGE).
 DM8470'
 DM8470'THE MARK IS 40.0 FT (12.2 M) SOUTH OF THE CENTERLINE OF DE 16
 DM8470'(BROADKILL ROAD), 145.3 FT (44.3 M) WEST-SOUTHWEST OF A UTILITY POLE
 DM8470'(DEC LK113121), 64.4 FT (19.6 M) NORTH OF THE CORNER OF A METAL
 DM8470'BUILDING/CHAINLINK FENCE, AND6.0 FEET EAST-NORTHEAST OF THE BASE OF A
 DM8470'SIGN FOR KENNY'S GARAGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1377 ***********************************************************************
 JU1377  DESIGNATION -  B 7
 JU1377  PID         -  JU1377
 JU1377  STATE/COUNTY-  DE/NEW CASTLE
 JU1377  COUNTRY     -  US
 JU1377  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1377
 JU1377                         *CURRENT SURVEY CONTROL
 JU1377  ______________________________________________________________________
 JU1377* NAD 83(1986) POSITION- 39 44 06.     (N) 075 33 56.     (W)   SCALED
 JU1377* NAVD 88 ORTHO HEIGHT -     3.247 (meters)       10.65  (feet) ADJUSTED
 JU1377  ______________________________________________________________________
 JU1377  GEOID HEIGHT    -        -32.933 (meters)                     GEOID18
 JU1377  DYNAMIC HEIGHT  -          3.245 (meters)       10.65  (feet) COMP
 JU1377  MODELED GRAVITY -    980,174.7   (mgal)                       NAVD 88
 JU1377
 JU1377  VERT ORDER      -  FIRST     CLASS I
 JU1377
 JU1377.The horizontal coordinates were scaled from a map and have
 JU1377.an estimated accuracy of +/- 6 seconds.
 JU1377
 JU1377.The orthometric height was determined by differential leveling and
 JU1377.adjusted by the NATIONAL GEODETIC SURVEY
 JU1377.in June 1991.
 JU1377
 JU1377.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1377.GEOID18 height accuracy estimate available here.
 JU1377
 JU1377.Click photographs - Photos may exist for this station.
 JU1377
 JU1377.The dynamic height is computed by dividing the NAVD 88
 JU1377.geopotential number by the normal gravity value computed on the
 JU1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1377.degrees latitude (g = 980.6199 gals.).
 JU1377
 JU1377.The modeled gravity was interpolated from observed gravity values.
 JU1377
 JU1377;                    North         East    Units  Estimated Accuracy
 JU1377;SPC DE       -   192,620.      187,240.      MT  (+/- 180 meters Scaled)
 JU1377
 JU1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ515984(NAD 83)
 JU1377
 JU1377                          SUPERSEDED SURVEY CONTROL
 JU1377
 JU1377  NGVD 29 (11/26/84)    3.506  (m)           11.50   (f) ADJUSTED    1 1
 JU1377
 JU1377.Superseded values are not recommended for survey control.
 JU1377
 JU1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1377.See file dsdata.pdf to determine how the superseded data were derived.
 JU1377
 JU1377_MARKER: DB = BENCH MARK DISK
 JU1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1377_STAMPING: B 7 1935
 JU1377_MARK LOGO: CGS
 JU1377_PROJECTION: PROJECTING 61 CENTIMETERS
 JU1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1377+STABILITY: SURFACE MOTION
 JU1377
 JU1377  HISTORY     - Date     Condition        Report By
 JU1377  HISTORY     - 1935     MONUMENTED       CGS
 JU1377  HISTORY     - 1963     POOR             CGS
 JU1377  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU1377
 JU1377                          STATION DESCRIPTION
 JU1377
 JU1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1377'AT WILMINGTON.
 JU1377'AT WILMINGTON, ABOUT 0.8 MILE SOUTHWEST ALONG THE PENNSYLVANIA
 JU1377'RAILROAD FROM THE STATION, 115 YARDS SOUTHWEST OF THE OVERPASS
 JU1377'OVER BEECH STREET, 55 FEET SOUTH OF SOUTH CORNER OF THE READING
 JU1377'COMPANY RAILWAY ROUNDHOUSE (CARPENTERS SHED), 15.2 FEET NORTHWEST
 JU1377'OF NORTHWEST RAIL OF NORTHWESTERNMOST TRACK IN RAILWAY YARD, 13
 JU1377'FEET NORTHEAST OF A TELEPHONE POLE, AND SET IN THE TOP OF A
 JU1377'CONCRETE POST PROJECTING 2 FEET.  NOTE-- USE WITH CAUTION.  POST
 JU1377'SLIGHTLY LOOSE IN GROUND.
 JU1377
 JU1377                          STATION RECOVERY (1979)
 JU1377
 JU1377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1377'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1016 ***********************************************************************
 HU1016  DESIGNATION -  B 8
 HU1016  PID         -  HU1016
 HU1016  STATE/COUNTY-  DE/SUSSEX
 HU1016  COUNTRY     -  US
 HU1016  USGS QUAD   -  LAUREL (2016)
 HU1016
 HU1016                         *CURRENT SURVEY CONTROL
 HU1016  ______________________________________________________________________
 HU1016* NAD 83(1986) POSITION- 38 33 16.77   (N) 075 32 20.91   (W)   HD_HELD1
 HU1016* NAVD 88 ORTHO HEIGHT -     6.635 (meters)       21.77  (feet) ADJUSTED
 HU1016  ______________________________________________________________________
 HU1016  GEOID HEIGHT    -        -35.682 (meters)                     GEOID18
 HU1016  DYNAMIC HEIGHT  -          6.631 (meters)       21.76  (feet) COMP
 HU1016  MODELED GRAVITY -    980,014.8   (mgal)                       NAVD 88
 HU1016
 HU1016  VERT ORDER      -  SECOND    CLASS 0
 HU1016
 HU1016.The horizontal coordinates were determined by differentially corrected
 HU1016.hand held GPS observations or other comparable positioning techniques
 HU1016.and have an estimated accuracy of +/- 3 meters.
 HU1016
 HU1016.The orthometric height was determined by differential leveling and
 HU1016.adjusted by the NATIONAL GEODETIC SURVEY
 HU1016.in June 1991.
 HU1016
 HU1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1016.GEOID18 height accuracy estimate available here.
 HU1016
 HU1016.Click photographs - Photos may exist for this station.
 HU1016
 HU1016.The dynamic height is computed by dividing the NAVD 88
 HU1016.geopotential number by the normal gravity value computed on the
 HU1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1016.degrees latitude (g = 980.6199 gals.).
 HU1016
 HU1016.The modeled gravity was interpolated from observed gravity values.
 HU1016
 HU1016;                    North         East    Units  Estimated Accuracy
 HU1016;SPC DE       -    61,574.8     189,324.3     MT  (+/- 3 meters HH1 GPS) 
 HU1016
 HU1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5302367496(NAD 83)
 HU1016
 HU1016                          SUPERSEDED SURVEY CONTROL
 HU1016
 HU1016  NGVD 29 (11/26/84)    6.883  (m)           22.58   (f) ADJUSTED    2 0
 HU1016
 HU1016.Superseded values are not recommended for survey control.
 HU1016
 HU1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1016.See file dsdata.pdf to determine how the superseded data were derived.
 HU1016
 HU1016_MARKER: DB = BENCH MARK DISK
 HU1016_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HU1016_SP_SET: ABUTMENT
 HU1016_STAMPING: B 8 1942
 HU1016_MARK LOGO: CGS
 HU1016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1016+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2013
 HU1016
 HU1016  HISTORY     - Date     Condition        Report By
 HU1016  HISTORY     - 1942     MONUMENTED       CGS
 HU1016  HISTORY     - 1943     GOOD             CGS
 HU1016  HISTORY     - 1981     GOOD             UDE
 HU1016  HISTORY     - 19901030 GOOD             NGS
 HU1016  HISTORY     - 20130611 GOOD             DELCOS
 HU1016
 HU1016                          STATION DESCRIPTION
 HU1016
 HU1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HU1016'1.9 MI E FROM LAUREL.
 HU1016'1.9 MILES EAST ALONG STATE HIGHWAY 24 FROM THE INTERSECTION OF
 HU1016'MARKET AND CENTRAL STREETS AT LAUREL, SUSSEX COUNTY, AT CONCRETE
 HU1016'ARCH BRIDGE 314 OVER A CREEK KNOWN AS JAMES BRANCH, AND IN THE
 HU1016'TOP OF THE EAST END OF THE SOUTH BRIDGE WALL.  A STANDARD DISK,
 HU1016'STAMPED B 8 1942.
 HU1016
 HU1016                          STATION RECOVERY (1981)
 HU1016
 HU1016'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU1016'RECOVERED IN GOOD CONDITION.
 HU1016
 HU1016                          STATION RECOVERY (1990)
 HU1016
 HU1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU1016'1.5 KM (0.9 MI) EASTERLY ALONG STATE HIGHWAY 24 FROM THE JUNCTION OF
 HU1016'U.S. HIGHWAY 13 IN LAUREL, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE
 HU1016'EAST END OF THE SOUTH CONCRETE ABUTMENT PARAPET OF AN ARCH BRIDGE
 HU1016'SPANNING JAMES BRANCH, 4.3 M (14.1 FT) SOUTH OF THE HIGHWAY
 HU1016'CENTERLINE, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 HU1016
 HU1016                          STATION RECOVERY (2013)
 HU1016
 HU1016'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU1016'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0349 ***********************************************************************
 HU0349  DESIGNATION -  B 9
 HU0349  PID         -  HU0349
 HU0349  STATE/COUNTY-  DE/SUSSEX
 HU0349  COUNTRY     -  US
 HU0349  USGS QUAD   -  WHALEYVILLE (2016)
 HU0349
 HU0349                         *CURRENT SURVEY CONTROL
 HU0349  ______________________________________________________________________
 HU0349* NAD 83(1986) POSITION- 38 28 30.68   (N) 075 15 18.67   (W)   HD_HELD1
 HU0349* NAVD 88 ORTHO HEIGHT -    11.796 (meters)       38.70  (feet) ADJUSTED
 HU0349  ______________________________________________________________________
 HU0349  GEOID HEIGHT    -        -35.837 (meters)                     GEOID18
 HU0349  DYNAMIC HEIGHT  -         11.789 (meters)       38.68  (feet) COMP
 HU0349  MODELED GRAVITY -    980,018.4   (mgal)                       NAVD 88
 HU0349
 HU0349  VERT ORDER      -  SECOND    CLASS 0
 HU0349
 HU0349.The horizontal coordinates were determined by differentially corrected
 HU0349.hand held GPS observations or other comparable positioning techniques
 HU0349.and have an estimated accuracy of +/- 3 meters.
 HU0349
 HU0349.The orthometric height was determined by differential leveling and
 HU0349.adjusted by the NATIONAL GEODETIC SURVEY
 HU0349.in June 1991.
 HU0349
 HU0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0349.GEOID18 height accuracy estimate available here.
 HU0349
 HU0349.Click photographs - Photos may exist for this station.
 HU0349
 HU0349.The dynamic height is computed by dividing the NAVD 88
 HU0349.geopotential number by the normal gravity value computed on the
 HU0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0349.degrees latitude (g = 980.6199 gals.).
 HU0349
 HU0349.The modeled gravity was interpolated from observed gravity values.
 HU0349
 HU0349;                    North         East    Units  Estimated Accuracy
 HU0349;SPC DE       -    52,758.5     214,091.2     MT  (+/- 3 meters HH1 GPS) 
 HU0349
 HU0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7774058571(NAD 83)
 HU0349
 HU0349                          SUPERSEDED SURVEY CONTROL
 HU0349
 HU0349  NGVD 29 (11/26/84)   12.036  (m)           39.49   (f) ADJUSTED    2 0
 HU0349
 HU0349.Superseded values are not recommended for survey control.
 HU0349
 HU0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0349.See file dsdata.pdf to determine how the superseded data were derived.
 HU0349
 HU0349_MARKER: DB = BENCH MARK DISK
 HU0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0349_STAMPING: B 9 1942
 HU0349_MARK LOGO: CGS
 HU0349_PROJECTION: PROJECTING 5 CENTIMETERS
 HU0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0349+STABILITY: SURFACE MOTION
 HU0349
 HU0349  HISTORY     - Date     Condition        Report By
 HU0349  HISTORY     - 1942     MONUMENTED       CGS
 HU0349  HISTORY     - 1943     GOOD             CGS
 HU0349  HISTORY     - 1981     GOOD             UDE
 HU0349  HISTORY     - 19950718 GOOD             USPSQD
 HU0349  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0349
 HU0349                          STATION DESCRIPTION
 HU0349
 HU0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0349'2.2 MI W FROM SELBYVILLE.
 HU0349'2.2 MILES WEST ALONG STATE HIGHWAY 60 FROM THE RAILROAD CROSSING
 HU0349'AT SELBYVILLE, SUSSEX COUNTY, AT THE JUNCTION OF SECONDARY ROAD
 HU0349'380-27, AT A SMALL 2-STORY SHINGLED HOUSE OPPOSITE THE JUNCTION,
 HU0349'42 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET
 HU0349'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE.  A STANDARD
 HU0349'DISK, STAMPED B 9 1942 AND SET IN THE TOP OF A CONCRETE POST
 HU0349'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 HU0349
 HU0349                          STATION RECOVERY (1943)
 HU0349
 HU0349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 HU0349'RECOVERED IN GOOD CONDITION.
 HU0349
 HU0349                          STATION RECOVERY (1981)
 HU0349
 HU0349'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0349'RECOVERED IN GOOD CONDITION.
 HU0349
 HU0349                          STATION RECOVERY (1995)
 HU0349
 HU0349'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU0349'RECOVERED IN GOOD CONDITION.
 HU0349
 HU0349                          STATION RECOVERY (2013)
 HU0349
 HU0349'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0349'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0866 ***********************************************************************
 DQ0866  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0866  DESIGNATION -  B50
 DQ0866  PID         -  DQ0866
 DQ0866  STATE/COUNTY-  DE/SUSSEX
 DQ0866  COUNTRY     -  US
 DQ0866  USGS QUAD   -  GEORGETOWN (2016)
 DQ0866
 DQ0866                         *CURRENT SURVEY CONTROL
 DQ0866  ______________________________________________________________________
 DQ0866* NAD 83(2011) POSITION- 38 41 54.31513(N) 075 25 52.63024(W)   ADJUSTED
 DQ0866* NAD 83(2011) ELLIP HT-   -23.173 (meters)        (12/20/17)   ADJUSTED
 DQ0866* NAD 83(2011) EPOCH   -  2010.00
 DQ0866* NAVD 88 ORTHO HEIGHT -    12.43  (meters)       40.8   (feet) GPS OBS
 DQ0866  ______________________________________________________________________
 DQ0866  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0866  GEOID HEIGHT    -        -35.584 (meters)                     GEOID12B
 DQ0866  GEOID HEIGHT    -        -35.601 (meters)                     GEOID18
 DQ0866  NAD 83(2011) X  -  1,253,757.792 (meters)                     COMP
 DQ0866  NAD 83(2011) Y  - -4,824,047.587 (meters)                     COMP
 DQ0866  NAD 83(2011) Z  -  3,966,229.070 (meters)                     COMP
 DQ0866  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 DQ0866
 DQ0866  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0866  Standards:
 DQ0866         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0866            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0866  -------------------------------------------------------------------
 DQ0866  NETWORK    0.77   0.78           0.33   0.30   0.40     -0.10255399
 DQ0866  -------------------------------------------------------------------
 DQ0866  Click here for local accuracies and other accuracy information.
 DQ0866
 DQ0866.The horizontal coordinates were established by GPS observations
 DQ0866.and adjusted by the MASER CONSULTING in December 2017.
 DQ0866
 DQ0866.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0866.been affixed to the stable North American tectonic plate. See 
 DQ0866.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0866
 DQ0866.The horizontal coordinates are valid at the epoch date displayed above
 DQ0866.which is a decimal equivalence of Year/Month/Day.
 DQ0866
 DQ0866.The orthometric height was determined by GPS observations and a
 DQ0866.high-resolution geoid model using precise GPS observation and
 DQ0866.processing techniques.
 DQ0866
 DQ0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0866.GEOID18 height accuracy estimate available here.
 DQ0866
 DQ0866.Click photographs - Photos may exist for this station.
 DQ0866
 DQ0866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0866
 DQ0866.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0866
 DQ0866.The ellipsoidal height was determined by GPS observations
 DQ0866.and is referenced to NAD 83.
 DQ0866
 DQ0866. The following values were computed from the NAD 83(2011) position.
 DQ0866
 DQ0866;                    North         East     Units Scale Factor Converg.
 DQ0866;SPC DE       -    77,526.594   198,728.212   MT  0.99999502   -0 00 32.9
 DQ0866;SPC DE       -   254,351.83    651,994.14   sFT  0.99999502   -0 00 32.9
 DQ0866;UTM  18      - 4,283,399.142   462,496.080   MT  0.99961732   -0 16 10.7
 DQ0866
 DQ0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0866!SPC DE       -   1.00000364  x   0.99999502  =   0.99999866
 DQ0866!UTM  18      -   1.00000364  x   0.99961732  =   0.99962095
 DQ0866
 DQ0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6249683399(NAD 83)
 DQ0866
 DQ0866                          SUPERSEDED SURVEY CONTROL
 DQ0866
 DQ0866.No superseded survey control is available for this station.
 DQ0866
 DQ0866_MARKER: DV = VERTICAL CONTROL DISK
 DQ0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0866_STAMPING: B50
 DQ0866_MARK LOGO: DEDHT
 DQ0866_PROJECTION: FLUSH
 DQ0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0866+STABILITY: SURFACE MOTION
 DQ0866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0866+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2013
 DQ0866
 DQ0866  HISTORY     - Date     Condition        Report By
 DQ0866  HISTORY     - 2013     MONUMENTED       DEDHT
 DQ0866  HISTORY     - 20131015 GOOD             DELCOS
 DQ0866
 DQ0866                          STATION DESCRIPTION
 DQ0866
 DQ0866'DESCRIBED BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DQ0866'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST-SOUTHWEST OF
 DQ0866'HARBESON, 7.5 MI (12.1 KM) SOUTH OF ELLENDALE AND 2.5 MI (4.1 KM)
 DQ0866'WEST-NORTHWEST OF GEORGETOWN.
 DQ0866'
 DQ0866'TO REACH FROM THE INTERSECTION OF ROUTE 113 (DUPONT HIGHWAY) AND ROUTE
 DQ0866'18 (SEASHORE HIGHWAY) PROCEED WEST ALONG SEASHORE HIGHWAY FOR 1.6 MI
 DQ0866'(2.6 KM) TO THE MARK ON THE RIGHT AT THE INTERSECTION OF PIGLET PATH
 DQ0866'(522).
 DQ0866'
 DQ0866'IT IS 49.7 FT (15.1 M) NORTH OF THE CENTERLINE OF SEASHORE HIGHWAY,
 DQ0866'42.3 FT (12.9 M) WEST OF THE CENTERLINE OF PIGLET PATH, 26.3 FT (8.0
 DQ0866'M) EAST-NORTHEAST OF A POWER LINE POLE NUMBERED 78396, 20.8 FT (6.3 M)
 DQ0866'SOUTH OF A POWER LINE POLE NUMBERED 19653 AND ABOUT LEVEL WITH THE
 DQ0866'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3775 ***********************************************************************
 JU3775  DESIGNATION -  BAKER REAR RANGE LIGHT
 JU3775  PID         -  JU3775
 JU3775  STATE/COUNTY-  DE/NEW CASTLE
 JU3775  COUNTRY     -  US
 JU3775  USGS QUAD   -  DELAWARE CITY (2016)
 JU3775
 JU3775                         *CURRENT SURVEY CONTROL
 JU3775  ______________________________________________________________________
 JU3775* NAD 83(1991) POSITION- 39 32 27.09872(N) 075 34 11.49333(W)   ADJUSTED
 JU3775  ______________________________________________________________________
 JU3775  GEOID HEIGHT    -        -33.481 (meters)                     GEOID18
 JU3775  LAPLACE CORR    -         -2.98  (seconds)                    DEFLEC18
 JU3775  HORZ ORDER      -  THIRD
 JU3775
 JU3775.The horizontal coordinates were established by classical geodetic methods
 JU3775.and adjusted by the National Geodetic Survey in January 1992.
 JU3775
 JU3775.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3775.GEOID18 height accuracy estimate available here.
 JU3775
 JU3775.Click photographs - Photos may exist for this station.
 JU3775
 JU3775.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3775
 JU3775. The following values were computed from the NAD 83(1991) position.
 JU3775
 JU3775;                    North         East     Units Scale Factor Converg.
 JU3775;SPC DE       -   171,063.030   186,831.163   MT  0.99999713   -0 05 51.1
 JU3775;SPC DE       -   561,229.29    612,961.91   sFT  0.99999713   -0 05 51.1
 JU3775;SPC NJ       -    79,087.795    58,039.825   MT  1.00000409   -0 40 52.1
 JU3775;SPC NJ       -   259,473.87    190,418.99   sFT  1.00000409   -0 40 52.1
 JU3775;UTM  18      - 4,376,954.306   451,032.609   MT  0.99962952   -0 21 46.1
 JU3775
 JU3775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5103276954(NAD 83)
 JU3775
 JU3775                          SUPERSEDED SURVEY CONTROL
 JU3775
 JU3775  NAD 83(1986)-  39 32 27.09159(N)    075 34 11.50127(W) AD(       ) 3
 JU3775  NAD 27      -  39 32 26.68700(N)    075 34 12.77000(W) AD(       ) 3
 JU3775
 JU3775.Superseded values are not recommended for survey control.
 JU3775
 JU3775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3775.See file dsdata.pdf to determine how the superseded data were derived.
 JU3775
 JU3775_MARKER: 14 = NAVIGATION LIGHT
 JU3775_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3775
 JU3775  HISTORY     - Date     Condition        Report By
 JU3775  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3775  HISTORY     - 1946     GOOD             CGS
 JU3775  HISTORY     - 1984     GOOD             NOS
 JU3775  HISTORY     - 19910630 GOOD             USPSQD
 JU3775  HISTORY     - 20070929 GOOD             GEOCAC
 JU3775
 JU3775                          STATION DESCRIPTION
 JU3775
 JU3775'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3775'STATION RECOVERED IN GOOD CONDITION.  LIGHT IS IN ORIGINAL POSITION.
 JU3775
 JU3775                          STATION RECOVERY (1984)
 JU3775
 JU3775'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU3775'RECOVERED AS DESCRIBED.  THE LIGHT IS COAST GUARD LL  2190.
 JU3775
 JU3775                          STATION RECOVERY (1991)
 JU3775
 JU3775'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAR)
 JU3775'RECOVERED IN GOOD CONDITION.
 JU3775
 JU3775                          STATION RECOVERY (2007)
 JU3775
 JU3775'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 JU3775'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1460 ***********************************************************************
 JU1460  DESIGNATION -  BASIN
 JU1460  PID         -  JU1460
 JU1460  STATE/COUNTY-  DE/NEW CASTLE
 JU1460  COUNTRY     -  US
 JU1460  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1460
 JU1460                         *CURRENT SURVEY CONTROL
 JU1460  ______________________________________________________________________
 JU1460* NAD 83(1991) POSITION- 39 41 50.22055(N) 075 36 07.81374(W)   ADJUSTED
 JU1460* NAVD 88 ORTHO HEIGHT -     4.137 (meters)       13.57  (feet) POSTED
 JU1460  ______________________________________________________________________
 JU1460  GEOID HEIGHT    -        -32.990 (meters)                     GEOID18
 JU1460  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 JU1460  DYNAMIC HEIGHT  -          4.13  (meters)       13.5   (feet) COMP
 JU1460  MODELED GRAVITY -    980,169.0   (mgal)                       NAVD 88
 JU1460
 JU1460  HORZ ORDER      -  SECOND
 JU1460  VERT ORDER      -  * POSTED, SEE BELOW
 JU1460
 JU1460.This mark is at New Castle County Airport (ILG)
 JU1460
 JU1460.The horizontal coordinates were established by classical geodetic methods
 JU1460.and adjusted by the National Geodetic Survey in January 1992.
 JU1460
 JU1460.The orthometric height was determined by differential leveling
 JU1460.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU1460
 JU1460.* This is a POSTED BENCH MARK height.
 JU1460
 JU1460.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1460.GEOID18 height accuracy estimate available here.
 JU1460
 JU1460.Click photographs - Photos may exist for this station.
 JU1460
 JU1460.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1460
 JU1460.The dynamic height is computed by dividing the NAVD 88
 JU1460.geopotential number by the normal gravity value computed on the
 JU1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1460.degrees latitude (g = 980.6199 gals.).
 JU1460
 JU1460.The modeled gravity was interpolated from observed gravity values.
 JU1460
 JU1460. The following values were computed from the NAD 83(1991) position.
 JU1460
 JU1460;                    North         East     Units Scale Factor Converg.
 JU1460;SPC DE       -   188,435.384   184,089.460   MT  0.99999812   -0 07 06.6
 JU1460;SPC DE       -   618,225.09    603,966.84   sFT  0.99999812   -0 07 06.6
 JU1460;UTM  18      - 4,394,332.817   448,372.474   MT  0.99963281   -0 23 04.7
 JU1460
 JU1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1460!SPC DE       -   1.00000453  x   0.99999812  =   1.00000265
 JU1460!UTM  18      -   1.00000453  x   0.99963281  =   0.99963733
 JU1460
 JU1460:                Primary Azimuth Mark                     Grid Az
 JU1460:SPC DE       -  WILMINGTON ST HOSP SILVER TANK           073 14 37.3
 JU1460:UTM  18      -  WILMINGTON ST HOSP SILVER TANK           073 30 35.4
 JU1460
 JU1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4837294332(NAD 83)
 JU1460
 JU1460|---------------------------------------------------------------------|
 JU1460| PID    Reference Object                     Distance      Geod. Az  |
 JU1460|                                                           dddmmss.s |
 JU1460| JU3714 WILMINGTON ST HOSP SILVER TANK      APPROX. 2.4 KM 0730730.7 |
 JU1460| JU1461 BASIN RM 1                           10.902 METERS 08645     |
 JU1460| JU1462 BASIN RM 2                           10.464 METERS 14607     |
 JU1460|---------------------------------------------------------------------|
 JU1460
 JU1460                          SUPERSEDED SURVEY CONTROL
 JU1460
 JU1460  NAD 83(1986)-  39 41 50.21581(N)    075 36 07.82132(W) AD(       ) 2
 JU1460  NAD 27      -  39 41 49.80750(N)    075 36 09.08920(W) AD(       ) 2
 JU1460  NGVD 29               4.48   (m)           14.7    (f) LEVELING    3  
 JU1460  NGVD 29 (11/26/84)    4.486  (m)           14.72   (f) ADJUSTED    2 0
 JU1460
 JU1460.Superseded values are not recommended for survey control.
 JU1460
 JU1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1460.See file dsdata.pdf to determine how the superseded data were derived.
 JU1460
 JU1460_MARKER: DE = TRAVERSE STATION DISK
 JU1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1460_STAMPING: BASIN 1958
 JU1460_MARK LOGO: CGS
 JU1460_PROJECTION: FLUSH
 JU1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1460+STABILITY: SURFACE MOTION
 JU1460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1460+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1460
 JU1460  HISTORY     - Date     Condition        Report By
 JU1460  HISTORY     - 1958     MONUMENTED       CGS
 JU1460  HISTORY     - 1965     GOOD             CGS
 JU1460  HISTORY     - 1965     GOOD             CGS
 JU1460  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 JU1460  HISTORY     - 1977     GOOD             NGS
 JU1460  HISTORY     - 1981     GOOD             LOCENG
 JU1460  HISTORY     - 1981     GOOD             UDE
 JU1460  HISTORY     - 20040114 GOOD             URS
 JU1460  HISTORY     - 20130711 GOOD             DELCOS
 JU1460
 JU1460                          STATION DESCRIPTION
 JU1460
 JU1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JU1460'STATION IS LOCATED ABOUT 4.0 MILES SOUTHWEST OF THE POST
 JU1460'OFFICE IN WILMINGTON, AND ABOUT 1-1/2 MILE NORTH-NORTHWEST OF
 JU1460'THE NEW CASTLE COUNTY AIRPORT ADMINISTRATION BUILDING AND ABOUT
 JU1460'1.0 MILE SOUTH OF THE CHRISTIANA RIVER AT NEWPORT, ON THE EAST
 JU1460'SIDE OF BASIN ROAD ATOP OF HIGH BANK.  IT IS 40 FEET EAST OF
 JU1460'THE CENTERLINE OF BASIN ROAD, 23 FEET SOUTHEAST OF POWERLINE
 JU1460'POLE NO. 44, AND 3 FEET WEST OF WITNESS MARKER.  THE MARK IS
 JU1460'A STANDARD TRAVERSE DISK SET IN A 10 BY 10 INCH CONCRETE
 JU1460'MONUMENT.  SET FLUSH AND THE DISK IS STAMPED BASIN 1958.
 JU1460'
 JU1460'REFERENCE MARK NO. 1 IS 67 FEET EAST OF THE CENTERLINE OF
 JU1460'BASIN ROAD, 27 FEET WEST OF THE MOST NORTHERLY POWERLINE POLE,
 JU1460'3 FEET SOUTH OF CABLE GUYLINE.  THE MARK IS A STANDARD
 JU1460'TRIANGULATION REFERENCE MARK DISK SET IN A 10 BY 10 INCH
 JU1460'CONCRETE MONUMENT.  PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JU1460'BASIN NO 1 1958.
 JU1460'
 JU1460'REFERENCE MARK NO. 2 IS 42 FEET EAST OF THE CENTERLINE OF
 JU1460'BASIN ROAD, 45 FEET WEST OF THE MOST SOUTHERLY POWERLINE
 JU1460'POLE.  THE MARK IS A STANDARD TRIANGULATION REFERENCE MARK
 JU1460'DISK SET IN 10 BY 10 INCH CONCRETE MONUMENT.  SET FLUSH WITH
 JU1460'THE GROUND AND THE AND THE DISK IS STAMPED BASIN NO 2 1958.
 JU1460'
 JU1460'TO REACH FROM THE NEW CASTLE COUNTY AIRPORT ADMINISTRATION
 JU1460'BUILDING, GO NORTHEAST ON U.S. HIGHWAY NO. 13 AND 40 FOR 0.6
 JU1460'MILE TURN RIGHT ON CLOVERLEAF TO BASIN ROAD, AND GO NORTH ON
 JU1460'BASIN ROAD FOR 1.4 MILE TO A LARGE SIGN BOARD ON LEFT NEAR
 JU1460'ELECTRICAL POWER SUB-STATION AND STATION ON RIGHT AS DESCRIBED.
 JU1460'
 JU1460'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU1460
 JU1460                          STATION RECOVERY (1965)
 JU1460
 JU1460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 JU1460'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 JU1460'CONDITION.  REFERENCE MARK NO. 2 WAS RECOVERED BUT IT HAS BEEN
 JU1460'BUMPED AND HAS A DEFINITE TILT TO THE NORTH.  THE MONUMENT
 JU1460'IS SOLIDLY IN PLACE.  IT WAS LEFT IN ITS PRESENT CONDITION,
 JU1460'REMEASURED, CUT IN AND DESCRIBED.
 JU1460'
 JU1460'THE TOPOGRAPHY OF THE ENTIRE AREA AROUND THE STATION HAS
 JU1460'CHANGED DUE TO THE CONSTRUCTION OF ROADS AND A LARGE INTERCHANGE.
 JU1460'
 JU1460'A COMPLETE NEW DESCRIPTION FOLLOWS--
 JU1460'
 JU1460'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF THE POST
 JU1460'OFFICE IN WILMINGTON, ABOUT 1-1/2 MILES NORTH-NORTHWEST OF THE
 JU1460'GREATER WILMINGTON AIRPORT ADMINISTRATION BUILDING AND 0.95
 JU1460'MILE SOUTHEAST OF THE SOUTHEAST END OF THE CHRISTIANA RIVER
 JU1460'BRIDGE AT NEWPORT.  IT IS 61 FEET NORTH-NORTHWEST OF THE
 JU1460'APPROXIMATE CENTERLINE OF A CROSS-OVER ROAD, 41-1/2 FEET
 JU1460'NORTHWEST OF POWERLINE POLE NO. 44 1/4, 38 FEET EAST-NORTHEAST
 JU1460'OF THE CENTERLINE OF THE SOUTHEAST BOUND LANE OF STATE
 JU1460'HIGHWAYS 41 AND 141, 30 FEET SOUTH-SOUTHWEST OF POWERLINE
 JU1460'POLE NO. 44, 23-1/2 FEET EAST-SOUTHEAST OF THE LAST POST IN A
 JU1460'GUARD RAIL ALONG THE NORTHEAST SIDE OF THE ROAD AND 1 FOOT
 JU1460'WEST OF A STEEL WITNESS POST.  THE MONUMENT IS 8 INCHES
 JU1460'UNDERGROUND AND THE DISK IS STAMPED BASIN 1958.
 JU1460'
 JU1460'REFERENCE MARK NO. 1 IS 69 FEET EAST-NORTHEAST OF THE
 JU1460'CENTERLINE OF THE HIGHWAY, 54 FEET NORTH-NORTHWEST OF THE
 JU1460'APPROXIMATE CENTERLINE OF THE CROSS-OVER ROAD, 23 FEET NORTH
 JU1460'OF POWERLINE POLE NO. 44-1/4 AND 2 FEET SOUTHEAST OF A
 JU1460'GUY CABLE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 JU1460'STAMPED BASIN NO. 1 1958.
 JU1460'
 JU1460'REFERENCE MARK NO. 2 HAS A DEFINITE TILT TO THE NORTH.  IT
 JU1460'IS 39-1/2 FEET EAST-NORTHEAST OF THE CENTERLINE OF THE
 JU1460'HIGHWAY, 26 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE
 JU1460'OF THE CROSS-OVER ROAD AND 18 FEET WEST-SOUTHWEST OF POWERLINE
 JU1460'POLE NO. 44 1/4.  THE MONUMENT PROJECTS ABOUT 3 INCHES AND THE
 JU1460'DISK IS STAMPED BASIN NO. 2 1958.
 JU1460'
 JU1460'TO REACH THE STATION FROM THE SOUTHEAST END OF THE CHRISTIANA
 JU1460'RIVER BRIDGE AT NEWPORT, GO SOUTHEAST ON STATE HIGHWAYS 41
 JU1460'AND 141 FOR 0.75 MILE TO AN OVERPASS OVER THE JOHN F. KENNEDY
 JU1460'TURNPIKE (INTERSTATE 95).  CONTINUE AHEAD ON HIGHWAYS 41 AND
 JU1460'141 FOR 0.20 MILE TO A CROSSROAD, A POWERLINE ABOVE AND ACROSS
 JU1460'ROAD, AND THE STATION ON THE LEFT.
 JU1460'
 JU1460'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU1460
 JU1460                          STATION RECOVERY (1965)
 JU1460
 JU1460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JU1460'1 MI SE FROM NEWPORT.
 JU1460'0.75 MILE SOUTHEAST ALONG STATE HIGHWAYS 41 AND 141 FROM THE
 JU1460'SOUTHEAST END OF CHRISTINA RIVER BRIDGE AT NEWPORT TO AN OVERPASS
 JU1460'OVER INTERSTATE HIGHWAY 95, CONTINUE AHEAD ON HIGHWAYS 41 AND
 JU1460'141 FOR 0.2 MILE TO A CROSSROAD AND THE MARK ON THE LEFT.  IT
 JU1460'IS 61 FEET NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF A
 JU1460'CROSSOVER ROAD, 41 1/2 FEET NORTHWEST OF POWERLINE POLE NO. 44 1/4,
 JU1460'38 FEET EAST-NORTHEAST OF THE SOUTHEAST BOUND LANE OF THE HIGHWAY,
 JU1460'30 FEET SOUTH-SOUTHWEST OF POWERLINE POLE NO. 44, 23 1/2 FEET
 JU1460'EAST-SOUTHEAST OF THE LAST POST IN A GUARD RAIL, 1 FOOT WEST OF
 JU1460'A STEEL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST 6
 JU1460'INCHES UNDERGROUND.
 JU1460
 JU1460                          STATION RECOVERY (1976)
 JU1460
 JU1460'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 JU1460'RECOVERED BY BJ CAMPAGNA INC.
 JU1460'
 JU1460'STATION MARK WAS NOT FOUND EVEN THOUGH A TERTIARY SEARCH WAS
 JU1460'PERFORMED.
 JU1460'
 JU1460'RM 1 WAS FOUND AS DESCRIBED.
 JU1460'
 JU1460'RM 2 WAS FOUND DISTURBED.
 JU1460
 JU1460                          STATION RECOVERY (1977)
 JU1460
 JU1460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 JU1460'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 JU1460'CONDITION AS DESCRIBED IN THE 1965 DESCRIPTION.  THE DISTANCES
 JU1460'TO THE REFERENCE MARKS WERE CHECKED AND FOUND TO BE WITHIN
 JU1460'CLOSE AGREEMENT WITH THE 1965 MEASUREMENTS.  A NEW WITNESS
 JU1460'POST WAS SET 1 FOOT SOUTH OF REFERENCE MARK 2, THERE ARE NO
 JU1460'OTHER CHANGES AT THE STATION.
 JU1460
 JU1460                          STATION RECOVERY (1981)
 JU1460
 JU1460'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (WW)
 JU1460'BASIN 1958 RECOVERED IN GOOD CONDITION - UNDISTURBED - 8 INCHES
 JU1460'UNDERGROUND.
 JU1460'
 JU1460'R M NO. 1 RECOVERED IN GOOD CONDITION - UNDISTURBED - PROJECTS 4
 JU1460'INCHES.
 JU1460'
 JU1460'R M NO. 2 RECOVERED IN FAIR CONDITION - TILT TO THE NORTH - PROJECTS
 JU1460'4 INCHES.
 JU1460'
 JU1460'DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES SOUTHWESTERLY
 JU1460'FROM POST OFFICE - WILMINGTON.
 JU1460
 JU1460                          STATION RECOVERY (1981)
 JU1460
 JU1460'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1460'RECOVERED IN GOOD CONDITION.
 JU1460
 JU1460                          STATION RECOVERY (2004)
 JU1460
 JU1460'RECOVERY NOTE BY URS COMPANY 2004
 JU1460'RECOVERED IN GOOD CONDITION.
 JU1460
 JU1460                          STATION RECOVERY (2013)
 JU1460
 JU1460'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1460'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1461 ***********************************************************************
 JU1461  DESIGNATION -  BASIN RM 1
 JU1461  PID         -  JU1461
 JU1461  STATE/COUNTY-  DE/NEW CASTLE
 JU1461  COUNTRY     -  US
 JU1461  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1461
 JU1461                         *CURRENT SURVEY CONTROL
 JU1461  ______________________________________________________________________
 JU1461* NAD 83(1986) POSITION- 39 41 50.24   (N) 075 36 07.36   (W)   HD_HELD1
 JU1461* NAVD 88 ORTHO HEIGHT -     4.266 (meters)       14.00  (feet) POSTED
 JU1461  ______________________________________________________________________
 JU1461  GEOID HEIGHT    -        -32.990 (meters)                     GEOID18
 JU1461  DYNAMIC HEIGHT  -          4.26  (meters)       14.0   (feet) COMP
 JU1461  MODELED GRAVITY -    980,169.0   (mgal)                       NAVD 88
 JU1461
 JU1461  VERT ORDER      -  * POSTED, SEE BELOW
 JU1461
 JU1461.The horizontal coordinates were determined by differentially corrected
 JU1461.hand held GPS observations or other comparable positioning techniques
 JU1461.and have an estimated accuracy of +/- 3 meters.
 JU1461
 JU1461.The orthometric height was determined by differential leveling
 JU1461.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU1461
 JU1461.* This is a POSTED BENCH MARK height.
 JU1461
 JU1461.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1461.GEOID18 height accuracy estimate available here.
 JU1461
 JU1461.Click photographs - Photos may exist for this station.
 JU1461
 JU1461.The dynamic height is computed by dividing the NAVD 88
 JU1461.geopotential number by the normal gravity value computed on the
 JU1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1461.degrees latitude (g = 980.6199 gals.).
 JU1461
 JU1461.The modeled gravity was interpolated from observed gravity values.
 JU1461
 JU1461;                    North         East    Units  Estimated Accuracy
 JU1461;SPC DE       -   188,436.0     184,100.3     MT  (+/- 3 meters HH1 GPS) 
 JU1461
 JU1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4838394333(NAD 83)
 JU1461
 JU1461                          SUPERSEDED SURVEY CONTROL
 JU1461
 JU1461  NGVD 29 (11/26/84)    4.616  (m)           15.14   (f) ADJUSTED    2 0
 JU1461
 JU1461.Superseded values are not recommended for survey control.
 JU1461
 JU1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1461.See file dsdata.pdf to determine how the superseded data were derived.
 JU1461
 JU1461_MARKER: DR = REFERENCE MARK DISK
 JU1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1461_STAMPING: BASIN NO 1 1958
 JU1461_MARK LOGO: CGS
 JU1461_PROJECTION: PROJECTING 10 CENTIMETERS
 JU1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1461+STABILITY: SURFACE MOTION
 JU1461
 JU1461  HISTORY     - Date     Condition        Report By
 JU1461  HISTORY     - 1958     MONUMENTED       CGS
 JU1461  HISTORY     - 1965     GOOD             CGS
 JU1461  HISTORY     - 1981     GOOD             UDE
 JU1461
 JU1461                          STATION DESCRIPTION
 JU1461
 JU1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU1461'1 MI SE FROM NEWPORT.
 JU1461'35.8 FEET SOUTHEAST OF TRIANGULATION STATION BASIN 1958, DESCRIBED,
 JU1461'54 FEET NORTH-NORTHWEST OF THE CENTERLINE OF A CROSS-OVER ROAD,
 JU1461'69 FEET EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 23
 JU1461'FEET NORTH OF POWERLINE POLE NO. 44 1/4, 2 FEET SOUTH-SOUTHEAST
 JU1461'OF A GUY CABLE AND SET IN THE TOP OF A CONRETE POST PROJECTING
 JU1461'ABOUT 4 INCHES.
 JU1461
 JU1461                          STATION RECOVERY (1981)
 JU1461
 JU1461'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1461'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1462 ***********************************************************************
 JU1462  DESIGNATION -  BASIN RM 2
 JU1462  PID         -  JU1462
 JU1462  STATE/COUNTY-  DE/NEW CASTLE
 JU1462  COUNTRY     -  US
 JU1462  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1462
 JU1462                         *CURRENT SURVEY CONTROL
 JU1462  ______________________________________________________________________
 JU1462* NAD 83(1986) POSITION- 39 41 49.94   (N) 075 36 07.57   (W)   HD_HELD1
 JU1462* NAVD 88 ORTHO HEIGHT -     4.474 (meters)       14.68  (feet) POSTED
 JU1462  ______________________________________________________________________
 JU1462  GEOID HEIGHT    -        -32.990 (meters)                     GEOID18
 JU1462  DYNAMIC HEIGHT  -          4.47  (meters)       14.7   (feet) COMP
 JU1462  MODELED GRAVITY -    980,169.0   (mgal)                       NAVD 88
 JU1462
 JU1462  VERT ORDER      -  * POSTED, SEE BELOW
 JU1462
 JU1462.The horizontal coordinates were determined by differentially corrected
 JU1462.hand held GPS observations or other comparable positioning techniques
 JU1462.and have an estimated accuracy of +/- 3 meters.
 JU1462
 JU1462.The orthometric height was determined by differential leveling
 JU1462.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU1462
 JU1462.* This is a POSTED BENCH MARK height.
 JU1462
 JU1462.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1462.GEOID18 height accuracy estimate available here.
 JU1462
 JU1462.Click photographs - Photos may exist for this station.
 JU1462
 JU1462.The dynamic height is computed by dividing the NAVD 88
 JU1462.geopotential number by the normal gravity value computed on the
 JU1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1462.degrees latitude (g = 980.6199 gals.).
 JU1462
 JU1462.The modeled gravity was interpolated from observed gravity values.
 JU1462
 JU1462;                    North         East    Units  Estimated Accuracy
 JU1462;SPC DE       -   188,426.7     184,095.2     MT  (+/- 3 meters HH1 GPS) 
 JU1462
 JU1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4837894324(NAD 83)
 JU1462
 JU1462                          SUPERSEDED SURVEY CONTROL
 JU1462
 JU1462  NGVD 29 (11/26/84)    4.824  (m)           15.83   (f) ADJUSTED    2 0
 JU1462
 JU1462.Superseded values are not recommended for survey control.
 JU1462
 JU1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1462.See file dsdata.pdf to determine how the superseded data were derived.
 JU1462
 JU1462_MARKER: DR = REFERENCE MARK DISK
 JU1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1462_STAMPING: BASIN NO 2 1958
 JU1462_MARK LOGO: CGS
 JU1462_PROJECTION: FLUSH
 JU1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1462+STABILITY: SURFACE MOTION
 JU1462
 JU1462  HISTORY     - Date     Condition        Report By
 JU1462  HISTORY     - 1958     MONUMENTED       CGS
 JU1462  HISTORY     - 1965     POOR             CGS
 JU1462  HISTORY     - 1981     POOR             UDE
 JU1462
 JU1462                          STATION DESCRIPTION
 JU1462
 JU1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU1462'1 MI SE FROM NEWPORT.
 JU1462'THE MARK HAS A DEFINATE TILT TO THE NORTH AND THE MEASUREMENT
 JU1462'DID NOT CHECK.  (NOT RECOMMENDED FOR LEVELS) IT IS 34.3 FEET
 JU1462'SOUTHEAST OF TRIANGULATION STATION BASIN 1958, DESCRIBED, 39 1/2
 JU1462'FEET EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 26 FEET
 JU1462'NORTH-NORTHWEST OF A CROSS-OVER ROAD, 18 FEET WEST-SOUTHWEST OF
 JU1462'POWERLINE POLE NO. 44 1/4 AND SET IN THE TOP OF A CONCRETE POST
 JU1462'PROJECTING 3 INCHES.
 JU1462
 JU1462                          STATION RECOVERY (1981)
 JU1462
 JU1462'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1462'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1347 ***********************************************************************
 HU1347  DESIGNATION -  BAYSIDE LAB
 HU1347  PID         -  HU1347
 HU1347  STATE/COUNTY-  DE/SUSSEX
 HU1347  COUNTRY     -  US
 HU1347  USGS QUAD   -  LEWES (2016)
 HU1347
 HU1347                         *CURRENT SURVEY CONTROL
 HU1347  ______________________________________________________________________
 HU1347* NAD 83(1991) POSITION- 38 47 27.80089(N) 075 09 42.43862(W)   ADJUSTED
 HU1347* NAVD 88 ORTHO HEIGHT -     3.8   (meters)       12.    (feet) VERTCON3
 HU1347  ______________________________________________________________________
 HU1347  GEOID HEIGHT    -        -35.605 (meters)                     GEOID18
 HU1347  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 HU1347  HORZ ORDER      -  SECOND
 HU1347
 HU1347.The horizontal coordinates were established by classical geodetic methods
 HU1347.and adjusted by the National Geodetic Survey in January 1992.
 HU1347
 HU1347.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1347
 HU1347.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1347.GEOID18 height accuracy estimate available here.
 HU1347
 HU1347.Click photographs - Photos may exist for this station.
 HU1347
 HU1347.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1347
 HU1347. The following values were computed from the NAD 83(1991) position.
 HU1347
 HU1347;                    North         East     Units Scale Factor Converg.
 HU1347;SPC DE       -    87,840.759   222,143.874   MT  1.00000104   +0 09 34.8
 HU1347;SPC DE       -   288,190.89    728,817.03   sFT  1.00000104   +0 09 34.8
 HU1347;UTM  18      - 4,293,602.665   485,949.335   MT  0.99960243   -0 06 04.9
 HU1347
 HU1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1347!SPC DE       -   1.00000500  x   1.00000104  =   1.00000604
 HU1347!UTM  18      -   1.00000500  x   0.99960243  =   0.99960742
 HU1347
 HU1347:                Primary Azimuth Mark                     Grid Az
 HU1347:SPC DE       -  MILITARY                                 107 28 15.1
 HU1347:UTM  18      -  MILITARY                                 107 43 54.8
 HU1347
 HU1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8594993602(NAD 83)
 HU1347
 HU1347|---------------------------------------------------------------------|
 HU1347| PID    Reference Object                     Distance      Geod. Az  |
 HU1347|                                                           dddmmss.s |
 HU1347| HU1318 MILITARY                            APPROX. 5.6 KM 1073749.9 |
 HU1347| HU1349 DE VRIES 1933 AZ MK                 259.675 METERS 11738     |
 HU1347| DC7812 BAYSIDE LAB RM 1                     17.676 METERS 20238     |
 HU1347| DC7811 BAYSIDE LAB AZ MK                                  2374423.2 |
 HU1347| DC7813 BAYSIDE LAB RM 2                     22.799 METERS 29059     |
 HU1347|---------------------------------------------------------------------|
 HU1347
 HU1347                          SUPERSEDED SURVEY CONTROL
 HU1347
 HU1347  NAD 83(1986)-  38 47 27.78905(N)    075 09 42.44732(W) AD(       ) 2
 HU1347  NAD 27      -  38 47 27.38690(N)    075 09 43.78233(W) AD(       ) 2
 HU1347  NGVD 29 (07/19/86)    4.0    (m)           13.     (f) VERT ANG       
 HU1347
 HU1347.Superseded values are not recommended for survey control.
 HU1347
 HU1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1347.See file dsdata.pdf to determine how the superseded data were derived.
 HU1347
 HU1347_MARKER: DS = TRIANGULATION STATION DISK
 HU1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1347_STAMPING: BAYSIDE LAB 1962
 HU1347_MARK LOGO: CGS
 HU1347_PROJECTION: PROJECTING 5 CENTIMETERS
 HU1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1347+STABILITY: SURFACE MOTION
 HU1347
 HU1347  HISTORY     - Date     Condition        Report By
 HU1347  HISTORY     - 1962     MONUMENTED       CGS
 HU1347  HISTORY     - 1970     GOOD             NGS
 HU1347  HISTORY     - 1980     GOOD             LOCENG
 HU1347
 HU1347                          STATION DESCRIPTION
 HU1347
 HU1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1347'THE STATION IS LOCATED ABOUT 1.75 MILES NORTHWEST OF LEWES,
 HU1347'DELAWARE, ON THE NORTHWEST SIDE OF THE ROSEVELT INLET ON PROPERTY
 HU1347'OWNED BY UNIVERSITY OF DELAWARE, MARINE LAB IN NEWARK,
 HU1347'DELAWARE.  PERMISSION WAS GRANTED BY DR. SHUSTER.
 HU1347'
 HU1347'TO REACH THE STATION FROM THE POST OFFICE IN LEWES, DELAWARE,
 HU1347'GO NORTHERLY ON PILOTTOWN ROAD WHICH IS ON THE WEST SIDE OF
 HU1347'THE CANAL FOR 1.6 MILES TO A BRIDGE AND END OF ASPHALT,
 HU1347'CONTINUE STRAIGHT AHEAD ON GRAVELED ROAD FOR 0.05 MILE TO A
 HU1347'Y-FORK, TURN SHARP RIGHT AND GO 0.05 MILE TO A SIDE ROAD RIGHT,
 HU1347'TURN RIGHT AND GO 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT
 HU1347'AND THE END OF THE ROAD.  HERE YOU CALL ACROSS FROM THE
 HU1347'TELEPHONE ON THE POLE NEXT TO THE DOCK AND THEY WILL HAUL YOU
 HU1347'ACROSS THE CANAL IN A BOAT.
 HU1347'
 HU1347'STATION IS A STANDARD DISK SET IN THE TOP OF A 12 X 12 INCH
 HU1347'CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES ABOVE THE
 HU1347'SURFACE OF THE GROUND, STAMPED BAYSIDE LAB 1962.  IT IS 92.0
 HU1347'FEET EAST OF THE SOUTHEAST CORNER OF THE LAB BUILDING AND
 HU1347'23.0 FEET NORTH-NORTHWEST OF A WOODEN FLAG POLE.
 HU1347'
 HU1347'REFERENCE MARK 1 IS A STANDARD DISK SET IN THE TOP OF A
 HU1347'12 X 12 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 HU1347'OF THE GROUND, STAMPED BAYSIDE LAB NO 1 1962.  IT IS 104.7
 HU1347'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF LAB BUILDING
 HU1347'AND 51.5 FEET SOUTHWEST OF WOODEN FLAG POLE.
 HU1347'
 HU1347'REFERENCE MARK 2 IS A STANDARD DISK SET IN A 5 X 5 FOOT
 HU1347'FOUNDATION IN THE SOUTHEAST CORNER OF THE FOUNDATION WHICH IS FLUSH
 HU1347'WITH THE SURFACE OF THE GROUND, STAMPED BAYSIDE LAB NO 2 1962.  IT
 HU1347'IS 68.6 FEET SOUTH OF THE SOUTHEAST LEG OF A WOODEN WATER TANK AND
 HU1347'17.9 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE LAB BUILDING.
 HU1347'
 HU1347'AZIMUTH MARK IS A STANDARD DISK SET IN THE SOUTHEAST CORNER
 HU1347'OF A 7 X 7 FOOT CONCRETE FOUNDATION WHICH IS FLUSH WITH THE
 HU1347'SURFACE OF THE GROUND, STAMPED BAYSIDE LAB 1962.  IT IS 19.0
 HU1347'FEET SOUTH OF THE APPROXIMATE CENTER OF ROAD, 9.8 FEET WEST OF
 HU1347'POWERLINE POLE WITH METER ON IT, 7.0 FEET EAST OF THE WEST
 HU1347'SIDE OF FOUNDATION AND 2.2 FEET NORTH OF A STANDARD METAL
 HU1347'WITNESS POST AND MARKER.
 HU1347'
 HU1347'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HU1347
 HU1347                          STATION RECOVERY (1970)
 HU1347
 HU1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1347'STATION MARK, REFERENCE MARKS AND AZIMUTHS MARKS WERE RECOVERED
 HU1347'IN GOOD CONDITION.  DE VRIES AZIMUTH MARK HAS BEEN DESTROYED.  THE
 HU1347'ORIGINAL DESCRIPTION IS ADEQUATE.
 HU1347
 HU1347                          STATION RECOVERY (1980)
 HU1347
 HU1347'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (WW)
 HU1347'RECOVERED BY VANDEMARK LYNCH INC.
 HU1347'
 HU1347'BAYSIDE LAB-1962 GOOD.
 HU1347'
 HU1347'BAYSIDE LAB NO. 1-1962 GOOD.
 HU1347'
 HU1347'BAYSIDE LAB NO. 2-1962 GOOD.
 HU1347'
 HU1347'AZIMUTH MARK-BAYSIDE LAB 1962 GOOD.
 HU1347'
 HU1347'STATION AND REFERENCE MARKS ADEQUATELY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN9215 ***********************************************************************
 DN9215  DESIGNATION -  BB3
 DN9215  PID         -  DN9215
 DN9215  STATE/COUNTY-  DE/SUSSEX
 DN9215  COUNTRY     -  US
 DN9215  USGS QUAD   -  LEWES (2016)
 DN9215
 DN9215                         *CURRENT SURVEY CONTROL
 DN9215  ______________________________________________________________________
 DN9215* NAD 83(1986) POSITION- 38 49 37.41   (N) 075 12 48.42   (W)   HD_HELD1
 DN9215* NAVD 88 ORTHO HEIGHT -     3.071 (meters)       10.08  (feet) ADJUSTED
 DN9215  ______________________________________________________________________
 DN9215  GEOID HEIGHT    -        -35.552 (meters)                     GEOID18
 DN9215  DYNAMIC HEIGHT  -          3.069 (meters)       10.07  (feet) COMP
 DN9215  MODELED GRAVITY -    980,040.9   (mgal)                       NAVD 88
 DN9215
 DN9215  VERT ORDER      -  FIRST     CLASS II
 DN9215
 DN9215.The horizontal coordinates were determined by differentially corrected
 DN9215.hand held GPS observations or other comparable positioning techniques
 DN9215.and have an estimated accuracy of +/- 3 meters.
 DN9215
 DN9215.The orthometric height was determined by differential leveling and
 DN9215.adjusted by the NATIONAL GEODETIC SURVEY
 DN9215.in January 2013.
 DN9215
 DN9215.No vertical observational check was made to the station.
 DN9215
 DN9215.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9215.GEOID18 height accuracy estimate available here.
 DN9215
 DN9215.Click photographs - Photos may exist for this station.
 DN9215
 DN9215.The dynamic height is computed by dividing the NAVD 88
 DN9215.geopotential number by the normal gravity value computed on the
 DN9215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9215.degrees latitude (g = 980.6199 gals.).
 DN9215
 DN9215.The modeled gravity was interpolated from observed gravity values.
 DN9215
 DN9215;                    North         East    Units  Estimated Accuracy
 DN9215;SPC DE       -    91,826.2     217,646.6     MT  (+/- 3 meters HH1 GPS) 
 DN9215
 DN9215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8147297606(NAD 83)
 DN9215
 DN9215                          SUPERSEDED SURVEY CONTROL
 DN9215
 DN9215.No superseded survey control is available for this station.
 DN9215
 DN9215_MARKER: DD = SURVEY DISK
 DN9215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN9215_STAMPING: BB3 2000
 DN9215_MARK LOGO: USACE
 DN9215_PROJECTION: FLUSH
 DN9215_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN9215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN9215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9215+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2012
 DN9215
 DN9215  HISTORY     - Date     Condition        Report By
 DN9215  HISTORY     - 20000101 MONUMENTED       USACE
 DN9215  HISTORY     - 20120405 GOOD             USFWS
 DN9215
 DN9215                          STATION DESCRIPTION
 DN9215
 DN9215'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2012 (MJH)
 DN9215'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTH-NORTHEAST OF
 DN9215'HARBESON, 6.2 MI (10.0 KM) EAST-NORTHEAST OF MILTON AND 5.4 MI (8.7
 DN9215'KM) NORTHWEST OF LEWES.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN9215'
 DN9215'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 1 AND DELAWARE ROUTE
 DN9215'16 PROCEED NORTHEASTERLY ALONG DELAWARE ROUTE 16 FOR 3.9 MI (6.3 KM)
 DN9215'TO THE STATION ON THE LEFT AT THE WESTERLY END OF A BRIDGE OVER A
 DN9215'DRAINAGE DITCH JUST WEST OF BROADKILL BEACH.
 DN9215'
 DN9215'IT IS 52.9 M (173.6 FT) NORTHEAST OF THE SOUTHERLY END OF THE
 DN9215'GUARDRAIL ON THE NORTHWEST SIDE OF ROUTE 16, 38.6 M (126.6 FT)
 DN9215'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE DRAINAGE DITCH, 17.4 M (57.1
 DN9215'FT) NORTHWEST OF A UTILITY POLE NUMBERED 45982, 11.9 M (39.0 FT)
 DN9215'WEST-NORTHWEST OF THE SOUTHWESTERLY END OF A CONCRETE WALL ON THE
 DN9215'SOUTHEASTERLY SIDE OF ROUTE 16, 4.6 M (15.1 FT) SOUTH-SOUTHWEST OF THE
 DN9215'SOUTHWESTERLY END OF A CONCRETE WALL ON THE NORTHWESTERLY SIDE OF
 DN9215'ROUTE 16 AND SET IN THE TOP OF A 30-CM (12 INCH) ROUND CONCRETE POST
 DN9215'AND ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2683 ***********************************************************************
 HU2683  DESIGNATION -  BDRY MON 30 DE MD=BURRS RESET
 HU2683  PID         -  HU2683
 HU2683  STATE/COUNTY-  DE/KENT
 HU2683  COUNTRY     -  US
 HU2683  USGS QUAD   -  BURRSVILLE (2016)
 HU2683
 HU2683                         *CURRENT SURVEY CONTROL
 HU2683  ______________________________________________________________________
 HU2683* NAD 83(1991) POSITION- 38 53 42.55292(N) 075 43 40.72414(W)   ADJUSTED
 HU2683* NAVD 88 ORTHO HEIGHT -    16.255 (meters)       53.33  (feet) ADJUSTED
 HU2683  ______________________________________________________________________
 HU2683  GEOID HEIGHT    -        -34.987 (meters)                     GEOID18
 HU2683  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 HU2683  DYNAMIC HEIGHT  -         16.246 (meters)       53.30  (feet) COMP
 HU2683  MODELED GRAVITY -    980,039.9   (mgal)                       NAVD 88
 HU2683
 HU2683  HORZ ORDER      -  THIRD
 HU2683  VERT ORDER      -  SECOND    CLASS I
 HU2683
 HU2683.The horizontal coordinates were established by classical geodetic methods
 HU2683.and adjusted by the National Geodetic Survey in January 1992.
 HU2683
 HU2683.The orthometric height was determined by differential leveling and
 HU2683.adjusted by the NATIONAL GEODETIC SURVEY
 HU2683.in December 2004.
 HU2683
 HU2683.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2683.GEOID18 height accuracy estimate available here.
 HU2683
 HU2683.Click photographs - Photos may exist for this station.
 HU2683
 HU2683.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2683
 HU2683.The dynamic height is computed by dividing the NAVD 88
 HU2683.geopotential number by the normal gravity value computed on the
 HU2683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2683.degrees latitude (g = 980.6199 gals.).
 HU2683
 HU2683.The modeled gravity was interpolated from observed gravity values.
 HU2683
 HU2683. The following values were computed from the NAD 83(1991) position.
 HU2683
 HU2683;                    North         East     Units Scale Factor Converg.
 HU2683;SPC DE       -    99,412.069   172,992.490   MT  1.00000398   -0 11 43.7
 HU2683;SPC DE       -   326,154.43    567,559.53   sFT  1.00000398   -0 11 43.7
 HU2683;SPC MD       -   137,136.094   510,343.949   MT  0.99994990   +0 47 54.1
 HU2683;SPC MD       -   449,920.67  1,674,353.44   sFT  0.99994990   +0 47 54.1
 HU2683;UTM  18      - 4,305,393.598   436,869.739   MT  0.99964907   -0 27 25.6
 HU2683
 HU2683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2683!SPC DE       -   1.00000294  x   1.00000398  =   1.00000692
 HU2683!SPC MD       -   1.00000294  x   0.99994990  =   0.99995284
 HU2683!UTM  18      -   1.00000294  x   0.99964907  =   0.99965201
 HU2683
 HU2683:                Primary Azimuth Mark                     Grid Az
 HU2683:SPC DE       -  BURRS RM 1 AZIMUTH                       073 16 44.7
 HU2683:SPC MD       -  BURRS RM 1 AZIMUTH                       072 17 06.9
 HU2683:UTM  18      -  BURRS RM 1 AZIMUTH                       073 32 26.6
 HU2683
 HU2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3686905393(NAD 83)
 HU2683
 HU2683|---------------------------------------------------------------------|
 HU2683| PID    Reference Object                     Distance      Geod. Az  |
 HU2683|                                                           dddmmss.s |
 HU2683| DC7869 BURRS RM 1 AZIMUTH                                 0730501.0 |
 HU2683| HU2684 BURRS AZ MK RESET                   APPROX. 0.6 KM 0834105.5 |
 HU2683| HU2702 BURRS RM 2                           29.633 METERS 08654     |
 HU2683| HU2703 BURRS RM 3                           23.177 METERS 18418     |
 HU2683| HU2004 BURRS RM 4                           25.047 METERS 20416     |
 HU2683|---------------------------------------------------------------------|
 HU2683
 HU2683                          SUPERSEDED SURVEY CONTROL
 HU2683
 HU2683  NAD 83(1986)-  38 53 42.54554(N)    075 43 40.73866(W) AD(       ) 3
 HU2683  NAD 27      -  38 53 42.13640(N)    075 43 41.99480(W) AD(       ) 2
 HU2683
 HU2683.Superseded values are not recommended for survey control.
 HU2683
 HU2683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2683.See file dsdata.pdf to determine how the superseded data were derived.
 HU2683
 HU2683_MARKER: DH = HORIZONTAL CONTROL DISK
 HU2683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2683_STAMPING: BOUNDARY MONUMENT BURRS 1934 1983
 HU2683_MARK LOGO: NGS
 HU2683_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU2683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2683+STABILITY: SURFACE MOTION
 HU2683_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2683+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 HU2683
 HU2683  HISTORY     - Date     Condition        Report By
 HU2683  HISTORY     - 1983     MONUMENTED       NGS
 HU2683  HISTORY     - 20021029 GOOD             MDSHA
 HU2683
 HU2683                          STATION DESCRIPTION
 HU2683
 HU2683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HU2683'THE STATION IS LOCATED ABOUT 9.65 KM (6.00 MI) EAST OF DENTON, 9.65 KM
 HU2683'(6.00 MI) NORTH-NORTHWEST OF ADAMSVILLE AND IN THE SMALL VILLAGE OF
 HU2683'BURRSVILLE.  OWNERSHIP--MR. AND MRS. HAROLD HAMMON, BURRSVILLE,
 HU2683'MARYLAND.
 HU2683'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 404 AND 313 IN
 HU2683'DENTON, GO NORTH ON STATE HIGHWAY 313 FOR 2.35 KM (1.45 MI) TO A SIDE
 HU2683'ROAD RIGHT.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 317 FOR 7.25 KM
 HU2683'(4.50 MI) TO A CROSSROADS NEAR THE CENTER OF THE SMALL VILLAGE OF
 HU2683'BURRSVILLE.  CONTINUE EAST ON STATE HIGHWAY 317 FOR 0.15 KM (0.10 MI)
 HU2683'TO THE STATION ON THE RIGHT.
 HU2683'THE DISK IS SET IN THE TOP OF THE 0.56 M (1.8 FT) ROUND CONCRETE
 HU2683'MONUMENT WHICH IS RECESSED 0.33 M (1.1 FT) BELOW THE SURFACE OF THE
 HU2683'GROUND.  IT IS 34.15 M (112.0 FT) WEST OF THE CENTER OF A PRIVATE
 HU2683'LANE, 41.45 M (136.0 FT) SOUTH OF THE CENTER OF STATE HIGHWAY 317,
 HU2683'29.65 M (97.3 FT) WEST OF A WITNESS POST, 8.43 M (27.7 FT) WEST OF A
 HU2683'ELM TREE WITH FIVE TRUNKS AND 2.45 M (8.0 FT) EAST OF A DITCH.
 HU2683
 HU2683                          STATION RECOVERY (2002)
 HU2683
 HU2683'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2002 (SFK)
 HU2683'THE STATION MARK, REFERENCE MARK NO 2 AND BURRS AZIMUTH RESET WERE
 HU2683'RECOVERED IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARK NO 3 WAS
 HU2683'SEARCHED FOR AND NOT RECOVERED, REFERENCE MARK NO 4 APPEARS TO BE
 HU2683'LOCATED UNDER SEVERAL ABANDONDED AUTOMOBILES AND WAS UNABLE TO BE
 HU2683'SEARCHED FOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DI0948 ***********************************************************************
 DI0948  DESIGNATION -  BEEBE
 DI0948  PID         -  DI0948
 DI0948  STATE/COUNTY-  DE/SUSSEX
 DI0948  COUNTRY     -  US
 DI0948  USGS QUAD   -  LEWES (2016)
 DI0948
 DI0948                         *CURRENT SURVEY CONTROL
 DI0948  ______________________________________________________________________
 DI0948* NAD 83(2011) POSITION- 38 47 20.12527(N) 075 09 34.44167(W)   ADJUSTED
 DI0948* NAD 83(2011) ELLIP HT-   -33.418 (meters)        (06/27/12)   ADJUSTED
 DI0948* NAD 83(2011) EPOCH   -  2010.00
 DI0948* NAVD 88 ORTHO HEIGHT -     2.189 (meters)        7.18  (feet) ADJUSTED
 DI0948  ______________________________________________________________________
 DI0948  GEOID HEIGHT    -        -35.608 (meters)                     GEOID18
 DI0948  NAD 83(2011) X  -  1,275,008.652 (meters)                     COMP
 DI0948  NAD 83(2011) Y  - -4,811,961.948 (meters)                     COMP
 DI0948  NAD 83(2011) Z  -  3,974,058.639 (meters)                     COMP
 DI0948  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 DI0948  DYNAMIC HEIGHT  -          2.188 (meters)        7.18  (feet) COMP
 DI0948  MODELED GRAVITY -    980,039.5   (mgal)                       NAVD 88
 DI0948
 DI0948  VERT ORDER      -  SECOND    CLASS II
 DI0948
 DI0948  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0948  Standards:
 DI0948         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0948            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0948  -------------------------------------------------------------------
 DI0948  NETWORK    0.88   1.18           0.39   0.32   0.60     -0.13848025
 DI0948  -------------------------------------------------------------------
 DI0948  Click here for local accuracies and other accuracy information.
 DI0948
 DI0948.The horizontal coordinates were established by GPS observations
 DI0948.and adjusted by the National Geodetic Survey in June 2012.
 DI0948
 DI0948.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0948.been affixed to the stable North American tectonic plate. See 
 DI0948.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0948
 DI0948.The horizontal coordinates are valid at the epoch date displayed above
 DI0948.which is a decimal equivalence of Year/Month/Day.
 DI0948
 DI0948.The orthometric height was determined by differential leveling and
 DI0948.adjusted by the NATIONAL GEODETIC SURVEY
 DI0948.in September 2008.
 DI0948
 DI0948.No vertical observational check was made to the station.
 DI0948
 DI0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0948.GEOID18 height accuracy estimate available here.
 DI0948
 DI0948.Click photographs - Photos may exist for this station.
 DI0948
 DI0948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0948
 DI0948.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0948
 DI0948.The ellipsoidal height was determined by GPS observations
 DI0948.and is referenced to NAD 83.
 DI0948
 DI0948.The dynamic height is computed by dividing the NAVD 88
 DI0948.geopotential number by the normal gravity value computed on the
 DI0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0948.degrees latitude (g = 980.6199 gals.).
 DI0948
 DI0948.The modeled gravity was interpolated from observed gravity values.
 DI0948
 DI0948. The following values were computed from the NAD 83(2011) position.
 DI0948
 DI0948;                    North         East     Units Scale Factor Converg.
 DI0948;SPC DE       -    87,604.610   222,337.533   MT  1.00000114   +0 09 39.8
 DI0948;SPC DE       -   287,416.12    729,452.39   sFT  1.00000114   +0 09 39.8
 DI0948;UTM  18      - 4,293,365.731   486,141.840   MT  0.99960236   -0 05 59.9
 DI0948
 DI0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0948!SPC DE       -   1.00000524  x   1.00000114  =   1.00000638
 DI0948!UTM  18      -   1.00000524  x   0.99960236  =   0.99960760
 DI0948
 DI0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8614193365(NAD 83)
 DI0948
 DI0948                          SUPERSEDED SURVEY CONTROL
 DI0948
 DI0948  NAD 83(2007)-  38 47 20.12567(N)    075 09 34.44279(W) AD(2002.00) B
 DI0948  ELLIP H (04/30/09)  -33.374  (m)                       GP(2002.00) 4 2
 DI0948  NAD 83(1991)-  38 47 20.12565(N)    075 09 34.44265(W) AD(       ) B
 DI0948  ELLIP H (08/09/06)  -33.389  (m)                       GP(       ) 4 2
 DI0948  NAVD 88 (08/09/06)    2.2    (m)  GEOID03  model used  GPS OBS        
 DI0948
 DI0948.Superseded values are not recommended for survey control.
 DI0948
 DI0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0948.See file dsdata.pdf to determine how the superseded data were derived.
 DI0948
 DI0948_MARKER: DD = SURVEY DISK
 DI0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0948_STAMPING: BEEBE 2005
 DI0948_MARK LOGO: NONE
 DI0948_PROJECTION: FLUSH
 DI0948_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0948+STABILITY: SURFACE MOTION
 DI0948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0948+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2014
 DI0948
 DI0948  HISTORY     - Date     Condition        Report By
 DI0948  HISTORY     - 20050110 MONUMENTED       DE0280
 DI0948  HISTORY     - 20080701 GOOD             DEDT
 DI0948  HISTORY     - 20140917 GOOD             BASE9
 DI0948
 DI0948                          STATION DESCRIPTION
 DI0948
 DI0948'DESCRIBED BY CITY OF LEWES DELAWARE 2005 (AWR)
 DI0948'THE STATION IS LOCATED IN LEWES, 1.49 MI (2.4 KM) NORTHWEST OF THE
 DI0948'MAIN POST OFFICE, 2.26 MI  (3.64 KM) WEST OF THE DELAWARE RIVER AND
 DI0948'BAY AUTHORITY FERRY TERMINAL, 1.54 MI (2.48 KM)  NORTH-NORTHWEST OF
 DI0948'THE BEEBE MEDICAL CENTER.  THE STATION IS LOCATED ON CITY OF LEWES
 DI0948'RIGHT-OF-WAY.
 DI0948'
 DI0948'TO REACH THE STATION FROM THE MAIN POST OFFICE IN LEWES, PROCEED 285
 DI0948'FEET (86.87 M)  SOUTHEAST ON FRONT STREET TO THE INTERSECTION OF
 DI0948'SAVANNAH ROAD, THEN PROCEED 0.41 MI  (0.66 KM) NORTHEAST ON SAVANNAH
 DI0948'ROAD TO THE JUNCTION OF CEDAR STREET, THEN PROCEED  1.55 MI (2.5 KM)
 DI0948'NORTHWEST ON CEDAR STREET TO THE END OF STREET AND STATION BEYOND THE
 DI0948'BARRIERS.
 DI0948'
 DI0948'THE STATION IS 12.3 FEET (3.75 M) SOUTH OF THE CENTERLINE OF CEDAR
 DI0948'STREET EXTENDED, 17.7  FEET (5.39 M) EAST OF A DISTURBED US ARMY CORP
 DI0948'OF ENGINEERS MARK STAMPED 1+ 28.14, AND 57.5  FEET (17.53 M) NORTHWEST
 DI0948'OF A 4 INCH (102 MM) DIAMETER FENCE CORNER POST AT THE  NORTHERLY
 DI0948'CORNER OF A FENCE SURROUNDING THE LEWES YACHT CLUB MARINA.  THE
 DI0948'STATION IS A CENTER PUNCHED BRONZE DISK SET IN THE TOP OF A 1 FOOT (30
 DI0948'CM) DIAMETER  CONCRETE POST.
 DI0948
 DI0948                          STATION RECOVERY (2008)
 DI0948
 DI0948'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 DI0948'THE STATION IS LOCATED IN LEWES, 1.49 MI (2.4 KM) NORTHWEST OF THE
 DI0948'MAIN POST OFFICE, 2.26 MI  (3.64 KM) WEST OF THE DELAWARE RIVER AND
 DI0948'BAY AUTHORITY FERRY TERMINAL, 1.54 MI (2.48 KM)  NORTH-NORTHWEST OF
 DI0948'THE BEEBE MEDICAL CENTER.  THE STATION IS LOCATED ON CITY OF LEWES
 DI0948'RIGHT-OF-WAY.
 DI0948'
 DI0948'TO REACH THE STATION FROM THE MAIN POST OFFICE IN LEWES, PROCEED 285
 DI0948'FEET (86.87 M)  SOUTHEAST ON FRONT STREET TO THE INTERSECTION OF
 DI0948'SAVANNAH ROAD, THEN PROCEED 0.41 MI  (0.66 KM) NORTHEAST ON SAVANNAH
 DI0948'ROAD TO THE JUNCTION OF CEDAR STREET, THEN PROCEED  1.55 MI (2.5 KM)
 DI0948'NORTHWEST ON CEDAR STREET TO THE END OF STREET AND STATION BEYOND THE
 DI0948'BARRIERS.
 DI0948'
 DI0948'THE STATION IS 12.3 FEET (3.75 M) SOUTH OF THE CENTERLINE OF CEDAR
 DI0948'STREET EXTENDED, 17.7  FEET (5.39 M) EAST OF A DISTURBED US ARMY CORP
 DI0948'OF ENGINEERS MARK 1+ 28.14, AND 57.5  FEET (17.53 M) NORTHWEST OF A 4
 DI0948'INCH (102 MM) DIAMETER FENCE CORNER POST AT THE  NORTHERLY CORNER OF A
 DI0948'FENCE SURROUNDING THE LEWES YACHT CLUB MARINA.  THE STATION IS SET IN
 DI0948'THE TOP OF A 1 FOOT (30 CM) DIAMETER  CONCRETE POST.
 DI0948
 DI0948                          STATION RECOVERY (2014)
 DI0948
 DI0948'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2014 (DRD)
 DI0948'THE MARK IS 1.14 M (0.3 FT) WEST OF THE WEST FACE OF A CONCRETE
 DI0948'BARRICADE ON THE WEST SIDE OF CEDAR AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3684 ***********************************************************************
 JU3684  DESIGNATION -  BELLEVUE FRONT RANGE LIGHT
 JU3684  PID         -  JU3684
 JU3684  STATE/COUNTY-  DE/NEW CASTLE
 JU3684  COUNTRY     -  US
 JU3684  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3684
 JU3684                         *CURRENT SURVEY CONTROL
 JU3684  ______________________________________________________________________
 JU3684* NAD 83(1991) POSITION- 39 44 07.33928(N) 075 30 14.31526(W)   ADJUSTED
 JU3684  ______________________________________________________________________
 JU3684  GEOID HEIGHT    -        -32.997 (meters)                     GEOID18
 JU3684  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 JU3684  HORZ ORDER      -  THIRD
 JU3684
 JU3684.The horizontal coordinates were established by classical geodetic methods
 JU3684.and adjusted by the National Geodetic Survey in January 1992.
 JU3684
 JU3684.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3684.GEOID18 height accuracy estimate available here.
 JU3684
 JU3684.Click photographs - Photos may exist for this station.
 JU3684
 JU3684.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3684
 JU3684. The following values were computed from the NAD 83(1991) position.
 JU3684
 JU3684;                    North         East     Units Scale Factor Converg.
 JU3684;SPC DE       -   192,651.495   192,515.616   MT  0.99999569   -0 03 20.9
 JU3684;SPC DE       -   632,057.45    631,611.65   sFT  0.99999569   -0 03 20.9
 JU3684;SPC NJ       -   100,617.141    63,944.338   MT  0.99999114   -0 38 30.6
 JU3684;SPC NJ       -   330,108.07    209,790.72   sFT  0.99999114   -0 38 30.6
 JU3684;UTM  18      - 4,398,508.186   456,815.015   MT  0.99962296   -0 19 19.8
 JU3684
 JU3684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5681598508(NAD 83)
 JU3684
 JU3684                          SUPERSEDED SURVEY CONTROL
 JU3684
 JU3684  NAD 83(1986)-  39 44 07.33749(N)    075 30 14.32146(W) AD(       ) 3
 JU3684  NAD 27      -  39 44 06.93100(N)    075 30 15.61200(W) AD(       ) 3
 JU3684
 JU3684.Superseded values are not recommended for survey control.
 JU3684
 JU3684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3684.See file dsdata.pdf to determine how the superseded data were derived.
 JU3684
 JU3684_MARKER: 14 = NAVIGATION LIGHT
 JU3684_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3684
 JU3684  HISTORY     - Date     Condition        Report By
 JU3684  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3684  HISTORY     - 1975     GOOD             NGS
 JU3684  HISTORY     - 1982     GOOD             NOS
 JU3684
 JU3684                          STATION DESCRIPTION
 JU3684
 JU3684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3684'THE STATION IS THE LIGHT MOUNTED ON A SKELETON TOWER WITH
 JU3684'SMALL HOUSE AT THE STRUCTURES BASE.  THE STATION IS ON THE WEST
 JU3684'SIDE OF THE DELAWARE RIVER.  A WALKWAY EXTENDS TO THE LIGHT
 JU3684'FROM THE PROPERTY OF DELMARVA POWER AND ELECTRIC CO., AT THE
 JU3684'SOUTHERN TIP OF THE EDGEMOORE INDUSTRIAL AREA.
 JU3684
 JU3684                          STATION RECOVERY (1982)
 JU3684
 JU3684'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU3684'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3692 ***********************************************************************
 JU3692  DESIGNATION -  BELLEVUE REAR RANGE LIGHT
 JU3692  PID         -  JU3692
 JU3692  STATE/COUNTY-  DE/NEW CASTLE
 JU3692  COUNTRY     -  US
 JU3692  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3692
 JU3692                         *CURRENT SURVEY CONTROL
 JU3692  ______________________________________________________________________
 JU3692* NAD 83(1991) POSITION- 39 43 13.11407(N) 075 31 04.34657(W)   ADJUSTED
 JU3692  ______________________________________________________________________
 JU3692  GEOID HEIGHT    -        -33.017 (meters)                     GEOID18
 JU3692  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 JU3692  HORZ ORDER      -  THIRD
 JU3692
 JU3692.The horizontal coordinates were established by classical geodetic methods
 JU3692.and adjusted by the National Geodetic Survey in January 1992.
 JU3692
 JU3692.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3692.GEOID18 height accuracy estimate available here.
 JU3692
 JU3692.Click photographs - Photos may exist for this station.
 JU3692
 JU3692.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3692
 JU3692. The following values were computed from the NAD 83(1991) position.
 JU3692
 JU3692;                    North         East     Units Scale Factor Converg.
 JU3692;SPC DE       -   190,980.369   191,322.397   MT  0.99999593   -0 03 52.8
 JU3692;SPC DE       -   626,574.76    627,696.90   sFT  0.99999593   -0 03 52.8
 JU3692;SPC NJ       -    98,958.310    62,734.097   MT  0.99999373   -0 39 01.8
 JU3692;SPC NJ       -   324,665.72    205,820.12   sFT  0.99999373   -0 39 01.8
 JU3692;UTM  18      - 4,396,843.244   455,614.488   MT  0.99962425   -0 19 51.4
 JU3692
 JU3692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5561496843(NAD 83)
 JU3692
 JU3692                          SUPERSEDED SURVEY CONTROL
 JU3692
 JU3692  NAD 83(1986)-  39 43 13.10840(N)    075 31 04.35194(W) AD(       ) 3
 JU3692  NAD 27      -  39 43 12.70200(N)    075 31 05.63300(W) AD(       ) 3
 JU3692
 JU3692.Superseded values are not recommended for survey control.
 JU3692
 JU3692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3692.See file dsdata.pdf to determine how the superseded data were derived.
 JU3692
 JU3692_MARKER: 14 = NAVIGATION LIGHT
 JU3692_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3692+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2010
 JU3692
 JU3692  HISTORY     - Date     Condition        Report By
 JU3692  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3692  HISTORY     - 1975     GOOD             NGS
 JU3692  HISTORY     - 1982     GOOD             NOS
 JU3692  HISTORY     - 20070929 GOOD             GEOCAC
 JU3692  HISTORY     - 20100925 GOOD             GEOCAC
 JU3692
 JU3692                          STATION DESCRIPTION
 JU3692
 JU3692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3692'THE LIGHT IS ACROSS THE CHRISTINA RIVER FROM THE WILMINGTON
 JU3692'MARINE TERMINAL, THE STATION IS THE LIGHT IN THE GALLERY MOUNTED
 JU3692'ON A BLACK CENTERED COLUMN ON A PYRAMIDAL SKELETON TOWER.  THE
 JU3692'STRUCTURE EXTENDS TO 100 FT. ABOVE THE WATER.  IT SHOWS SIGNS OF
 JU3692'WEATHERING BUT IS IN GOOD CONDITION.
 JU3692
 JU3692                          STATION RECOVERY (1982)
 JU3692
 JU3692'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU3692'RECOVERED AS DESCRIBED.
 JU3692
 JU3692                          STATION RECOVERY (2007)
 JU3692
 JU3692'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 JU3692'RECOVERED IN GOOD CONDITION.
 JU3692
 JU3692                          STATION RECOVERY (2010)
 JU3692
 JU3692'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 JU3692'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3538 ***********************************************************************
 JU3538  DESIGNATION -  BENNETT
 JU3538  PID         -  JU3538
 JU3538  STATE/COUNTY-  DE/NEW CASTLE
 JU3538  COUNTRY     -  US
 JU3538  USGS QUAD   -  MILLINGTON (2016)
 JU3538
 JU3538                         *CURRENT SURVEY CONTROL
 JU3538  ______________________________________________________________________
 JU3538* NAD 83(1991) POSITION- 39 18 04.89419(N) 075 45 37.26451(W)   ADJUSTED
 JU3538* NAVD 88 ORTHO HEIGHT -    20.4   (meters)       67.    (feet) VERTCON3
 JU3538  ______________________________________________________________________
 JU3538  GEOID HEIGHT    -        -33.676 (meters)                     GEOID18
 JU3538  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 JU3538  HORZ ORDER      -  SECOND
 JU3538
 JU3538.The horizontal coordinates were established by classical geodetic methods
 JU3538.and adjusted by the National Geodetic Survey in January 1992.
 JU3538
 JU3538.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3538
 JU3538.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3538.GEOID18 height accuracy estimate available here.
 JU3538
 JU3538.Click photographs - Photos may exist for this station.
 JU3538
 JU3538.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3538
 JU3538. The following values were computed from the NAD 83(1991) position.
 JU3538
 JU3538;                    North         East     Units Scale Factor Converg.
 JU3538;SPC DE       -   144,517.998   170,354.658   MT  1.00000582   -0 13 03.7
 JU3538;SPC DE       -   474,139.47    558,905.24   sFT  1.00000582   -0 13 03.7
 JU3538;SPC MD       -   182,187.383   506,923.589   MT  0.99997738   +0 46 41.0
 JU3538;SPC MD       -   597,726.44  1,663,131.81   sFT  0.99997738   +0 46 41.0
 JU3538;UTM  18      - 4,350,495.183   434,439.672   MT  0.99965292   -0 28 53.8
 JU3538
 JU3538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3538!SPC DE       -   1.00000209  x   1.00000582  =   1.00000791
 JU3538!SPC MD       -   1.00000209  x   0.99997738  =   0.99997947
 JU3538!UTM  18      -   1.00000209  x   0.99965292  =   0.99965501
 JU3538
 JU3538:                Primary Azimuth Mark                     Grid Az
 JU3538:SPC DE       -  BENNETT AZIMUTH MARK                     269 28 37.0
 JU3538:SPC MD       -  BENNETT AZIMUTH MARK                     268 28 52.3
 JU3538:UTM  18      -  BENNETT AZIMUTH MARK                     269 44 27.1
 JU3538
 JU3538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3443950495(NAD 83)
 JU3538
 JU3538|---------------------------------------------------------------------|
 JU3538| PID    Reference Object                     Distance      Geod. Az  |
 JU3538|                                                           dddmmss.s |
 JU3538| CB1261 BENNETT RM 1                          9.384 METERS 09002     |
 JU3538| JU3548 BENNETT AZIMUTH MARK                APPROX. 0.8 KM 2691533.3 |
 JU3538| CB1262 BENNETT RM 2                          9.044 METERS 28630     |
 JU3538| JU3539 BDY MON 58 DEL MD                     7.917 METERS 29032     |
 JU3538|---------------------------------------------------------------------|
 JU3538
 JU3538                          SUPERSEDED SURVEY CONTROL
 JU3538
 JU3538  NAD 83(1986)-  39 18 04.88564(N)    075 45 37.27362(W) AD(       ) 2
 JU3538  NAD 27      -  39 18 04.48750(N)    075 45 38.51580(W) AD(       ) 2
 JU3538  NGVD 29 (07/19/86)   20.6    (m)           68.     (f) VERT ANG       
 JU3538
 JU3538.Superseded values are not recommended for survey control.
 JU3538
 JU3538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3538.See file dsdata.pdf to determine how the superseded data were derived.
 JU3538
 JU3538_MARKER: DS = TRIANGULATION STATION DISK
 JU3538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3538_STAMPING: BENNETT 1961
 JU3538_MARK LOGO: CGS
 JU3538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3538+STABILITY: SURFACE MOTION
 JU3538
 JU3538  HISTORY     - Date     Condition        Report By
 JU3538  HISTORY     - 1961     MONUMENTED       CGS
 JU3538  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU3538
 JU3538                          STATION DESCRIPTION
 JU3538
 JU3538'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3538'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST OF MASSEY, MARYLAND,
 JU3538'2-1/2 MILES SOUTH OF GOLTS, MARYLAND AND ON PROPERTY OWNED BY
 JU3538'MR. J.E. BENNETT WHO GAVE PERMISSION.
 JU3538'
 JU3538'TO REACH THE STATION FROM THE CROSSROADS IN MASSEY, MARYLAND
 JU3538'GO EASTERLY ON ASPHALT ROAD FOR 2.9 MILES TO THE AZIMUTH MARK
 JU3538'ON THE RIGHT, CONTINUE EASTERLY ON ASPHALT ROAD FOR 0.6 MILE
 JU3538'TO THE STATE LINE AND THE STATION ON THE LEFT.
 JU3538'
 JU3538'STATION, IS A STANDARD DISK SET IN THE TOP OF A 10 X 10 INCH
 JU3538'CONCRETE MONUMENT WHICH IS ABOUT 1-INCH BELOW THE SURFACE OF
 JU3538'THE GROUND, STAMPED BENNETT 1961.  IT IS 23.3 FEET NORTH OF
 JU3538'THE NORTH EDGE OF CONCRETE ROAD WHICH IS THE APPROXIMATE
 JU3538'CENTER OF THE ROAD, 7.0 FEET SOUTH-SOUTHEAST OF A STANDARD
 JU3538'METAL WITNESS POST AND MARKER, 5.3 FEET NORTHEAST OF A GUY WIRE
 JU3538'FOR POWERLINE POLE NUMBER 6809 AND 3.5 FEET SOUTH OF
 JU3538'POWERLINE POLE NUMBER 6809.
 JU3538'
 JU3538'REFERENCE MARK 1, IS A STANDARD DISK SET IN THE TOP OF
 JU3538'10 X 10 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 JU3538'OF THE GROUND, STAMPED BENNETT NO 1 1961.  IT IS 34.5 FEET
 JU3538'EAST OF A STANDARD METAL WITNESS POST AND MARKER, 30.0 FEET
 JU3538'EAST OF POWERLINE POLE NUMBER 6809, 28.0 FEET NORTH OF THE
 JU3538'NORTH EDGE OF CONCRETE ROAD WHICH IS THE APPROXIMATE CENTER
 JU3538'OF THE ROAD AND 1.5 FEET SOUTH OF THE FENCE LINE.
 JU3538'
 JU3538'REFERENCE MARK 2, IS A STANDARD DISK SET IN THE TOP OF A
 JU3538'10 X 10 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 JU3538'OF THE GROUND, STAMPED BENNETT NO 2 1961.  IT IS 29.8 FEET
 JU3538'WEST-SOUTHWEST OF POWERLINE POLE NUMBER 6809, 25.3 FEET
 JU3538'WEST-SOUTHWEST OF A STANDARD METAL WITNESS POST AND MARKER,
 JU3538'27.5 FEET NORTH OF THE APPROXIMATE CENTER OF A ASPHALT ROAD
 JU3538'AND 2.2 FEET SOUTH OF A FENCE LINE.
 JU3538'
 JU3538'AZIMUTH MARK, IS A STANDARD DISK SET IN THE TOP OF A 10 X 10
 JU3538'INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 JU3538'THE GROUND, STAMPED BENNETT 1961.  IT IS 34.0 FEET SOUTH OF
 JU3538'THE APPROXIMATE CENTER OF A ASPHALT ROAD, 42.0 FEET EAST
 JU3538'OF A 2 X 2 FEET BOULDER WHICH PROJECTS ABOUT 5.0 FEET ABOVE
 JU3538'THE GROUND, 4.0 FEET SOUTHWEST OF A STANDARD METAL WITNESS
 JU3538'POST AND MARKER AND 1.0 FOOT SOUTH OF A FENCE LINE.
 JU3538'
 JU3538'BOUNDARY MONUMENT NO. 58, A 12-INCH SQUARE LIMESTONE MONUMENT
 JU3538'PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND,
 JU3538'SETTING PLUMB AND IN GOOD CONDITION.  IT IS 30.0 FEET NORTH OF THE
 JU3538'CENTERLINE OF AN EAST AND WEST BLACKTOP ROAD, 25.0 FEET WEST
 JU3538'A POWERLINE POLE, 21.0 FEET WEST OF A STANDARD METAL WITNESS POST
 JU3538'AND MARKER AND 2.0 FEET SOUTH OF AN EAST AND WEST FENCELINE.
 JU3538'
 JU3538'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU3538
 JU3538                          STATION RECOVERY (2013)
 JU3538
 JU3538'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3538'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1395 ***********************************************************************
 HU1395  DESIGNATION -  BETHANY BEACH OBSERV TWR 4
 HU1395  PID         -  HU1395
 HU1395  STATE/COUNTY-  DE/SUSSEX
 HU1395  COUNTRY     -  US
 HU1395  USGS QUAD   -  BETHANY BEACH (2016)
 HU1395
 HU1395                         *CURRENT SURVEY CONTROL
 HU1395  ______________________________________________________________________
 HU1395* NAD 83(1991) POSITION- 38 35 18.84026(N) 075 03 40.44955(W)   ADJUSTED
 HU1395  ______________________________________________________________________
 HU1395  GEOID HEIGHT    -        -35.750 (meters)                     GEOID18
 HU1395  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 HU1395  HORZ ORDER      -  THIRD
 HU1395
 HU1395.The horizontal coordinates were established by classical geodetic methods
 HU1395.and adjusted by the National Geodetic Survey in January 1992.
 HU1395
 HU1395.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1395.GEOID18 height accuracy estimate available here.
 HU1395
 HU1395.Click photographs - Photos may exist for this station.
 HU1395
 HU1395.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1395
 HU1395. The following values were computed from the NAD 83(1991) position.
 HU1395
 HU1395;                    North         East     Units Scale Factor Converg.
 HU1395;SPC DE       -    65,391.701   230,967.088   MT  1.00000680   +0 13 18.1
 HU1395;SPC DE       -   214,539.27    757,764.52   sFT  1.00000680   +0 13 18.1
 HU1395;UTM  18      - 4,271,122.782   494,666.897   MT  0.99960035   -0 02 17.5
 HU1395
 HU1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9466671122(NAD 83)
 HU1395
 HU1395                          SUPERSEDED SURVEY CONTROL
 HU1395
 HU1395  NAD 83(1986)-  38 35 18.82311(N)    075 03 40.46590(W) AD(       ) 3
 HU1395  NAD 27      -  38 35 18.41676(N)    075 03 41.81231(W) AD(       ) 3
 HU1395
 HU1395.Superseded values are not recommended for survey control.
 HU1395
 HU1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1395.See file dsdata.pdf to determine how the superseded data were derived.
 HU1395
 HU1395_MARKER: 55 = TOWER
 HU1395
 HU1395  HISTORY     - Date     Condition        Report By
 HU1395  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1395  HISTORY     - 20061007 GOOD             GEOCAC
 HU1395
 HU1395                          STATION DESCRIPTION
 HU1395
 HU1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1395'THE STATION IS THE TOP CENTER OF THE OBSERVATION TOWER WHICH
 HU1395'WAS FORMERLY A MILITARY OBSERVATION TOWER, LOCATED 1.0 MILE
 HU1395'SOUTH-SOUTHEAST OF BETHANY BEACH, 5-1/4 MILES NORTH THE
 HU1395'MARYLAND-DELAWARE STATE LINE ALONG THE EAST SIDE OF STATE
 HU1395'HIGHWAY 14.
 HU1395'
 HU1395'THE STRUCTURE IS BUILT OF CONCRETE ABOUT 50.0 FEET HIGH
 HU1395'AND 20.0 FEET IN DIAMETER IN THE SHAPE OF A SILO WITH A FLAT TOP.
 HU1395
 HU1395                          STATION RECOVERY (2006)
 HU1395
 HU1395'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU1395'NOTE - HIGHWAY 14 IS NOW HIGHWAY 1.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1664 ***********************************************************************
 HU1664  DESIGNATION -  BETHEL
 HU1664  PID         -  HU1664
 HU1664  STATE/COUNTY-  DE/SUSSEX
 HU1664  COUNTRY     -  US
 HU1664  USGS QUAD   -  WHALEYVILLE (2016)
 HU1664
 HU1664                         *CURRENT SURVEY CONTROL
 HU1664  ______________________________________________________________________
 HU1664* NAD 83(1991) POSITION- 38 27 09.95806(N) 075 21 21.98511(W)   ADJUSTED
 HU1664* NAVD 88 ORTHO HEIGHT -    13.175 (meters)       43.23  (feet) ADJUSTED
 HU1664  ______________________________________________________________________
 HU1664  GEOID HEIGHT    -        -35.840 (meters)                     GEOID18
 HU1664  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC18
 HU1664  DYNAMIC HEIGHT  -         13.167 (meters)       43.20  (feet) COMP
 HU1664  MODELED GRAVITY -    980,013.8   (mgal)                       NAVD 88
 HU1664
 HU1664  HORZ ORDER      -  SECOND
 HU1664  VERT ORDER      -  SECOND    CLASS I
 HU1664
 HU1664.The horizontal coordinates were established by classical geodetic methods
 HU1664.and adjusted by the National Geodetic Survey in January 1992.
 HU1664
 HU1664.The orthometric height was determined by differential leveling and
 HU1664.adjusted by the NATIONAL GEODETIC SURVEY
 HU1664.in June 1991.
 HU1664
 HU1664.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1664.GEOID18 height accuracy estimate available here.
 HU1664
 HU1664.Click photographs - Photos may exist for this station.
 HU1664
 HU1664.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1664
 HU1664.The dynamic height is computed by dividing the NAVD 88
 HU1664.geopotential number by the normal gravity value computed on the
 HU1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1664.degrees latitude (g = 980.6199 gals.).
 HU1664
 HU1664.The modeled gravity was interpolated from observed gravity values.
 HU1664
 HU1664. The following values were computed from the NAD 83(1991) position.
 HU1664
 HU1664;                    North         East     Units Scale Factor Converg.
 HU1664;SPC DE       -    50,258.873   205,286.211   MT  0.99999534   +0 02 15.6
 HU1664;SPC DE       -   164,890.99    673,509.84   sFT  0.99999534   +0 02 15.6
 HU1664;SPC MD       -    88,552.181   543,483.871   MT  0.99997694   +1 01 54.3
 HU1664;SPC MD       -   290,524.95  1,783,080.00   sFT  0.99997694   +1 01 54.3
 HU1664;UTM  18      - 4,256,112.352   468,927.916   MT  0.99961189   -0 13 17.2
 HU1664
 HU1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1664!SPC DE       -   1.00000356  x   0.99999534  =   0.99999890
 HU1664!SPC MD       -   1.00000356  x   0.99997694  =   0.99998050
 HU1664!UTM  18      -   1.00000356  x   0.99961189  =   0.99961544
 HU1664
 HU1664:                Primary Azimuth Mark                     Grid Az
 HU1664:SPC DE       -  BETHEL RM 3                              266 39 11.3
 HU1664:SPC MD       -  BETHEL RM 3                              265 39 32.6
 HU1664:UTM  18      -  BETHEL RM 3                              266 54 44.1
 HU1664
 HU1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6892756112(NAD 83)
 HU1664
 HU1664|---------------------------------------------------------------------|
 HU1664| PID    Reference Object                     Distance      Geod. Az  |
 HU1664|                                                           dddmmss.s |
 HU1664| HU1661 NECK B 1974                          73.244 METERS 08458     |
 HU1664| DC7826 BETHEL RM 1                          38.652 METERS 14553     |
 HU1664| HU1663 BOUNDARY MON EW 17 DE MD             83.896 METERS 14624     |
 HU1664| DC7827 BETHEL RM 2                          27.831 METERS 22111     |
 HU1664| HU1665 BETHEL RM 3                         APPROX. 1.1 KM 2664126.9 |
 HU1664|---------------------------------------------------------------------|
 HU1664
 HU1664                          SUPERSEDED SURVEY CONTROL
 HU1664
 HU1664  NAD 83(1986)-  38 27 09.94542(N)    075 21 22.00847(W) AD(       ) 2
 HU1664  NAD 27      -  38 27 09.53263(N)    075 21 23.31216(W) AD(       ) 2
 HU1664  NGVD 29 (06/12/91)   13.421  (m)           44.03   (f) ADJUSTED    2 1
 HU1664  NGVD 29 (07/19/86)   13.5    (m)           44.     (f) VERT ANG       
 HU1664
 HU1664.Superseded values are not recommended for survey control.
 HU1664
 HU1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1664.See file dsdata.pdf to determine how the superseded data were derived.
 HU1664
 HU1664_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1664_STAMPING: BETHEL 1974
 HU1664_MARK LOGO: NGS
 HU1664_PROJECTION: FLUSH
 HU1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1664+STABILITY: SURFACE MOTION
 HU1664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1664+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1990
 HU1664
 HU1664  HISTORY     - Date     Condition        Report By
 HU1664  HISTORY     - 1974     MONUMENTED       NGS
 HU1664  HISTORY     - 1974     GOOD             NGS
 HU1664  HISTORY     - 1976     GOOD             NGS
 HU1664  HISTORY     - 19900301 GOOD             NGS
 HU1664  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU1664
 HU1664                          STATION DESCRIPTION
 HU1664
 HU1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU1664'NO MEASUREMENT WAS MADE FROM RM 1 TO RM 2 DUE TO A HOUSE ON LINE.
 HU1664'
 HU1664'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF PITTSVILLE,
 HU1664'MARYLAND, 5 MILES NORTHWEST OF WHALEYSVILLE, MARYLAND AND 2
 HU1664'MILES SOUTHEAST OF GUMBORO, DELAWARE, ON PROPERTY OWNED BY
 HU1664'THE BETHEL UNITED METHODIST CHURCH.
 HU1664'
 HU1664'TO REACH THE STATION FROM THE AYERS METHODIST CHURCH IN
 HU1664'PITTSVILLE, MARYLAND, GO NORTH ON STATE ROAD 353 FOR 4.0
 HU1664'MILES TO A CROSSROAD AT THE MARYLAND-DELAWARE STATE LINE AND
 HU1664'THE JUNCTION WITH MARYLAND STATE ROAD 54, TURN RIGHT AND GO
 HU1664'EAST ON A PAVED ROAD FOR 1.35 MILES TO A CROSSROAD AND
 HU1664'REFERENCE MARK 3 ON THE LEFT.  CONTINUE EAST ON THE PAVED
 HU1664'ROAD FOR 0.7 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND
 HU1664'GO NORTH ON A PAVED ROAD FOR 0.05 MILE TO THE BETHEL UNITED
 HU1664'METHODIST CHURCH ON THE LEFT AND THE STATION.
 HU1664'
 HU1664'STATION MARKS ARE STANDARD DISKS STAMPED BETHEL 1974.  THE
 HU1664'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HU1664'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  THE
 HU1664'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE THAT
 HU1664'IS 42 INCHES BELOW THE GROUND SURFACE.  IT IS 262 FEET
 HU1664'NORTHWEST OF THE CENTER OF THE PAVED ROAD, 71 FEET NORTH OF
 HU1664'THE NORTHWEST CORNER OF A FRAME HOUSE AND NEAR THE WEST END
 HU1664'OF THE CHURCH LAWN.
 HU1664'
 HU1664'REFERENCE MARK 1, A STANDARD DISK STAMPED BETHEL NO 1 1974,
 HU1664'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1664'THAT IS 1 INCH BELOW THE GROUND SURFACE.  IT IS 59.3 FEET
 HU1664'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 2.5
 HU1664'FEET EAST OF THE NORTHEAST CORNER OF THE FRAME HOUSE AND 2
 HU1664'FEET NORTHEAST OF A POWERLINE POLE.
 HU1664'
 HU1664'REFERENCE MARK 2, A STANDARD DISK STAMPED BETHEL NO 2 1974,
 HU1664'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1664'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 46 FEET WEST OF THE
 HU1664'NORTHWEST CORNER OF THE FRAME HOUSE, 44 FEET NORTHWEST OF THE
 HU1664'SOUTHWEST CORNER OF THE FRAME HOUSE AND 4.5 FEET NORTHEAST OF
 HU1664'A 16-INCH PINE TREE.
 HU1664'
 HU1664'REFERENCE MARK 3, A STANDARD DISK STAMPED BETHEL NO 3 1974,
 HU1664'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1664'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 43 FEET
 HU1664'NORTHWEST OF THE CENTER OF THE CROSSROAD, 31 FEET WEST OF THE
 HU1664'CENTER OF THE PAVED ROAD GOING NORTH AND 4.5 FEET NORTH OF A
 HU1664'STOP SIGN.  THIS MARK SERVES AS AN AZIMUTH MARK.
 HU1664'
 HU1664'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 HU1664
 HU1664                          STATION RECOVERY (1974)
 HU1664
 HU1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HU1664'RECOVERED IN GOOD CONDITION.
 HU1664
 HU1664                          STATION RECOVERY (1976)
 HU1664
 HU1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1664'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HU1664'CONDITION AS DESCRIBED IN THE 1974 DESCRIPTION.  THE
 HU1664'DISTANCES AND DIRECTIONS TO ALL MARKS WERE WITHIN CLOSE
 HU1664'AGREEMENT WITH THE 1974 OBSERVATIONS.
 HU1664'
 HU1664'THE MARYLAND-DELAWARE BOUNDARY MONUMENT NUMBER 17 WAS SET
 HU1664'AT THIS DATE AND IT WAS INTERSECTED FROM THIS STATION.
 HU1664'
 HU1664'THE SURFACE MARK IS A MARYLAND-DELAWARE BOUNDARY DISK STAMPED E-W
 HU1664'NO. 17 1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 HU1664'10-INCHES.  THE SUB-SURFACE MARKER IS A STANDARD NATIONAL GEODETIC
 HU1664'SURVEY TRIANGULATION STATION DISK STAMPED E-W NO. 17 1976, SET IN
 HU1664'THE TOP OF AN 8-INCH ROUND MASS OF CONCRETE WHICH IS 42-INCHES
 HU1664'BELOW THE SURFACE.  THEY ARE 91.5 FEET SOUTH OF THE SOUTHEAST
 HU1664'CORNER OF THE BETHEL UNITED METHODIST CHURCH, 86 FEET NORTH OF
 HU1664'THE CENTER OF STATE LINE ROAD, 44 FEET WEST OF THE CENTER OF A
 HU1664'PAVED ROAD, 11 FEET WEST OF THE CENTER OF A DIRT ROAD, AND 2
 HU1664'FEET SOUTHEAST OF A WITNESS POST.
 HU1664'
 HU1664'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1664'8 MILES WEST OF SELBYVILLE.
 HU1664
 HU1664                          STATION RECOVERY (1990)
 HU1664
 HU1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU1664'7.3 KM (4.54 MI) NORTHERLY ALONG STATE HIGHWAY 353 FROM ITS JUNCTION
 HU1664'WITH STATE HIGHWAY 346 IN PITTSVILLE, THENCE 3.3 KM (2.05 MI)
 HU1664'EASTERLY ALONG MARYLAND-DELAWARE STATE LINE ROAD, 86.0 M (282.15 FT)
 HU1664'NORTH OF THE CENTER OF THE ROAD, 80.0 M (262.47 FT) WEST OF THE CENTER
 HU1664'OF A PAVED ROAD LEADING NORTH, 51.8 M (169.95 FT) WEST-NORTHWEST OF
 HU1664'THE NORTHWEST CORNER OF THE BETHEL METHODIST CHURCH, 38.6 M
 HU1664'(126.64 FT) NORTHWEST OF THE NORTHEAST CORNER OF A UTILITY BUILDING,
 HU1664'21.7 M (71.19 FT) NORTH OF THE NORTHWEST CORNER OF THE BUILDING, 14.6
 HU1664'M (47.90 FT) WEST-SOUTHWEST OF A UTILITY LIGHT POLE, AND IN A
 HU1664'CONCRETE MONUMENT THAT IS 0.2 M (0.66 FT) BELOW THE GROUND SURFACE.
 HU1664
 HU1664                          STATION RECOVERY (2013)
 HU1664
 HU1664'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU1664'BELIEVED TO HAVE BEEN DESTROYED DURING CONSTRUCTION OF AN OUTDOOR
 HU1664'STAGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1665 ***********************************************************************
 HU1665  DESIGNATION -  BETHEL RM 3
 HU1665  PID         -  HU1665
 HU1665  STATE/COUNTY-  DE/SUSSEX
 HU1665  COUNTRY     -  US
 HU1665  USGS QUAD   -  WHALEYVILLE (2016)
 HU1665
 HU1665                         *CURRENT SURVEY CONTROL
 HU1665  ______________________________________________________________________
 HU1665* NAD 83(1991) POSITION- 38 27 07.95476(N) 075 22 05.99397(W)   ADJUSTED
 HU1665* NAVD 88 ORTHO HEIGHT -    13.241 (meters)       43.44  (feet) ADJUSTED
 HU1665  ______________________________________________________________________
 HU1665  GEOID HEIGHT    -        -35.838 (meters)                     GEOID18
 HU1665  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 HU1665  DYNAMIC HEIGHT  -         13.233 (meters)       43.42  (feet) COMP
 HU1665  MODELED GRAVITY -    980,013.5   (mgal)                       NAVD 88
 HU1665
 HU1665  HORZ ORDER      -  SECOND
 HU1665  VERT ORDER      -  SECOND    CLASS I
 HU1665
 HU1665.The horizontal coordinates were established by classical geodetic methods
 HU1665.and adjusted by the National Geodetic Survey in January 1992.
 HU1665
 HU1665.The orthometric height was determined by differential leveling and
 HU1665.adjusted by the NATIONAL GEODETIC SURVEY
 HU1665.in June 1991.
 HU1665
 HU1665.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1665.GEOID18 height accuracy estimate available here.
 HU1665
 HU1665.Click photographs - Photos may exist for this station.
 HU1665
 HU1665.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1665
 HU1665.The dynamic height is computed by dividing the NAVD 88
 HU1665.geopotential number by the normal gravity value computed on the
 HU1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1665.degrees latitude (g = 980.6199 gals.).
 HU1665
 HU1665.The modeled gravity was interpolated from observed gravity values.
 HU1665
 HU1665. The following values were computed from the NAD 83(1991) position.
 HU1665
 HU1665;                    North         East     Units Scale Factor Converg.
 HU1665;SPC DE       -    50,196.472   204,219.160   MT  0.99999522   +0 01 48.2
 HU1665;SPC DE       -   164,686.26    670,009.03   sFT  0.99999522   +0 01 48.2
 HU1665;SPC MD       -    88,471.278   542,418.082   MT  0.99997701   +1 01 26.7
 HU1665;SPC MD       -   290,259.52  1,779,583.32   sFT  0.99997701   +1 01 26.7
 HU1665;UTM  18      - 4,256,054.799   467,861.002   MT  0.99961272   -0 13 44.6
 HU1665
 HU1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1665!SPC DE       -   1.00000355  x   0.99999522  =   0.99999877
 HU1665!SPC MD       -   1.00000355  x   0.99997701  =   0.99998056
 HU1665!UTM  18      -   1.00000355  x   0.99961272  =   0.99961626
 HU1665
 HU1665:                Primary Azimuth Mark                     Grid Az
 HU1665:SPC DE       -  BETHEL                                   086 39 11.3
 HU1665:SPC MD       -  BETHEL                                   085 39 32.8
 HU1665:UTM  18      -  BETHEL                                   086 54 44.1
 HU1665
 HU1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6786156054(NAD 83)
 HU1665
 HU1665|---------------------------------------------------------------------|
 HU1665| PID    Reference Object                     Distance      Geod. Az  |
 HU1665|                                                           dddmmss.s |
 HU1665| HU1664 BETHEL                              APPROX. 1.1 KM 0864059.5 |
 HU1665|---------------------------------------------------------------------|
 HU1665
 HU1665                          SUPERSEDED SURVEY CONTROL
 HU1665
 HU1665  NAD 83(1986)-  38 27 07.94241(N)    075 22 06.01737(W) AD(       ) 2
 HU1665  NAD 27      -  38 27 07.52921(N)    075 22 07.31943(W) AD(       ) 2
 HU1665  NGVD 29 (06/12/91)   13.488  (m)           44.25   (f) ADJUSTED    2 1
 HU1665  NGVD 29 (07/19/86)   13.4    (m)           44.     (f) VERT ANG       
 HU1665
 HU1665.Superseded values are not recommended for survey control.
 HU1665
 HU1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1665.See file dsdata.pdf to determine how the superseded data were derived.
 HU1665
 HU1665_MARKER: DR = REFERENCE MARK DISK
 HU1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1665_STAMPING: BETHEL NO 3 1974
 HU1665_MARK LOGO: NGS
 HU1665_PROJECTION: FLUSH
 HU1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1665+STABILITY: SURFACE MOTION
 HU1665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1665+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1990
 HU1665
 HU1665  HISTORY     - Date     Condition        Report By
 HU1665  HISTORY     - 1974     MONUMENTED       NGS
 HU1665  HISTORY     - 1974     GOOD             NGS
 HU1665  HISTORY     - 19900301 GOOD             NGS
 HU1665  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU1665
 HU1665                          STATION DESCRIPTION
 HU1665
 HU1665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 HU1665'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF PITTSVILLE,
 HU1665'MARYLAND, AND ABOUT 5 MILES NORTHWEST OF WHALEYSVILLE,
 HU1665'MARYLAND.
 HU1665'
 HU1665'TO REACH THE STATION FROM THE AYERS METHODIST CHURCH IN
 HU1665'PITTSVILLE, MARYLAND, GO NORTH ON STATE ROAD 353 FOR 4.0
 HU1665'MILES TO A CROSSROAD AT THE MARYLAND-DELAWARE STATE LINE AND
 HU1665'THE JUNCTION WITH MARYLAND STATE ROAD 54, TURN RIGHT AND GO
 HU1665'EAST ON A PAVED ROAD FOR 1.35 MILES TO A CROSSROAD AND
 HU1665'STATION ON THE LEFT.
 HU1665'
 HU1665'STATION, A STANDARD DISK STAMPED BETHEL NO 3 1974,
 HU1665'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1665'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 43 FEET
 HU1665'NORTHWEST OF THE CENTER OF THE CROSSROAD, 31 FEET WEST OF THE
 HU1665'CENTER OF THE PAVED ROAD GOING NORTH AND 4.5 FEET NORTH OF A
 HU1665'STOP SIGN.  THIS MARK SERVES AS AN AZIMUTH MARK.
 HU1665
 HU1665                          STATION RECOVERY (1974)
 HU1665
 HU1665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HU1665'RECOVERED IN GOOD CONDITION.
 HU1665
 HU1665                          STATION RECOVERY (1990)
 HU1665
 HU1665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU1665'7.3 KM (4.54 MI) NORTHERLY ALONG STATE HIGHWAY 353 FROM ITS JUNCTION
 HU1665'WITH STATE HIGHWAY 346 IN PITTSVILLE, THENCE 2.2 KM (1.37 MI)
 HU1665'EASTERLY ALONG MARYLAND-DELAWARE STATE LINE ROAD, 10.0 M (32.81 FT)
 HU1665'WEST OF THE CENTER OF A PAVED ROAD, 9.5 M (31.17 FT) NORTH OF AND
 HU1665'LEVEL WITH THE ROAD CENTER, ON THE EXTENDED CENTER OF GREEN BRANCH
 HU1665'ROAD, AND IN A CONCRETE MONUMENT THAT IS 0.1 M (0.33 FT) BELOW THE
 HU1665'GROUND SURFACE.
 HU1665
 HU1665                          STATION RECOVERY (2013)
 HU1665
 HU1665'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU1665'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3902 ***********************************************************************
 JU3902  DESIGNATION -  BETHEL RM 3
 JU3902  PID         -  JU3902
 JU3902  STATE/COUNTY-  DE/NEW CASTLE
 JU3902  COUNTRY     -  US
 JU3902  USGS QUAD   -  ELKTON (2016)
 JU3902
 JU3902                         *CURRENT SURVEY CONTROL
 JU3902  ______________________________________________________________________
 JU3902* NAD 83(1991) POSITION- 39 31 58.84381(N) 075 46 44.84478(W)   ADJUSTED
 JU3902* NAVD 88 ORTHO HEIGHT -    14.9   (meters)       49.    (feet) VERTCON3
 JU3902  ______________________________________________________________________
 JU3902  GEOID HEIGHT    -        -33.310 (meters)                     GEOID18
 JU3902  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 JU3902  HORZ ORDER      -  SECOND
 JU3902
 JU3902.The horizontal coordinates were established by classical geodetic methods
 JU3902.and adjusted by the National Geodetic Survey in January 1992.
 JU3902
 JU3902.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3902
 JU3902.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3902.GEOID18 height accuracy estimate available here.
 JU3902
 JU3902.Click photographs - Photos may exist for this station.
 JU3902
 JU3902.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3902
 JU3902. The following values were computed from the NAD 83(1991) position.
 JU3902
 JU3902;                    North         East     Units Scale Factor Converg.
 JU3902;SPC DE       -   170,243.170   168,838.713   MT  1.00000695   -0 13 50.6
 JU3902;SPC DE       -   558,539.47    553,931.68   sFT  1.00000695   -0 13 50.6
 JU3902;SPC MD       -   207,882.016   504,960.569   MT  1.00001558   +0 45 58.5
 JU3902;SPC MD       -   682,026.25  1,656,691.47   sFT  1.00001558   +0 45 58.5
 JU3902;UTM  18      - 4,376,218.016   433,043.030   MT  0.99965520   -0 29 45.4
 JU3902
 JU3902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3902!SPC DE       -   1.00000289  x   1.00000695  =   1.00000984
 JU3902!SPC MD       -   1.00000289  x   1.00001558  =   1.00001847
 JU3902!UTM  18      -   1.00000289  x   0.99965520  =   0.99965809
 JU3902
 JU3902:                Primary Azimuth Mark                     Grid Az
 JU3902:SPC DE       -  WILLIAMS RESET                           319 36 47.1
 JU3902:SPC MD       -  WILLIAMS RESET                           318 36 58.0
 JU3902:UTM  18      -  WILLIAMS RESET                           319 52 41.9
 JU3902
 JU3902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3304376218(NAD 83)
 JU3902
 JU3902|---------------------------------------------------------------------|
 JU3902| PID    Reference Object                     Distance      Geod. Az  |
 JU3902|                                                           dddmmss.s |
 JU3902| CB1266 BETHEL AZ MK                                       2554152.8 |
 JU3902| JU3915 CHESAPEAKE CITY MUNICIPAL TANK      APPROX. 3.3 KM 2610115.2 |
 JU3902| JU3857 BETHEL                              128.104 METERS 26703     |
 JU3902| JU3954 NORTH EAST MICROWAVE TOWER          APPROX.13.3 KM 2835030.1 |
 JU3902| JU2496 WILLIAMS RESET                      APPROX. 4.1 KM 3192256.5 |
 JU3902| JU3871 ELKTON BRICK STACK                  APPROX. 9.2 KM 3284328.3 |
 JU3902| JU3903 BOUNDARY MONUMENT 74 DE MD           50.326 METERS 35128     |
 JU3902| CB1265 BETHEL RM 2                          49.120 METERS 35206     |
 JU3902|---------------------------------------------------------------------|
 JU3902
 JU3902                          SUPERSEDED SURVEY CONTROL
 JU3902
 JU3902  NAD 83(1986)-  39 31 58.83690(N)    075 46 44.85206(W) AD(       ) 2
 JU3902  NAD 27      -  39 31 58.43870(N)    075 46 46.08820(W) AD(       ) 2
 JU3902  NGVD 29 (07/19/86)   15.1    (m)           50.     (f) VERT ANG       
 JU3902
 JU3902.Superseded values are not recommended for survey control.
 JU3902
 JU3902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3902.See file dsdata.pdf to determine how the superseded data were derived.
 JU3902
 JU3902_MARKER: DR = REFERENCE MARK DISK
 JU3902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3902_STAMPING: BETHEL NO 3 1961
 JU3902_MARK LOGO: CGS
 JU3902_PROJECTION: FLUSH
 JU3902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3902+STABILITY: SURFACE MOTION
 JU3902
 JU3902  HISTORY     - Date     Condition        Report By
 JU3902  HISTORY     - 1961     MONUMENTED       CGS
 JU3902  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU3902
 JU3902                          STATION DESCRIPTION
 JU3902
 JU3902'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3902'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE BETHEL
 JU3902'CEMETERY, 1.6 MILES EAST OF CHESAPEAK CITY, 2.8 MILES WEST OF
 JU3902'STATE HIGHWAY 896 AND ABOUT 20 YARDS SOUTH OF THE
 JU3902'CHESAPEAK-DELAWARE CANAL.
 JU3902'
 JU3902'TO REACH THE STATION FROM THE POST OFFIC IN CHESAPEAK CITY, GO
 JU3902'EASTERLY ALONG THE SOUTH SHORE OF THE CANAL FOR 0.5 MILE TO A
 JU3902'T-ROAD JUNCTION, TURN RIGHT AND CONTINUE EAST ON A CONCRETE ROAD
 JU3902'FOR 1.5 MILE TO A CROSSROAD, TURN LEFT AND GO NORTH ON A MACADAM
 JU3902'ROAD FOR 0.8 MILE TO THE ENTRANCE OF THE BETHEL CEMETERY, TURN
 JU3902'RIGHT AND GO SOUTHEAST ACROSS THE CEMETERY FOR 0.2 MILE TO THE
 JU3902'SOUTHEAST CORNER OF THE CEMETERY AND THE STATION.
 JU3902'
 JU3902'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 JU3902'BETHEL NO. 3 1961, SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 JU3902'FLUSH WITH THE GROUND SURFACE.  IT IS 2.4 FEET NORTH OF A
 JU3902'STANDARD METAL WITNESS POST LOCATED IN THE EAST AND WEST FENCE
 JU3902'LINE AND 20.2 FEET WEST OF THE SOUTHEAST FENCE CORNER.
 JU3902'
 JU3902'BETHEL U.S.E. 1934 IS A STANDARD U.S. CORPS OF ENGINEERS
 JU3902'TRIANGULATION DISK STAMPED BETHEL USCOFE NO 4734 1934, SET IN TOP
 JU3902'OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 JU3902'SURFACE.  IT IS 18.6 METERS SOUTH OF THE QUECK AND MOODY
 JU3902'TOMBSTONE.  32.5 METERS SOUTH-SOUTHEAST OF THE KERSHAW TOMBSTONE
 JU3902'AND 20.90 METERS SOUTHWEST OF KERN TOMBSTONE.
 JU3902'
 JU3902'REFERENCE MARK 2 IS A STANDARD U.S. CORPS OF ENGINEERS
 JU3902'TRIANGULATION DISK STAMPED BETHEL USC OF E NO 4734 NO 2 1934,
 JU3902'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 JU3902'INCHES ABOVE THE GROUND SURFACE.  IT IS 6 INCHES WEST-NORTHWEST
 JU3902'OF THE WOVEN FENCE LINE, 3.5 FEET SOUTH-SOUTHWEST OF THE NORTH
 JU3902'END OF THE WOVEN FENCE LINE AND 3.9 FEET SOUTH OF BOUNDARY
 JU3902'MONUMENT NO. 74.
 JU3902'
 JU3902'AZIMUTH MARK IS A STANDARD DISK STAMPED BETHEL 1961, SET IN
 JU3902'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE
 JU3902'THE GROUND SURFACE.  IT IS 1.0 FOOT NORTH OF THE EAST AND
 JU3902'WEST FENCE LINE AND 88.6 FEET SOUTH OF THE SOUTHWEST CORNER
 JU3902'OF FORD TOMBSTONE.
 JU3902'
 JU3902'BOUNDARY MONUMENT NO. 74 IS A 11 IN X 11 IN LIMESTONE BOULDER
 JU3902'BEARING THE COAT OF ARMS PROJECTION ABOUT 30 INCHES ABOVE THE
 JU3902'GROUND SURFACE.  IT IS LOCATED IN THE EAST FENCE LINE AROUND
 JU3902'THE BETHEL CEMETERY, AT THE SOUTH END OF AN EVERGREEN HEDGE
 JU3902'ROW AND AT THE NORTH END OF A WOVEN FENCE LINE.  THE MONUMENT
 JU3902'IS LEANING CONSIDERABLE EAST-SOUTHEAST.
 JU3902'
 JU3902'HEIGHT OF LIGHT ABOVE STATION MARK 38.12 METERS.
 JU3902
 JU3902                          STATION RECOVERY (2013)
 JU3902
 JU3902'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3902'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4244 ***********************************************************************
 JU4244  DESIGNATION -  BIG STONE BEACH TOWER
 JU4244  PID         -  JU4244
 JU4244  STATE/COUNTY-  DE/KENT
 JU4244  COUNTRY     -  US
 JU4244  USGS QUAD   -  BENNETTS PIER (2016)
 JU4244
 JU4244                         *CURRENT SURVEY CONTROL
 JU4244  ______________________________________________________________________
 JU4244* NAD 83(1991) POSITION- 39 00 01.16485(N) 075 19 42.64449(W)   ADJUSTED
 JU4244* NAVD 88 ORTHO HEIGHT -     8.    (meters)       26.    (feet) SCALED
 JU4244  ______________________________________________________________________
 JU4244  GEOID HEIGHT    -        -35.150 (meters)                     GEOID18
 JU4244  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 JU4244  HORZ ORDER      -  THIRD
 JU4244
 JU4244.The horizontal coordinates were established by classical geodetic methods
 JU4244.and adjusted by the National Geodetic Survey in June 1992.
 JU4244
 JU4244.The orthometric height was scaled from a topographic map.
 JU4244
 JU4244.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4244.GEOID18 height accuracy estimate available here.
 JU4244
 JU4244.Click photographs - Photos may exist for this station.
 JU4244
 JU4244.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4244
 JU4244. The following values were computed from the NAD 83(1991) position.
 JU4244
 JU4244;                    North         East     Units Scale Factor Converg.
 JU4244;SPC DE       -   111,045.029   207,636.418   MT  0.99999572   +0 03 19.7
 JU4244;SPC DE       -   364,320.23    681,220.48   sFT  0.99999572   +0 03 19.7
 JU4244;UTM  18      - 4,316,863.812   471,553.636   MT  0.99960996   -0 12 24.3
 JU4244
 JU4244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4244!SPC DE       -   1.00000426  x   0.99999572  =   0.99999998
 JU4244!UTM  18      -   1.00000426  x   0.99960996  =   0.99961422
 JU4244
 JU4244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7155316863(NAD 83)
 JU4244
 JU4244                          SUPERSEDED SURVEY CONTROL
 JU4244
 JU4244.No superseded survey control is available for this station.
 JU4244
 JU4244_MARKER: 57 = LOOKOUT TOWER
 JU4244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4244+SATELLITE: SATELLITE OBSERVATIONS - 1984
 JU4244
 JU4244  HISTORY     - Date     Condition        Report By
 JU4244  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU4244  HISTORY     - 20020615 SEE DESCRIPTION  USPSQD
 JU4244
 JU4244                          STATION DESCRIPTION
 JU4244
 JU4244'DESCRIBED BY NATIONAL OCEAN SERVICE 1984
 JU4244'THE STATION IS LOCATED AT BIG STONE BEACH ON THE DELAWARE BAY.
 JU4244'TO REACH PROCEED TO AREA MENTIONED ABOVE.
 JU4244'STATION IS THE CENTER OF THE OLD OBSERVATION TOWER.  THE TOWER IS
 JU4244'APPROXIMATELY 20 FT SQUARE.  IT IS MADE OF STEEL WITH WOOD IN THE
 JU4244'UPPER PART OF THE STRUCTURE FOR FLOORING AND IS LOCACTED 38.798 M
 JU4244'(127.3 FT) SSE OF STATION---STONE 2 1932---.
 JU4244
 JU4244                          STATION RECOVERY (2002)
 JU4244
 JU4244'RECOVERY NOTE BY US POWER SQUADRON 2002 (RP)
 JU4244'TOWER IS INACESSABLE FOR SWAMP, VEGETATION, AND A LOCKED CHAIN LINK
 JU4244'FENCE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DI0949 ***********************************************************************
 DI0949  DESIGNATION -  BISBEE
 DI0949  PID         -  DI0949
 DI0949  STATE/COUNTY-  DE/SUSSEX
 DI0949  COUNTRY     -  US
 DI0949  USGS QUAD   -  CAPE HENLOPEN (2016)
 DI0949
 DI0949                         *CURRENT SURVEY CONTROL
 DI0949  ______________________________________________________________________
 DI0949* NAD 83(2011) POSITION- 38 46 52.74795(N) 075 06 37.17731(W)   ADJUSTED
 DI0949* NAD 83(2011) ELLIP HT-   -34.439 (meters)        (06/27/12)   ADJUSTED
 DI0949* NAD 83(2011) EPOCH   -  2010.00
 DI0949* NAVD 88 ORTHO HEIGHT -     1.177 (meters)        3.86  (feet) ADJUSTED
 DI0949  ______________________________________________________________________
 DI0949  GEOID HEIGHT    -        -35.627 (meters)                     GEOID18
 DI0949  NAD 83(2011) X  -  1,279,279.269 (meters)                     COMP
 DI0949  NAD 83(2011) Y  - -4,811,374.719 (meters)                     COMP
 DI0949  NAD 83(2011) Z  -  3,973,399.932 (meters)                     COMP
 DI0949  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 DI0949  DYNAMIC HEIGHT  -          1.176 (meters)        3.86  (feet) COMP
 DI0949  MODELED GRAVITY -    980,039.7   (mgal)                       NAVD 88
 DI0949
 DI0949  VERT ORDER      -  SECOND    CLASS II
 DI0949
 DI0949  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0949  Standards:
 DI0949         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0949            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0949  -------------------------------------------------------------------
 DI0949  NETWORK    0.79   1.08           0.35   0.29   0.55     -0.13563538
 DI0949  -------------------------------------------------------------------
 DI0949  Click here for local accuracies and other accuracy information.
 DI0949
 DI0949.The horizontal coordinates were established by GPS observations
 DI0949.and adjusted by the National Geodetic Survey in June 2012.
 DI0949
 DI0949.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0949.been affixed to the stable North American tectonic plate. See 
 DI0949.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0949
 DI0949.The horizontal coordinates are valid at the epoch date displayed above
 DI0949.which is a decimal equivalence of Year/Month/Day.
 DI0949
 DI0949.The orthometric height was determined by differential leveling and
 DI0949.adjusted by the NATIONAL GEODETIC SURVEY
 DI0949.in September 2008.
 DI0949
 DI0949.No vertical observational check was made to the station.
 DI0949
 DI0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0949.GEOID18 height accuracy estimate available here.
 DI0949
 DI0949.Click photographs - Photos may exist for this station.
 DI0949
 DI0949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0949
 DI0949.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0949
 DI0949.The ellipsoidal height was determined by GPS observations
 DI0949.and is referenced to NAD 83.
 DI0949
 DI0949.The dynamic height is computed by dividing the NAVD 88
 DI0949.geopotential number by the normal gravity value computed on the
 DI0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0949.degrees latitude (g = 980.6199 gals.).
 DI0949
 DI0949.The modeled gravity was interpolated from observed gravity values.
 DI0949
 DI0949. The following values were computed from the NAD 83(2011) position.
 DI0949
 DI0949;                    North         East     Units Scale Factor Converg.
 DI0949;SPC DE       -    86,773.569   226,618.487   MT  1.00000372   +0 11 30.8
 DI0949;SPC DE       -   284,689.62    743,497.49   sFT  1.00000372   +0 11 30.8
 DI0949;UTM  18      - 4,292,515.538   490,417.251   MT  0.99960113   -0 04 08.8
 DI0949
 DI0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0949!SPC DE       -   1.00000540  x   1.00000372  =   1.00000912
 DI0949!UTM  18      -   1.00000540  x   0.99960113  =   0.99960653
 DI0949
 DI0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9041792515(NAD 83)
 DI0949
 DI0949                          SUPERSEDED SURVEY CONTROL
 DI0949
 DI0949  NAD 83(2007)-  38 46 52.74834(N)    075 06 37.17843(W) AD(2002.00) B
 DI0949  ELLIP H (04/30/09)  -34.399  (m)                       GP(2002.00) 4 2
 DI0949  NAD 83(1991)-  38 46 52.74832(N)    075 06 37.17829(W) AD(       ) B
 DI0949  ELLIP H (08/09/06)  -34.414  (m)                       GP(       ) 4 2
 DI0949  NAVD 88 (08/09/06)    1.2    (m)  GEOID03  model used  GPS OBS        
 DI0949
 DI0949.Superseded values are not recommended for survey control.
 DI0949
 DI0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0949.See file dsdata.pdf to determine how the superseded data were derived.
 DI0949
 DI0949_MARKER: DD = SURVEY DISK
 DI0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0949_STAMPING: BISBEE 2005
 DI0949_MARK LOGO: NONE
 DI0949_PROJECTION: FLUSH
 DI0949_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0949+STABILITY: SURFACE MOTION
 DI0949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0949+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2008
 DI0949
 DI0949  HISTORY     - Date     Condition        Report By
 DI0949  HISTORY     - 20050110 MONUMENTED       DE0280
 DI0949  HISTORY     - 20080705 GOOD             DEDT
 DI0949  HISTORY     - 20120214 MARK NOT FOUND   DELCOS
 DI0949
 DI0949                          STATION DESCRIPTION
 DI0949
 DI0949'DESCRIBED BY CITY OF LEWES DELAWARE 2005 (AWR)
 DI0949'THE STATION IS LOCATED IN LEWES, 1.59 MI (2.56 KM) EAST-NORTHEAST OF
 DI0949'THE MAIN POST OFFICE,  0.44 MI (0.71 KM) SOUTH OF THE DELAWARE RIVER
 DI0949'AND BAY AUTHORITY FERRY TERMINAL, AND 1.85  MI (2.98 KM)
 DI0949'EAST-NORTHEAST OF THE BEEBE MEDICAL CENTER.  THE STATION IS LOCATED ON
 DI0949'THE  DELAWARE DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY.
 DI0949'
 DI0949'TO REACH THE STATION FROM THE MAIN POST OFFICE IN LEWES, PROCEED 285
 DI0949'FEET (86.87 M)  SOUTHEAST ON FRONT ST TO THE INTERSECTION OF SAVANNAH
 DI0949'ROAD, THEN PROCEED 0.50 MI (0.80  KM) NORTHEAST ON SAVANNAH ROAD TO
 DI0949'THE INTERSECTION OF CAPE HENLOPEN DRIVE, THEN  PROCEED 1.22 MI (1.96
 DI0949'KM) EAST ON CAPE HENLOPEN DRIVE TO STATION ON LEFT.
 DI0949'
 DI0949'THE STATION IS 491 FEET (149.7 M) EAST OF THE ENTRANCE TO ELECTRICAL
 DI0949'SUBSTATION, 32.6 FT (9.94  M) NORTH OF THE CENTERLINE OF CAPE HENLOPEN
 DI0949'DRIVE, 21.6 FEET (6.58 M) WEST OF A WATER  VALVE, AND 23.4 FEET (7.13
 DI0949'M) SOUTH OF A TWO RAIL WOODEN FENCE.  THE STATION IS A CENTER  PUNCHED
 DI0949'BRONZE DISK SET IN THE TOP OF A 1 FOOT (30 CM) DIAMETER CONCRETE POST.
 DI0949
 DI0949                          STATION RECOVERY (2008)
 DI0949
 DI0949'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 DI0949'THE STATION IS LOCATED IN LEWES, 1.59 MI (2.56 KM) EAST-NORTHEAST OF
 DI0949'THE MAIN POST OFFICE, 0.44 MI (0.71 KM) SOUTH OF THE DELAWARE RIVER
 DI0949'AND BAY AUTHORITY FERRY TERMINAL, AND 1.85  MI (2.98 KM)
 DI0949'EAST-NORTHEAST OF THE BEEBE MEDICAL CENTER.  THE STATION IS LOCATED ON
 DI0949'THE  DELAWARE DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY.
 DI0949'
 DI0949'TO REACH THE STATION FROM THE MAIN POST OFFICE IN LEWES, PROCEED 285
 DI0949'FEET (86.87 M) SOUTHEAST ON FRONT ST TO THE INTERSECTION OF SAVANNAH
 DI0949'ROAD, THEN PROCEED 0.50 MI (0.80  KM) NORTHEAST ON SAVANNAH ROAD TO
 DI0949'THE INTERSECTION OF CAPE HENLOPEN DRIVE, THEN PROCEED 1.22 MI (1.96
 DI0949'KM) EAST ON CAPE HENLOPEN DRIVE TO STATION ON LEFT.
 DI0949'
 DI0949'THE STATION IS 491 FEET (149.7 M) EAST OF THE ENTRANCE TO ELECTRICAL
 DI0949'SUBSTATION, 32.6 FT (9.94  M) NORTH OF THE CENTERLINE OF CAPE HENLOPEN
 DI0949'DRIVE, 21.6 FEET (6.58 M) WEST OF A WATER  VALVE, AND 23.4 FEET (7.13
 DI0949'M) SOUTH OF A TWO RAIL WOODEN FENCE.  THE STATION IS A CENTER PUNCHED
 DI0949'BRONZE DISK SET IN THE TOP OF A 1 FOOT (30 CM) DIAMETER CONCRETE POST.
 DI0949
 DI0949                          STATION RECOVERY (2012)
 DI0949
 DI0949'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DI0949'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1549 ***********************************************************************
 HU1549  DESIGNATION -  BISHOPVILLE RM 3
 HU1549  PID         -  HU1549
 HU1549  STATE/COUNTY-  DE/SUSSEX
 HU1549  COUNTRY     -  US
 HU1549  USGS QUAD   -  SELBYVILLE (2016)
 HU1549
 HU1549                         *CURRENT SURVEY CONTROL
 HU1549  ______________________________________________________________________
 HU1549* NAD 83(1991) POSITION- 38 27 04.84714(N) 075 11 08.37528(W)   ADJUSTED
 HU1549* NAVD 88 ORTHO HEIGHT -     8.2   (meters)       27.    (feet) VERTCON3
 HU1549  ______________________________________________________________________
 HU1549  GEOID HEIGHT    -        -35.875 (meters)                     GEOID18
 HU1549  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 HU1549  HORZ ORDER      -  SECOND
 HU1549
 HU1549.The horizontal coordinates were established by classical geodetic methods
 HU1549.and adjusted by the National Geodetic Survey in January 1992.
 HU1549
 HU1549.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1549
 HU1549.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1549.GEOID18 height accuracy estimate available here.
 HU1549
 HU1549.Click photographs - Photos may exist for this station.
 HU1549
 HU1549.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1549
 HU1549. The following values were computed from the NAD 83(1991) position.
 HU1549
 HU1549;                    North         East     Units Scale Factor Converg.
 HU1549;SPC DE       -    50,124.821   220,164.828   MT  1.00000001   +0 08 37.1
 HU1549;SPC DE       -   164,451.18    722,324.11   sFT  1.00000001   +0 08 37.1
 HU1549;SPC MD       -    88,676.412   558,362.272   MT  0.99997712   +1 08 19.5
 HU1549;SPC MD       -   290,932.53  1,831,893.55   sFT  0.99997712   +1 08 19.5
 HU1549;UTM  18      - 4,255,911.095   483,799.970   MT  0.99960323   -0 06 55.6
 HU1549
 HU1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1549!SPC DE       -   1.00000435  x   1.00000001  =   1.00000436
 HU1549!SPC MD       -   1.00000435  x   0.99997712  =   0.99998147
 HU1549!UTM  18      -   1.00000435  x   0.99960323  =   0.99960758
 HU1549
 HU1549:                Primary Azimuth Mark                     Grid Az
 HU1549:SPC DE       -  BISHOPVILLE                              091 12 07.6
 HU1549:SPC MD       -  BISHOPVILLE                              090 12 25.2
 HU1549:UTM  18      -  BISHOPVILLE                              091 27 40.3
 HU1549
 HU1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8379955911(NAD 83)
 HU1549
 HU1549|---------------------------------------------------------------------|
 HU1549| PID    Reference Object                     Distance      Geod. Az  |
 HU1549|                                                           dddmmss.s |
 HU1549| HU1562 BISHOPVILLE                         APPROX. 0.8 KM 0912044.7 |
 HU1549| HU1550 BISHOPVILLE A 1974                  494.031 METERS 2705552.2 |
 HU1549|---------------------------------------------------------------------|
 HU1549
 HU1549                          SUPERSEDED SURVEY CONTROL
 HU1549
 HU1549  NAD 83(1986)-  38 27 04.83093(N)    075 11 08.39879(W) AD(       ) 2
 HU1549  NAD 27      -  38 27 04.42055(N)    075 11 09.72709(W) AD(       ) 2
 HU1549  NGVD 29 (07/19/86)    8.4    (m)           28.     (f) VERT ANG       
 HU1549
 HU1549.Superseded values are not recommended for survey control.
 HU1549
 HU1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1549.See file dsdata.pdf to determine how the superseded data were derived.
 HU1549
 HU1549_MARKER: DR = REFERENCE MARK DISK
 HU1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1549_STAMPING: BISHOPVILLE NO 3 1974
 HU1549_MARK LOGO: NGS
 HU1549_PROJECTION: FLUSH
 HU1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1549+STABILITY: SURFACE MOTION
 HU1549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1549+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2005
 HU1549
 HU1549  HISTORY     - Date     Condition        Report By
 HU1549  HISTORY     - 1974     MONUMENTED       NGS
 HU1549  HISTORY     - 20050614 GOOD             UE
 HU1549
 HU1549                          STATION DESCRIPTION
 HU1549
 HU1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 HU1549'TO REACH THE STATION FROM THE POST OFFICE IN BISHOPVILLE, GO
 HU1549'NORTHEAST ON BLACKTOP ROAD FOR 0.75 MILE TO STATE LINE ROAD ON
 HU1549'THE RIGHT AND REFERENCE MARK 3 ON THE LEFT.
 HU1549'
 HU1549'REFERENCE MARK 3, A STANDARD DISK STAMPED BISHOPVILLE NO 3 1974,
 HU1549'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 HU1549'IS FLUSH WITH THE GROUND SURFACE.  IT IS 49 FEET NORTHEAST OF SIGN
 HU1549'MARYLAND-DELAWARE STATE LINE, 47 FEET NORTHWEST OF THE CENTER OF
 HU1549'INTERSECTION AND 3 FEET SOUTHWEST OF A POWERLINE POLE.
 HU1549
 HU1549                          STATION RECOVERY (2005)
 HU1549
 HU1549'RECOVERY NOTE BY URBAN ENGINEERS INC 2005 (WBF)
 HU1549'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1818 ***********************************************************************
 HU1818  DESIGNATION -  BLACKWATER
 HU1818  PID         -  HU1818
 HU1818  STATE/COUNTY-  DE/SUSSEX
 HU1818  COUNTRY     -  US
 HU1818  USGS QUAD   -  HEBRON (2016)
 HU1818
 HU1818                         *CURRENT SURVEY CONTROL
 HU1818  ______________________________________________________________________
 HU1818* NAD 83(1991) POSITION- 38 27 43.93003(N) 075 40 55.90040(W)   ADJUSTED
 HU1818* NAVD 88 ORTHO HEIGHT -    11.260 (meters)       36.94  (feet) ADJUSTED
 HU1818  ______________________________________________________________________
 HU1818  GEOID HEIGHT    -        -35.651 (meters)                     GEOID18
 HU1818  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 HU1818  DYNAMIC HEIGHT  -         11.253 (meters)       36.92  (feet) COMP
 HU1818  MODELED GRAVITY -    980,013.7   (mgal)                       NAVD 88
 HU1818
 HU1818  HORZ ORDER      -  SECOND
 HU1818  VERT ORDER      -  SECOND    CLASS I
 HU1818
 HU1818.The horizontal coordinates were established by classical geodetic methods
 HU1818.and adjusted by the National Geodetic Survey in January 1992.
 HU1818
 HU1818.The orthometric height was determined by differential leveling and
 HU1818.adjusted by the NATIONAL GEODETIC SURVEY
 HU1818.in June 1991.
 HU1818
 HU1818.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1818.GEOID18 height accuracy estimate available here.
 HU1818
 HU1818.Click photographs - Photos may exist for this station.
 HU1818
 HU1818.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1818
 HU1818.The dynamic height is computed by dividing the NAVD 88
 HU1818.geopotential number by the normal gravity value computed on the
 HU1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1818.degrees latitude (g = 980.6199 gals.).
 HU1818
 HU1818.The modeled gravity was interpolated from observed gravity values.
 HU1818
 HU1818. The following values were computed from the NAD 83(1991) position.
 HU1818
 HU1818;                    North         East     Units Scale Factor Converg.
 HU1818;SPC DE       -    51,338.050   176,825.265   MT  1.00000161   -0 09 54.6
 HU1818;SPC DE       -   168,431.59    580,134.22   sFT  1.00000161   -0 09 54.6
 HU1818;SPC MD       -    89,137.862   515,009.078   MT  0.99997574   +0 49 37.6
 HU1818;SPC MD       -   292,446.47  1,689,658.95   sFT  0.99997574   +0 49 37.6
 HU1818;UTM  18      - 4,257,319.797   440,482.691   MT  0.99964362   -0 25 27.6
 HU1818
 HU1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1818!SPC DE       -   1.00000383  x   1.00000161  =   1.00000544
 HU1818!SPC MD       -   1.00000383  x   0.99997574  =   0.99997957
 HU1818!UTM  18      -   1.00000383  x   0.99964362  =   0.99964745
 HU1818
 HU1818:                Primary Azimuth Mark                     Grid Az
 HU1818:SPC DE       -  BLACKWATER RM 3                          062 32 41.5
 HU1818:SPC MD       -  BLACKWATER RM 3                          061 33 09.3
 HU1818:UTM  18      -  BLACKWATER RM 3                          062 48 14.5
 HU1818
 HU1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4048257319(NAD 83)
 HU1818
 HU1818|---------------------------------------------------------------------|
 HU1818| PID    Reference Object                     Distance      Geod. Az  |
 HU1818|                                                           dddmmss.s |
 HU1818| DC7843 BLACKWATER RM 4                      21.195 METERS 03110     |
 HU1818| DC7841 BLACKWATER RM 1                      21.178 METERS 03113     |
 HU1818| HU2753 SALISBURY TV STA WBOC MAST          APPROX. 5.8 KM 0354549.7 |
 HU1818| HU1816 BLACKWATER RM 3                     APPROX. 0.9 KM 0622246.9 |
 HU1818| HU1817 MONUMENT E W 34 DE MD               418.739 METERS 1331133.2 |
 HU1818| HU1831 BOUNDARY MON 34 E W DE MD           424.287 METERS 1340336.9 |
 HU1818| HU1819 BLACKWATER A 1974                   341.383 METERS 24324     |
 HU1818| DC7842 BLACKWATER RM 2                      25.420 METERS 26821     |
 HU1818| HU2754 SALISBURY TV STA WMDT MAST          APPROX. 6.4 KM 3132637.6 |
 HU1818|---------------------------------------------------------------------|
 HU1818
 HU1818                          SUPERSEDED SURVEY CONTROL
 HU1818
 HU1818  NAD 83(1986)-  38 27 43.92520(N)    075 40 55.92308(W) AD(       ) 2
 HU1818  NAD 27      -  38 27 43.50922(N)    075 40 57.16844(W) AD(       ) 2
 HU1818  NGVD 29              11.51   (m)           37.8    (f) LEVELING    3  
 HU1818  NGVD 29 (06/12/91)   11.506  (m)           37.75   (f) ADJUSTED    2 1
 HU1818  NGVD 29 (07/19/86)   11.3    (m)           37.     (f) VERT ANG       
 HU1818
 HU1818.Superseded values are not recommended for survey control.
 HU1818
 HU1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1818.See file dsdata.pdf to determine how the superseded data were derived.
 HU1818
 HU1818_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1818_STAMPING: BLACKWATER 1974
 HU1818_MARK LOGO: NGS
 HU1818_PROJECTION: RECESSED 12 CENTIMETERS
 HU1818_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1818+STABILITY: SURFACE MOTION
 HU1818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1818+SATELLITE: SATELLITE OBSERVATIONS - January 26, 1990
 HU1818
 HU1818  HISTORY     - Date     Condition        Report By
 HU1818  HISTORY     - 1974     MONUMENTED       NGS
 HU1818  HISTORY     - 1974     GOOD             NGS
 HU1818  HISTORY     - 1976     GOOD             NGS
 HU1818  HISTORY     - 1977     GOOD             NGS
 HU1818  HISTORY     - 19820629 GOOD             NGS
 HU1818  HISTORY     - 1987     GOOD             NGS
 HU1818  HISTORY     - 19900126 GOOD             NGS
 HU1818  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU1818  HISTORY     - 20180905 GOOD             PROFLN
 HU1818
 HU1818                          STATION DESCRIPTION
 HU1818
 HU1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU1818'THE STATION IS LOCATED ABOUT 5.6 MILES WEST OF DELMAR,
 HU1818'DELAWARE, 3.0 MILES NORTH OF HEBRON, MARYLAND, 0.6 MILE EAST
 HU1818'OF THE MARYLAND-DELAWARE STATE LINE CORNER AND ON ROAD
 HU1818'OF THE MARYLAND-DELAWARE STATE LINE CORNER AND ON ROAD
 HU1818'RIGHT-OF-WAY.
 HU1818'
 HU1818'TO REACH THE STATION FROM THE RAILROAD CROSSING AND STATE
 HU1818'ROAD 54 IN DELMAR, GO WEST ON STATE ROAD 54 FOR 5.0 MILES TO
 HU1818'A Y-FORK, CONTINUE WEST ON STATE ROAD 54 FOR 0.05 MILE TO
 HU1818'REFERENCE MARK 3 ON THE RIGHT, CONTINUE WEST ON STATE ROAD 54
 HU1818'FOR 0.5 MILE TO POWERLINE POLE NUMBER 40A-10 AND THE STATION
 HU1818'ON THE LEFT.
 HU1818'
 HU1818'STATION MARKS ARE STANDARD DISKS STAMPED BLACKWATER
 HU1818'1974.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 HU1818'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 HU1818'SURFACE.  IT IS 21 FEET SOUTH OF THE CENTER OF STATE ROAD 54,
 HU1818'13 FEET EAST OF A DRIVEWAY AND 3 FEET NORTH OF POWERLINE
 HU1818'POLE NUMBER 40A-10.  THE UNDERGROUND DISK IS SET IN THE TOP
 HU1818'OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 HU1818'SURFACE.
 HU1818'
 HU1818'REFERENCE MARK 1, A STANDARD DISK STAMPED BLACKWATER NO 1
 HU1818'1974, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HU1818'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 44
 HU1818'FEET EAST-SOUTHEAST OF A GUY POLE NUMBER 10X, 15 FEET NORTH
 HU1818'OF THE CENTER OF STATE ROAD 54 AND 5 FEET SOUTH OF THE SOUTH
 HU1818'EDGE OF A CORN FIELD.
 HU1818'
 HU1818'REFERENCE MARK 2, A STANDARD DISK STAMPED BLACKWATER NO 2
 HU1818'1974, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HU1818'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 89 FEET
 HU1818'WEST-SOUTHWEST OF GUY POLE NUMBER 10X, 15 FEET NORTH OF THE
 HU1818'CENTER OF STATE ROAD 54 AND 5 FEET SOUTH OF THE CORN FIELD.
 HU1818'
 HU1818'REFERENCE MARK 3, A STANDARD DISK STAMPED BLACKWATER NO 3
 HU1818'1974, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HU1818'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 167 FEET
 HU1818'SOUTH OF A SIGN SHARPTOWN-LAUREL, 42 FEET NORTH OF THE CENTER
 HU1818'OF STATE ROAD 54 AND 27 FEET EAST OF A PAVED ROAD.  THE MARK
 HU1818'SERVES AS AN AZIMUTH MARK.
 HU1818
 HU1818                          STATION RECOVERY (1974)
 HU1818
 HU1818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HU1818'RECOVERED IN GOOD CONDITION.
 HU1818
 HU1818                          STATION RECOVERY (1976)
 HU1818
 HU1818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1818'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HU1818'CONDITION AS DESCRIBED.  A DIFFERENCE OF 1 MINUTE AND 28
 HU1818'SECONDS IN DIRECTION WAS NOTED TO REFERENCE MARK 1.  ALL
 HU1818'OTHER DISTANCES AND DIRECTIONS TO ALL OBJECTS WERE WITHIN
 HU1818'CLOSE AGREEMENT WITH THE 1974 OBSERVATIONS.
 HU1818'
 HU1818'THE MARYLAND-DELAWARE BOUNDARY MONUMENT 34 WAS SET AT THIS
 HU1818'DATE, SEE DESCRIPTION THEREOF.
 HU1818'
 HU1818'THE 1974 DESCRIPTION IS ADEQUATE.
 HU1818'
 HU1818'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1818'6 MILES WEST OF DELMAR.
 HU1818
 HU1818                          STATION RECOVERY (1977)
 HU1818
 HU1818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 HU1818'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HU1818'CONDITION AS PREVIOUSLY DESCRIBED.
 HU1818'
 HU1818'THE MARYLAND-DELAWARE BOUNDARY MONUMENT NUMBER 34 WAS RESET
 HU1818'AT THIS DATE, SEE DESCRIPTION THEREOF.
 HU1818'
 HU1818'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1818'6 MILES WEST OF DELMAR.
 HU1818
 HU1818                          STATION RECOVERY (1982)
 HU1818
 HU1818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HU1818'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED
 HU1818'AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND DESTROYED. A
 HU1818'NEW REFERENCE MARK 4 WAS SET ON THIS DATE.  A LONGER DISTANCE OF 0.02
 HU1818'FOOT (0.01 M) OR 0.006 METER (0.020 FT) WAS NOTED TO REFERENCE MARK
 HU1818'2. ALL OTHER DISTANCES AND DIRECTIONS WERE WITHIN CLOSE AGREEMENT
 HU1818'WITH THE MOST RECENT DATA AVAILABLE.
 HU1818'THE STATION IS LOCATED ABOUT 3 MILES (4.8 KM) NORTH OF HEBRON, 1/2
 HU1818'MILE EAST OF THE MARYLAND-DELAWARE CORNER STONE, AND ON ROAD
 HU1818'RIGHT-OF-WAY.  TO REACH FROM THE POINT WHERE STATE HIGHWAY 54 CROSSES
 HU1818'A RAILROAD IN DELMAR, TO WEST ON STATE HIGHWAY 54 FOR 5.4 MILES
 HU1818'(8.7 KM) TO A FORK.  KEEP LEFT AND CONTINUE WEST ON STATE HIGHWAY 54
 HU1818'FOR 0.05 MILE (0.08 KM) TO THE AZIMUTH MARK ON THE RIGHT, JUST EAST
 HU1818'OF A PAVED ROAD LEADING NORTH. CONTINUE WEST ON STATE HIGHWAY 54 FOR
 HU1818'0.55 MILE (0.89 KM) TO THE STATION ON THE LEFT AT A FARM LANE LEADING
 HU1818'SOUTH.
 HU1818'THE STATION MARK IS A STANDARD DISK STAMPED BLACKWATER 1974, SET IN
 HU1818'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 HU1818'SURFACE.  IT IS 84.0 FEET (25.6 M) SOUTHEAST OF A WITNESS POST, 70.0
 HU1818'FEET (21.3 M) SOUTHWEST OF A WITNESS POST, 21.5 FEET (6.6 M) SOUTH OF
 HU1818'THE CENTER OF STATE HIGHWAY 54, 8 FEET (2.4 M) EAST OF THE CENTER OF
 HU1818'THE PRIVATE DRIVE, AND 3.5 FEET (1.1 M) NORTH OF A POWERLINE POLE
 HU1818'NUMBERED 44507 96681 40 A 10.
 HU1818'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BLACKWATER NO 2 1974, SET
 HU1818'IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH IS 1 INCH BELOW THE
 HU1818'SURFACE.  IT IS 91.5 FEET (27.9 M) WEST OF THE POWERLINE POLE, 83.0
 HU1818'FEET (25.3 M) NORTHWEST OF ANOTHER POWERLINE POLE, 14 FEET (4.3 M)
 HU1818'NORTH OF THE CENTER OF STATE HIGHWAY 54, AND 1.0 FEET (0.3 M) SOUTH OF
 HU1818'A WITNESS POST.
 HU1818'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BLACKWATER 1974 NO 4 1981,
 HU1818'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH PROJECTS 2
 HU1818'INCHES.  IT IS 72 FEET (21.9 M) NORTHEAST OF THE POWERLINE POLE
 HU1818'NUMBERED 44507 96681 40 A 10, 43 FEET (13.1 M) EAST OF THE POWERLINE
 HU1818'POLE NUMBERED 44504 96689 2, 15 FEET (4.6 M) NORTH OF THE CENTER OF
 HU1818'STATE HIGHWAY 54, AND 1.2 FEET (0.4 M) SOUTH OF THE WITNESS POST.
 HU1818'REFERENCE MARK 3 (AZ MK) IS A STANDARD DISK STAMPED BLACKWATER NO 3
 HU1818'1974, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH IS FLUSH
 HU1818'WITH THE SURFACE.  IT IS 167 FEET (50.9 M) SOUTH OF A SIGN READING
 HU1818'SHARPTOWN-LAUREL, 43 FEET (13.1 M) NORTH OF THE CENTER OF STATE
 HU1818'HIGHWAY 54, 27 FEET (8.2 M) EAST OF THE CENTER OF A PAVED ROAD, AND
 HU1818'IN A SMALL ISLAND BETWEEN PAVED ROADS.
 HU1818
 HU1818                          STATION RECOVERY (1987)
 HU1818
 HU1818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRA)
 HU1818'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 HU1818'ALL MARKS WERE FOUND IN GOOD CONDITION WITH THE FOLLOWING
 HU1818'EXCEPTIONS. A LONGER DISTANCE OF 0.017 METERS OR 0.05 FT WAS NOTED
 HU1818'TO REFERENCE MARK FOUR.  A DIFFERENCE IN DIRECTION OF FOUR MINUTES
 HU1818'AND THIRTY FOUR SECONDS WAS ALSO NOTED TO REFERENCE MARK FOUR.  THE
 HU1818'REFERENCE MARK FOUR MAY HAVE BEEN DISTURBED SOMETIME IN THE PAST
 HU1818'BUT IT IS NOW SOLID AND IN GOOD CONDITION.  NO OTHER CHANGES WERE
 HU1818'NOTED AT THIS STATION. THE BOUNDARY MONUMENT WAS NOT INTERSECTED AT
 HU1818'THIS DATE.
 HU1818
 HU1818                          STATION RECOVERY (1990)
 HU1818
 HU1818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU1818'1.0 KM (0.62 MI) NORTHWESTERLY ALONG CHURCH STREET FROM THE JUNCTION
 HU1818'OF MAIN STREET IN HEBRON, THENCE 3.8 KM (2.36 MI) NORTHERLY ALONG OLD
 HU1818'RAILROAD, THENCE 1.5 KM (0.93 MI) EASTERLY ALONG STATE HIGHWAY 54,
 HU1818'6.4 M (21.00 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3.3 M (10.83
 HU1818'FT) EAST OF THE CENTER OF A DRIVEWAY, 1.1 M (3.61 FT) NORTH OF
 HU1818'UTILITY POLE NUMBER 44507 96681 40A 10, LEVEL WITH THE HIGHWAY, AND
 HU1818'IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 HU1818
 HU1818                          STATION RECOVERY (2013)
 HU1818
 HU1818'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU1818'MARK NOT FOUND.
 HU1818
 HU1818                          STATION RECOVERY (2018)
 HU1818
 HU1818'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2018 (JRO)
 HU1818'RECOVERED THE MAIN STATION 0.4 FT (12 CM) BELOW GROUND.
 HU1818'
 HU1818'REFERENCE MARK 2 AND REFERENCE MARK 4 WERE SEARCHED FOR AND NOT FOUND,
 HU1818'BUT MAY STILL EXIST.  NEED TO RETURN WITH TOTAL STATION TO SET OUT
 HU1818'BETTER AZIMUTH AND DISTANCE TO REFERENCE MARKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1816 ***********************************************************************
 HU1816  DESIGNATION -  BLACKWATER RM 3
 HU1816  PID         -  HU1816
 HU1816  STATE/COUNTY-  DE/SUSSEX
 HU1816  COUNTRY     -  US
 HU1816  USGS QUAD   -  HEBRON (2016)
 HU1816
 HU1816                         *CURRENT SURVEY CONTROL
 HU1816  ______________________________________________________________________
 HU1816* NAD 83(2011) POSITION- 38 27 57.62333(N) 075 40 22.60538(W)   ADJUSTED
 HU1816* NAD 83(2011) ELLIP HT-   -24.285 (meters)        (12/20/17)   ADJUSTED
 HU1816* NAD 83(2011) EPOCH   -  2010.00
 HU1816* NAVD 88 ORTHO HEIGHT -    11.372 (meters)       37.31  (feet) ADJUSTED
 HU1816  ______________________________________________________________________
 HU1816  GEOID HEIGHT    -        -35.656 (meters)                     GEOID18
 HU1816  NAD 83(2011) X  -  1,237,381.296 (meters)                     COMP
 HU1816  NAD 83(2011) Y  - -4,844,881.069 (meters)                     COMP
 HU1816  NAD 83(2011) Z  -  3,946,060.441 (meters)                     COMP
 HU1816  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 HU1816  DYNAMIC HEIGHT  -         11.365 (meters)       37.29  (feet) COMP
 HU1816  MODELED GRAVITY -    980,013.8   (mgal)                       NAVD 88
 HU1816
 HU1816  VERT ORDER      -  SECOND    CLASS I
 HU1816
 HU1816  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU1816  Standards:
 HU1816         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU1816            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU1816  -------------------------------------------------------------------
 HU1816  NETWORK    1.37   1.14           0.60   0.51   0.58     -0.01876603
 HU1816  -------------------------------------------------------------------
 HU1816  Click here for local accuracies and other accuracy information.
 HU1816
 HU1816.The horizontal coordinates were established by GPS observations
 HU1816.and adjusted by the MASER CONSULTING in December 2017.
 HU1816
 HU1816.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU1816.been affixed to the stable North American tectonic plate. See 
 HU1816.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU1816
 HU1816.The horizontal coordinates are valid at the epoch date displayed above
 HU1816.which is a decimal equivalence of Year/Month/Day.
 HU1816
 HU1816.The orthometric height was determined by differential leveling and
 HU1816.adjusted by the NATIONAL GEODETIC SURVEY
 HU1816.in June 1991.
 HU1816
 HU1816.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1816.GEOID18 height accuracy estimate available here.
 HU1816
 HU1816.Click photographs - Photos may exist for this station.
 HU1816
 HU1816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU1816
 HU1816.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1816
 HU1816.The ellipsoidal height was determined by GPS observations
 HU1816.and is referenced to NAD 83.
 HU1816
 HU1816.The dynamic height is computed by dividing the NAVD 88
 HU1816.geopotential number by the normal gravity value computed on the
 HU1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1816.degrees latitude (g = 980.6199 gals.).
 HU1816
 HU1816.The modeled gravity was interpolated from observed gravity values.
 HU1816
 HU1816. The following values were computed from the NAD 83(2011) position.
 HU1816
 HU1816;                    North         East     Units Scale Factor Converg.
 HU1816;SPC DE       -    51,757.992   177,633.642   MT  1.00000116   -0 09 33.9
 HU1816;SPC DE       -   169,809.35    582,786.37   sFT  1.00000116   -0 09 33.9
 HU1816;SPC MD       -    89,571.730   515,810.040   MT  0.99997527   +0 49 58.5
 HU1816;SPC MD       -   293,869.92  1,692,286.77   sFT  0.99997527   +0 49 58.5
 HU1816;UTM  18      - 4,257,735.929   441,292.668   MT  0.99964244   -0 25 07.0
 HU1816
 HU1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1816!SPC DE       -   1.00000381  x   1.00000116  =   1.00000497
 HU1816!SPC MD       -   1.00000381  x   0.99997527  =   0.99997908
 HU1816!UTM  18      -   1.00000381  x   0.99964244  =   0.99964625
 HU1816
 HU1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4129257735(NAD 83)
 HU1816
 HU1816|---------------------------------------------------------------------|
 HU1816| PID    Reference Object                     Distance      Geod. Az  |
 HU1816|                                                           dddmmss.s |
 HU1816| HU1815 BRADLEY C 1974                      348.020 METERS 08922     |
 HU1816|---------------------------------------------------------------------|
 HU1816
 HU1816                          SUPERSEDED SURVEY CONTROL
 HU1816
 HU1816  NAD 83(1991)-  38 27 57.62519(N)    075 40 22.60633(W) AD(       ) 2
 HU1816  NAD 83(1986)-  38 27 57.62034(N)    075 40 22.62891(W) AD(       ) 2
 HU1816  NAD 27      -  38 27 57.20523(N)    075 40 23.87674(W) AD(       ) 2
 HU1816  NGVD 29              11.62   (m)           38.1    (f) LEVELING    3  
 HU1816  NGVD 29 (06/12/91)   11.618  (m)           38.12   (f) ADJUSTED    2 1
 HU1816  NGVD 29 (07/19/86)   11.5    (m)           38.     (f) VERT ANG       
 HU1816
 HU1816.Superseded values are not recommended for survey control.
 HU1816
 HU1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1816.See file dsdata.pdf to determine how the superseded data were derived.
 HU1816
 HU1816_MARKER: DR = REFERENCE MARK DISK
 HU1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1816_STAMPING: BLACKWATER NO 3 1974
 HU1816_MARK LOGO: NGS
 HU1816_PROJECTION: RECESSED 10 CENTIMETERS
 HU1816_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1816+STABILITY: SURFACE MOTION
 HU1816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1816+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2018
 HU1816
 HU1816  HISTORY     - Date     Condition        Report By
 HU1816  HISTORY     - 1974     MONUMENTED       NGS
 HU1816  HISTORY     - 1974     GOOD             NGS
 HU1816  HISTORY     - 1987     GOOD             NGS
 HU1816  HISTORY     - 19900126 GOOD             NGS
 HU1816  HISTORY     - 20040419 GOOD             GEOCAC
 HU1816  HISTORY     - 20081014 GOOD             OPUS
 HU1816  HISTORY     - 20130614 GOOD             DELCOS
 HU1816  HISTORY     - 20180905 GOOD             PROFLN
 HU1816
 HU1816                          STATION DESCRIPTION
 HU1816
 HU1816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 HU1816'TO REACH THE STATION FROM THE RAILROAD CROSSING AND STATE
 HU1816'ROAD 54 IN DELMAR, DELAWARE, GO WEST ON STATE ROAD 54 FOR 5.0 MILES
 HU1816'TO A Y-FORK, CONTINUE WEST ON STATE ROAD 54 FOR 0.05 MILE TO
 HU1816'STATION ON THE RIGHT.
 HU1816'
 HU1816'STATION, A STANDARD DISK STAMPED BLACKWATER NO 3
 HU1816'1974, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HU1816'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 167 FEET
 HU1816'SOUTH OF A SIGN SHARPTOWN-LAUREL, 42 FEET NORTH OF THE CENTER
 HU1816'OF STATE ROAD 54 AND 27 FEET EAST OF A PAVED ROAD.  THE MARK
 HU1816'SERVES AS AN AZIMUTH MARK.
 HU1816
 HU1816                          STATION RECOVERY (1974)
 HU1816
 HU1816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HU1816'RECOVERED IN GOOD CONDITION.
 HU1816
 HU1816                          STATION RECOVERY (1987)
 HU1816
 HU1816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (MRA)
 HU1816'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 HU1816'NO CHANGES AT THIS STATION.
 HU1816
 HU1816                          STATION RECOVERY (1990)
 HU1816
 HU1816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU1816'1.0 KM (0.62 MI) NORTHWESTERLY ALONG CHURCH STREET FROM THE JUNCTION
 HU1816'OF MAIN STREET IN HEBRON, THENCE 3.8 KM (2.36 MI) NORTHERLY ALONG OLD
 HU1816'RAILROAD ROAD, THENCE 2.4 KM (1.49 MI) EASTERLY ALONG STATE HIGHWAY
 HU1816'54, 12.8 M (41.99 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 8.2 M
 HU1816'(26.90 FT) EAST OF THE CENTER OF A PAVED ROAD, 0.3 M (0.98 FT) BELOW
 HU1816'THE LEVEL OF THE HIGHWAY, AND IN A CONCRETE MONUMENT THAT IS 0.1 M
 HU1816'(0.33 FT) BELOW THE GROUND SURFACE.
 HU1816
 HU1816                          STATION RECOVERY (2004)
 HU1816
 HU1816'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 HU1816'RECOVERED IN GOOD CONDITION.
 HU1816
 HU1816                          STATION RECOVERY (2008)
 HU1816
 HU1816'RECOVERY NOTE BY OPUS SHARED SOLUTIONS 2008 (OPS)
 HU1816'THE MARK IS FOUND ABOUT 8.3 MI (13.4 KM) SOUTHWEST OF LAUREL, 7.7 MI
 HU1816'(12.4 KM) SOUTH-SOUTHWEST OF BETHEL AND 5.2 MI (8.4 KM) WEST OF
 HU1816'DELMAR.
 HU1816
 HU1816                          STATION RECOVERY (2013)
 HU1816
 HU1816'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU1816'PAVED ROAD PREVIOUSLY DESCRIBED 8.2 EAST OF MONUMENT IS COLUMBIA ROAD.
 HU1816
 HU1816                          STATION RECOVERY (2018)
 HU1816
 HU1816'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2018 (JRO)
 HU1816'RECOVERED AS DESCRIBED FROM THE ROAD DISTANCES, IN A GRASS ISLAND
 HU1816'BORDERED BY THREE ROADS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1702 ***********************************************************************
 JU1702  DESIGNATION -  BM USE
 JU1702  PID         -  JU1702
 JU1702  STATE/COUNTY-  DE/NEW CASTLE
 JU1702  COUNTRY     -  US
 JU1702  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1702
 JU1702                         *CURRENT SURVEY CONTROL
 JU1702  ______________________________________________________________________
 JU1702* NAD 83(1986) POSITION- 39 42 38.     (N) 075 36 32.     (W)   SCALED
 JU1702* NAVD 88 ORTHO HEIGHT -     3.560 (meters)       11.68  (feet) ADJUSTED
 JU1702  ______________________________________________________________________
 JU1702  GEOID HEIGHT    -        -32.957 (meters)                     GEOID18
 JU1702  DYNAMIC HEIGHT  -          3.559 (meters)       11.68  (feet) COMP
 JU1702  MODELED GRAVITY -    980,171.6   (mgal)                       NAVD 88
 JU1702
 JU1702  VERT ORDER      -  SECOND    CLASS 0
 JU1702
 JU1702.The horizontal coordinates were scaled from a map and have
 JU1702.an estimated accuracy of +/- 6 seconds.
 JU1702
 JU1702.The orthometric height was determined by differential leveling and
 JU1702.adjusted by the NATIONAL GEODETIC SURVEY
 JU1702.in June 1991.
 JU1702
 JU1702.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1702.GEOID18 height accuracy estimate available here.
 JU1702
 JU1702.Click photographs - Photos may exist for this station.
 JU1702
 JU1702.The dynamic height is computed by dividing the NAVD 88
 JU1702.geopotential number by the normal gravity value computed on the
 JU1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1702.degrees latitude (g = 980.6199 gals.).
 JU1702
 JU1702.The modeled gravity was interpolated from observed gravity values.
 JU1702
 JU1702;                    North         East    Units  Estimated Accuracy
 JU1702;SPC DE       -   189,910.      183,520.      MT  (+/- 180 meters Scaled)
 JU1702
 JU1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ478958(NAD 83)
 JU1702
 JU1702                          SUPERSEDED SURVEY CONTROL
 JU1702
 JU1702  NGVD 29 (11/26/84)    3.909  (m)           12.82   (f) ADJUSTED    2 0
 JU1702
 JU1702.Superseded values are not recommended for survey control.
 JU1702
 JU1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1702.See file dsdata.pdf to determine how the superseded data were derived.
 JU1702
 JU1702_MARKER: DD = SURVEY DISK
 JU1702_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1702_SP_SET: BRIDGE
 JU1702_MARK LOGO: USACE
 JU1702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1702
 JU1702  HISTORY     - Date     Condition        Report By
 JU1702  HISTORY     - UNK      MONUMENTED       USACE
 JU1702  HISTORY     - 1969     GOOD             CGS
 JU1702  HISTORY     - 19990130 MARK NOT FOUND   USPSQD
 JU1702  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1702
 JU1702                          STATION DESCRIPTION
 JU1702
 JU1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 JU1702'AT NEWPORT.
 JU1702'AT NEWPORT, 0.1 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE
 JU1702'OVERPASS OF THE PENNSYLVANIA RAILROAD OVER HIGHWAY 41, IN TOP OF
 JU1702'SIDEWALK OF HIGHWAY BRIDGE OVER CHRISTINA RIVER, 1/2 FOOT WEST
 JU1702'OF THE SOUTHWEST CORNER OF CONTROL HOUSE BUILDING, 1 1/2 FEET
 JU1702'EAST-SOUTHEAST OF NEWPORT AZIMUTH MARK, ABOUT LEVEL WITH THE HWY.
 JU1702
 JU1702                          STATION RECOVERY (1999)
 JU1702
 JU1702'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU1702'MARK NOT FOUND.
 JU1702
 JU1702                          STATION RECOVERY (2013)
 JU1702
 JU1702'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1702'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN8345 ***********************************************************************
 DN8345  DESIGNATION -  BMH 1
 DN8345  PID         -  DN8345
 DN8345  STATE/COUNTY-  DE/KENT
 DN8345  COUNTRY     -  US
 DN8345  USGS QUAD   -  LITTLE CREEK (2016)
 DN8345
 DN8345                         *CURRENT SURVEY CONTROL
 DN8345  ______________________________________________________________________
 DN8345* NAD 83(1986) POSITION- 39 12 27.93   (N) 075 27 58.43   (W)   HD_HELD1
 DN8345* NAVD 88 ORTHO HEIGHT -     3.735 (meters)       12.25  (feet) ADJUSTED
 DN8345  ______________________________________________________________________
 DN8345  GEOID HEIGHT    -        -34.290 (meters)                     GEOID18
 DN8345  DYNAMIC HEIGHT  -          3.733 (meters)       12.25  (feet) COMP
 DN8345  MODELED GRAVITY -    980,095.9   (mgal)                       NAVD 88
 DN8345
 DN8345  VERT ORDER      -  FIRST     CLASS II
 DN8345
 DN8345.The horizontal coordinates were determined by differentially corrected
 DN8345.hand held GPS observations or other comparable positioning techniques
 DN8345.and have an estimated accuracy of +/- 3 meters.
 DN8345
 DN8345.The orthometric height was determined by differential leveling and
 DN8345.adjusted by the NATIONAL GEODETIC SURVEY
 DN8345.in January 2013.
 DN8345
 DN8345.No vertical observational check was made to the station.
 DN8345
 DN8345.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8345.GEOID18 height accuracy estimate available here.
 DN8345
 DN8345.Click photographs - Photos may exist for this station.
 DN8345
 DN8345.The dynamic height is computed by dividing the NAVD 88
 DN8345.geopotential number by the normal gravity value computed on the
 DN8345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8345.degrees latitude (g = 980.6199 gals.).
 DN8345
 DN8345.The modeled gravity was interpolated from observed gravity values.
 DN8345
 DN8345;                    North         East    Units  Estimated Accuracy
 DN8345;SPC DE       -   134,071.3     195,719.1     MT  (+/- 3 meters HH1 GPS) 
 DN8345
 DN8345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5974639935(NAD 83)
 DN8345
 DN8345                          SUPERSEDED SURVEY CONTROL
 DN8345
 DN8345.No superseded survey control is available for this station.
 DN8345
 DN8345_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DN8345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8345_STAMPING: BMH 1 1993
 DN8345_MARK LOGO: USFWS
 DN8345_PROJECTION: FLUSH
 DN8345_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DN8345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8345+STABILITY: SURFACE MOTION
 DN8345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8345+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1993
 DN8345
 DN8345  HISTORY     - Date     Condition        Report By
 DN8345  HISTORY     - 19930101 MONUMENTED       USFWS
 DN8345
 DN8345                          STATION DESCRIPTION
 DN8345
 DN8345'DESCRIBED BY US FISH AND WILDLIFE SERVICE 1993 (MJH)
 DN8345'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTHEAST OF WYOMING,
 DN8345'4.6 MI (7.4 KM) NORTHEAST OF DOVER AND 3.0 MI (4.8 KM) NORTH-NORTHWEST
 DN8345'OF LITTLE CREEK.
 DN8345'
 DN8345'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 8 AND US ROUTE 13,
 DN8345'HEAD NORTHEAST ON DELAWARE ROUTE 8 AND LITTLE CREEK ROAD FOR 0.7 MI
 DN8345'(1.1 KM) TURN LEFT ONTO ACORN LANE AND TRAVEL 0.6 MI (1.0 KM) TURN
 DN8345'RIGHT ONTO WHITE OAK ROAD AND TRAVEL 2.1 MI (3.4 KM) CROSS DELAWARE
 DN8345'ROUTE 9 AND CONTINUE STRAIGHT ONTO COUNTY ROAD 86 AND SAVANAH ROAD FOR
 DN8345'0.2 MI (0.3 KM) CONTINUE STRAIGHT ONTO COUNTY ROAD 87 AND DONAS
 DN8345'LANDING ROAD FOR 0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT.
 DN8345'
 DN8345'IT IS 74.06 M (243.0 FT) SOUTHWEST OF A POWER LINE POLE NUMBERED 17,
 DN8345'52.83 M (173.3 FT) SOUTHWEST OF THE WEST END OF A CONCRETE DRAINAGE
 DN8345'PIPE, 18.95 M (62.2 FT) EAST-NORTHEAST OF A POWER LINE POLE NUMBERED
 DN8345'16, 2.81 M (9.2 FT) SOUTHEAST OF THE CENTERLINE OF DONAS LANDING ROAD
 DN8345'AND SET IN THE TOP OF A 30-CM (12 INCH) ROUND CONCRETE POST AND ABOUT
 DN8345'LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN8354 ***********************************************************************
 DN8354  DESIGNATION -  BMH 10
 DN8354  PID         -  DN8354
 DN8354  STATE/COUNTY-  DE/KENT
 DN8354  COUNTRY     -  US
 DN8354  USGS QUAD   -  LITTLE CREEK (2016)
 DN8354
 DN8354                         *CURRENT SURVEY CONTROL
 DN8354  ______________________________________________________________________
 DN8354* NAD 83(1986) POSITION- 39 11 48.89   (N) 075 28 45.32   (W)   HD_HELD1
 DN8354* NAVD 88 ORTHO HEIGHT -     4.689 (meters)       15.38  (feet) ADJUSTED
 DN8354  ______________________________________________________________________
 DN8354  GEOID HEIGHT    -        -34.314 (meters)                     GEOID18
 DN8354  DYNAMIC HEIGHT  -          4.686 (meters)       15.37  (feet) COMP
 DN8354  MODELED GRAVITY -    980,094.2   (mgal)                       NAVD 88
 DN8354
 DN8354  VERT ORDER      -  FIRST     CLASS II
 DN8354
 DN8354.The horizontal coordinates were determined by differentially corrected
 DN8354.hand held GPS observations or other comparable positioning techniques
 DN8354.and have an estimated accuracy of +/- 3 meters.
 DN8354
 DN8354.The orthometric height was determined by differential leveling and
 DN8354.adjusted by the NATIONAL GEODETIC SURVEY
 DN8354.in January 2013.
 DN8354
 DN8354.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8354.GEOID18 height accuracy estimate available here.
 DN8354
 DN8354.Click photographs - Photos may exist for this station.
 DN8354
 DN8354.The dynamic height is computed by dividing the NAVD 88
 DN8354.geopotential number by the normal gravity value computed on the
 DN8354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8354.degrees latitude (g = 980.6199 gals.).
 DN8354
 DN8354.The modeled gravity was interpolated from observed gravity values.
 DN8354
 DN8354;                    North         East    Units  Estimated Accuracy
 DN8354;SPC DE       -   132,868.0     194,593.2     MT  (+/- 3 meters HH1 GPS) 
 DN8354
 DN8354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5861538738(NAD 83)
 DN8354
 DN8354                          SUPERSEDED SURVEY CONTROL
 DN8354
 DN8354.No superseded survey control is available for this station.
 DN8354
 DN8354_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DN8354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8354_STAMPING: BMH 10 2011
 DN8354_MARK LOGO: USFWS
 DN8354_PROJECTION: FLUSH
 DN8354_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DN8354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8354+STABILITY: SURFACE MOTION
 DN8354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8354+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2011
 DN8354
 DN8354  HISTORY     - Date     Condition        Report By
 DN8354  HISTORY     - 20110915 MONUMENTED       USFWS
 DN8354
 DN8354                          STATION DESCRIPTION
 DN8354
 DN8354'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2011 (JCW)
 DN8354'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTHEAST OF WYOMING,
 DN8354'3.6 MI (5.8 KM) NORTHEAST OF DOVER AND 2.6 MI (4.2 KM) NORTHWEST OF
 DN8354'LITTLE CREEK.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN8354'
 DN8354'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 8, EAST DIVISION
 DN8354'STREET AND US ROUTE 13, HEAD NORTHEAST, ALONG DELAWARE ROUTE 8, EAST
 DN8354'DIVISION STREET, NORTH LITTLE CREEEK ROAD FOR 0.7 MI (1.1 KM) TURN
 DN8354'LEFT ONTO ACORN LANE FOR 0.6 MI (1.0 KM) TURN RIGHT ONTO WHITE OAK
 DN8354'ROAD FOR 2.1 MI (3.4 KM) CROSS DELWARE ROUTE 9.  CONTINUE STRAIGHT
 DN8354'ONTO COUNTY ROAD 86, SAVANAH ROAD FOR 50 FT (15.2 M) TO THE STATION ON
 DN8354'THE RIGHT.
 DN8354'
 DN8354'IT IS 45.58 M (149.5 FT) NORTHEAST OF CENTER OF A LARGE METAL
 DN8354'TRANMSISSION POLE NUMBERED 189, 40.40 M (132.5 FT) SOUTH OF CENTER OF
 DN8354'A LARGE METAL TRANMSISSION POLE NUMBERED 1268, 17.56 M (57.6 FT) NORTH
 DN8354'OF A UTILITY POLE NUMBERED 12502, 11.00 M (36.1 FT) EAST OF THE
 DN8354'CENTERLINE OF SAVANNAH ROAD, 8.59 M (28.2 FT) NORTH OF THE CENTERLINE
 DN8354'OF STATE ROUTE 9 AND SET IN THE TOP OF A 30-CM (12 INCH) ROUND
 DN8354'CONCRETE POST AND ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN8355 ***********************************************************************
 DN8355  DESIGNATION -  BMH 11
 DN8355  PID         -  DN8355
 DN8355  STATE/COUNTY-  DE/KENT
 DN8355  COUNTRY     -  US
 DN8355  USGS QUAD   -  LITTLE CREEK (2016)
 DN8355
 DN8355                         *CURRENT SURVEY CONTROL
 DN8355  ______________________________________________________________________
 DN8355* NAD 83(1986) POSITION- 39 11 29.94   (N) 075 28 00.89   (W)   HD_HELD1
 DN8355* NAVD 88 ORTHO HEIGHT -     5.602 (meters)       18.38  (feet) ADJUSTED
 DN8355  ______________________________________________________________________
 DN8355  GEOID HEIGHT    -        -34.350 (meters)                     GEOID18
 DN8355  DYNAMIC HEIGHT  -          5.599 (meters)       18.37  (feet) COMP
 DN8355  MODELED GRAVITY -    980,092.9   (mgal)                       NAVD 88
 DN8355
 DN8355  VERT ORDER      -  FIRST     CLASS II
 DN8355
 DN8355.The horizontal coordinates were determined by differentially corrected
 DN8355.hand held GPS observations or other comparable positioning techniques
 DN8355.and have an estimated accuracy of +/- 3 meters.
 DN8355
 DN8355.The orthometric height was determined by differential leveling and
 DN8355.adjusted by the NATIONAL GEODETIC SURVEY
 DN8355.in January 2013.
 DN8355
 DN8355.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8355.GEOID18 height accuracy estimate available here.
 DN8355
 DN8355.Click photographs - Photos may exist for this station.
 DN8355
 DN8355.The dynamic height is computed by dividing the NAVD 88
 DN8355.geopotential number by the normal gravity value computed on the
 DN8355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8355.degrees latitude (g = 980.6199 gals.).
 DN8355
 DN8355.The modeled gravity was interpolated from observed gravity values.
 DN8355
 DN8355;                    North         East    Units  Estimated Accuracy
 DN8355;SPC DE       -   132,283.0     195,659.1     MT  (+/- 3 meters HH1 GPS) 
 DN8355
 DN8355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5967838148(NAD 83)
 DN8355
 DN8355                          SUPERSEDED SURVEY CONTROL
 DN8355
 DN8355.No superseded survey control is available for this station.
 DN8355
 DN8355_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DN8355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8355_STAMPING: BMH 11 2011
 DN8355_MARK LOGO: USFWS
 DN8355_PROJECTION: FLUSH
 DN8355_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DN8355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8355+STABILITY: SURFACE MOTION
 DN8355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8355+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2011
 DN8355
 DN8355  HISTORY     - Date     Condition        Report By
 DN8355  HISTORY     - 20110915 MONUMENTED       USFWS
 DN8355
 DN8355                          STATION DESCRIPTION
 DN8355
 DN8355'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2011 (JCW)
 DN8355'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTHEAST OF WYOMING,
 DN8355'3.9 MI (6.3 KM) NORTHEAST OF DOVER AND 2.0 MI (3.2 KM) NORTH-NORTHWEST
 DN8355'OF LITTLE CREEK.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN8355'
 DN8355'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 8, EAST DIVISION
 DN8355'STREET AND US ROUTE 13, HEAD NORTHEAST ALONG DELAWARE ROUTE 8, EAST
 DN8355'DIVISION STREET AND NORTH LITTLE CREEK ROAD, 3.6 MI (5.8 KM) TURN LEFT
 DN8355'ONTO DELAWARE ROUTE 9, BAYSIDE DRIVE FOR 1.7 MI (2.7 KM) TO THE
 DN8355'STATION ON THE LEFT.
 DN8355'
 DN8355'IT IS 54.2 M (177.8 FT) NORTHWEST OF THE CENTERLINE OF A PAVED
 DN8355'DRIVEWAY, 40.45 M (132.7 FT) NORTH OF AN 18 IN OAK TREE, 31.4 M (103.0
 DN8355'FT) SOUTH-SOUTHEAST OF AN 80 CM (31 INCH) DIAMETER METAL TRANMISSION
 DN8355'POLE NUMBER 45, 28.55 M (93.7 FT) NORTHWEST OF AN UNMARKED WOODEN
 DN8355'UTILITY POLE, 2.49 M (8.2 FT) WEST OF THE WESTERLY EDGE OF PAVEMENT
 DN8355'FOR DELAWARE ROUTE 9 AND SET IN THE TOP OF A 30-CM (12 INCH) ROUND
 DN8355'CONCRETE POST AND ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN8356 ***********************************************************************
 DN8356  DESIGNATION -  BMH 12
 DN8356  PID         -  DN8356
 DN8356  STATE/COUNTY-  DE/KENT
 DN8356  COUNTRY     -  US
 DN8356  USGS QUAD   -  LITTLE CREEK (2016)
 DN8356
 DN8356                         *CURRENT SURVEY CONTROL
 DN8356  ______________________________________________________________________
 DN8356* NAD 83(1986) POSITION- 39 10 43.97   (N) 075 27 12.74   (W)   HD_HELD1
 DN8356* NAVD 88 ORTHO HEIGHT -     4.159 (meters)       13.65  (feet) ADJUSTED
 DN8356  ______________________________________________________________________
 DN8356  GEOID HEIGHT    -        -34.416 (meters)                     GEOID18
 DN8356  DYNAMIC HEIGHT  -          4.156 (meters)       13.64  (feet) COMP
 DN8356  MODELED GRAVITY -    980,090.1   (mgal)                       NAVD 88
 DN8356
 DN8356  VERT ORDER      -  FIRST     CLASS II
 DN8356
 DN8356.The horizontal coordinates were determined by differentially corrected
 DN8356.hand held GPS observations or other comparable positioning techniques
 DN8356.and have an estimated accuracy of +/- 3 meters.
 DN8356
 DN8356.The orthometric height was determined by differential leveling and
 DN8356.adjusted by the NATIONAL GEODETIC SURVEY
 DN8356.in January 2013.
 DN8356
 DN8356.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8356.GEOID18 height accuracy estimate available here.
 DN8356
 DN8356.Click photographs - Photos may exist for this station.
 DN8356
 DN8356.The dynamic height is computed by dividing the NAVD 88
 DN8356.geopotential number by the normal gravity value computed on the
 DN8356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8356.degrees latitude (g = 980.6199 gals.).
 DN8356
 DN8356.The modeled gravity was interpolated from observed gravity values.
 DN8356
 DN8356;                    North         East    Units  Estimated Accuracy
 DN8356;SPC DE       -   130,864.8     196,814.0     MT  (+/- 3 meters HH1 GPS) 
 DN8356
 DN8356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6082636725(NAD 83)
 DN8356
 DN8356                          SUPERSEDED SURVEY CONTROL
 DN8356
 DN8356.No superseded survey control is available for this station.
 DN8356
 DN8356_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DN8356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8356_STAMPING: BMH 12 2011
 DN8356_MARK LOGO: USFWS
 DN8356_PROJECTION: FLUSH
 DN8356_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DN8356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8356+STABILITY: SURFACE MOTION
 DN8356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8356+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2011
 DN8356
 DN8356  HISTORY     - Date     Condition        Report By
 DN8356  HISTORY     - 20110915 MONUMENTED       USFWS
 DN8356
 DN8356                          STATION DESCRIPTION
 DN8356
 DN8356'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2011 (JCW)
 DN8356'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTHEAST OF WYOMING,
 DN8356'4.1 MI (6.6 KM) EAST-NORTHEAST OF DOVER AND 0.9 MI (1.4 KM)
 DN8356'NORTH-NORTHWEST OF LITTLE CREEK.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN8356'
 DN8356'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 8, EAST DIVISION
 DN8356'STREET AND US ROUTE 13, HEAD NORTHEAST ALONG DELAWARE ROUTE 8, EAST
 DN8356'DIVISION STREET AND NORTH LITTLE CREEK ROAD, 3.6 MI (5.8 KM) TURN LEFT
 DN8356'ONTO DELAWARE ROUTE 9, BAYSIDE DRIVE FOR 0.5 MI (0.8 KM) TO THE
 DN8356'STATION ON THE RIGHT.
 DN8356'
 DN8356'IT IS 73.05 M (239.7 FT) SOUTH-SOUTHEAST OF AN 80 CM (31 INCH)
 DN8356'DIAMETER METAL TRANMISSION POLE NUMBER 18, 56.45 M (185.2 FT)
 DN8356'SOUTHEAST OF THE CENTERLINE OF A DIRT ENTRANCE, 39 M (128.0 FT) NORTH
 DN8356'OF AN 80 CM (31 INCH) DIAMETER METAL TRANMISSION POLE NUMBER 16, 4.7 M
 DN8356'(15.4 FT) SOUTHWEST OF A WOOD UTILITY POLE NUMBERED 17, 3.3 M (10.8
 DN8356'FT) NORTHEAST OF THE EASTERLY EDGE OF PAVEMENT OF STATE ROUTE 9 AND
 DN8356'SET IN THE TOP OF A 30-CM (12 INCH) ROUND CONCRETE POST AND ABOUT
 DN8356'LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN8357 ***********************************************************************
 DN8357  DESIGNATION -  BMH 13
 DN8357  PID         -  DN8357
 DN8357  STATE/COUNTY-  DE/KENT
 DN8357  COUNTRY     -  US
 DN8357  USGS QUAD   -  LITTLE CREEK (2016)
 DN8357
 DN8357                         *CURRENT SURVEY CONTROL
 DN8357  ______________________________________________________________________
 DN8357* NAD 83(1986) POSITION- 39 10 08.07   (N) 075 28 07.16   (W)   HD_HELD1
 DN8357* NAVD 88 ORTHO HEIGHT -     4.714 (meters)       15.47  (feet) ADJUSTED
 DN8357  ______________________________________________________________________
 DN8357  GEOID HEIGHT    -        -34.435 (meters)                     GEOID18
 DN8357  DYNAMIC HEIGHT  -          4.711 (meters)       15.46  (feet) COMP
 DN8357  MODELED GRAVITY -    980,088.4   (mgal)                       NAVD 88
 DN8357
 DN8357  VERT ORDER      -  FIRST     CLASS II
 DN8357
 DN8357.The horizontal coordinates were determined by differentially corrected
 DN8357.hand held GPS observations or other comparable positioning techniques
 DN8357.and have an estimated accuracy of +/- 3 meters.
 DN8357
 DN8357.The orthometric height was determined by differential leveling and
 DN8357.adjusted by the NATIONAL GEODETIC SURVEY
 DN8357.in January 2013.
 DN8357
 DN8357.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8357.GEOID18 height accuracy estimate available here.
 DN8357
 DN8357.Click photographs - Photos may exist for this station.
 DN8357
 DN8357.The dynamic height is computed by dividing the NAVD 88
 DN8357.geopotential number by the normal gravity value computed on the
 DN8357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8357.degrees latitude (g = 980.6199 gals.).
 DN8357
 DN8357.The modeled gravity was interpolated from observed gravity values.
 DN8357
 DN8357;                    North         East    Units  Estimated Accuracy
 DN8357;SPC DE       -   129,758.3     195,507.1     MT  (+/- 3 meters HH1 GPS) 
 DN8357
 DN8357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5951435625(NAD 83)
 DN8357
 DN8357                          SUPERSEDED SURVEY CONTROL
 DN8357
 DN8357.No superseded survey control is available for this station.
 DN8357
 DN8357_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DN8357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8357_STAMPING: BMH 13 2011
 DN8357_MARK LOGO: USFWS
 DN8357_PROJECTION: FLUSH
 DN8357_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DN8357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8357+STABILITY: SURFACE MOTION
 DN8357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8357+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2019
 DN8357
 DN8357  HISTORY     - Date     Condition        Report By
 DN8357  HISTORY     - 20110915 MONUMENTED       USFWS
 DN8357  HISTORY     - 20190812 GOOD             USPSQD
 DN8357
 DN8357                          STATION DESCRIPTION
 DN8357
 DN8357'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2011 (JCW)
 DN8357'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHEAST OF WYOMING, 3.1
 DN8357'MI (5.0 KM) EAST-NORTHEAST OF DOVER AND 1.1 MI (1.8 KM) WEST OF LITTLE
 DN8357'CREEK.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN8357'
 DN8357'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 8, EAST DIVISION
 DN8357'STREET AND US ROUTE 13, HEAD NORTHEAST ALONG DELAWARE ROUTE 8, EAST
 DN8357'DIVISION STREET AND NORTH LITTLE CREEK ROAD, 2.6 MI (4.2 KM) TO THE
 DN8357'STATION ON THE LEFT.
 DN8357'
 DN8357'IT IS 106 M (347.8 FT) EAST-NORTHEAST OF THE NORTHEASTERLY CORNER OF A
 DN8357'PUMP HOUSE, 41.05 M (134.7 FT) WEST-SOUTHWEST OF A UTILITY POLE
 DN8357'NUMBERED 63, 6.65 M (21.8 FT) EAST-NORTHEAST OF A UTILITY POLE
 DN8357'NUMBERED 62, 4.4 M (14.4 FT) NORTHWEST OF THE NORTHERLY EDGE OF
 DN8357'PAVEMENT FORM DELAWARE ROUTE 8 AND SET IN THE TOP OF A 30-CM (12 INCH)
 DN8357'ROUND CONCRETE POST AND ABOUT LEVEL WITH THE GROUND.
 DN8357
 DN8357                          STATION RECOVERY (2019)
 DN8357
 DN8357'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 DN8357'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN8358 ***********************************************************************
 DN8358  DESIGNATION -  BMH 14
 DN8358  PID         -  DN8358
 DN8358  STATE/COUNTY-  DE/KENT
 DN8358  COUNTRY     -  US
 DN8358  USGS QUAD   -  LITTLE CREEK (2016)
 DN8358
 DN8358                         *CURRENT SURVEY CONTROL
 DN8358  ______________________________________________________________________
 DN8358* NAD 83(1986) POSITION- 39 09 57.46   (N) 075 29 06.37   (W)   HD_HELD1
 DN8358* NAVD 88 ORTHO HEIGHT -     5.418 (meters)       17.78  (feet) ADJUSTED
 DN8358  ______________________________________________________________________
 DN8358  GEOID HEIGHT    -        -34.424 (meters)                     GEOID18
 DN8358  DYNAMIC HEIGHT  -          5.415 (meters)       17.77  (feet) COMP
 DN8358  MODELED GRAVITY -    980,088.1   (mgal)                       NAVD 88
 DN8358
 DN8358  VERT ORDER      -  FIRST     CLASS II
 DN8358
 DN8358.The horizontal coordinates were determined by differentially corrected
 DN8358.hand held GPS observations or other comparable positioning techniques
 DN8358.and have an estimated accuracy of +/- 3 meters.
 DN8358
 DN8358.The orthometric height was determined by differential leveling and
 DN8358.adjusted by the NATIONAL GEODETIC SURVEY
 DN8358.in January 2013.
 DN8358
 DN8358.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8358.GEOID18 height accuracy estimate available here.
 DN8358
 DN8358.Click photographs - Photos may exist for this station.
 DN8358
 DN8358.The dynamic height is computed by dividing the NAVD 88
 DN8358.geopotential number by the normal gravity value computed on the
 DN8358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8358.degrees latitude (g = 980.6199 gals.).
 DN8358
 DN8358.The modeled gravity was interpolated from observed gravity values.
 DN8358
 DN8358;                    North         East    Units  Estimated Accuracy
 DN8358;SPC DE       -   129,432.1     194,085.5     MT  (+/- 3 meters HH1 GPS) 
 DN8358
 DN8358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5809235305(NAD 83)
 DN8358
 DN8358                          SUPERSEDED SURVEY CONTROL
 DN8358
 DN8358.No superseded survey control is available for this station.
 DN8358
 DN8358_MARKER: DD = SURVEY DISK
 DN8358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8358_STAMPING: BMH 1014 2011
 DN8358_MARK LOGO: USFWS
 DN8358_PROJECTION: FLUSH
 DN8358_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DN8358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8358+STABILITY: SURFACE MOTION
 DN8358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8358+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2011
 DN8358
 DN8358  HISTORY     - Date     Condition        Report By
 DN8358  HISTORY     - 20110915 MONUMENTED       USFWS
 DN8358  HISTORY     - 20210303 GOOD             USPSQD
 DN8358
 DN8358                          STATION DESCRIPTION
 DN8358
 DN8358'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2011 (JCW)
 DN8358'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) NORTHEAST OF WYOMING, 2.2
 DN8358'MI (3.5 KM) EAST-NORTHEAST OF DOVER AND 2.0 MI (3.2 KM) WEST OF LITTLE
 DN8358'CREEK.
 DN8358'
 DN8358'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 8, EAST DIVISION
 DN8358'STREET AND US ROUTE 13, HEAD NORTHEAST ALONG DELAWARE ROUTE 8, EAST
 DN8358'DIVISION STREET AND NORTH LITTLE CREEK ROAD, 1.6 MI (2.6 KM) TO THE
 DN8358'STATION ON THE LEFT.
 DN8358'
 DN8358'IT IS 90.9 M (298.2 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 DN8358'SMALL PUMP HOUSE, 63.95 M (209.8 FT) WEST-SOUTHWEST OF A FIRE HYDRANT,
 DN8358'54.2 M (177.8 FT) WEST-SOUTHWEST OF A WOOD UTILITY POLE NUMBERED 38,
 DN8358'23.8 M (78.1 FT) EAST-NORTHEAST OF A LARGE METAL UTILITY POLE NUMBERED
 DN8358'37, 4.4 M (14.4 FT) NORTH-NORTHWEST OF THE NORTHERLY EDGE OF PAVEMENT
 DN8358'FOR DELAWARE ROUTE 8 AND SET IN THE TOP OF A 30-CM (12 INCH) ROUND
 DN8358'CONCRETE POST AND ABOUT LEVEL WITH THE GROUND.
 DN8358
 DN8358                          STATION RECOVERY (2021)
 DN8358
 DN8358'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 DN8358'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN8359 ***********************************************************************
 DN8359  DESIGNATION -  BMH 15
 DN8359  PID         -  DN8359
 DN8359  STATE/COUNTY-  DE/KENT
 DN8359  COUNTRY     -  US
 DN8359  USGS QUAD   -  LITTLE CREEK (2016)
 DN8359
 DN8359                         *CURRENT SURVEY CONTROL
 DN8359  ______________________________________________________________________
 DN8359* NAD 83(1986) POSITION- 39 10 01.29   (N) 075 26 53.48   (W)   HD_HELD1
 DN8359* NAVD 88 ORTHO HEIGHT -     2.136 (meters)        7.01  (feet) ADJUSTED
 DN8359  ______________________________________________________________________
 DN8359  GEOID HEIGHT    -        -34.469 (meters)                     GEOID18
 DN8359  DYNAMIC HEIGHT  -          2.134 (meters)        7.00  (feet) COMP
 DN8359  MODELED GRAVITY -    980,087.6   (mgal)                       NAVD 88
 DN8359
 DN8359  VERT ORDER      -  FIRST     CLASS II
 DN8359
 DN8359.The horizontal coordinates were determined by differentially corrected
 DN8359.hand held GPS observations or other comparable positioning techniques
 DN8359.and have an estimated accuracy of +/- 3 meters.
 DN8359
 DN8359.The orthometric height was determined by differential leveling and
 DN8359.adjusted by the NATIONAL GEODETIC SURVEY
 DN8359.in January 2013.
 DN8359
 DN8359.No vertical observational check was made to the station.
 DN8359
 DN8359.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8359.GEOID18 height accuracy estimate available here.
 DN8359
 DN8359.Click photographs - Photos may exist for this station.
 DN8359
 DN8359.The dynamic height is computed by dividing the NAVD 88
 DN8359.geopotential number by the normal gravity value computed on the
 DN8359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8359.degrees latitude (g = 980.6199 gals.).
 DN8359
 DN8359.The modeled gravity was interpolated from observed gravity values.
 DN8359
 DN8359;                    North         East    Units  Estimated Accuracy
 DN8359;SPC DE       -   129,548.4     197,275.8     MT  (+/- 3 meters HH1 GPS) 
 DN8359
 DN8359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6128135407(NAD 83)
 DN8359
 DN8359                          SUPERSEDED SURVEY CONTROL
 DN8359
 DN8359.No superseded survey control is available for this station.
 DN8359
 DN8359_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DN8359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8359_STAMPING: BMH 15 2011
 DN8359_MARK LOGO: USFWS
 DN8359_PROJECTION: FLUSH
 DN8359_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DN8359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8359+STABILITY: SURFACE MOTION
 DN8359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8359+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2011
 DN8359
 DN8359  HISTORY     - Date     Condition        Report By
 DN8359  HISTORY     - 20110915 MONUMENTED       USFWS
 DN8359
 DN8359                          STATION DESCRIPTION
 DN8359
 DN8359'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2011 (JCW)
 DN8359'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-NORTHEAST OF
 DN8359'WYOMING, 4.2 MI (6.8 KM) EAST OF DOVER AND IN THE TOWN OF LITTLE
 DN8359'CREEK.  OWNERSHIP--U SOUTH POST OFFICE.
 DN8359'
 DN8359'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 8, EAST DIVISION
 DN8359'STREET AND US ROUTE 13, HEAD NORTHEAST ALONG DELAWARE ROUTE 8, EAST
 DN8359'DIVISION STREET AND NORTH LITTLE CREEK ROAD, 3.6 MI (5.8 KM) TO MAIN
 DN8359'ST. TURN RIGHT ON MAIN ST (DELAWARE ROUTE 8) AND CONTINUE 0.3 MI (0.5
 DN8359'KM) TO PORT MAHON ROAD.  TURN RIGHT ON PORT MAHON ROAD AND PROCEED
 DN8359'ABOUT 50 FT (15.2 M) TO THE STATION ON THE RIGHT.
 DN8359'
 DN8359'IT IS 15.59 M (51.1 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE POST
 DN8359'OFFICE BUILDING, 14.55 M (47.7 FT) EAST-NORTHEAST OF THE CENTERLINE OF
 DN8359'MAIN STREET, 11.35 M (37.2 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 DN8359'PORT MAHON ROAD, 7.90 M (25.9 FT) NORTHEAST OF THE NORTHWESTERLY METAL
 DN8359'POST THAT SURROUND THE POST OFFICE PARKING LOT, 6.36 M (20.9 FT)
 DN8359'NORTH-NORTHWEST OF THE NORTHEASTERLY METAL POST IN A ROW OF POSTS THAT
 DN8359'SURROUND THE POST OFFICE PARKING LOT AND SET IN THE TOP OF A 30-CM (12
 DN8359'INCH) ROUND CONCRETE POST AND ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN8360 ***********************************************************************
 DN8360  DESIGNATION -  BMH 16
 DN8360  PID         -  DN8360
 DN8360  STATE/COUNTY-  DE/KENT
 DN8360  COUNTRY     -  US
 DN8360  USGS QUAD   -  LITTLE CREEK (2016)
 DN8360
 DN8360                         *CURRENT SURVEY CONTROL
 DN8360  ______________________________________________________________________
 DN8360* NAD 83(1986) POSITION- 39 10 17.46   (N) 075 25 50.55   (W)   HD_HELD1
 DN8360* NAVD 88 ORTHO HEIGHT -     1.285 (meters)        4.22  (feet) ADJUSTED
 DN8360  ______________________________________________________________________
 DN8360  GEOID HEIGHT    -        -34.473 (meters)                     GEOID18
 DN8360  DYNAMIC HEIGHT  -          1.285 (meters)        4.22  (feet) COMP
 DN8360  MODELED GRAVITY -    980,088.2   (mgal)                       NAVD 88
 DN8360
 DN8360  VERT ORDER      -  FIRST     CLASS II
 DN8360
 DN8360.The horizontal coordinates were determined by differentially corrected
 DN8360.hand held GPS observations or other comparable positioning techniques
 DN8360.and have an estimated accuracy of +/- 3 meters.
 DN8360
 DN8360.The orthometric height was determined by differential leveling and
 DN8360.adjusted by the NATIONAL GEODETIC SURVEY
 DN8360.in January 2013.
 DN8360
 DN8360.No vertical observational check was made to the station.
 DN8360
 DN8360.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8360.GEOID18 height accuracy estimate available here.
 DN8360
 DN8360.Click photographs - Photos may exist for this station.
 DN8360
 DN8360.The dynamic height is computed by dividing the NAVD 88
 DN8360.geopotential number by the normal gravity value computed on the
 DN8360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8360.degrees latitude (g = 980.6199 gals.).
 DN8360
 DN8360.The modeled gravity was interpolated from observed gravity values.
 DN8360
 DN8360;                    North         East    Units  Estimated Accuracy
 DN8360;SPC DE       -   130,046.7     198,786.6     MT  (+/- 3 meters HH1 GPS) 
 DN8360
 DN8360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6279435898(NAD 83)
 DN8360
 DN8360                          SUPERSEDED SURVEY CONTROL
 DN8360
 DN8360.No superseded survey control is available for this station.
 DN8360
 DN8360_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DN8360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8360_STAMPING: BMH 16 2011
 DN8360_MARK LOGO: USFWS
 DN8360_PROJECTION: FLUSH
 DN8360_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DN8360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8360+STABILITY: SURFACE MOTION
 DN8360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8360+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2011
 DN8360
 DN8360  HISTORY     - Date     Condition        Report By
 DN8360  HISTORY     - 20110915 MONUMENTED       USFWS
 DN8360
 DN8360                          STATION DESCRIPTION
 DN8360
 DN8360'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2011 (JCW)
 DN8360'TO REACH FROM THE INTERSECTION OF THE STATION IS LOCATED ABOUT 7.8 MI
 DN8360'(12.6 KM) EAST-NORTHEAST OF WYOMING, 5.1 MI (8.2 KM) EAST OF DOVER AND
 DN8360'1.0 MI (1.6 KM) EAST-NORTHEAST OF LITTLE CREEK.OWNERSHIP--DELAWARE
 DN8360'STORAGE AND PIPELINE CO.  CONTACT THE PROPERTY OWNER AT XXXXXX TO
 DN8360'OBTAIN PERMISSION TO ACCESS THE STATION.
 DN8360'
 DN8360'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 8, EAST DIVISION
 DN8360'STREET AND US ROUTE 13, HEAD NORTHEAST ALONG DELAWARE ROUTE 8, EAST
 DN8360'DIVISION STREET AND NORTH LITTLE CREEK ROAD, 3.6 MI (5.8 KM) TO MAIN
 DN8360'ST. TURN RIGHT ON MAIN ST (DELAWARE ROUTE 8) AND CONTINUE 0.3 MI (0.5
 DN8360'KM) TO PORT MAHON ROAD.  TURN RIGHT ON PORT MAHON ROAD AND PROCEED 1
 DN8360'MI (1.6 KM) TO THE STATION ON THE LEFT.
 DN8360'
 DN8360'IT IS 21.65 M (71.0 FT) SOUTHWEST OF A UTILITY POLE NUMBERED 35-1,
 DN8360'14.95 M (49.0 FT) WEST-NORTHWEST OF A UTILITY POLE NUMBERED 35, 12.5 M
 DN8360'(41.0 FT) EAST OF THE CENTERLINE OF A DIRT ENTRANCE, 10.95 M (35.9 FT)
 DN8360'NORTH OF THE CENTERLINE OF PORT MAHON ROAD, 10.15 M (33.3 FT)
 DN8360'SOUTH-SOUTHEAST OF THE MOST SOUTHERLY METAL POST IN A LINE OF METAL
 DN8360'POSTS ALONG PORT MAHON ROAD AND THE DRIVEWAY ENTRANCE TO DELAWARE
 DN8360'STORAGE AND PIPELINE CO.  AND SET IN THE TOP OF A 30-CM (12 INCH)
 DN8360'ROUND CONCRETE POST AND ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN8361 ***********************************************************************
 DN8361  DESIGNATION -  BMH 17
 DN8361  PID         -  DN8361
 DN8361  STATE/COUNTY-  DE/KENT
 DN8361  COUNTRY     -  US
 DN8361  USGS QUAD   -  SMYRNA (2016)
 DN8361
 DN8361                         *CURRENT SURVEY CONTROL
 DN8361  ______________________________________________________________________
 DN8361* NAD 83(2011) POSITION- 39 18 01.78391(N) 075 30 16.03404(W)   ADJUSTED
 DN8361* NAD 83(2011) ELLIP HT-   -30.190 (meters)        (12/20/17)   ADJUSTED
 DN8361* NAD 83(2011) EPOCH   -  2010.00
 DN8361* NAVD 88 ORTHO HEIGHT -     3.767 (meters)       12.36  (feet) ADJUSTED
 DN8361  ______________________________________________________________________
 DN8361  GEOID HEIGHT    -        -33.959 (meters)                     GEOID18
 DN8361  NAD 83(2011) X  -  1,237,066.527 (meters)                     COMP
 DN8361  NAD 83(2011) Y  - -4,784,915.752 (meters)                     COMP
 DN8361  NAD 83(2011) Z  -  4,018,168.719 (meters)                     COMP
 DN8361  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 DN8361  DYNAMIC HEIGHT  -          3.765 (meters)       12.35  (feet) COMP
 DN8361  MODELED GRAVITY -    980,108.8   (mgal)                       NAVD 88
 DN8361
 DN8361  VERT ORDER      -  FIRST     CLASS II
 DN8361
 DN8361  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN8361  Standards:
 DN8361         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN8361            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN8361  -------------------------------------------------------------------
 DN8361  NETWORK    0.55   0.71           0.22   0.23   0.36      0.09160450
 DN8361  -------------------------------------------------------------------
 DN8361  Click here for local accuracies and other accuracy information.
 DN8361
 DN8361.The horizontal coordinates were established by GPS observations
 DN8361.and adjusted by the MASER CONSULTING in December 2017.
 DN8361
 DN8361.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN8361.been affixed to the stable North American tectonic plate. See 
 DN8361.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN8361
 DN8361.The horizontal coordinates are valid at the epoch date displayed above
 DN8361.which is a decimal equivalence of Year/Month/Day.
 DN8361
 DN8361.The orthometric height was determined by differential leveling and
 DN8361.adjusted by the NATIONAL GEODETIC SURVEY
 DN8361.in January 2013.
 DN8361
 DN8361.No vertical observational check was made to the station.
 DN8361
 DN8361.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8361.GEOID18 height accuracy estimate available here.
 DN8361
 DN8361.Click photographs - Photos may exist for this station.
 DN8361
 DN8361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN8361
 DN8361.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN8361
 DN8361.The ellipsoidal height was determined by GPS observations
 DN8361.and is referenced to NAD 83.
 DN8361
 DN8361.The dynamic height is computed by dividing the NAVD 88
 DN8361.geopotential number by the normal gravity value computed on the
 DN8361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8361.degrees latitude (g = 980.6199 gals.).
 DN8361
 DN8361.The modeled gravity was interpolated from observed gravity values.
 DN8361
 DN8361. The following values were computed from the NAD 83(2011) position.
 DN8361
 DN8361;                    North         East     Units Scale Factor Converg.
 DN8361;SPC DE       -   144,369.436   192,427.616   MT  0.99999571   -0 03 20.2
 DN8361;SPC DE       -   473,652.06    631,322.94   sFT  0.99999571   -0 03 20.2
 DN8361;UTM  18      - 4,350,245.039   456,503.707   MT  0.99962329   -0 19 10.3
 DN8361
 DN8361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN8361!SPC DE       -   1.00000474  x   0.99999571  =   1.00000045
 DN8361!UTM  18      -   1.00000474  x   0.99962329  =   0.99962802
 DN8361
 DN8361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5650350245(NAD 83)
 DN8361
 DN8361                          SUPERSEDED SURVEY CONTROL
 DN8361
 DN8361.No superseded survey control is available for this station.
 DN8361
 DN8361_MARKER: F = FLANGE-ENCASED ROD
 DN8361_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN8361_STAMPING: BMH 17 2011
 DN8361_MARK LOGO: NONE
 DN8361_PROJECTION: FLUSH
 DN8361_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8361+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 DN8361_ROD/PIPE-DEPTH: 20.9 meters
 DN8361_SLEEVE-DEPTH  : 0.9 meters
 DN8361
 DN8361  HISTORY     - Date     Condition        Report By
 DN8361  HISTORY     - 20110915 MONUMENTED       USFWS
 DN8361  HISTORY     - 20130711 GOOD             DELCOS
 DN8361
 DN8361                          STATION DESCRIPTION
 DN8361
 DN8361'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2011 (JCW)
 DN8361'THE STATION IS LOCATED ABOUT 9.6 MI (15.4 KM) EAST-NORTHEAST OF
 DN8361'KENTON, 6.6 MI (10.6 KM) EAST OF CLAYTON AND 5.0 MI (8.0 KM) EAST OF
 DN8361'SMYRNA.  OWNERSHIP--U SOUTH FISH AND WILDLIFE SERVICE.  CONTACT THE
 DN8361'MANAGER AT TO DELAWARE ROUTE 9, HAY POINT LANDING ROAD.
 DN8361'
 DN8361'TO REACH TURN RIGHT ONTO DELWARE ROUTE 9, HAYPOINT LANDING ROAD AND
 DN8361'HEAD SOUTH FOR 0.8 MI (1.3 KM) TO A DIRT ROAD ON THE LEFT OPPOSITE
 DN8361'HAWKEY BRANCH ROAD ON THE RIGHT.  TURN LEFT AND PASS THOUGH A GATE AND
 DN8361'CONTINUE 0.75 MI (1.2 KM) DOWN THE DIRT ROAD TO THE STATION ON THE
 DN8361'LEFT.
 DN8361'
 DN8361'IT IS 485 M (1591.2 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DN8361'POLE BARN, 55.88 M (183.3 FT) WEST-NORTHWEST OF A BIRD HOUSE ON THE
 DN8361'NORTH SIDE OF THE ROAD, 3.4 M (11.2 FT) NORTH OF THE CENTER LINE OF
 DN8361'THE DIRT ROAD AND ABOUT LEVEL WITH THE GROUND.  NO OTHER REFERENCE
 DN8361'OBJECTS COULD BE FOUND IN THE VACINITY OF THE STATION.
 DN8361
 DN8361                          STATION RECOVERY (2013)
 DN8361
 DN8361'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DN8361'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN8362 ***********************************************************************
 DN8362  DESIGNATION -  BMH 18
 DN8362  PID         -  DN8362
 DN8362  STATE/COUNTY-  DE/KENT
 DN8362  COUNTRY     -  US
 DN8362  USGS QUAD   -  BOMBAY HOOK ISLAND (2016)
 DN8362
 DN8362                         *CURRENT SURVEY CONTROL
 DN8362  ______________________________________________________________________
 DN8362* NAD 83(2011) POSITION- 39 15 33.52249(N) 075 28 23.06859(W)   ADJUSTED
 DN8362* NAD 83(2011) ELLIP HT-   -31.498 (meters)        (12/20/17)   ADJUSTED
 DN8362* NAD 83(2011) EPOCH   -  2010.00
 DN8362* NAVD 88 ORTHO HEIGHT -     2.598 (meters)        8.52  (feet) ADJUSTED
 DN8362  ______________________________________________________________________
 DN8362  GEOID HEIGHT    -        -34.100 (meters)                     GEOID18
 DN8362  NAD 83(2011) X  -  1,240,412.749 (meters)                     COMP
 DN8362  NAD 83(2011) Y  - -4,787,038.725 (meters)                     COMP
 DN8362  NAD 83(2011) Z  -  4,014,628.701 (meters)                     COMP
 DN8362  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC18
 DN8362  DYNAMIC HEIGHT  -          2.597 (meters)        8.52  (feet) COMP
 DN8362  MODELED GRAVITY -    980,103.9   (mgal)                       NAVD 88
 DN8362
 DN8362  VERT ORDER      -  FIRST     CLASS II
 DN8362
 DN8362  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN8362  Standards:
 DN8362         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN8362            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN8362  -------------------------------------------------------------------
 DN8362  NETWORK    0.58   0.65           0.24   0.23   0.33      0.05733924
 DN8362  -------------------------------------------------------------------
 DN8362  Click here for local accuracies and other accuracy information.
 DN8362
 DN8362.The horizontal coordinates were established by GPS observations
 DN8362.and adjusted by the MASER CONSULTING in December 2017.
 DN8362
 DN8362.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN8362.been affixed to the stable North American tectonic plate. See 
 DN8362.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN8362
 DN8362.The horizontal coordinates are valid at the epoch date displayed above
 DN8362.which is a decimal equivalence of Year/Month/Day.
 DN8362
 DN8362.The orthometric height was determined by differential leveling and
 DN8362.adjusted by the NATIONAL GEODETIC SURVEY
 DN8362.in January 2013.
 DN8362
 DN8362.No vertical observational check was made to the station.
 DN8362
 DN8362.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8362.GEOID18 height accuracy estimate available here.
 DN8362
 DN8362.Click photographs - Photos may exist for this station.
 DN8362
 DN8362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN8362
 DN8362.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN8362
 DN8362.The ellipsoidal height was determined by GPS observations
 DN8362.and is referenced to NAD 83.
 DN8362
 DN8362.The dynamic height is computed by dividing the NAVD 88
 DN8362.geopotential number by the normal gravity value computed on the
 DN8362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8362.degrees latitude (g = 980.6199 gals.).
 DN8362
 DN8362.The modeled gravity was interpolated from observed gravity values.
 DN8362
 DN8362. The following values were computed from the NAD 83(2011) position.
 DN8362
 DN8362;                    North         East     Units Scale Factor Converg.
 DN8362;SPC DE       -   139,795.050   195,131.493   MT  0.99999529   -0 02 08.5
 DN8362;SPC DE       -   458,644.26    640,193.91   sFT  0.99999529   -0 02 08.5
 DN8362;UTM  18      - 4,345,659.966   459,185.491   MT  0.99962051   -0 17 57.8
 DN8362
 DN8362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN8362!SPC DE       -   1.00000494  x   0.99999529  =   1.00000023
 DN8362!UTM  18      -   1.00000494  x   0.99962051  =   0.99962545
 DN8362
 DN8362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5918545659(NAD 83)
 DN8362
 DN8362                          SUPERSEDED SURVEY CONTROL
 DN8362
 DN8362.No superseded survey control is available for this station.
 DN8362
 DN8362_MARKER: F = FLANGE-ENCASED ROD
 DN8362_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN8362_STAMPING: BMH 18 2011
 DN8362_MARK LOGO: NONE
 DN8362_PROJECTION: FLUSH
 DN8362_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8362+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 DN8362_ROD/PIPE-DEPTH: 20.2 meters
 DN8362_SLEEVE-DEPTH  : 0.9 meters
 DN8362
 DN8362  HISTORY     - Date     Condition        Report By
 DN8362  HISTORY     - 20110113 MONUMENTED       USFWS
 DN8362  HISTORY     - 20130711 GOOD             DELCOS
 DN8362
 DN8362                          STATION DESCRIPTION
 DN8362
 DN8362'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2011 (JCW)
 DN8362'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) EAST-SOUTHEAST OF
 DN8362'SMYRNA, 7.5 MI (12.1 KM) NORTH-NORTHEAST OF DOVER AND 6.5 MI (10.5 KM)
 DN8362'NORTH OF LITTLE CREEK.  OWNERSHIP--U SOUTH FISH AND WILDLIFE SERVICE.
 DN8362'CONTACT THE MANAGER.
 DN8362'
 DN8362'TO REACH TURN LEFT ON DELAWARE ROUTE 9, SMYRNA-LEIPSIC ROAD FOR 1.6 MI
 DN8362'(2.6 KM) TURN RIGHT AT COUNTY ROAD 85, WHITEHALL NECK ROAD FOR 2.4 MI
 DN8362'(3.9 KM) TO THE REFUGE ENTRANCE ROAD.  CONTINUE STRAIGHT ON THE REFUGE
 DN8362'ENTRANCE ROAD (DIRT ROAD) FOR 0.25 MI (0.4 KM) AND THE STATION ON THE
 DN8362'LEFT.
 DN8362'
 DN8362'IT IS 50.97 M (167.2 FT) EAST-SOUTHEAST OF A FLAG POLE, 39.3 M (128.9
 DN8362'FT) SOUTH-SOUTHEAST OF A LAMP POST, 37.7 M (123.7 FT) SOUTH-SOUTHWEST
 DN8362'OF A LAMP POST, 35 M (114.8 FT) WEST-NORTHWEST OF A SIGN POST, 9.95 M
 DN8362'(32.6 FT) NORTH OF THE CENTER LINE OF THE REFUGE ENTRANCE ROAD AND
 DN8362'ABOUT LEVEL WITH THE GROUND.
 DN8362
 DN8362                          STATION RECOVERY (2013)
 DN8362
 DN8362'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DN8362'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN8363 ***********************************************************************
 DN8363  DESIGNATION -  BMH 19
 DN8363  PID         -  DN8363
 DN8363  STATE/COUNTY-  DE/KENT
 DN8363  COUNTRY     -  US
 DN8363  USGS QUAD   -  LITTLE CREEK (2016)
 DN8363
 DN8363                         *CURRENT SURVEY CONTROL
 DN8363  ______________________________________________________________________
 DN8363* NAD 83(2011) POSITION- 39 12 42.64175(N) 075 27 06.39578(W)   ADJUSTED
 DN8363* NAD 83(2011) ELLIP HT-   -32.352 (meters)        (12/20/17)   ADJUSTED
 DN8363* NAD 83(2011) EPOCH   -  2010.00
 DN8363* NAVD 88 ORTHO HEIGHT -     1.944 (meters)        6.38  (feet) ADJUSTED
 DN8363  ______________________________________________________________________
 DN8363  GEOID HEIGHT    -        -34.292 (meters)                     GEOID18
 DN8363  NAD 83(2011) X  -  1,243,029.211 (meters)                     COMP
 DN8363  NAD 83(2011) Y  - -4,789,802.963 (meters)                     COMP
 DN8363  NAD 83(2011) Z  -  4,010,546.470 (meters)                     COMP
 DN8363  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 DN8363  DYNAMIC HEIGHT  -          1.943 (meters)        6.37  (feet) COMP
 DN8363  MODELED GRAVITY -    980,096.2   (mgal)                       NAVD 88
 DN8363
 DN8363  VERT ORDER      -  FIRST     CLASS II
 DN8363
 DN8363  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN8363  Standards:
 DN8363         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN8363            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN8363  -------------------------------------------------------------------
 DN8363  NETWORK    0.96   1.10           0.41   0.37   0.56     -0.10340690
 DN8363  -------------------------------------------------------------------
 DN8363  Click here for local accuracies and other accuracy information.
 DN8363
 DN8363.The horizontal coordinates were established by GPS observations
 DN8363.and adjusted by the MASER CONSULTING in December 2017.
 DN8363
 DN8363.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN8363.been affixed to the stable North American tectonic plate. See 
 DN8363.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN8363
 DN8363.The horizontal coordinates are valid at the epoch date displayed above
 DN8363.which is a decimal equivalence of Year/Month/Day.
 DN8363
 DN8363.The orthometric height was determined by differential leveling and
 DN8363.adjusted by the NATIONAL GEODETIC SURVEY
 DN8363.in January 2013.
 DN8363
 DN8363.No vertical observational check was made to the station.
 DN8363
 DN8363.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8363.GEOID18 height accuracy estimate available here.
 DN8363
 DN8363.Click photographs - Photos may exist for this station.
 DN8363
 DN8363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN8363
 DN8363.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN8363
 DN8363.The ellipsoidal height was determined by GPS observations
 DN8363.and is referenced to NAD 83.
 DN8363
 DN8363.The dynamic height is computed by dividing the NAVD 88
 DN8363.geopotential number by the normal gravity value computed on the
 DN8363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8363.degrees latitude (g = 980.6199 gals.).
 DN8363
 DN8363.The modeled gravity was interpolated from observed gravity values.
 DN8363
 DN8363. The following values were computed from the NAD 83(2011) position.
 DN8363
 DN8363;                    North         East     Units Scale Factor Converg.
 DN8363;SPC DE       -   134,524.376   196,967.658   MT  0.99999511   -0 01 19.9
 DN8363;SPC DE       -   441,352.06    646,218.06   sFT  0.99999511   -0 01 19.9
 DN8363;UTM  18      - 4,340,382.884   460,996.712   MT  0.99961873   -0 17 08.2
 DN8363
 DN8363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN8363!SPC DE       -   1.00000508  x   0.99999511  =   1.00000019
 DN8363!UTM  18      -   1.00000508  x   0.99961873  =   0.99962380
 DN8363
 DN8363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6099640382(NAD 83)
 DN8363
 DN8363                          SUPERSEDED SURVEY CONTROL
 DN8363
 DN8363.No superseded survey control is available for this station.
 DN8363
 DN8363_MARKER: F = FLANGE-ENCASED ROD
 DN8363_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DN8363_STAMPING: BMH 19 2011
 DN8363_MARK LOGO: NONE
 DN8363_PROJECTION: FLUSH
 DN8363_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8363+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2011
 DN8363_ROD/PIPE-DEPTH: 25.0 meters
 DN8363_SLEEVE-DEPTH  : 0.9 meters
 DN8363
 DN8363  HISTORY     - Date     Condition        Report By
 DN8363  HISTORY     - 20110106 MONUMENTED       USFWS
 DN8363
 DN8363                          STATION DESCRIPTION
 DN8363
 DN8363'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2011 (JCW)
 DN8363'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTHEAST OF WYOMING,
 DN8363'5.2 MI (8.4 KM) NORTHEAST OF DOVER AND 3.0 MI (4.8 KM) NORTH OF LITTLE
 DN8363'CREEK.  OWNERSHIP--U SOUTH FISH AND WILDLIFE SERVICE.  CONTACT THE
 DN8363'MANAGER.
 DN8363'
 DN8363'TO REACH TURN LEFT ONTO ACORN LANE AND TRAVEL 0.6 MI (1.0 KM) TURN
 DN8363'RIGHT ONTO WHITE OAK ROAD AND TRAVEL 2.1 MI (3.4 KM) CROSS DELAWARE
 DN8363'ROUTE 9 AND CONTINUE STRAIGHT ONTO COUNTY ROAD 86 AND SAVANAH ROAD FOR
 DN8363'0.2 MI (0.3 KM) CONTINUE STRAIGHT ONTO COUNTY ROAD 87 AND DONAS
 DN8363'LANDING ROAD FOR 1.4 MI (2.3 KM) TO A DIRT DRIVE ON THE RIGHT.  TURN
 DN8363'RIGHT ON THE DIRT DRIVE AND PASS THROUGH A GATE.  CONTINUE 0.15 MI
 DN8363'(0.2 KM) TO A THREE WAY FORK.  CONTINUE ALONG THE CENTER FORK FOR
 DN8363'APPROXIMATELY 150 FT (45.7 M) AND PARK THE VEHICLE.  CONTINUE ON FOOT
 DN8363'IN A NORTHEASTERLY DIRECTION THROUGH A FIELD TO THE STATION WITH A 5
 DN8363'FT (1.5 M) TALL METAL WITNESS POST.
 DN8363'
 DN8363'THERE ARE NO REFERENCE OBJECTS IN THE VACINITY OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN8346 ***********************************************************************
 DN8346  DESIGNATION -  BMH 2
 DN8346  PID         -  DN8346
 DN8346  STATE/COUNTY-  DE/KENT
 DN8346  COUNTRY     -  US
 DN8346  USGS QUAD   -  SMYRNA (2016)
 DN8346
 DN8346                         *CURRENT SURVEY CONTROL
 DN8346  ______________________________________________________________________
 DN8346* NAD 83(1986) POSITION- 39 18 25.52   (N) 075 32 53.42   (W)   HD_HELD1
 DN8346* NAVD 88 ORTHO HEIGHT -     6.336 (meters)       20.79  (feet) ADJUSTED
 DN8346  ______________________________________________________________________
 DN8346  GEOID HEIGHT    -        -33.907 (meters)                     GEOID18
 DN8346  DYNAMIC HEIGHT  -          6.333 (meters)       20.78  (feet) COMP
 DN8346  MODELED GRAVITY -    980,109.6   (mgal)                       NAVD 88
 DN8346
 DN8346  VERT ORDER      -  FIRST     CLASS II
 DN8346
 DN8346.The horizontal coordinates were determined by differentially corrected
 DN8346.hand held GPS observations or other comparable positioning techniques
 DN8346.and have an estimated accuracy of +/- 3 meters.
 DN8346
 DN8346.The orthometric height was determined by differential leveling and
 DN8346.adjusted by the NATIONAL GEODETIC SURVEY
 DN8346.in January 2013.
 DN8346
 DN8346.No vertical observational check was made to the station.
 DN8346
 DN8346.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8346.GEOID18 height accuracy estimate available here.
 DN8346
 DN8346.Click photographs - Photos may exist for this station.
 DN8346
 DN8346.The dynamic height is computed by dividing the NAVD 88
 DN8346.geopotential number by the normal gravity value computed on the
 DN8346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8346.degrees latitude (g = 980.6199 gals.).
 DN8346
 DN8346.The modeled gravity was interpolated from observed gravity values.
 DN8346
 DN8346;                    North         East    Units  Estimated Accuracy
 DN8346;SPC DE       -   145,106.0     188,657.6     MT  (+/- 3 meters HH1 GPS) 
 DN8346
 DN8346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5273850998(NAD 83)
 DN8346
 DN8346                          SUPERSEDED SURVEY CONTROL
 DN8346
 DN8346.No superseded survey control is available for this station.
 DN8346
 DN8346_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DN8346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8346_STAMPING: BMH 2 2011
 DN8346_MARK LOGO: USFWS
 DN8346_PROJECTION: FLUSH
 DN8346_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DN8346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8346+STABILITY: SURFACE MOTION
 DN8346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8346+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2011
 DN8346
 DN8346  HISTORY     - Date     Condition        Report By
 DN8346  HISTORY     - 20110915 MONUMENTED       USFWS
 DN8346
 DN8346                          STATION DESCRIPTION
 DN8346
 DN8346'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2011 (JCW)
 DN8346'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTHEAST OF KENTON, 4.8
 DN8346'MI (7.7 KM) EAST-NORTHEAST OF CLAYTON AND 3.1 MI (5.0 KM) EAST OF
 DN8346'SMYRNA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN8346'
 DN8346'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 6, EAST COMMERCE
 DN8346'STREET AND US ROUTE 13, HEAD NORTHEAST ON DELAWARE ROUTE 6 AND
 DN8346'WOODLAND BEACH ROAD FOR 3.3 MI (5.3 KM) PASS COUNTY ROUTE 325, BIG OAK
 DN8346'ROAD ON THE RIGHT, TO THE STATION ON THE RIGHT, IMMEDIATLY AFTER BIG
 DN8346'OAK ROAD.
 DN8346'
 DN8346'IT IS 19.81 M (65.0 FT) SOUTH OF A POWER LINE POLE NUMBERED 73661,
 DN8346'13.56 M (44.5 FT) WEST OF DESIGNATION F 37, PID JU1351, 12.47 M (40.9
 DN8346'FT) WEST OF A TELEPHONE PEDESTAL NUMBERED HA 37, 2.19 M (7.2 FT) NORTH
 DN8346'OF A TELEPHONE PEDESTAL WITHOUT A NUMBER, 0.85 M (2.8 FT) NORTHWEST OF
 DN8346'A TELEPHONE PEDESTAL WITHOUT A NUMBER AND SET IN THE TOP OF A 30-CM
 DN8346'(12 INCH) ROUND CONCRETE POST AND ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN8347 ***********************************************************************
 DN8347  DESIGNATION -  BMH 3
 DN8347  PID         -  DN8347
 DN8347  STATE/COUNTY-  DE/KENT
 DN8347  COUNTRY     -  US
 DN8347  USGS QUAD   -  SMYRNA (2016)
 DN8347
 DN8347                         *CURRENT SURVEY CONTROL
 DN8347  ______________________________________________________________________
 DN8347* NAD 83(1986) POSITION- 39 18 41.32   (N) 075 30 55.09   (W)   HD_HELD1
 DN8347* NAVD 88 ORTHO HEIGHT -     3.494 (meters)       11.46  (feet) ADJUSTED
 DN8347  ______________________________________________________________________
 DN8347  GEOID HEIGHT    -        -33.926 (meters)                     GEOID18
 DN8347  DYNAMIC HEIGHT  -          3.492 (meters)       11.46  (feet) COMP
 DN8347  MODELED GRAVITY -    980,109.8   (mgal)                       NAVD 88
 DN8347
 DN8347  VERT ORDER      -  FIRST     CLASS II
 DN8347
 DN8347.The horizontal coordinates were determined by differentially corrected
 DN8347.hand held GPS observations or other comparable positioning techniques
 DN8347.and have an estimated accuracy of +/- 3 meters.
 DN8347
 DN8347.The orthometric height was determined by differential leveling and
 DN8347.adjusted by the NATIONAL GEODETIC SURVEY
 DN8347.in January 2013.
 DN8347
 DN8347.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8347.GEOID18 height accuracy estimate available here.
 DN8347
 DN8347.Click photographs - Photos may exist for this station.
 DN8347
 DN8347.The dynamic height is computed by dividing the NAVD 88
 DN8347.geopotential number by the normal gravity value computed on the
 DN8347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8347.degrees latitude (g = 980.6199 gals.).
 DN8347
 DN8347.The modeled gravity was interpolated from observed gravity values.
 DN8347
 DN8347;                    North         East    Units  Estimated Accuracy
 DN8347;SPC DE       -   145,589.7     191,493.1     MT  (+/- 3 meters HH1 GPS) 
 DN8347
 DN8347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5557551469(NAD 83)
 DN8347
 DN8347                          SUPERSEDED SURVEY CONTROL
 DN8347
 DN8347.No superseded survey control is available for this station.
 DN8347
 DN8347_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DN8347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8347_STAMPING: BMH 3 2011
 DN8347_MARK LOGO: USFWS
 DN8347_PROJECTION: FLUSH
 DN8347_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DN8347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8347+STABILITY: SURFACE MOTION
 DN8347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8347+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2011
 DN8347
 DN8347  HISTORY     - Date     Condition        Report By
 DN8347  HISTORY     - 20110915 MONUMENTED       USFWS
 DN8347  HISTORY     - 20210303 GOOD             USPSQD
 DN8347
 DN8347                          STATION DESCRIPTION
 DN8347
 DN8347'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2011 (JCW)
 DN8347'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTHEAST OF KENTON, 6.6
 DN8347'MI (10.6 KM) EAST-NORTHEAST OF CLAYTON AND 4.9 MI (7.9 KM) EAST OF
 DN8347'SMYRNA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN8347'
 DN8347'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 6, EAST COMMERCE
 DN8347'STREET AND US ROUTE 13, HEAD NORTHEAST ALONG DELAWARE ROUTE 6, EAST
 DN8347'COMMERCE STREET AND WOODLAND BEACH ROAD, 5.2 MI (8.4 KM) TO DELAWARE
 DN8347'ROUTE 9, HAY POINT LANDING ROAD.  TURN RIGHT ONTO DELWARE ROUTE 9,
 DN8347'HAYPOINT LANDING ROAD FOR 50 FT (15.2 M) AND THE STATION ON THE RIGHT.
 DN8347'IT IS 31.27 M (102.6 FT) SOUTHWEST OF A UTILITY POLE NUMBERED 73952,
 DN8347'22.58 M (74.1 FT) NORTHWEST OF A UTILITY POLE NUMBERED 73953, 21.95 M
 DN8347'(72.0 FT) WEST OF A TELEPHONE PEDESTAL NUMBERED HA 205, 11.19 M (36.7
 DN8347'FT) WEST OF THE CENTERLINE OF DELAWARE ROUTE 9, HAYPOINT LANDING ROAD,
 DN8347'3.8 M (12.5 FT) EAST OF THE NORTHEAST CORNER OF A WOODEN FENCE PAINTED
 DN8347'WHITE AND SET IN THE TOP OF A 30-CM (12 INCH) ROUND CONCRETE POST AND
 DN8347'ABOUT LEVEL WITH THE GROUND.
 DN8347
 DN8347                          STATION RECOVERY (2021)
 DN8347
 DN8347'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 DN8347'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN8348 ***********************************************************************
 DN8348  DESIGNATION -  BMH 4
 DN8348  PID         -  DN8348
 DN8348  STATE/COUNTY-  DE/KENT
 DN8348  COUNTRY     -  US
 DN8348  USGS QUAD   -  SMYRNA (2016)
 DN8348
 DN8348                         *CURRENT SURVEY CONTROL
 DN8348  ______________________________________________________________________
 DN8348* NAD 83(1986) POSITION- 39 18 02.53   (N) 075 30 55.31   (W)   HD_HELD1
 DN8348* NAVD 88 ORTHO HEIGHT -     3.979 (meters)       13.05  (feet) ADJUSTED
 DN8348  ______________________________________________________________________
 DN8348  GEOID HEIGHT    -        -33.949 (meters)                     GEOID18
 DN8348  DYNAMIC HEIGHT  -          3.976 (meters)       13.04  (feet) COMP
 DN8348  MODELED GRAVITY -    980,108.9   (mgal)                       NAVD 88
 DN8348
 DN8348  VERT ORDER      -  FIRST     CLASS II
 DN8348
 DN8348.The horizontal coordinates were determined by differentially corrected
 DN8348.hand held GPS observations or other comparable positioning techniques
 DN8348.and have an estimated accuracy of +/- 3 meters.
 DN8348
 DN8348.The orthometric height was determined by differential leveling and
 DN8348.adjusted by the NATIONAL GEODETIC SURVEY
 DN8348.in January 2013.
 DN8348
 DN8348.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8348.GEOID18 height accuracy estimate available here.
 DN8348
 DN8348.Click photographs - Photos may exist for this station.
 DN8348
 DN8348.The dynamic height is computed by dividing the NAVD 88
 DN8348.geopotential number by the normal gravity value computed on the
 DN8348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8348.degrees latitude (g = 980.6199 gals.).
 DN8348
 DN8348.The modeled gravity was interpolated from observed gravity values.
 DN8348
 DN8348;                    North         East    Units  Estimated Accuracy
 DN8348;SPC DE       -   144,393.4     191,486.6     MT  (+/- 3 meters HH1 GPS) 
 DN8348
 DN8348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5556350273(NAD 83)
 DN8348
 DN8348                          SUPERSEDED SURVEY CONTROL
 DN8348
 DN8348.No superseded survey control is available for this station.
 DN8348
 DN8348_MARKER: DD = SURVEY DISK
 DN8348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8348_STAMPING: BMH 4 2011
 DN8348_MARK LOGO: USFWS
 DN8348_PROJECTION: FLUSH
 DN8348_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DN8348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8348+STABILITY: SURFACE MOTION
 DN8348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8348+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2011
 DN8348
 DN8348  HISTORY     - Date     Condition        Report By
 DN8348  HISTORY     - 20110915 MONUMENTED       USFWS
 DN8348  HISTORY     - 20210303 GOOD             USPSQD
 DN8348
 DN8348                          STATION DESCRIPTION
 DN8348
 DN8348'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2011 (JCW)
 DN8348'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) EAST-NORTHEAST OF
 DN8348'KENTON, 6.4 MI (10.3 KM) EAST OF CLAYTON AND 4.8 MI (7.7 KM) EAST OF
 DN8348'SMYRNA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN8348'
 DN8348'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 6, EAST COMMERCE
 DN8348'STREET AND US ROUTE 13, HEAD NORTHEAST ALONG DELAWARE ROUTE 6, EAST
 DN8348'COMMERCE STREET AND WOODLAND BEACH ROAD, 5.2 MI (8.4 KM) TO DELAWARE
 DN8348'ROUTE 9, HAY POINT LANDING ROAD.  TURN RIGHT ONTO DELWARE ROUTE 9,
 DN8348'HAYPOINT LANDING ROAD AND HEAD SOUTH FOR 0.8 MI (1.3 KM) TO THE
 DN8348'STATION ON THE LEFT.
 DN8348'
 DN8348'IT IS 37.57 M (123.3 FT) NORTHEAST OF A UTILITY POLE NUMBERED 78628,
 DN8348'22.11 M (72.5 FT) SOUTHEAST OF A UTILITY POLE NUMBERED 78629, 20.7 M
 DN8348'(67.9 FT) NORTH OF A GUY POLE NUMBER 78726, 13.5 M (44.3 FT) NORTH OF
 DN8348'THE CENTERLINE OF A GRAVEL ENTRANCE LEADING ONTO THE BOMBAY HOOK NWR,
 DN8348'5.79 M (19.0 FT) EAST OF THE EAST EDGE OF PAVEMENT OF DELWARE ROUTE 9
 DN8348'AND SET IN THE TOP OF A 30-CM (12 INCH) ROUND CONCRETE POST AND ABOUT
 DN8348'LEVEL WITH THE GROUND.
 DN8348
 DN8348                          STATION RECOVERY (2021)
 DN8348
 DN8348'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 DN8348'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN8349 ***********************************************************************
 DN8349  DESIGNATION -  BMH 5
 DN8349  PID         -  DN8349
 DN8349  STATE/COUNTY-  DE/KENT
 DN8349  COUNTRY     -  US
 DN8349  USGS QUAD   -  SMYRNA (2016)
 DN8349
 DN8349                         *CURRENT SURVEY CONTROL
 DN8349  ______________________________________________________________________
 DN8349* NAD 83(1986) POSITION- 39 17 09.52   (N) 075 30 56.61   (W)   HD_HELD1
 DN8349* NAVD 88 ORTHO HEIGHT -     5.544 (meters)       18.19  (feet) ADJUSTED
 DN8349  ______________________________________________________________________
 DN8349  GEOID HEIGHT    -        -33.983 (meters)                     GEOID18
 DN8349  DYNAMIC HEIGHT  -          5.541 (meters)       18.18  (feet) COMP
 DN8349  MODELED GRAVITY -    980,107.5   (mgal)                       NAVD 88
 DN8349
 DN8349  VERT ORDER      -  FIRST     CLASS II
 DN8349
 DN8349.The horizontal coordinates were determined by differentially corrected
 DN8349.hand held GPS observations or other comparable positioning techniques
 DN8349.and have an estimated accuracy of +/- 3 meters.
 DN8349
 DN8349.The orthometric height was determined by differential leveling and
 DN8349.adjusted by the NATIONAL GEODETIC SURVEY
 DN8349.in January 2013.
 DN8349
 DN8349.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8349.GEOID18 height accuracy estimate available here.
 DN8349
 DN8349.Click photographs - Photos may exist for this station.
 DN8349
 DN8349.The dynamic height is computed by dividing the NAVD 88
 DN8349.geopotential number by the normal gravity value computed on the
 DN8349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8349.degrees latitude (g = 980.6199 gals.).
 DN8349
 DN8349.The modeled gravity was interpolated from observed gravity values.
 DN8349
 DN8349;                    North         East    Units  Estimated Accuracy
 DN8349;SPC DE       -   142,758.7     191,453.6     MT  (+/- 3 meters HH1 GPS) 
 DN8349
 DN8349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5552248639(NAD 83)
 DN8349
 DN8349                          SUPERSEDED SURVEY CONTROL
 DN8349
 DN8349.No superseded survey control is available for this station.
 DN8349
 DN8349_MARKER: DD = SURVEY DISK
 DN8349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8349_STAMPING: BMH 5 2011
 DN8349_MARK LOGO: USFWS
 DN8349_PROJECTION: FLUSH
 DN8349_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DN8349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8349+STABILITY: SURFACE MOTION
 DN8349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8349+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2021
 DN8349
 DN8349  HISTORY     - Date     Condition        Report By
 DN8349  HISTORY     - 20110915 MONUMENTED       USFWS
 DN8349  HISTORY     - 20180619 GOOD             USFWS
 DN8349  HISTORY     - 20210303 GOOD             USPSQD
 DN8349
 DN8349                          STATION DESCRIPTION
 DN8349
 DN8349'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2011 (JCW)
 DN8349'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTH OF DOVER, 6.4 MI
 DN8349'(10.3 KM) EAST OF CLAYTON AND 4.9 MI (7.9 KM) EAST OF SMYRNA.
 DN8349'OWNERSHIP--U.S. GOVERNMENT.  FOR ACCESS CONTACT THE BOMBAY HOOK NWR
 DN8349'REFUGE MANAGER, LOCATED AT 2591 WHITEHALL NECK ROAD, SMYRNA, DE.
 DN8349'
 DN8349'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 6, EAST COMMERCE
 DN8349'STREET AND US ROUTE 13, HEAD NORTHEAST ALONG DELAWARE ROUTE 6, EAST
 DN8349'COMMERCE STREET AND WOODLAND BEACH ROAD, 5.2 MI (8.4 KM) TO DELAWARE
 DN8349'ROUTE 9, HAY POINT LANDING ROAD.  TURN RIGHT ONTO DELWARE ROUTE 9,
 DN8349'HAYPOINT LANDING ROAD AND HEAD SOUTH FOR 1.8 MI (2.9 KM) PASSING THE
 DN8349'INTERSECTION OF DUTCH NECK ROAD ON THE RIGHT, TO THE STATION ON THE
 DN8349'LEFT IMMEDIATLY AFTER PASSING DUTCH NECK ROAD.
 DN8349'
 DN8349'IT IS 31.43 M (103.1 FT) NORTH OF A UTILITY POLE NUMBERED 78685, 16.65
 DN8349'M (54.6 FT) SOUTH OF THE CENTERLINE OF A DIRT ENTRANCE TO THE BOMBAY
 DN8349'HOOK NWR, 16.19 M (53.1 FT) WEST OF A METAL GATE POST, 10.2 M (33.5
 DN8349'FT) EAST OF THE EASTERLY EDGE OF PAVEMENT OF DELAWARE ROUTE 9, 6.15 M
 DN8349'(20.2 FT) NORTHEAST OF A FISH AND WILDLIFE SERVICE METAL SIGN POST AND
 DN8349'SET IN THE TOP OF A 30-CM (12 INCH) ROUND CONCRETE POST AND ABOUT
 DN8349'LEVEL WITH THE GROUND.
 DN8349
 DN8349                          STATION RECOVERY (2018)
 DN8349
 DN8349'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2018 (JAC)
 DN8349'RECOVERED IN GOOD CONDITION.
 DN8349
 DN8349                          STATION RECOVERY (2021)
 DN8349
 DN8349'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 DN8349'IT IS 31.43 M (103.1 FT) SOUTH OF A UTILITY POLE NUMBERED 78685, NOT
 DN8349'NORTH AS PREVIOUSLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN8350 ***********************************************************************
 DN8350  DESIGNATION -  BMH 6
 DN8350  PID         -  DN8350
 DN8350  STATE/COUNTY-  DE/KENT
 DN8350  COUNTRY     -  US
 DN8350  USGS QUAD   -  SMYRNA (2016)
 DN8350
 DN8350                         *CURRENT SURVEY CONTROL
 DN8350  ______________________________________________________________________
 DN8350* NAD 83(1986) POSITION- 39 16 06.48   (N) 075 31 15.87   (W)   HD_HELD1
 DN8350* NAVD 88 ORTHO HEIGHT -     5.515 (meters)       18.09  (feet) ADJUSTED
 DN8350  ______________________________________________________________________
 DN8350  GEOID HEIGHT    -        -34.023 (meters)                     GEOID18
 DN8350  DYNAMIC HEIGHT  -          5.512 (meters)       18.08  (feet) COMP
 DN8350  MODELED GRAVITY -    980,105.9   (mgal)                       NAVD 88
 DN8350
 DN8350  VERT ORDER      -  FIRST     CLASS II
 DN8350
 DN8350.The horizontal coordinates were determined by differentially corrected
 DN8350.hand held GPS observations or other comparable positioning techniques
 DN8350.and have an estimated accuracy of +/- 3 meters.
 DN8350
 DN8350.The orthometric height was determined by differential leveling and
 DN8350.adjusted by the NATIONAL GEODETIC SURVEY
 DN8350.in January 2013.
 DN8350
 DN8350.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8350.GEOID18 height accuracy estimate available here.
 DN8350
 DN8350.Click photographs - Photos may exist for this station.
 DN8350
 DN8350.The dynamic height is computed by dividing the NAVD 88
 DN8350.geopotential number by the normal gravity value computed on the
 DN8350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8350.degrees latitude (g = 980.6199 gals.).
 DN8350
 DN8350.The modeled gravity was interpolated from observed gravity values.
 DN8350
 DN8350;                    North         East    Units  Estimated Accuracy
 DN8350;SPC DE       -   140,815.1     190,989.8     MT  (+/- 3 meters HH1 GPS) 
 DN8350
 DN8350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5505046698(NAD 83)
 DN8350
 DN8350                          SUPERSEDED SURVEY CONTROL
 DN8350
 DN8350.No superseded survey control is available for this station.
 DN8350
 DN8350_MARKER: DD = SURVEY DISK
 DN8350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8350_STAMPING: BMH 6 2011
 DN8350_MARK LOGO: USFWS
 DN8350_PROJECTION: FLUSH
 DN8350_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DN8350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8350+STABILITY: SURFACE MOTION
 DN8350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8350+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2021
 DN8350
 DN8350  HISTORY     - Date     Condition        Report By
 DN8350  HISTORY     - 20110915 MONUMENTED       USFWS
 DN8350  HISTORY     - 20180620 GOOD             USFWS
 DN8350  HISTORY     - 20210303 GOOD             USPSQD
 DN8350
 DN8350                          STATION DESCRIPTION
 DN8350
 DN8350'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2011 (JCW)
 DN8350'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH OF DOVER, 6.3 MI
 DN8350'(10.1 KM) EAST-SOUTHEAST OF CLAYTON AND 5.0 MI (8.0 KM) EAST-SOUTHEAST
 DN8350'OF SMYRNA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN8350'
 DN8350'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 6, EAST COMMERCE
 DN8350'STREET AND US ROUTE 13, HEAD NORTHEAST ALONG DELAWARE ROUTE 6, EAST
 DN8350'COMMERCE STREET AND WOODLAND BEACH ROAD, 5.2 MI (8.4 KM) TO DELAWARE
 DN8350'ROUTE 9, HAY POINT LANDING ROAD.  TURN RIGHT ONTO DELWARE ROUTE 9,
 DN8350'HAYPOINT LANDING ROAD AND HEAD SOUTH FOR 3.0 MI (4.8 KM) PASSING THE
 DN8350'INTERSECTION OF BIG WOODS ROAD ON THE RIGHT AND RAYMOND NECK ROAD
 DN8350'DUTCH NECK ROAD ON THE LEFT, TO THE STATION ON THE LEFT IMMEDIATLY
 DN8350'AFTER RAYMOND NECK ROAD.
 DN8350'
 DN8350'IT IS 17.6 M (57.7 FT) EAST OF A TELEPHONE PEDESTAL NUMBERED HB 35,
 DN8350'15.27 M (50.1 FT) SOUTH OF THE CENTERLINE OF RAYMOND NECK ROAD, 14.29
 DN8350'M (46.9 FT) SOUTHWEST OF AN UNMARKED UTILITY POLE, 9.01 M (29.6 FT)
 DN8350'EAST OF THE CENTERLINE OF DELAWARE ROUTE 9, 6.75 M (22.1 FT)
 DN8350'NORTH-NORTHWEST OF A UTILITY POLE NUMBERED 79206 AND SET IN THE TOP OF
 DN8350'A 30-CM (12 INCH) ROUND CONCRETE POST AND ABOUT LEVEL WITH THE GROUND.
 DN8350
 DN8350                          STATION RECOVERY (2018)
 DN8350
 DN8350'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2018 (JAC)
 DN8350'ADDED YELLOW MARKINGS POINTING TO THE MARK ON BOTH HAY POINT LANDING
 DN8350'ROAD (RT9) AND RAYMOND NECK ROAD.
 DN8350
 DN8350                          STATION RECOVERY (2021)
 DN8350
 DN8350'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 DN8350'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN8351 ***********************************************************************
 DN8351  DESIGNATION -  BMH 7
 DN8351  PID         -  DN8351
 DN8351  STATE/COUNTY-  DE/KENT
 DN8351  COUNTRY     -  US
 DN8351  USGS QUAD   -  BOMBAY HOOK ISLAND (2016)
 DN8351
 DN8351                         *CURRENT SURVEY CONTROL
 DN8351  ______________________________________________________________________
 DN8351* NAD 83(1986) POSITION- 39 15 40.47   (N) 075 29 46.13   (W)   HD_HELD1
 DN8351* NAVD 88 ORTHO HEIGHT -     4.372 (meters)       14.34  (feet) ADJUSTED
 DN8351  ______________________________________________________________________
 DN8351  GEOID HEIGHT    -        -34.070 (meters)                     GEOID18
 DN8351  DYNAMIC HEIGHT  -          4.370 (meters)       14.34  (feet) COMP
 DN8351  MODELED GRAVITY -    980,104.8   (mgal)                       NAVD 88
 DN8351
 DN8351  VERT ORDER      -  FIRST     CLASS II
 DN8351
 DN8351.The horizontal coordinates were determined by differentially corrected
 DN8351.hand held GPS observations or other comparable positioning techniques
 DN8351.and have an estimated accuracy of +/- 3 meters.
 DN8351
 DN8351.The orthometric height was determined by differential leveling and
 DN8351.adjusted by the NATIONAL GEODETIC SURVEY
 DN8351.in January 2013.
 DN8351
 DN8351.No vertical observational check was made to the station.
 DN8351
 DN8351.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8351.GEOID18 height accuracy estimate available here.
 DN8351
 DN8351.Click photographs - Photos may exist for this station.
 DN8351
 DN8351.The dynamic height is computed by dividing the NAVD 88
 DN8351.geopotential number by the normal gravity value computed on the
 DN8351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8351.degrees latitude (g = 980.6199 gals.).
 DN8351
 DN8351.The modeled gravity was interpolated from observed gravity values.
 DN8351
 DN8351;                    North         East    Units  Estimated Accuracy
 DN8351;SPC DE       -   140,010.8     193,140.3     MT  (+/- 3 meters HH1 GPS) 
 DN8351
 DN8351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5719645884(NAD 83)
 DN8351
 DN8351                          SUPERSEDED SURVEY CONTROL
 DN8351
 DN8351.No superseded survey control is available for this station.
 DN8351
 DN8351_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DN8351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8351_STAMPING: BMH 7 2011
 DN8351_MARK LOGO: USFWS
 DN8351_PROJECTION: FLUSH
 DN8351_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DN8351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8351+STABILITY: SURFACE MOTION
 DN8351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8351+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2011
 DN8351
 DN8351  HISTORY     - Date     Condition        Report By
 DN8351  HISTORY     - 20110915 MONUMENTED       USFWS
 DN8351
 DN8351                          STATION DESCRIPTION
 DN8351
 DN8351'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2011 (JCW)
 DN8351'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHEAST OF
 DN8351'DOVER, 7.0 MI (11.3 KM) NORTH-NORTHWEST OF LITTLE CREEK AND 6.4 MI
 DN8351'(10.3 KM) EAST-SOUTHEAST OF SMYRNA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN8351'
 DN8351'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 42, FAST LANDING ROAD
 DN8351'AND US ROUTE 13, HEAD NORTHEAST ALONG DELWARE ROUTE 42, FAST LANDING
 DN8351'ROAD FOR 3.9 MI (6.3 KM) TURN LEFT ON DELAWARE ROUTE 9, SMYRNA-LEIPSIC
 DN8351'ROAD FOR 1.6 MI (2.6 KM) TURN RIGHT AT COUNTY ROAD 85, WHITEHALL NECK
 DN8351'ROAD FOR 1.3 MI (2.1 KM) TO THE STATION ON THE LEFT.
 DN8351'
 DN8351'IT IS 111.3 M (365.2 FT) SOUTHEAST OF A UTILITY POLE NUMBERED 79171,
 DN8351'30.1 M (98.8 FT) NORTHWEST OF A UTILITY POLE NUMBERED 79172, 4.85 M
 DN8351'(15.9 FT) NORTHEAST OF THE CENTERLINE OF WHITEHALL NECK ROAD AND SET
 DN8351'IN THE TOP OF A 30-CM (12 INCH) ROUND CONCRETE POST AND ABOUT LEVEL
 DN8351'WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN8352 ***********************************************************************
 DN8352  DESIGNATION -  BMH 8
 DN8352  PID         -  DN8352
 DN8352  STATE/COUNTY-  DE/KENT
 DN8352  COUNTRY     -  US
 DN8352  USGS QUAD   -  SMYRNA (2016)
 DN8352
 DN8352                         *CURRENT SURVEY CONTROL
 DN8352  ______________________________________________________________________
 DN8352* NAD 83(1986) POSITION- 39 15 02.29   (N) 075 31 05.55   (W)   HD_HELD1
 DN8352* NAVD 88 ORTHO HEIGHT -     4.493 (meters)       14.74  (feet) ADJUSTED
 DN8352  ______________________________________________________________________
 DN8352  GEOID HEIGHT    -        -34.079 (meters)                     GEOID18
 DN8352  DYNAMIC HEIGHT  -          4.491 (meters)       14.73  (feet) COMP
 DN8352  MODELED GRAVITY -    980,104.0   (mgal)                       NAVD 88
 DN8352
 DN8352  VERT ORDER      -  FIRST     CLASS II
 DN8352
 DN8352.The horizontal coordinates were determined by differentially corrected
 DN8352.hand held GPS observations or other comparable positioning techniques
 DN8352.and have an estimated accuracy of +/- 3 meters.
 DN8352
 DN8352.The orthometric height was determined by differential leveling and
 DN8352.adjusted by the NATIONAL GEODETIC SURVEY
 DN8352.in January 2013.
 DN8352
 DN8352.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8352.GEOID18 height accuracy estimate available here.
 DN8352
 DN8352.Click photographs - Photos may exist for this station.
 DN8352
 DN8352.The dynamic height is computed by dividing the NAVD 88
 DN8352.geopotential number by the normal gravity value computed on the
 DN8352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8352.degrees latitude (g = 980.6199 gals.).
 DN8352
 DN8352.The modeled gravity was interpolated from observed gravity values.
 DN8352
 DN8352;                    North         East    Units  Estimated Accuracy
 DN8352;SPC DE       -   138,835.3     191,235.0     MT  (+/- 3 meters HH1 GPS) 
 DN8352
 DN8352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5528644718(NAD 83)
 DN8352
 DN8352                          SUPERSEDED SURVEY CONTROL
 DN8352
 DN8352.No superseded survey control is available for this station.
 DN8352
 DN8352_MARKER: DD = SURVEY DISK
 DN8352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8352_STAMPING: BMH 8 2011
 DN8352_MARK LOGO: USFWS
 DN8352_PROJECTION: FLUSH
 DN8352_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DN8352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8352+STABILITY: SURFACE MOTION
 DN8352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8352+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2011
 DN8352
 DN8352  HISTORY     - Date     Condition        Report By
 DN8352  HISTORY     - 20110915 MONUMENTED       USFWS
 DN8352
 DN8352                          STATION DESCRIPTION
 DN8352
 DN8352'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2011 (JCW)
 DN8352'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-SOUTHEAST OF
 DN8352'CLAYTON, 6.4 MI (10.3 KM) NORTH OF DOVER AND 5.8 MI (9.3 KM) SOUTHEAST
 DN8352'OF SMYRNA.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN8352'
 DN8352'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 42, FAST LANDING ROAD
 DN8352'AND US ROUTE 13, HEAD NORTHEAST ALONG DELWARE ROUTE 42, FAST LANDING
 DN8352'ROAD FOR 3.9 MI (6.3 KM) TURN LEFT ON DELAWARE ROUTE 9, SMYRNA-LEIPSIC
 DN8352'ROAD FOR 0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT.
 DN8352'
 DN8352'IT IS 30.63 M (100.5 FT) SOUTHEAST OF THE CENTER OF A CONCRETE WATER
 DN8352'VALVE COVER, 23.24 M (76.2 FT) SOUTHEAST OF THE WEST END OF A CONCRETE
 DN8352'DRAINAGE PIPE UNDER THE HIGHWAY, 19.8 M (65.0 FT) SOUTH OF THE CENTER
 DN8352'OF A CONCRETE WATER VALVE COVER, 15.26 M (50.1 FT) NORTHEAST OF THE
 DN8352'SOUTH END OF A CONCRETE DRAINAGE PIPE, 1.51 M (5.0 FT) EAST OF THE
 DN8352'EASTERLY EDGE OF PAVEMENT FOR DELAWARE ROUTE 9 AND SET IN THE TOP OF A
 DN8352'30-CM (12 INCH) ROUND CONCRETE POST AND ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN8353 ***********************************************************************
 DN8353  DESIGNATION -  BMH 9
 DN8353  PID         -  DN8353
 DN8353  STATE/COUNTY-  DE/KENT
 DN8353  COUNTRY     -  US
 DN8353  USGS QUAD   -  DOVER (2016)
 DN8353
 DN8353                         *CURRENT SURVEY CONTROL
 DN8353  ______________________________________________________________________
 DN8353* NAD 83(1986) POSITION- 39 13 12.06   (N) 075 30 38.63   (W)   HD_HELD1
 DN8353* NAVD 88 ORTHO HEIGHT -     4.420 (meters)       14.50  (feet) ADJUSTED
 DN8353  ______________________________________________________________________
 DN8353  GEOID HEIGHT    -        -34.188 (meters)                     GEOID18
 DN8353  DYNAMIC HEIGHT  -          4.417 (meters)       14.49  (feet) COMP
 DN8353  MODELED GRAVITY -    980,099.9   (mgal)                       NAVD 88
 DN8353
 DN8353  VERT ORDER      -  FIRST     CLASS II
 DN8353
 DN8353.The horizontal coordinates were determined by differentially corrected
 DN8353.hand held GPS observations or other comparable positioning techniques
 DN8353.and have an estimated accuracy of +/- 3 meters.
 DN8353
 DN8353.The orthometric height was determined by differential leveling and
 DN8353.adjusted by the NATIONAL GEODETIC SURVEY
 DN8353.in January 2013.
 DN8353
 DN8353.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8353.GEOID18 height accuracy estimate available here.
 DN8353
 DN8353.Click photographs - Photos may exist for this station.
 DN8353
 DN8353.The dynamic height is computed by dividing the NAVD 88
 DN8353.geopotential number by the normal gravity value computed on the
 DN8353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8353.degrees latitude (g = 980.6199 gals.).
 DN8353
 DN8353.The modeled gravity was interpolated from observed gravity values.
 DN8353
 DN8353;                    North         East    Units  Estimated Accuracy
 DN8353;SPC DE       -   135,435.2     191,876.9     MT  (+/- 3 meters HH1 GPS) 
 DN8353
 DN8353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5591241316(NAD 83)
 DN8353
 DN8353                          SUPERSEDED SURVEY CONTROL
 DN8353
 DN8353.No superseded survey control is available for this station.
 DN8353
 DN8353_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DN8353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8353_STAMPING: BMH 9 2011
 DN8353_MARK LOGO: USFWS
 DN8353_PROJECTION: FLUSH
 DN8353_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DN8353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8353+STABILITY: SURFACE MOTION
 DN8353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8353+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2011
 DN8353
 DN8353  HISTORY     - Date     Condition        Report By
 DN8353  HISTORY     - 20110915 MONUMENTED       USFWS
 DN8353
 DN8353                          STATION DESCRIPTION
 DN8353
 DN8353'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2011 (JCW)
 DN8353'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHEAST OF SMYRNA, 5.0
 DN8353'MI (8.0 KM) NORTHWEST OF LITTLE CREEK AND 4.3 MI (6.9 KM) NORTH OF
 DN8353'DOVER.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN8353'
 DN8353'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 42, FAST LANDING ROAD
 DN8353'AND US ROUTE 13, HEAD NORTHEAST ON DELAWARE ROUTE 42, FAST LANDING
 DN8353'ROAD FOR 3.9 MI (6.3 KM) TURN RIGHT ONTO DELWARE ROUTE 9,
 DN8353'SMYRNA-LEIPSIC ROAD FOR 1.5 MI (2.4 KM) PASSING THE INTERSECTION OF
 DN8353'LEIPSIC ROAD ON THE RIGHT AND SQUAWIGM ROAD ON THE LEFT, TO THE
 DN8353'STATION ON THE RIGHT, IMMEDIATLY AFTER PASSING LEIPSIC ROAD.
 DN8353'
 DN8353'IT IS 32.78 M (107.5 FT) SOUTH OF A UTILITY POLE NUMBERED 24247, 21.88
 DN8353'M (71.8 FT) WEST OF A UTILITY POLE NUMBERED 156F, 20.55 M (67.4 FT)
 DN8353'SOUTHEAST OF A UTILITY POLE NUMBERED 156A, 9.66 M (31.7 FT) SOUTHEAST
 DN8353'OF THE CENTERLINE OF LEIPSIC ROAD, 7.57 M (24.8 FT) SOUTHWEST OF THE
 DN8353'CENTERLINE OF STATE ROUTE 9 AND SET IN THE TOP OF A 30-CM (12 INCH)
 DN8353'ROUND CONCRETE POST AND ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3401 ***********************************************************************
 JU3401  DESIGNATION -  BOMBAY
 JU3401  PID         -  JU3401
 JU3401  STATE/COUNTY-  DE/KENT
 JU3401  COUNTRY     -  US
 JU3401  USGS QUAD   -  BOMBAY HOOK ISLAND (2016)
 JU3401
 JU3401                         *CURRENT SURVEY CONTROL
 JU3401  ______________________________________________________________________
 JU3401* NAD 83(1991) POSITION- 39 18 46.75597(N) 075 26 18.61802(W)   ADJUSTED
 JU3401* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 JU3401  ______________________________________________________________________
 JU3401  GEOID HEIGHT    -        -33.982 (meters)                     GEOID18
 JU3401  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 JU3401  HORZ ORDER      -  THIRD
 JU3401
 JU3401.The horizontal coordinates were established by classical geodetic methods
 JU3401.and adjusted by the National Geodetic Survey in January 1992.
 JU3401
 JU3401.The orthometric height was scaled from a topographic map.
 JU3401
 JU3401.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3401.GEOID18 height accuracy estimate available here.
 JU3401
 JU3401.Click photographs - Photos may exist for this station.
 JU3401
 JU3401.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3401
 JU3401. The following values were computed from the NAD 83(1991) position.
 JU3401
 JU3401;                    North         East     Units Scale Factor Converg.
 JU3401;SPC DE       -   145,752.887   198,116.595   MT  0.99999504   -0 00 49.8
 JU3401;SPC DE       -   478,190.93    649,987.53   sFT  0.99999504   -0 00 49.8
 JU3401;SPC NJ       -    53,664.379    69,067.450   MT  0.99998062   -0 35 40.7
 JU3401;SPC NJ       -   176,063.88    226,598.79   sFT  0.99998062   -0 35 40.7
 JU3401;UTM  18      - 4,351,601.759   462,196.863   MT  0.99961760   -0 16 40.2
 JU3401
 JU3401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3401!SPC DE       -   1.00000537  x   0.99999504  =   1.00000041
 JU3401!SPC NJ       -   1.00000537  x   0.99998062  =   0.99998599
 JU3401!UTM  18      -   1.00000537  x   0.99961760  =   0.99962297
 JU3401
 JU3401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6219651601(NAD 83)
 JU3401
 JU3401                          SUPERSEDED SURVEY CONTROL
 JU3401
 JU3401  NAD 83(1986)-  39 18 46.74795(N)    075 26 18.62747(W) AD(       ) 3
 JU3401  NAD 27      -  39 18 46.34200(N)    075 26 19.91100(W) AD(       ) 3
 JU3401
 JU3401.Superseded values are not recommended for survey control.
 JU3401
 JU3401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3401.See file dsdata.pdf to determine how the superseded data were derived.
 JU3401
 JU3401_MARKER: I = METAL ROD
 JU3401_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 JU3401_SP_SET: OBJECT DRIVEN INTO GROUND
 JU3401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3401
 JU3401  HISTORY     - Date     Condition        Report By
 JU3401  HISTORY     - 1932     MONUMENTED       USACE
 JU3401  HISTORY     - 1932     GOOD             CGS
 JU3401  HISTORY     - 1969     MARK NOT FOUND   CGS
 JU3401  HISTORY     - 1975     GOOD             NGS
 JU3401
 JU3401                          STATION DESCRIPTION
 JU3401
 JU3401'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (GLA)
 JU3401'THIS IS A CUT-IN STATION ON THE SW BANK OF DELAWARE BAY, ON
 JU3401'BOMBAY HOOK POINT.  25 FEET W OF THE HIGH WATER LINE.  BOMBAY
 JU3401'HOOK POINT IS ABOUT 1.8 MILES SE OF WOODLAWN BEACH PARK.
 JU3401'
 JU3401'THE STATION IS MARKED BY A 1 1/4-INCH PIPE 6 FEET LONG DRIVEN
 JU3401'IN THE GROUND.  OVER THE STATION IS ERECTED A SQUARE SKELETON
 JU3401'STEEL TOWER 60 FEET HIGH WITH ITS BASE ANCHORED IN CONCRETE.  A
 JU3401'LATTICEWORK TARGET 20 FEET HIGH IS MOUNTED ON THE UPPER SECTIONS
 JU3401'OF THE TOWER.
 JU3401
 JU3401                          STATION RECOVERY (1969)
 JU3401
 JU3401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 JU3401'LOST.  AN OLD STEEL TOWER WAS FOUND AT THE DESCRIBED LOCATION, BUT
 JU3401'THE PIPE COULD NOT BE FOUND.  IT IS QUESTIONABLE THAT THIS IS THE
 JU3401'SAME TOWER THAT WAS OVER THE ORIGINAL SITE.
 JU3401
 JU3401                          STATION RECOVERY (1975)
 JU3401
 JU3401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3401'THIS STATION IS ON THE SOUTHWEST BANK OF DELAWARE BAY ON BOMBAY
 JU3401'HOOK POINT.  IT IS 25 FEET WEST OF THE HIGH WATER LINE, SHORELINE
 JU3401'IS SUBJECT TO SMALL PERIODIC CHANGE.  BOMBAY HOOK POINT IS ABOUT
 JU3401'1.8 MILES SOUTHEAST OF WOODLAND BEACH.
 JU3401'
 JU3401'THE STATION IS MARKED BY A 1-1/4 INCH IRON PIPE 6 FEET LONG
 JU3401'DRIVEN INTO THE GROUND.  OVER THE STATION IS A SQUARE SKELTON
 JU3401'STEEL TOWER 60 FEET TALL WITH ITS BASE IN CONCRETE.  A 20 FOOT
 JU3401'LATTICE WORK TARGET OCCUPIES THE UPPER PORTION OF THE TOWER.  THE
 JU3401'TOWER SHOWS SIGNS OF AGE AND WEATHERING.  SOME OF THE STRUCTURE
 JU3401'MEMBERS HAVE FALLEN FROM THE TOWER.
 JU3401'
 JU3401'TO REACH THE STATION FROM SMYRNA, GO EAST ON ROUTE 6 TO WOODLAND
 JU3401'BEACH, TURN RIGHT AT THE INTERSECTION AND PASS THROUGH A GATE
 JU3401'ABOUT 0.2 MILE FROM WOODLAND BEACH.  PASS THROUGH A SECOND GATE
 JU3401'AND TURN LEFT AT THIS GATE.  DRIVE TO THE END OF THE ROAD AND
 JU3401'WALK DOWN THE RIVER BANK EAST BY SOUTHEAST 1/3 MILE TO THE
 JU3401'STATION.
 JU3401'
 JU3401'GATE KEYS MAY BE OBTAINED FROM MR. TOM TRIBBIT (653-9741),
 JU3401'MR. BILL DUPONT AND MR. LEWIS EDGEL (653-7416) OWN PROPERTY
 JU3401'OVER WHICH THE ACCESS ROAD PASSES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3827 ***********************************************************************
 JU3827  DESIGNATION -  BOUNDARY INIT PT DE MD PA=ARC CORNER
 JU3827  PID         -  JU3827
 JU3827  STATE/COUNTY-  DE/NEW CASTLE
 JU3827  COUNTRY     -  US
 JU3827  USGS QUAD   -  NEWARK WEST (2016)
 JU3827
 JU3827                         *CURRENT SURVEY CONTROL
 JU3827  ______________________________________________________________________
 JU3827* NAD 83(1991) POSITION- 39 43 19.92493(N) 075 46 25.60478(W)   ADJUSTED
 JU3827* NAVD 88 ORTHO HEIGHT -    55.    (meters)      180.    (feet) SCALED
 JU3827  ______________________________________________________________________
 JU3827  GEOID HEIGHT    -        -32.968 (meters)                     GEOID18
 JU3827  LAPLACE CORR    -          0.77  (seconds)                    DEFLEC18
 JU3827  HORZ ORDER      -  SECOND
 JU3827
 JU3827.The horizontal coordinates were established by classical geodetic methods
 JU3827.and adjusted by the National Geodetic Survey in January 1992.
 JU3827
 JU3827.The orthometric height was scaled from a topographic map.
 JU3827
 JU3827.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3827.GEOID18 height accuracy estimate available here.
 JU3827
 JU3827.Click photographs - Photos may exist for this station.
 JU3827
 JU3827.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3827
 JU3827. The following values were computed from the NAD 83(1991) position.
 JU3827
 JU3827;                    North         East     Units Scale Factor Converg.
 JU3827;SPC DE       -   191,246.507   169,381.691   MT  1.00000654   -0 13 41.6
 JU3827;SPC DE       -   627,447.92    555,713.10   sFT  1.00000654   -0 13 41.6
 JU3827;SPC MD       -   228,892.244   505,137.860   MT  1.00005897   +0 46 10.6
 JU3827;SPC MD       -   750,957.30  1,657,273.13   sFT  1.00005897   +0 46 10.6
 JU3827;SPC PA S     -    45,074.023   769,431.581   MT  1.00003972   +1 16 55.8
 JU3827;SPC PA S     -   147,880.36  2,524,376.78   sFT  1.00003972   +1 16 55.8
 JU3827;UTM  18      - 4,397,211.214   433,683.199   MT  0.99965414   -0 29 40.2
 JU3827
 JU3827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3827!SPC DE       -   0.99999660  x   1.00000654  =   1.00000314
 JU3827!SPC MD       -   0.99999660  x   1.00005897  =   1.00005557
 JU3827!SPC PA S     -   0.99999660  x   1.00003972  =   1.00003632
 JU3827!UTM  18      -   0.99999660  x   0.99965414  =   0.99965074
 JU3827
 JU3827:                Primary Azimuth Mark                     Grid Az
 JU3827:SPC DE       -  ARC CORNER AZ MK                         349 01 48.0
 JU3827:SPC MD       -  ARC CORNER AZ MK                         348 01 55.8
 JU3827:SPC PA S     -  ARC CORNER AZ MK                         347 31 10.6
 JU3827:UTM  18      -  ARC CORNER AZ MK                         349 17 46.6
 JU3827
 JU3827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3368397211(NAD 83)
 JU3827
 JU3827|---------------------------------------------------------------------|
 JU3827| PID    Reference Object                     Distance      Geod. Az  |
 JU3827|                                                           dddmmss.s |
 JU3827| CB1185 ARC CORNER RM 1                      25.343 METERS 02754     |
 JU3827| CB1186 ARC CORNER RM 2                      21.500 METERS 10317     |
 JU3827| CB1184 ARC CORNER AZ MK                                   3484806.4 |
 JU3827|---------------------------------------------------------------------|
 JU3827
 JU3827                          SUPERSEDED SURVEY CONTROL
 JU3827
 JU3827  NAD 83(1986)-  39 43 19.91930(N)    075 46 25.61096(W) AD(       ) 2
 JU3827  NAD 27      -  39 43 19.52100(N)    075 46 26.84100(W) AD(       ) 2
 JU3827  USSD        -  39 43 19.91999(N)    075 46 26.69000(W) AD(       ) 3
 JU3827
 JU3827.Superseded values are not recommended for survey control.
 JU3827
 JU3827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3827.See file dsdata.pdf to determine how the superseded data were derived.
 JU3827
 JU3827_MARKER: 71 = BOUNDARY MONUMENT
 JU3827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3827+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU3827
 JU3827  HISTORY     - Date     Condition        Report By
 JU3827  HISTORY     - 1935     FIRST OBSERVED   CGS
 JU3827  HISTORY     - 1983     GOOD             USPSQD
 JU3827  HISTORY     - 20010204 GOOD             USPSQD
 JU3827  HISTORY     - 20030307 GOOD             USPSQD
 JU3827  HISTORY     - 20080913 GOOD             GEOCAC
 JU3827  HISTORY     - 20100925 GOOD             GEOCAC
 JU3827  HISTORY     - 20130711 GOOD             DELCOS
 JU3827  HISTORY     - 20180412 GOOD             BASE9
 JU3827
 JU3827                          STATION DESCRIPTION
 JU3827
 JU3827'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU3827'STATION IS LOCATED ON THE SOUTHWESTERN ARC CORNER BETWEEN PA. AND
 JU3827'DEL. ABOUT 3 MILES N BY W OF NEWARK, DEL.
 JU3827'
 JU3827'STATION MARK IS A MONOLITHIC GRANITE SHAFT, 5 FEET HIGH AND 12
 JU3827'INCHES SQUARE AT THE TOP, MARKED IN TOP WITH AN ANGLE WITHIN A
 JU3827'CIRCLE, THE ANGLE SHOWING THE DIRECTIONS OF THE STATE LINES.  IT IS
 JU3827'IN A SMALL FIELD 30 METERS DUE S OF THE INTERSECTION OF TWO DIRT
 JU3827'ROADS.
 JU3827'
 JU3827'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 JU3827'CONCRETE AS DESCRIBED IN NOTE 11A.
 JU3827'
 JU3827'REFERENCE MARK NO.1 IS 25.343 METERS (80.15 FEET) NNE OF
 JU3827'STATION, 3 PACES N OF CENTER OF ROAD.  IT PROJECTS 8 INCHES.
 JU3827'
 JU3827'REFERENCE MARK NO.2 IS 21.500 METERS (70.54 FEET) E OF STATION
 JU3827'ON FENCE LINE 4 PACES S OF CENTER OF ROAD.  IT PROJECTS 8 INCHES.
 JU3827'
 JU3827'AZIMUTH MARK IS 0.9 MILE N BY W OF STATION ON W SIDE OF LANE
 JU3827'WHICH LEADS DIRECTLY FROM STATION TO MARK, 57 PACES S OF A
 JU3827'MACADAM ROAD, 6 PACES W OF CENTER OF LANE, 1 FOOT E OF FENCE AND
 JU3827'IN SLOPE OF LOW CUT BANK.  IT PROJECTS 6 INCHES.
 JU3827'
 JU3827'TO REACH FROM OXFORD, PA., GO E ON U.S. HIGHWAY 1 FOR 4.3 MILES
 JU3827'TO MACADAM T-ROAD RIGHT, TURN RIGHT AND GO 0.8 MILE TO FORK,
 JU3827'BEAR RIGHT AND GO 1.3 MILES ALONG MAIN-TRAVELED ROAD TO ROUTE
 JU3827'796.  FOLLOW ROUTE 796 S FOR 7.9 MILES TO PA.-MD. LINE, CONTINUE
 JU3827'STRAIGHT AHEAD 0.6 MILE TO DIRT T-ROAD LEFT, JUST BEYOND RED
 JU3827'BRICK HOUSE, TURN LEFT AND GO 0.6 MILE TO CROSS ROAD AND STATION
 JU3827'ON RIGHT.
 JU3827'
 JU3827'A 100-FOOT TOWER WAS USED.  NO CUTS VISIBLE FROM GROUND.
 JU3827'
 JU3827'POSITION CHECKS WITH INITIAL POINT, 1892.
 JU3827
 JU3827                          STATION RECOVERY (1983)
 JU3827
 JU3827'RECOVERY NOTE BY US POWER SQUADRON 1983 (JLM)
 JU3827'STATION RECOVERED GOOD.
 JU3827'
 JU3827'ALL FOUND.  MET STATE OF DELAWARE SURVEYING PARTY LOOKING FOR
 JU3827'MARKS - EXCHANGED DATA 1ST SIDE FIELD WORK EXECUTED BY US COAST
 JU3827'AND GEODETIC SURVEY 2ND SIDE DELAWARE THOMAS EBAYARD JOHN H.
 JU3827'HOFFECKER B L LEWIS MD COMMISSIONERS DANIEL FARRA SURVEYOR.  3RD
 JU3827'SIDE 1892 4TH SIDE PENNSYLVANIA.
 JU3827
 JU3827                          STATION RECOVERY (2001)
 JU3827
 JU3827'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 JU3827'RM 1 NOT FOUND.  FOUND CEMENT BASE NEARBY WITHOUTH DISK ON IT.
 JU3827'RM 2 NOT FOUND.  WOODEN FOOT BRIDGE NOW COVERS THIS AREA.
 JU3827'AZ MARK FOUND IN POOR CONDITION.  NOTE 0.7 MILE NORTHWEST OF STATION.
 JU3827'AZ MARK BASE SEEMS TO HAVE BEEN HIT WITH PLOW AND ACCURACY MAY BE IN
 JU3827'DOUBT.
 JU3827'
 JU3827
 JU3827                          STATION RECOVERY (2003)
 JU3827
 JU3827'RECOVERY NOTE BY US POWER SQUADRON 2003 (RBG)
 JU3827'RECOVERED IN GOOD CONDITION.
 JU3827
 JU3827                          STATION RECOVERY (2008)
 JU3827
 JU3827'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 JU3827'NEW TO-REACH IS AS FOLLOWS - FROM PA ROUTE 896 AT THE PA-MD LINE,
 JU3827'CONTINUE AHEAD, SE FOR 0.6 MILE TO HOPKINS BRIDGE ROAD RUNNING NE,
 JU3827'TURN LEFT AND PROCEED 0.6 MILE TO THE STATION ON THE RIGHT AT THE
 JU3827'CROSSING OF A DIM WOODS ROAD.
 JU3827
 JU3827                          STATION RECOVERY (2010)
 JU3827
 JU3827'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 JU3827'RECOVERED IN GOOD CONDITION.
 JU3827
 JU3827                          STATION RECOVERY (2013)
 JU3827
 JU3827'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3827'RECOVERED IN GOOD CONDITION.
 JU3827
 JU3827                          STATION RECOVERY (2018)
 JU3827
 JU3827'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2018 (DRD)
 JU3827'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1800 ***********************************************************************
 HU1800  DESIGNATION -  BOUNDARY MON 0=MD DEL CORNER
 HU1800  PID         -  HU1800
 HU1800  STATE/COUNTY-  DE/SUSSEX
 HU1800  COUNTRY     -  US
 HU1800  USGS QUAD   -  HEBRON (2016)
 HU1800
 HU1800                         *CURRENT SURVEY CONTROL
 HU1800  ______________________________________________________________________
 HU1800* NAD 83(1991) POSITION- 38 27 36.29213(N) 075 41 37.18951(W)   ADJUSTED
 HU1800* NAVD 88 ORTHO HEIGHT -    10.1   (meters)       33.    (feet) VERTCON3
 HU1800  ______________________________________________________________________
 HU1800  GEOID HEIGHT    -        -35.642 (meters)                     GEOID18
 HU1800  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 HU1800  HORZ ORDER      -  SECOND
 HU1800
 HU1800.The horizontal coordinates were established by classical geodetic methods
 HU1800.and adjusted by the National Geodetic Survey in January 1992.
 HU1800
 HU1800.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1800
 HU1800.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1800.GEOID18 height accuracy estimate available here.
 HU1800
 HU1800.Click photographs - Photos may exist for this station.
 HU1800
 HU1800.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1800
 HU1800. The following values were computed from the NAD 83(1991) position.
 HU1800
 HU1800;                    North         East     Units Scale Factor Converg.
 HU1800;SPC DE       -    51,105.485   175,823.547   MT  1.00000220   -0 10 20.2
 HU1800;SPC DE       -   167,668.58    576,847.75   sFT  1.00000220   -0 10 20.2
 HU1800;SPC MD       -    88,887.992   514,011.564   MT  0.99997601   +0 49 11.6
 HU1800;SPC MD       -   291,626.69  1,686,386.27   sFT  0.99997601   +0 49 11.6
 HU1800;UTM  18      - 4,257,091.847   439,480.289   MT  0.99964510   -0 25 53.2
 HU1800
 HU1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1800!SPC DE       -   1.00000401  x   1.00000220  =   1.00000621
 HU1800!SPC MD       -   1.00000401  x   0.99997601  =   0.99998002
 HU1800!UTM  18      -   1.00000401  x   0.99964510  =   0.99964911
 HU1800
 HU1800:                Primary Azimuth Mark                     Grid Az
 HU1800:SPC DE       -  MD DEL CORNER AZ MK RESET                259 36 14.8
 HU1800:SPC MD       -  MD DEL CORNER AZ MK RESET                258 36 43.0
 HU1800:UTM  18      -  MD DEL CORNER AZ MK RESET                259 51 47.8
 HU1800
 HU1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3948057091(NAD 83)
 HU1800
 HU1800|---------------------------------------------------------------------|
 HU1800| PID    Reference Object                     Distance      Geod. Az  |
 HU1800|                                                           dddmmss.s |
 HU1800| DC7532 MD DEL CORNER RM 1 AZIMUTH                         0812937.8 |
 HU1800| DC7534 MD DEL CORNER RM 2 RESET             22.837 METERS 17800     |
 HU1800| DC7533 MD DEL CORNER RM 2                   22.850 METERS 17802     |
 HU1800| DC7535 MD DEL CORNER RM 3                   54.572 METERS 23529     |
 HU1800| DC7536 MD DEL CORNER RM 3 RESET             54.699 METERS 23830     |
 HU1800| HU2243 MD DEL CORNER AZ MK RESET           481.518 METERS 2592554.6 |
 HU1800| HU1825 MD DEL CORNER RM 4                    9.411 METERS 26948     |
 HU1800| HU1922 VIENNA E PWRLINE MST CEN TOP        APPROX.11.2 KM 2832442.8 |
 HU1800| HU1919 VIENNA W PWRLINE MST CEN TOP        APPROX.11.5 KM 2840206.2 |
 HU1800|---------------------------------------------------------------------|
 HU1800
 HU1800                          SUPERSEDED SURVEY CONTROL
 HU1800
 HU1800  NAD 83(1986)-  38 27 36.28750(N)    075 41 37.21209(W) AD(       ) 2
 HU1800  NAD 27      -  38 27 35.86980(N)    075 41 38.45540(W) AD(       ) 2
 HU1800  NGVD 29 (07/19/86)   10.5    (m)           34.     (f) VERT ANG       
 HU1800
 HU1800.Superseded values are not recommended for survey control.
 HU1800
 HU1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1800.See file dsdata.pdf to determine how the superseded data were derived.
 HU1800
 HU1800_MARKER: DS = TRIANGULATION STATION DISK
 HU1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1800_STAMPING: MD DEL CORNER 1932
 HU1800_MARK LOGO: CGS
 HU1800_PROJECTION: PROJECTING 76 CENTIMETERS
 HU1800_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HU1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1800+STABILITY: SURFACE MOTION
 HU1800_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1800+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2016
 HU1800
 HU1800  HISTORY     - Date     Condition        Report By
 HU1800  HISTORY     - 1932     MONUMENTED       CGS
 HU1800  HISTORY     - 1932     GOOD             CGS
 HU1800  HISTORY     - 1934     GOOD             CGS
 HU1800  HISTORY     - 1941     GOOD             MDBCSM
 HU1800  HISTORY     - 1942     GOOD             CGS
 HU1800  HISTORY     - 1962     GOOD             CGS
 HU1800  HISTORY     - 1974     SEE DESCRIPTION  NGS
 HU1800  HISTORY     - 1974     GOOD             NGS
 HU1800  HISTORY     - 1976     GOOD             NGS
 HU1800  HISTORY     - 19851023 GOOD             NGS
 HU1800  HISTORY     - 20060521 GOOD             GEOCAC
 HU1800  HISTORY     - 20161005 GOOD             ARCSHE
 HU1800
 HU1800                          STATION DESCRIPTION
 HU1800
 HU1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 HU1800'STATION IS LOCATED AT SW CORNER OF DELAWARE AND AT THE S END OF
 HU1800'N-S LINE BETWEEN DELAWARE AND MARYLAND.  MARK IS SET IN THE TOP
 HU1800'OF THE LARGER STONE MONUMENT, WHICH IS A POST ABOUT 1-1/2 FEET
 HU1800'SQUARE AND THREE FEET HIGH, AROUND WHICH WAS POURED CONCRETE TO
 HU1800'ASSURE ITS PERMANENCY.  STONE HAS NO INSCRIPTION ON IT, BUT HAS
 HU1800'TWO DIFFERENT COATS-OF-ARMS ON IT.
 HU1800'
 HU1800'STATION MARK IS STANDARD BRONZE DISK WEDGED IN DRILL HOLE IN
 HU1800'BOULDER, AS DESCRIBED.
 HU1800'
 HU1800'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE, AS
 HU1800'DESCRIBED.
 HU1800'
 HU1800'REFERENCE MARK NO.1 IS 1/2 MILE E OF STATION, ABOUT 5 METERS S
 HU1800'OF CENTER LINE OF ROAD, 2 FEET S OF TELEPHONE POLE NO.149.
 HU1800'
 HU1800'REFERENCE MARK NO.2 IS S OF STATION, ABOUT 5 METERS N OF CENTER
 HU1800'LINE OF ROAD, AND 5 METERS E OF TELEPHONE POLE NO.87.
 HU1800'
 HU1800'REFERENCE MARK NO.3 IS SW OF STATION, ABOUT 5 METERS N OF CENTER
 HU1800'LINE OF ROAD, AND 2 FEET E OF TELEPHONE POLE NO.88.
 HU1800'
 HU1800'TO REACH GO NW FROM SALISBURY, MARYLAND, ON HIGHWAY 213, PASS
 HU1800'DEL-MAR-VA AIRPORT AT 7.3 MILES, TURN E ON A DIRT ROAD AT 8.5
 HU1800'MILES.  STATION IS ABOUT 0.3 MILE E OF THE JUNCTION OF THIS ROAD
 HU1800'AND THE ROAD LEADING TO DELMAR, DELAWARE, LOCATED 101 FEET N OF
 HU1800'THE CENTER LINE OF THIS ROAD.
 HU1800'
 HU1800'HEIGHT OF SIGNAL ABOVE STATION MARK - 38 METERS.
 HU1800
 HU1800                          STATION RECOVERY (1932)
 HU1800
 HU1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 HU1800'RECOVERED IN GOOD CONDITION.
 HU1800
 HU1800                          STATION RECOVERY (1934)
 HU1800
 HU1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JB)
 HU1800'STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS FOUND IN GOOD
 HU1800'CONDITION.
 HU1800'
 HU1800'DISTANCE TO REFERENCE MARK NO.3 COULD NOT BE MEASURED AS IT WAS
 HU1800'ON THE OTHER SIDE OF A CORN FIELD.  TO CLEAR THIS LINE WOULD
 HU1800'CAUSE CONSIDERABLE DESTRUCTION TO CORN CROP.
 HU1800'
 HU1800'MARKS STAMPED MD.-DEL. CORNER - 1932.
 HU1800'
 HU1800'NO PROMINENT OBJECTS VISIBLE FROM GROUND.
 HU1800'
 HU1800'A 103-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 HU1800
 HU1800                          STATION RECOVERY (1941)
 HU1800
 HU1800'RECOVERY NOTE BY MD BUR SURV AND MAPS 1941 (CBK)
 HU1800'LETTER OF MR. C.B. KEGARICE, BUREAU OF CONTROL SURVEYS AND MAPS,
 HU1800'UNIVERSITY OF MARYLAND, COLLEGE PARK, MD., DATED 6/9/42--
 HU1800'
 HU1800'DUE TO ROAD CONSTRUCTION IT WAS NECESSARY TO MOVE R.M.S 2 AND
 HU1800'3.  THESE REFERENCE MARKS APPEARED TO HAVE BEEN DISTURBED,
 HU1800'THEREFORE IT WAS NOT POSSIBLE TO MOVE THEM ON LINE TO THE
 HU1800'TRIANGULATION STATION.  THE STATION MARK WAS NOT DISTURBED.
 HU1800'
 HU1800'REFERENCE MARK 2 WAS MOVED ON LINE, AS FOUND, 10.0 FEET TOWARD
 HU1800'THE STATION.  IT WAS RESET 27 FEET N OF CENTER OF ROADWAY, 74.95
 HU1800'FEET FROM THE STATION.
 HU1800'
 HU1800'REFERENCE MARK 3 WAS RESET 29 FEET N OF CENTER LINE OF HIGHWAY,
 HU1800'179.01 FEET FROM THE STATION, AND 156.36 FEET FROM THE NEW
 HU1800'LOCATION OF R.M. 2.
 HU1800'
 HU1800'ANGLES CLOCKWISE--
 HU1800'
 HU1800'AT STATION MARK--
 HU1800'
 HU1800'R.M. 2 TO R.M. 3 60 DEG 30 MIN 10 SEC
 HU1800'
 HU1800'AT R.M. 2--
 HU1800'
 HU1800'R.M. 3 TO STATION 94 DEG 50 MIN 20 SEC
 HU1800'
 HU1800'AT R.M. 3--
 HU1800'
 HU1800'STATION MARK TO R.M. 2 24 DEG 39 MIN 30 SEC
 HU1800
 HU1800                          STATION RECOVERY (1942)
 HU1800
 HU1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HU1800'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH ORIGINAL
 HU1800'DESCRIPTION--
 HU1800'
 HU1800'(1) TELEPHONE POLE 149 HAS BEEN REMOVED.
 HU1800'
 HU1800'(2) 8 METERS N OF CENTER LINE OF ROAD, NOT 5 METERS (REFERENCE
 HU1800'MARK NO.3).
 HU1800'
 HU1800'(3) 26 METERS W OF TELEPHONE POLE NO.87, NOT 2 FEET E OF
 HU1800'TELEPHONE POLE NO.88.
 HU1800'
 HU1800'(4) REFERENCE MARK NO.3 IS LOCATED 179.05 FEET SW OF THE
 HU1800'STATION, NOT 188.2 FEET (REFERENCE MARK NO.3 WAS MOVED WHEN THE
 HU1800'ROAD WAS REBUILT).
 HU1800'
 HU1800'(5) REFERENCE MARK NO.2 IS LOCATED 74.97 FEET S OF THE STATION,
 HU1800'NOT 84.95 FEET (REFERENCE MARK NO.2 WAS MOVED WHEN THE ROAD WAS
 HU1800'REBUILT).
 HU1800'
 HU1800'THIS STATION IS LOCATED IN THE SW CORNER OF DELAWARE, AND AT THE
 HU1800'S END OF THE N-S LINE BETWEEN DELAWARE AND MARYLAND, 101 FEET
 HU1800'N OF THE CENTER LINE OF THE ROAD LEADING TO DELMAR.
 HU1800'
 HU1800'THE STATION IS A BRONZE DISK, STAMPED MD.-DEL. CORNER 1932, SET
 HU1800'IN THE TOP OF A 1 1/2-FOOT SQUARE SANDSTONE BLOCK (WHICH HAS
 HU1800'CONCRETE POURED AROUND IT TO INSURE ITS PERMANENCY) WHICH EXTENDS
 HU1800'3 FEET ABOVE THE GROUND.  THE STATION IS IN GOOD CONDITION.
 HU1800'
 HU1800'REFERENCE MARK NO.1 IS LOCATED 1/2 MILE E OF THE STATION AND IS
 HU1800'4 METERS S OF THE CENTER LINE OF THE ROAD.  THE MARK IS A BRONZE
 HU1800'DISK, WITH THE ARROW POINTING TOWARD THE STATION, STAMPED
 HU1800'MD.-DEL. CORNER NO.1, 1932, SET IN THE TOP OF A 12-INCH SQUARE
 HU1800'CONCRETE MONUMENT, WHICH IS FLUSH WITH THE GROUND.  THE MONUMENT
 HU1800'HAS BEEN CHIPPED BY A ROAD GRADER, BUT IS IN GOOD CONDITION.
 HU1800'
 HU1800'REFERENCE MARK NO.2 IS LOCATED 74.97 FEET S OF THE STATION, 7
 HU1800'METERS N OF THE CENTER LINE OF THE ROAD.  THE MARK IS A BRONZE
 HU1800'DISK, WITH THE ARROW POINTING TOWARD THE STATION, STAMPED
 HU1800'MD.-DEL. CORNER NO.2 1932, SET IN THE TOP OF A 12-INCH SQUARE
 HU1800'MONUMENT, WHICH EXTENDS 1 INCH ABOVE THE GROUND.  THE MARK IS IN
 HU1800'GOOD CONDITION.
 HU1800'
 HU1800'REFERENCE MARK NO.3 IS LOCATED 179.05 FEET SW OF THE STATION,
 HU1800'8 METERS N OF THE CENTER LINE OF THE ROAD AND 26 METERS W OF
 HU1800'TELEPHONE POLE NO.87.  THE MARK IS A BRONZE DISK, WITH THE ARROW,
 HU1800'POINTING TOWARD THE STATION, STAMPED MD.-DEL. CORNER NO.3 1932,
 HU1800'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, WHICH
 HU1800'EXTENDS 5 INCHES ABOVE THE GROUND.  THE MARK IS IN GOOD
 HU1800'CONDITION.
 HU1800'
 HU1800'TO REACH THE STATION FROM SALISBURY, TAKE ROUTE 213 NW, AT 8.5
 HU1800'MILES TURN E ON A DIRT ROAD (1.2 MILES BEYOND
 HU1800'DEL.-MAR.-VA. AIRPORT) AND FOLLOW THIS ROAD 0.9 MILE TO THE
 HU1800'JUNCTION OF THIS ROAD AND THE ROAD LEADING TO DELMAR, THEN
 HU1800'PROCEED E 0.3 MILE TO THE STATION.  THE STATION IS LOCATED 101
 HU1800'FEET N OF THE CENTER LINE OF THE ROAD.
 HU1800
 HU1800                          STATION RECOVERY (1962)
 HU1800
 HU1800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1800'STATION MARK, REFERENCE MARK 2 AND 3 WERE RECOVERED AND FOUND IN
 HU1800'GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED AND FOUND TO
 HU1800'HAVE BEEN HIT BY ROAD MACHINERY AND THE DISK HAD BEEN KNOCKED
 HU1800'OUT.  THE ABOVE OBSERVATIONS WERE MADE BY PLACING ANOTHER DISK
 HU1800'IN THE HOLE TO HOLD THE OLD POINT.  THIS AZIMUTH MARK WAS
 HU1800'REPLACED BY A NEW MARK TO MD-DEL CORNER RM 4 AS THE OLD STATION
 HU1800'CAN NEVER BE OCCUPIED AGAIN DUE TO SHELTER ERECTED OVER THE
 HU1800'MONUMENT AND STATION.  THE NEW DISTANCE AND DIRECTIONS CHECKED
 HU1800'WITH THE PREVIOUS DATA.  REFERENCE MARK 2 HAS BEEN COVERED
 HU1800'OVER BY FILL IT IS ABOUT 12 INCHES BELOW THE SURFACE OF THE
 HU1800'GROUND.
 HU1800'
 HU1800'THE STATION IS THE U.S.C. AND G.S. DISK SET IN THE TOP AND THE
 HU1800'APPROXIMATE CENTER OF THE MONUMENT.  IT IS LOCATED ABOUT 6-1/2
 HU1800'MILES EAST OF DELMAR, 6.0 MILES SOUTH OF SHARPTOWN AND 3-1/2
 HU1800'MILES WEST OF MARDELA SPRINGS, MARYLAND AND ON PROPERTY OWNED BY
 HU1800'THE STATES.  IT IS A SAND STONE MONUMENT WITH THE COAT OF ARMS
 HU1800'ON ALL FOUR SIDES OF THE MONUMENT.  IT PROJECTS ABOUT 30 INCHES
 HU1800'ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED MD DEL
 HU1800'CORNER 1932, IS LEANING TO THE SOUTH AND HAS CONCRETE POURED
 HU1800'AROUND THE BASE TO INSURE THE PERMANENCY OF THE MONUMENT.  IT
 HU1800'HAS A 12 X 12 FOOT SHELTER ERECTED OVER THE MONUMENT.  IT IS
 HU1800'101.0 FEET NORTH OF THE APPROXIMATE CENTER OF STATE HIGHWAY
 HU1800'467.  THE SHELTER HAS FOUR 12 X 12 INCH SQUARE RED BRICK
 HU1800'COLUMNS AND HAS A CONICAL SHAPED ROOF PAINTED BLACK AND WHITE.
 HU1800'
 HU1800'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION MD DEL CORNER
 HU1800'RM 4, DISTANCE BEING (30.876 FEET) AND 9.411 METERS EAST OF
 HU1800'STATION MD DEL CORNER RM 4.
 HU1800'
 HU1800'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
 HU1800
 HU1800                          STATION RECOVERY (1974)
 HU1800
 HU1800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU1800'THE MONUMENT IS LOCATED ABOUT 6.0 MILES WEST OF DELMAR AND AT
 HU1800'THE SOUTHWEST CORNER OF DELAWARE AND AT THE SOUTH END OF THE
 HU1800'NORTH AND SOUTH LINE BETWEEN DELAWARE-MARYLAND.
 HU1800'
 HU1800'THE MARK, A SAND STONE MONUMENT WITH THE COAT OF ARMS ON THE
 HU1800'NORTH AND SOUTH SIDES OF THE MONUMENT AND ALSO ON THE EAST AND
 HU1800'WEST SIDE.  IT HAS A U.S.C. AND G.S. TRIANGULATION DISK CEMENTED
 HU1800'IN THE TOP, STAMPED MD DEL CORNER 1932.  THE MONUMENT IS BROKE
 HU1800'AT THE BASE AND LEANING TO THE SOUTH.  IT HAS A 12 BY 12 FOOT
 HU1800'SHELTER ERECTED OVER THE MONUMENT.
 HU1800'
 HU1800'THIS PARTY HAS NO DATA ON THE MONUMENTS THAT ARE ESTABLISHED TO
 HU1800'THE NORTH OF BOUNDARY MONUMENT 0.  THEY ARE TWO SMALL MONUMENTS
 HU1800'THAT PROJECTS 2 FEET ABOVE THE GROUND SURFACE.  ONE MONUMENT IS
 HU1800'3.8 FEET NORTH AND THE OTHER MONUMENT IS 2.8 FEET NORTH-NORTHEAST.
 HU1800'
 HU1800'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1800'6 MILES WEST OF DELMAR, DELAWARE.
 HU1800
 HU1800                          STATION RECOVERY (1974)
 HU1800
 HU1800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU1800'THE STATION MARK WAS RECOVERED AND FOUND TO BE LEANING TO THE
 HU1800'SOUTH, REFERENCE MARKS 2, 3 AND THE AZIMUTH MARK WERE RECOVERED
 HU1800'AND FOUND IN GOOD CONDITION AS DESCRIBED IN 1962.
 HU1800'
 HU1800'THE STATION MARK, A STANDARD DISK STAMPED MD DEL CORNER 1932,
 HU1800'IS CEMENTED IN A DRILL HOLE IN THE TOP OF BOUNDARY MONUMENT
 HU1800'NUMBER 0 OR 35-B THAT PROJECTS 30 INCHES ABOVE THE GROUND
 HU1800'SURFACE.  IT HAS A 12 BY 12 FOOT SHELTER ERECTED OVER THE
 HU1800'MONUMENT.  IT IS 3.8 FEET SOUTH OF MONUMENT 35-A, WHICH WAS
 HU1800'ESTABLISHED IN 1760.
 HU1800'
 HU1800'NO DATA AVAILABLE TO CHECK THE HORIZONTAL DIRECTIONS OR DISTANCE
 HU1800'TO THE MARKS.
 HU1800'
 HU1800'FOR ADDITIONAL INFORMATION SEE DESCRIPTION MD DEL CORNER 1932
 HU1800'RM 4.
 HU1800'
 HU1800'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1800'6 MILES WEST OF DELMAR, DELAWARE.
 HU1800
 HU1800                          STATION RECOVERY (1976)
 HU1800
 HU1800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1800'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HU1800'CONDITION AS PREVIOUSLY DESCRIBED.
 HU1800'
 HU1800'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1800'6 MILES WEST OF DELMAR.
 HU1800
 HU1800                          STATION RECOVERY (1985)
 HU1800
 HU1800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HU1800'THE MONUMENT IS LOCATED ABOUT 6.0 MILES WEST OF DELMAR AND AT
 HU1800'THE SOUTHWEST CORNER OF DELAWARE AND AT THE SOUTH END OF THE
 HU1800'NORTH AND SOUTH LINE BETWEEN DELAWARE-MARYLAND.
 HU1800'THE OLD MASON-DIXON MONUMENT WAS FOUND BROKEN OFF AT ITS BASE.  THE
 HU1800'MONUMENT WAS RESET ON ITS ORIGINAL BASE AT THIS DATE.  IT WAS ATTACHED
 HU1800'WITH A SPECIAL CEMENT SUPPLIED BY THE MARYLAND-DELEWARE BOUNDARY
 HU1800'COMMISIONS.  CARE WAS TAKEN TO ASSURE THE PRECISE POSITION OF THE DISK
 HU1800'IN THE TOP OF THE MONUMENT.  ALL INDICATIONS ARE THAT THE DISK AND
 HU1800'MONUMENT ARE WITHIN 0.001 M (0.0 FT) OF ITS ORIGINAL LOCATION.  THE
 HU1800'STATION IS NOW IN A STEEL BAR CAGE AND ACCESS CAN ONLY BE OBTAINED
 HU1800'FROM ONE OF THE FOLLOWING LOCATIONS.  MR. ROBERT JORDAN, DELEWARE
 HU1800'BOUNDARY COMMISION, DELEWARE GEOLOGICAL SURVEY, DELEWARE UNIVERSITY,
 HU1800'101 PENNY HALL, NEWARK, DELEWARE, 19711, TELEPHONE NUMBER
 HU1800'302-451-2833.  MR. KENNETH WEAVER, MARYLAND BOUNDARY COMMISION,
 HU1800'MARYLAND GEOLOGICAL SURVEY, THE ROTUNDA SUITE 440, BALTIMORE,
 HU1800'MARYLAND, 21211, TELEPHONE NUMBER 301-338-7084.  MARYLAND STATE
 HU1800'HIGHWAY ADMINISTRATION, SALISBURY DISTRICT ONE OFFICE, SALISBURY,
 HU1800'MARYLAND, TELEPHONE NUMBER 301-543-6715.
 HU1800'THE AZIMUTH MARK WAS POSITIONED AT THIS DATE, SEE DESCRIPTION THEREOF.
 HU1800'REFERENCE MARK TWO WAS FOUND IN GOOD CONDITION, HOWEVER A SHORTER
 HU1800'DISTANCE WAS NOTED TO IT.  THE HORIZONTAL ANGLE FROM THE AZIMUTH MARK
 HU1800'TO IT WAS WITHIN CLOSE AGREEMENT.
 HU1800'REFERENCE MARK THREE WAS FOUND BUT BEEN HIT AND DAMAGED.  IT IS NOW
 HU1800'SOLID AND IN FAIR CONDITION.  NO CHECK WAS ATTEMPED TO BE MADE TO IT.
 HU1800
 HU1800                          STATION RECOVERY (2006)
 HU1800
 HU1800'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU1800'STATION REMAINS PROTECTED IN PAVILLION ENCLOSED BY STEEL BARS. NO
 HU1800'SEARCH WAS MADE FOR REFERENCE MARKS.
 HU1800
 HU1800                          STATION RECOVERY (2016)
 HU1800
 HU1800'RECOVERY NOTE BY ARCHER-SHEE LAND SURVEYING 2016 (MRA)
 HU1800'THE STATION, REFERENCE MARK 2 RESET, REFERENCE MARK 4 AND AZIMUTH MARK
 HU1800'RESET WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 3 WAS
 HU1800'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4237 ***********************************************************************
 JU4237  DESIGNATION -  BOUNDARY MON 1+1/2 DE PA
 JU4237  PID         -  JU4237
 JU4237  STATE/COUNTY-  DE/NEW CASTLE
 JU4237  COUNTRY     -  US
 JU4237  USGS QUAD   -  NEWARK WEST (2016)
 JU4237
 JU4237                         *CURRENT SURVEY CONTROL
 JU4237  ______________________________________________________________________
 JU4237* NAD 83(1991) POSITION- 39 44 32.69584(N) 075 45 48.53152(W)   ADJUSTED
 JU4237* NAVD 88 ORTHO HEIGHT -    85.9   (meters)      282.    (feet) VERTCON3
 JU4237  ______________________________________________________________________
 JU4237  GEOID HEIGHT    -        -32.959 (meters)                     GEOID18
 JU4237  LAPLACE CORR    -          1.37  (seconds)                    DEFLEC18
 JU4237  HORZ ORDER      -  SECOND
 JU4237
 JU4237.The horizontal coordinates were established by classical geodetic methods
 JU4237.and adjusted by the National Geodetic Survey in January 1992.
 JU4237
 JU4237.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4237
 JU4237.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4237.GEOID18 height accuracy estimate available here.
 JU4237
 JU4237.Click photographs - Photos may exist for this station.
 JU4237
 JU4237.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4237
 JU4237. The following values were computed from the NAD 83(1991) position.
 JU4237
 JU4237;                    North         East     Units Scale Factor Converg.
 JU4237;SPC DE       -   193,487.403   170,273.324   MT  1.00000587   -0 13 18.2
 JU4237;SPC DE       -   634,799.92    558,638.40   sFT  1.00000587   -0 13 18.2
 JU4237;SPC MD       -   231,148.453   505,990.381   MT  1.00006425   +0 46 33.9
 JU4237;SPC MD       -   758,359.55  1,660,070.11   sFT  1.00006425   +0 46 33.9
 JU4237;SPC PA S     -    47,337.714   770,263.860   MT  1.00003534   +1 17 19.8
 JU4237;SPC PA S     -   155,307.15  2,527,107.35   sFT  1.00003534   +1 17 19.8
 JU4237;UTM  18      - 4,399,447.152   434,584.921   MT  0.99965268   -0 29 17.3
 JU4237
 JU4237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4237!SPC DE       -   0.99999170  x   1.00000587  =   0.99999757
 JU4237!SPC MD       -   0.99999170  x   1.00006425  =   1.00005595
 JU4237!SPC PA S     -   0.99999170  x   1.00003534  =   1.00002704
 JU4237!UTM  18      -   0.99999170  x   0.99965268  =   0.99964438
 JU4237
 JU4237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3458499447(NAD 83)
 JU4237
 JU4237                          SUPERSEDED SURVEY CONTROL
 JU4237
 JU4237  NAD 83(1986)-  39 44 32.68990(N)    075 45 48.53939(W) AD(       ) 2
 JU4237  USSD        -  39 44 32.70000(N)    075 45 49.59000(W) AD(       ) 3
 JU4237  NGVD 29 (11/15/91)   86.2    (m)          283.     (f) VERT ANG       
 JU4237
 JU4237.Superseded values are not recommended for survey control.
 JU4237
 JU4237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4237.See file dsdata.pdf to determine how the superseded data were derived.
 JU4237
 JU4237_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4237_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU4237_SP_SET: IRREGULAR CONCRETE MASS
 JU4237_STAMPING: DE PA 1 1/2 1991
 JU4237_MARK LOGO: NGS
 JU4237_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4237
 JU4237  HISTORY     - Date     Condition        Report By
 JU4237  HISTORY     - 1991     MONUMENTED       TWT
 JU4237
 JU4237                          STATION DESCRIPTION
 JU4237
 JU4237'DESCRIBED BY TWT CONS ENG 1991
 JU4237'LOCATED ON DELAWARE STATE PARK LANDS ADJOINING PRIVATE PROPERTY ABOUT
 JU4237'1.50 MILES FROM THE DELAWARE, MARYLAND AND PENNSYLVANIA BOUNDARY
 JU4237'CORNER AS MEASURED ALONG THE DELAWARE ARC AND ABOUT 2.0 MILES
 JU4237'SOUTHWEST OF HOCKESSIN.
 JU4237'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 7 AND VALLEY ROAD,
 JU4237'GO SOUTHWESTERLY ON VALLEY ROAD 0.50 MILES TO LITTLE BALTIMORE ROAD,
 JU4237'WESTERLY ON LITTLE BALTIMORE ROAD 0.80 MILES TO DOE RUN ROAD,
 JU4237'SOUTHWESTERLY ON DOE RUN ROAD 0.95 MILES TO BRANCH ROAD, SOUTHERLY ON
 JU4237'BRANCH ROAD 0.60 MILES TO CORNER KETCH ROAD, SOUTHWESTERLY ON CORNER
 JU4237'KETCH ROAD 0.95 MILES TO A PRIVATE DRIVE ON THE LEFT TO CRECENZO
 JU4237'RESIDENCE. PROCEED DOWN THE PRIVATE DRIVE TO THE END AT THE EDGE OF A
 JU4237'CULTIVATED FIELD. TRAVEL WESTERLY (ON FOOT IF CROP IS UNHARVESTED)
 JU4237'500.0 FEET, MORE OR LESS, TO CONTROL STATION STAMPED TRIG A 1986.
 JU4237'PROCEED SOUTHWARDLY, LEAVING THE CULTIVATED FIELD AND THROUGH THICK
 JU4237'FORESTED PARK LANDS, 726 FEET TO STATION AS DESCRIBED.
 JU4237'STATION MARK STAMPED DE PA 1 1/2 1991 IS A STANDARD BRASS NGS
 JU4237'HORIZONTAL CONTROL DISK SET ATOP AN IRREGULAR MASS OF POURED CONCRETE
 JU4237'3.3 FEET IN DEPTH. THE DISK IS LEVEL WITH THE GROUND SURFACE AND IS
 JU4237'WITNESSED BY A CARSONITE SURVEY MARKER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4241 ***********************************************************************
 JU4241  DESIGNATION -  BOUNDARY MON 13+1/2 DE PA
 JU4241  PID         -  JU4241
 JU4241  STATE/COUNTY-  DE/NEW CASTLE
 JU4241  COUNTRY     -  US
 JU4241  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU4241
 JU4241                         *CURRENT SURVEY CONTROL
 JU4241  ______________________________________________________________________
 JU4241* NAD 83(1991) POSITION- 39 50 17.90530(N) 075 35 13.85217(W)   ADJUSTED
 JU4241* NAVD 88 ORTHO HEIGHT -    56.2   (meters)      184.    (feet) VERTCON3
 JU4241  ______________________________________________________________________
 JU4241  GEOID HEIGHT    -        -32.917 (meters)                     GEOID18
 JU4241  LAPLACE CORR    -          1.34  (seconds)                    DEFLEC18
 JU4241  HORZ ORDER      -  SECOND
 JU4241
 JU4241.The horizontal coordinates were established by classical geodetic methods
 JU4241.and adjusted by the National Geodetic Survey in January 1992.
 JU4241
 JU4241.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4241
 JU4241.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4241.GEOID18 height accuracy estimate available here.
 JU4241
 JU4241.Click photographs - Photos may exist for this station.
 JU4241
 JU4241.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4241
 JU4241. The following values were computed from the NAD 83(1991) position.
 JU4241
 JU4241;                    North         East     Units Scale Factor Converg.
 JU4241;SPC DE       -   204,090.635   185,404.893   MT  0.99999762   -0 06 33.2
 JU4241;SPC DE       -   669,587.36    608,282.55   sFT  0.99999762   -0 06 33.2
 JU4241;SPC PA S     -    58,336.672   785,110.827   MT  1.00001622   +1 24 11.6
 JU4241;SPC PA S     -   191,392.90  2,575,817.77   sFT  1.00001622   +1 24 11.6
 JU4241;UTM  18      - 4,409,976.053   449,760.213   MT  0.99963107   -0 22 34.2
 JU4241
 JU4241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4241!SPC DE       -   0.99999635  x   0.99999762  =   0.99999397
 JU4241!SPC PA S     -   0.99999635  x   1.00001622  =   1.00001257
 JU4241!UTM  18      -   0.99999635  x   0.99963107  =   0.99962742
 JU4241
 JU4241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK4976009976(NAD 83)
 JU4241
 JU4241                          SUPERSEDED SURVEY CONTROL
 JU4241
 JU4241  NAD 83(1986)-  39 50 17.90061(N)    075 35 13.85906(W) AD(       ) 2
 JU4241  USSD        -  39 50 18.00000(N)    075 35 14.91000(W) AD(       ) 3
 JU4241  NGVD 29 (11/15/91)   56.5    (m)          185.     (f) VERT ANG       
 JU4241
 JU4241.Superseded values are not recommended for survey control.
 JU4241
 JU4241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4241.See file dsdata.pdf to determine how the superseded data were derived.
 JU4241
 JU4241_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4241_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU4241_SP_SET: IRREGULAR CONCRETE MASS
 JU4241_STAMPING: DE PA 13 1/2 1991
 JU4241_MARK LOGO: NGS
 JU4241_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4241
 JU4241  HISTORY     - Date     Condition        Report By
 JU4241  HISTORY     - 1991     MONUMENTED       TWT
 JU4241
 JU4241                          STATION DESCRIPTION
 JU4241
 JU4241'DESCRIBED BY TWT CONS ENG 1991
 JU4241'LOCATED ON PRIVATE PROPERTY BY A POND IN AN OPEN PASTURE AND ABOUT
 JU4241'13.5 MILES FROM THE DELAWARE, MARYLAND AND PENNSYLVANIA BOUNDARY
 JU4241'CORNER AS MEASURED ALONG THE DELAWARE ARC.
 JU4241'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 100 AND SMITHS
 JU4241'BRIDGE ROAD, GO NORTHEASTERLY ON SMITHS BRIDGE ROAD 0.50 MILES TO A
 JU4241'PRIVATE DRIVE ON THE LEFT OPPOSITE AN OLD STONE SILO ON THE RIGHT,
 JU4241'PROCEED NORTHWESTERLY ALONG THE PRIVATE DRIVE FOLLOWING ITS MEANDER
 JU4241'1.20 MILES TO AN OPEN PASTURE ON THE RIGHT, GO EASTERLY ACROSS THE
 JU4241'PASTURE TO THE SOUTHEAST EDGE OF AN IRRIGATION POND AND THE STATION
 JU4241'AS DESCRIBED.
 JU4241'STATION MARK STAMPED DE PA 13 1/2 1991 IS A STANDARD BRASS NGS
 JU4241'HORIZONTAL CONTROL MARK DISK SET ATOP AN IRREGULAR MASS OF POURED
 JU4241'CONCRETE 3.3 FEET IN DEPTH. THE DISK IS SET LEVEL WITH THE SURFACE,
 JU4241'MEASURED 21.0 FEET FROM THE EDGE OF THE POND, MEASURED 11.0 FEET FROM
 JU4241'A FLAGPOLE AND MEASURED SOUTHWESTERLY 138.0 FROM CONTROL STATION
 JU4241'STAMPED TRIG E 1986.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2031 ***********************************************************************
 HU2031  DESIGNATION -  BOUNDARY MON 14 DE MD=OAK GROVE
 HU2031  PID         -  HU2031
 HU2031  STATE/COUNTY-  DE/SUSSEX
 HU2031  COUNTRY     -  US
 HU2031  USGS QUAD   -  SEAFORD WEST (2016)
 HU2031
 HU2031                         *CURRENT SURVEY CONTROL
 HU2031  ______________________________________________________________________
 HU2031* NAD 83(1991) POSITION- 38 39 46.87272(N) 075 42 34.60560(W)   ADJUSTED
 HU2031* NAVD 88 ORTHO HEIGHT -    14.3   (meters)       47.    (feet) VERTCON3
 HU2031  ______________________________________________________________________
 HU2031  GEOID HEIGHT    -        -35.459 (meters)                     GEOID18
 HU2031  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC18
 HU2031  HORZ ORDER      -  SECOND
 HU2031
 HU2031.The horizontal coordinates were established by classical geodetic methods
 HU2031.and adjusted by the National Geodetic Survey in January 1992.
 HU2031
 HU2031.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2031
 HU2031.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2031.GEOID18 height accuracy estimate available here.
 HU2031
 HU2031.Click photographs - Photos may exist for this station.
 HU2031
 HU2031.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2031
 HU2031. The following values were computed from the NAD 83(1991) position.
 HU2031
 HU2031;                    North         East     Units Scale Factor Converg.
 HU2031;SPC DE       -    73,637.427   174,503.314   MT  1.00000300   -0 10 58.9
 HU2031;SPC DE       -   241,592.13    572,516.29   sFT  1.00000300   -0 10 58.9
 HU2031;SPC MD       -   111,392.845   512,301.289   MT  0.99995671   +0 48 35.6
 HU2031;SPC MD       -   365,461.36  1,680,775.15   sFT  0.99995671   +0 48 35.6
 HU2031;UTM  18      - 4,279,621.506   438,262.650   MT  0.99964694   -0 26 36.0
 HU2031
 HU2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2031!SPC DE       -   1.00000333  x   1.00000300  =   1.00000633
 HU2031!SPC MD       -   1.00000333  x   0.99995671  =   0.99996004
 HU2031!UTM  18      -   1.00000333  x   0.99964694  =   0.99965027
 HU2031
 HU2031:                Primary Azimuth Mark                     Grid Az
 HU2031:SPC DE       -  OAK GROVE AZ MK                          200 07 21.8
 HU2031:SPC MD       -  OAK GROVE AZ MK                          199 07 47.3
 HU2031:UTM  18      -  OAK GROVE AZ MK                          200 22 58.9
 HU2031
 HU2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3826279621(NAD 83)
 HU2031
 HU2031|---------------------------------------------------------------------|
 HU2031| PID    Reference Object                     Distance      Geod. Az  |
 HU2031|                                                           dddmmss.s |
 HU2031| DC8242 OAK GROVE RM 1                       73.247 METERS 03536     |
 HU2031| DC8243 OAK GROVE RM 2                       44.711 METERS 09221     |
 HU2031| HU2048 SEAFORD MUNICIPAL TANK              APPROX. 7.7 KM 1152024.5 |
 HU2031| HU2047 SEAFORD DUPONT NYLON PLANT STK      APPROX. 8.1 KM 1155934.5 |
 HU2031| HU2046 SEAFORD DUPONT NYLON PLANT TK       APPROX. 8.1 KM 1160152.1 |
 HU2031| DC8245 OAK GROVE RM 4                       42.223 METERS 14834     |
 HU2031| HU2050 WRIGHT AZ MK                        APPROX. 1.8 KM 1990558.9 |
 HU2031| DC8241 OAK GROVE AZ MK                                    1995622.9 |
 HU2031| DC8244 OAK GROVE RM 3 AZIMUTH                             2000123.4 |
 HU2031| HU2057 FEDERALSBURG CAROLINE FARMS TK      APPROX. 6.6 KM 2942852.5 |
 HU2031|---------------------------------------------------------------------|
 HU2031
 HU2031                          SUPERSEDED SURVEY CONTROL
 HU2031
 HU2031  NAD 83(1986)-  38 39 46.86672(N)    075 42 34.62357(W) AD(       ) 2
 HU2031  NAD 27      -  38 39 46.45370(N)    075 42 35.86200(W) AD(       ) 2
 HU2031  NGVD 29 (07/19/86)   14.5    (m)           48.     (f) VERT ANG       
 HU2031
 HU2031.Superseded values are not recommended for survey control.
 HU2031
 HU2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2031.See file dsdata.pdf to determine how the superseded data were derived.
 HU2031
 HU2031_MARKER: 71 = BOUNDARY MONUMENT
 HU2031
 HU2031  HISTORY     - Date     Condition        Report By
 HU2031  HISTORY     - 1934     FIRST OBSERVED   CGS
 HU2031  HISTORY     - 1962     GOOD             CGS
 HU2031
 HU2031                          STATION DESCRIPTION
 HU2031
 HU2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 HU2031'THE STATION IS A SQUARE SANDSTONE MONUMENT PROJECTING 24 INCHES
 HU2031'ABOVE GROUND, A CROSS CUT IN TOP MARKS THE STATION.  THIS
 HU2031'SECOND-ORDER STATION IS APPROXIMATELY 150 YARDS W OF CANNING
 HU2031'FACTORY, 54.3 FEET WNW OF A 40-INCH OAK TREE, 32.6 FEET NE OF
 HU2031'THE CENTER LINE OF THE MAIN RAILROAD TRACK, AND 2.05 FEET NE OF
 HU2031'A MARYLAND-DELAWARE BOUNDARY MARKER.  THE STATION MARKER HAS AN
 HU2031'M ON ITS W SIDE AND A P ON ITS E SIDE.
 HU2031'
 HU2031'THE MARYLAND-DELAWARE BOUNDARY MARKER IS THUS MARKED P B AND
 HU2031'W R R -- V.S. 3 - MARYLAND -- CAROLINE CO. ON THE W SIDE AND
 HU2031'P B AND W R R -- V.S. 1 -- DELAWARE -- SUSSEX CO. ON THE E
 HU2031'SIDE.  THE BOUNDARY MARKER PROJECTS ABOUT 4 FEET ABOVE GROUND.
 HU2031'
 HU2031'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE .
 HU2031'
 HU2031'REFERENCE MARK NO.1 IS 240.26 FEET NE OF THE STATION, AND 1 FOOT
 HU2031'W OF A CORNER FENCE POST.  THE MARK PROJECTS 6 INCHES ABOVE GROUND
 HU2031'AND IS STAMPED OAK GROVE NO.1 1934.  REFERENCE MARK NO.2 IS
 HU2031'146.69 FEET E OF THE STATION, 66.15 FEET SW OF A 12-INCH OAK
 HU2031'TREE, AND 3.67 FEET WNW OF THE NW CORNER OF A BRICK HOUSE
 HU2031'OCCUPIED BY EMPLOYEES OF A CANNING FACTORY.  THE MARK PROJECTS 6
 HU2031'INCHES ABOVE GROUND AND IS STAMPED OAK GROVE NO.2 1934.
 HU2031'REFERENCE MARK NO.3, AZIMUTH MARK, IS APPROXIMATELY 0.5 MILE SW
 HU2031'OF THE STATION, APPROXIMATELY 100 YARDS SE OF A WHITE 2-STORY
 HU2031'FRAME HOUSE, ABOUT 3 PACES S OF THE CENTER LINE OF THE DIRT
 HU2031'ROAD, AND 1 PACE E OF TELEPHONE POLE NO. 27.  THE MARK
 HU2031'PROJECTS 6 INCHES ABOVE GROUND AND IS STAMPED OAK GROVE 3
 HU2031'1934.
 HU2031'
 HU2031'TO REACH THE STATION FROM THE BRIDGE OVER THE NANTICOKE RIVER
 HU2031'ON U.S. HIGHWAY 13 AT SEAFORD GO N ON U.S. HIGHWAY 13 FOR ABOUT
 HU2031'0.5 MILE TO A Y-ROAD WHICH IS THE JUNCTION OF STATE HIGHWAY 20,
 HU2031'TURN LEFT (W) ON STATE HIGHWAY 20 FOR ABOUT 4.7 MILES TO A
 HU2031'T-ROAD N AND A PYROL GASOLINE SIGN IN THE NW ANGLE, TURN RIGHT
 HU2031'(N) ON A TAR ROAD FOR ABOUT 1.5 MILES TO A RAILROAD CROSSING,
 HU2031'TURN LEFT ON THE N SIDE OF THE CROSSING AND FOLLOW A DIRT ROAD
 HU2031'ALONG THE TRACK FOR ABOUT 0.2 MILE TO THE STATION.
 HU2031'
 HU2031'A 103-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 HU2031
 HU2031                          STATION RECOVERY (1962)
 HU2031
 HU2031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU2031'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3 WAS RECOVERED AS
 HU2031'DESCRIBED AND IN GOOD CONDITION.  A BUILDING IS NOW ON LINE TO
 HU2031'REFERENCE MARK 2 AND COULD NOT BE MEASURED TO BUT WAS OBSERVED
 HU2031'TO.  REFERENCE MARK 4 WAS ESTABLISHED.  IT IS LOCATED 2.7 FEET
 HU2031'NORTH OF A TELEPHONE POLE, 19.2 FEET SOUTHWEST OF THE APPROXIMATE
 HU2031'CENTER OF THE RAILROAD TRACKS AND 55.2 FEET SOUTHWEST OF THE
 HU2031'SOUTHWEST CORNER OF A CINDER BLOCK BUILDING.
 HU2031'
 HU2031'THE DESCRIPTION OF TO REACH THE STATION WAS ADEQUATE.
 HU2031'
 HU2031'THE MONUMENT IS A 12 X 12 INCH LIMESTONE MONUMENT MARKED WITH THE
 HU2031'LETTERS M AND P AND PROJECTS 24 INCHES ABOVE THE GROUND
 HU2031'SURFACE.  A CROSS MARK IS SCRIBED ON THE APEX OF THE MONUMENT AND
 HU2031'USED FOR TRIANGULATION STATION OAK GROVE 1934.  THE MONUMENT WAS
 HU2031'RECOVERED IN GOOD CONDITION.  IT IS LOCATED 2.05 FEET NORTHEAST
 HU2031'OF THE CAROLINE-SUSSEX COUNTY LINE MARKER, 32.6 FEET NORTHEAST
 HU2031'OF THE APPROXIMATE CENTER OF THE RAILROAD TRACKS, 54.3 FEET
 HU2031'WEST-NORTHWEST OF A 40-INCH OAK TREE, 150 YARDS WEST OF A
 HU2031'CANNING FACTORY, 2.0 MILES NORTH OF RELIANCE, 4-1/2 MILES
 HU2031'SOUTHEAST OF FEDERALSBURG, 5-3/4 MILES WEST-NORTHWEST OF
 HU2031'SEAFORD AND ON PROPERTY OWNED BY W AND R KIRWIN OF CAMBRIDGE,
 HU2031'MARYLAND.
 HU2031'
 HU2031'HEIGHT OF LIGHT ABOVE STATION MARK 33.43 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4242 ***********************************************************************
 JU4242  DESIGNATION -  BOUNDARY MON 20+1/2 DE PA
 JU4242  PID         -  JU4242
 JU4242  STATE/COUNTY-  DE/NEW CASTLE
 JU4242  COUNTRY     -  US
 JU4242  USGS QUAD   -  MARCUS HOOK (2019)
 JU4242
 JU4242                         *CURRENT SURVEY CONTROL
 JU4242  ______________________________________________________________________
 JU4242* NAD 83(1991) POSITION- 39 49 20.77003(N) 075 27 31.91978(W)   ADJUSTED
 JU4242* NAVD 88 ORTHO HEIGHT -    39.0   (meters)      128.    (feet) VERTCON3
 JU4242  ______________________________________________________________________
 JU4242  GEOID HEIGHT    -        -32.931 (meters)                     GEOID18
 JU4242  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 JU4242  HORZ ORDER      -  SECOND
 JU4242
 JU4242.The horizontal coordinates were established by classical geodetic methods
 JU4242.and adjusted by the National Geodetic Survey in January 1992.
 JU4242
 JU4242.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4242
 JU4242.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4242.GEOID18 height accuracy estimate available here.
 JU4242
 JU4242.Click photographs - Photos may exist for this station.
 JU4242
 JU4242.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4242
 JU4242. The following values were computed from the NAD 83(1991) position.
 JU4242
 JU4242;                    North         East     Units Scale Factor Converg.
 JU4242;SPC DE       -   202,315.414   196,387.086   MT  0.99999516   -0 01 37.3
 JU4242;SPC DE       -   663,763.15    644,313.30   sFT  0.99999516   -0 01 37.3
 JU4242;SPC NJ       -   110,240.841    67,914.501   MT  0.99998293   -0 36 50.8
 JU4242;SPC NJ       -   361,681.83    222,816.16   sFT  0.99998293   -0 36 50.8
 JU4242;SPC PA S     -    56,852.004   796,136.300   MT  1.00001919   +1 29 11.3
 JU4242;SPC PA S     -   186,521.95  2,611,990.51   sFT  1.00001919   +1 29 11.3
 JU4242;UTM  18      - 4,408,150.374   460,729.943   MT  0.99961898   -0 17 37.9
 JU4242
 JU4242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4242!SPC DE       -   0.99999905  x   0.99999516  =   0.99999421
 JU4242!SPC NJ       -   0.99999905  x   0.99998293  =   0.99998198
 JU4242!SPC PA S     -   0.99999905  x   1.00001919  =   1.00001824
 JU4242!UTM  18      -   0.99999905  x   0.99961898  =   0.99961803
 JU4242
 JU4242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6072908150(NAD 83)
 JU4242
 JU4242                          SUPERSEDED SURVEY CONTROL
 JU4242
 JU4242  NAD 83(1986)-  39 49 20.76508(N)    075 27 31.92684(W) AD(       ) 2
 JU4242  NGVD 29 (11/15/91)   39.3    (m)          129.     (f) VERT ANG       
 JU4242
 JU4242.Superseded values are not recommended for survey control.
 JU4242
 JU4242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4242.See file dsdata.pdf to determine how the superseded data were derived.
 JU4242
 JU4242_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4242_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU4242_SP_SET: IRREGULAR CONCRETE MASS
 JU4242_STAMPING: DE PA 20 1/2 1991
 JU4242_MARK LOGO: NGS
 JU4242_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4242+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU4242
 JU4242  HISTORY     - Date     Condition        Report By
 JU4242  HISTORY     - 1991     MONUMENTED       TWT
 JU4242  HISTORY     - 20060318 GOOD             USPSQD
 JU4242  HISTORY     - 20100925 GOOD             GEOCAC
 JU4242  HISTORY     - 20130711 GOOD             DELCOS
 JU4242
 JU4242                          STATION DESCRIPTION
 JU4242
 JU4242'DESCRIBED BY TWT CONS ENG 1991
 JU4242'LOCATED IN THE REAR OF THE SOCIETY HILL APARTMENT COMPLEX AND ABOUT
 JU4242'20.5 MILES FROM THE DELAWARE, MARYLAND AND PENNSYLVANIA BOUNDARY
 JU4242'CORNER AS MEASURED ALONG THE DELAWARE ARC.
 JU4242'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 92 (AKA NAAMANS
 JU4242'ROAD) AND THE ENTRANCE TO SOCIETY HILL APARTMENTS, GO NORTHEASTERLY
 JU4242'THROUGH THE COMPLEX TO THE REAR NORTHWEST CORNER OF THE COMPLEX AND
 JU4242'THE STATION AS DESCRIBED.
 JU4242'STATION MARK STAMPED DE PA 20 1/2 1991 IS A STANDARD BRASS NGS
 JU4242'HORIZONTAL CONTROL MARK DISK SET ATOP AN IRREGULAR MASS OF POURED
 JU4242'CONCRETE 3.3 FEET IN DEPTH. THE DISK IS SET LEVEL WITH THE SURFACE,
 JU4242'MEASURED 2.0 FEET NORTH OF THE COMPLEX CURB, MEASURED 18.0 FEET WEST
 JU4242'OF A CHAIN LINK FENCE CORNER AND MEASURED SOUTHEASTERLY 215.6 FEET
 JU4242'FROM CONTROL STATION STAMPED TRIG F 1986. THE STATION IS WITNESSED BY
 JU4242'A CARSONITE SURVEY MARKER.
 JU4242
 JU4242                          STATION RECOVERY (2006)
 JU4242
 JU4242'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 JU4242'RECOVERED IN GOOD CONDITION.
 JU4242
 JU4242                          STATION RECOVERY (2010)
 JU4242
 JU4242'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 JU4242'RECOVERED IN GOOD CONDITION.
 JU4242
 JU4242                          STATION RECOVERY (2013)
 JU4242
 JU4242'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4242'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1747 ***********************************************************************
 HU1747  DESIGNATION -  BOUNDARY MON 27 E W DE MD
 HU1747  PID         -  HU1747
 HU1747  STATE/COUNTY-  DE/SUSSEX
 HU1747  COUNTRY     -  US
 HU1747  USGS QUAD   -  DELMAR (2016)
 HU1747
 HU1747                         *CURRENT SURVEY CONTROL
 HU1747  ______________________________________________________________________
 HU1747* NAD 83(1991) POSITION- 38 27 19.36622(N) 075 32 59.50182(W)   NO CHECK
 HU1747* NAVD 88 ORTHO HEIGHT -    14.900 (meters)       48.88  (feet) ADJUSTED
 HU1747  ______________________________________________________________________
 HU1747  GEOID HEIGHT    -        -35.748 (meters)                     GEOID18
 HU1747  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 HU1747  DYNAMIC HEIGHT  -         14.891 (meters)       48.85  (feet) COMP
 HU1747  MODELED GRAVITY -    980,012.5   (mgal)                       NAVD 88
 HU1747
 HU1747  HORZ ORDER      -  THIRD
 HU1747  VERT ORDER      -  SECOND    CLASS I
 HU1747
 HU1747.The horizontal coordinates were established by classical geodetic methods
 HU1747.and adjusted by the National Geodetic Survey in January 1992.
 HU1747
 HU1747.No horizontal observational check was made to the station.
 HU1747
 HU1747.The orthometric height was determined by differential leveling and
 HU1747.adjusted by the NATIONAL GEODETIC SURVEY
 HU1747.in June 1991.
 HU1747
 HU1747.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1747.GEOID18 height accuracy estimate available here.
 HU1747
 HU1747.Click photographs - Photos may exist for this station.
 HU1747
 HU1747.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1747
 HU1747.The dynamic height is computed by dividing the NAVD 88
 HU1747.geopotential number by the normal gravity value computed on the
 HU1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1747.degrees latitude (g = 980.6199 gals.).
 HU1747
 HU1747.The modeled gravity was interpolated from observed gravity values.
 HU1747
 HU1747. The following values were computed from the NAD 83(1991) position.
 HU1747
 HU1747;                    North         East     Units Scale Factor Converg.
 HU1747;SPC DE       -    50,555.637   188,373.927   MT  0.99999666   -0 04 58.2
 HU1747;SPC DE       -   165,864.62    618,023.46   sFT  0.99999666   -0 04 58.2
 HU1747;SPC MD       -    88,555.645   526,569.299   MT  0.99997660   +0 54 36.6
 HU1747;SPC MD       -   290,536.31  1,727,586.11   sFT  0.99997660   +0 54 36.6
 HU1747;UTM  18      - 4,256,485.459   452,023.503   MT  0.99962835   -0 20 31.1
 HU1747
 HU1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1747!SPC DE       -   1.00000327  x   0.99999666  =   0.99999993
 HU1747!SPC MD       -   1.00000327  x   0.99997660  =   0.99997987
 HU1747!UTM  18      -   1.00000327  x   0.99962835  =   0.99963162
 HU1747
 HU1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5202356485(NAD 83)
 HU1747
 HU1747                          SUPERSEDED SURVEY CONTROL
 HU1747
 HU1747  NAD 83(1986)-  38 27 19.35834(N)    075 32 59.52585(W) AD(       ) 3
 HU1747  NAD 27      -  38 27 18.94276(N)    075 33 00.79640(W) AD(       ) 3
 HU1747  NGVD 29 (06/12/91)   15.153  (m)           49.71   (f) ADJUSTED    2 1
 HU1747  NGVD 29 (07/19/86)   15.5    (m)           51.     (f) VERT ANG       
 HU1747
 HU1747.Superseded values are not recommended for survey control.
 HU1747
 HU1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1747.See file dsdata.pdf to determine how the superseded data were derived.
 HU1747
 HU1747_MARKER: DU = BOUNDARY MARKER
 HU1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1747_STAMPING: E-W NO. 27 1981
 HU1747_MARK LOGO: MDDEBC
 HU1747_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1747+STABILITY: SURFACE MOTION
 HU1747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1747+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1989
 HU1747
 HU1747  HISTORY     - Date     Condition        Report By
 HU1747  HISTORY     - 1981     MONUMENTED       NGS
 HU1747  HISTORY     - 19891204 GOOD             NGS
 HU1747  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU1747
 HU1747                          STATION DESCRIPTION
 HU1747
 HU1747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HU1747'THE COMPUTED POSITION OF THIS MONUMENT WAS FOUND TO BE ON THE NORTH
 HU1747'SHOULDER OF STATE HIGHWAY 54.  THE STATES OF MARYLAND AND DELAWARE
 HU1747'AGREED THAT THE MONUMENT SHOULD BE PLACED ON THE SHOULDER OF THE ROAD
 HU1747'AND COVERED BY A STEEL MANHOLE.
 HU1747'THE MONUMENT IS LOCATED ABOUT 17 AIRLINE MILES WEST OF SELBYVILLE, 7
 HU1747'MILES (11.3 KM) NORTH OF SALISBURY AND 1-1/2 MILES EAST OF DELMAR.
 HU1747'IT IS ON STATE HIGHWAY 54 RIGHT-OF-WAY.
 HU1747'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY 13 AND STATE HIGHWAY
 HU1747'54 IN THE EAST PART OF DELMAR, GO EAST ON STATE HIGHWAY 54 FOR 0.45
 HU1747'MILE (0.72 KM) TO THE MONUMENT ON THE LEFT.
 HU1747'THE SURFACE MARK IS A STANDARD MARYLAND-DELAWARE BOUNDARY DISK STAMPED
 HU1747'E-W NO. 27 1981, SET IN THE TOP OF A 14-INCH SQUARE CONCRETE
 HU1747'MONUMENT, WHICH IS 17 INCHES BELOW THE SURFACE OF THE SHOULDER OF THE
 HU1747'ROAD.  THE SUB-SURFACE MARK IS A STANDARD NATIONAL GEODETIC SURVEY
 HU1747'TRIANGULATION STATION DISK, STAMPED E-W NO. 27 1981, SET IN THE TOP
 HU1747'OF AN 8-INCH MASS OF CONCRETE WHICH IS 4.5 FEET (1.4 M) BELOW THE
 HU1747'SURFACE OF THE SHOULDER OF THE ROAD.  THE MARK IS COVERED BY A
 HU1747'26-INCH ROUND SANITARY SEWER MANHOLE, 80.5 FEET (24.5 M) SOUTH OF THE
 HU1747'SOUTHEAST CORNER OF THE MAURICE F. ADKINS HOME, 51.5 FEET (15.7 M)
 HU1747'NORTHWEST OF A POWERLINE POLE NUMBERED 48295 96404 35, 51.1 FEET
 HU1747'(15.6 M) NORTHWEST OF A WITNESS POST, 14.2 FEET (4.3 M) NORTH OF THE
 HU1747'CENTER OF STATE HIGHWAY 54, AND 10.5 FEET (3.2 M) WEST OF THE CENTER
 HU1747'OF A DRIVE LEADING TO THE ADKINS HOME.
 HU1747
 HU1747                          STATION RECOVERY (1989)
 HU1747
 HU1747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HU1747'2.5 KM (1.55 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 HU1747'WITH THE CONRAIL RAILROAD IN DELMAR, 24.5 M (80.38 FT) SOUTH OF THE
 HU1747'SOUTHEAST CORNER OF ADKINS RESIDENCE, 4.3 M (14.11 FT) NORTH OF THE
 HU1747'CENTERLINE OF THE HIGHWAY, 3.2 M (10.50 FT) WEST OF THE CENTER OF A
 HU1747'DRIVEWAY, AND IN A CONCRETE MONUMENT THAT IS 0.5 M (1.64 FT) BELOW
 HU1747'THE HIGHWAY SURFACE.  NOTE--ACCESS TO THE MONUMENT IS THROUGH A
 HU1747'26-INCH MANHOLE COVER PRECAST -SANITARY SEWER-.
 HU1747
 HU1747                          STATION RECOVERY (2013)
 HU1747
 HU1747'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU1747'BELIEVED TO BE DESTROYED DURING ROAD WIDENING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1750 ***********************************************************************
 HU1750  DESIGNATION -  BOUNDARY MON 28 E W DE MD
 HU1750  PID         -  HU1750
 HU1750  STATE/COUNTY-  DE/SUSSEX
 HU1750  COUNTRY     -  US
 HU1750  USGS QUAD   -  DELMAR (2016)
 HU1750
 HU1750                         *CURRENT SURVEY CONTROL
 HU1750  ______________________________________________________________________
 HU1750* NAD 83(1991) POSITION- 38 27 21.48331(N) 075 34 18.67363(W)   NO CHECK
 HU1750* NAVD 88 ORTHO HEIGHT -    14.970 (meters)       49.11  (feet) ADJUSTED
 HU1750  ______________________________________________________________________
 HU1750  GEOID HEIGHT    -        -35.735 (meters)                     GEOID18
 HU1750  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 HU1750  DYNAMIC HEIGHT  -         14.960 (meters)       49.08  (feet) COMP
 HU1750  MODELED GRAVITY -    980,012.6   (mgal)                       NAVD 88
 HU1750
 HU1750  HORZ ORDER      -  THIRD
 HU1750  VERT ORDER      -  SECOND    CLASS I
 HU1750
 HU1750.The horizontal coordinates were established by classical geodetic methods
 HU1750.and adjusted by the National Geodetic Survey in January 1992.
 HU1750
 HU1750.No horizontal observational check was made to the station.
 HU1750
 HU1750.The orthometric height was determined by differential leveling and
 HU1750.adjusted by the NATIONAL GEODETIC SURVEY
 HU1750.in June 1991.
 HU1750
 HU1750.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1750.GEOID18 height accuracy estimate available here.
 HU1750
 HU1750.Click photographs - Photos may exist for this station.
 HU1750
 HU1750.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1750
 HU1750.The dynamic height is computed by dividing the NAVD 88
 HU1750.geopotential number by the normal gravity value computed on the
 HU1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1750.degrees latitude (g = 980.6199 gals.).
 HU1750
 HU1750.The modeled gravity was interpolated from observed gravity values.
 HU1750
 HU1750. The following values were computed from the NAD 83(1991) position.
 HU1750
 HU1750;                    North         East     Units Scale Factor Converg.
 HU1750;SPC DE       -    50,623.921   186,454.425   MT  0.99999726   -0 05 47.4
 HU1750;SPC DE       -   166,088.65    611,725.89   sFT  0.99999726   -0 05 47.4
 HU1750;SPC MD       -    88,590.655   524,648.941   MT  0.99997653   +0 53 46.9
 HU1750;SPC MD       -   290,651.17  1,721,285.73   sFT  0.99997653   +0 53 46.9
 HU1750;UTM  18      - 4,256,562.396   450,105.034   MT  0.99963066   -0 21 20.3
 HU1750
 HU1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1750!SPC DE       -   1.00000326  x   0.99999726  =   1.00000052
 HU1750!SPC MD       -   1.00000326  x   0.99997653  =   0.99997979
 HU1750!UTM  18      -   1.00000326  x   0.99963066  =   0.99963392
 HU1750
 HU1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5010556562(NAD 83)
 HU1750
 HU1750                          SUPERSEDED SURVEY CONTROL
 HU1750
 HU1750  NAD 83(1986)-  38 27 21.47614(N)    075 34 18.69719(W) AD(       ) 3
 HU1750  NAD 27      -  38 27 21.06031(N)    075 34 19.96432(W) AD(       ) 3
 HU1750  NGVD 29 (06/12/91)   15.223  (m)           49.94   (f) ADJUSTED    2 1
 HU1750  NGVD 29 (07/19/86)   15.4    (m)           51.     (f) VERT ANG       
 HU1750
 HU1750.Superseded values are not recommended for survey control.
 HU1750
 HU1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1750.See file dsdata.pdf to determine how the superseded data were derived.
 HU1750
 HU1750_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1750_STAMPING: E-W NO. 28 1981
 HU1750_MARK LOGO: MDDEBC
 HU1750_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1750+STABILITY: SURFACE MOTION
 HU1750_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1750+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1989
 HU1750
 HU1750  HISTORY     - Date     Condition        Report By
 HU1750  HISTORY     - 1981     MONUMENTED       NGS
 HU1750  HISTORY     - 19891204 GOOD             NGS
 HU1750  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU1750
 HU1750                          STATION DESCRIPTION
 HU1750
 HU1750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HU1750'THE COMPUTED POSITION OF THIS BOUNDARY MONUMENT WAS FOUND TO BE IN THE
 HU1750'CENTER OF STATE HIGHWAY 54.  THE STATES OF MARYLAND AND DELAWARE
 HU1750'AGREED THAT THE MONUMENT SHOULD BE PLACED UNDER THE ROAD AND COVERED
 HU1750'WITH A MANHOLE.
 HU1750'THE MONUMENT IS LOCATED ABOUT 18 MILES (29.0 KM) WEST OF SELBYVILLE, 7
 HU1750'MILES (11.3 KM) NORTH OF SALISBURY, AND 1/2 MILE EAST OF THE CENTER
 HU1750'OF DELMAR.  IT IS ON STATE HIGHWAY 54 RIGHT-OF-WAY, AND JUST SOUTH OF
 HU1750'THE TOWN PARK.
 HU1750'TO REACH FROM A POINT WHERE STATE HIGHWAY 54 CROSSES A RAILROAD IN
 HU1750'DELMAR, GO EAST ON STATE HIGHWAY 54 FOR 0.45 MILE (0.72 KM) TO THE
 HU1750'MARKER IN THE CENTER OF THE ROAD.
 HU1750'THE SURFACE MARK IS A STANDARD MARYLAND-DELAWARE BOUNDARY DISK STAMPED
 HU1750'E-W NO. 28 1981, SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE
 HU1750'MONUMENT WHICH IS 1.1 FEET (0.3 M) BELOW THE ROAD SURFACE.  THE
 HU1750'SUB-SURFACE MARK IS A NATIONAL GEODETIC SURVEY HORIZONTAL CONTROL
 HU1750'STATION DISK STAMPED E-W NO. 28 1981, SET IN THE TOP OF A 12-INCH
 HU1750'SQUARE CONCRETE POST WHICH IS 6 INCHES THICK AND 3.6 FEET (1.1 M)
 HU1750'BELOW THE SURFACE OF THE ROAD.  THE MARKS ARE COVERED BY A 24-INCH
 HU1750'ROUND MARYLAND STATE HIGHWAY ADMINISTRATION MANHOLE INSCRIBED -SHA-,
 HU1750'51.7 FEET (15.8 M) SOUTH-SOUTHEAST OF A GRANITE MONUMENT MARKING THE
 HU1750'TOWN PARK, 42.1 FEET (12.8 M) NORTH OF THE NORTHEAST CORNER OF HOUSE
 HU1750'NUMBER 416, 21.8 FEET (6.6 M) SOUTH OF A 16 INCH PINE TREE, 17.9 FEET
 HU1750'(5.5 M) NORTH-NORTHWEST OF A POWERLINE POLE NUMBERED 47661 96434, AND
 HU1750'2.3 FEET (0.7 M) NORTH OF THE CENTER LINE OF STATE HIGHWAY 54.
 HU1750
 HU1750                          STATION RECOVERY (1989)
 HU1750
 HU1750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HU1750'0.5 KM (0.31 MI) EASTERLY ALONG STATE HIGHWAY 54 (STATE STREET) FROM
 HU1750'ITS JUNCTION WITH THE CONRAIL RAILROAD IN DELMAR, 15.8 M (51.84 FT)
 HU1750'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A VETERANS MEMORIAL
 HU1750'MONUMENT IN THE CITY PARK, 12.8 M (41.99 FT) NORTH OF THE NORTHEAST
 HU1750'CORNER OF A HOUSE AT 416 STATE STREET, 5.5 M (18.04 FT)
 HU1750'NORTH-NORTHWEST OF UTILITY POLE NUMBER 47661 96434, 0.7 M (2.30 FT)
 HU1750'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND IN A CONCRETE MONUMENT
 HU1750'THAT IS 0.4 M (1.31 FT) BELOW THE HIGHWAY SURFACE.  NOTE--ACCESS TO
 HU1750'THE MONUMENT IS THROUGH A 24-INCH MANHOLE COVER INSCRIBED -SHA-.
 HU1750
 HU1750                          STATION RECOVERY (2013)
 HU1750
 HU1750'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU1750'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1748 ***********************************************************************
 HU1748  DESIGNATION -  BOUNDARY MON 29 E W DE MD
 HU1748  PID         -  HU1748
 HU1748  STATE/COUNTY-  DE/SUSSEX
 HU1748  COUNTRY     -  US
 HU1748  USGS QUAD   -  DELMAR (2016)
 HU1748
 HU1748                         *CURRENT SURVEY CONTROL
 HU1748  ______________________________________________________________________
 HU1748* NAD 83(2011) POSITION- 38 27 22.60250(N) 075 35 00.81589(W)   ADJUSTED
 HU1748* NAD 83(2011) ELLIP HT-   -20.870 (meters)        (12/20/17)   ADJUSTED
 HU1748* NAD 83(2011) EPOCH   -  2010.00
 HU1748* NAVD 88 ORTHO HEIGHT -    14.859 (meters)       48.75  (feet) ADJUSTED
 HU1748  ______________________________________________________________________
 HU1748  GEOID HEIGHT    -        -35.728 (meters)                     GEOID18
 HU1748  NAD 83(2011) X  -  1,245,106.072 (meters)                     COMP
 HU1748  NAD 83(2011) Y  - -4,843,597.854 (meters)                     COMP
 HU1748  NAD 83(2011) Z  -  3,945,217.005 (meters)                     COMP
 HU1748  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 HU1748  DYNAMIC HEIGHT  -         14.850 (meters)       48.72  (feet) COMP
 HU1748  MODELED GRAVITY -    980,012.7   (mgal)                       NAVD 88
 HU1748
 HU1748  VERT ORDER      -  SECOND    CLASS I
 HU1748
 HU1748  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU1748  Standards:
 HU1748         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU1748            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU1748  -------------------------------------------------------------------
 HU1748  NETWORK    0.96   1.00           0.44   0.33   0.51      0.05296757
 HU1748  -------------------------------------------------------------------
 HU1748  Click here for local accuracies and other accuracy information.
 HU1748
 HU1748.The horizontal coordinates were established by GPS observations
 HU1748.and adjusted by the MASER CONSULTING in December 2017.
 HU1748
 HU1748.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU1748.been affixed to the stable North American tectonic plate. See 
 HU1748.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU1748
 HU1748.The horizontal coordinates are valid at the epoch date displayed above
 HU1748.which is a decimal equivalence of Year/Month/Day.
 HU1748
 HU1748.The orthometric height was determined by differential leveling and
 HU1748.adjusted by the NATIONAL GEODETIC SURVEY
 HU1748.in June 1991.
 HU1748
 HU1748.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1748.GEOID18 height accuracy estimate available here.
 HU1748
 HU1748.Click photographs - Photos may exist for this station.
 HU1748
 HU1748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU1748
 HU1748.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1748
 HU1748.The ellipsoidal height was determined by GPS observations
 HU1748.and is referenced to NAD 83.
 HU1748
 HU1748.The dynamic height is computed by dividing the NAVD 88
 HU1748.geopotential number by the normal gravity value computed on the
 HU1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1748.degrees latitude (g = 980.6199 gals.).
 HU1748
 HU1748.The modeled gravity was interpolated from observed gravity values.
 HU1748
 HU1748. The following values were computed from the NAD 83(2011) position.
 HU1748
 HU1748;                    North         East     Units Scale Factor Converg.
 HU1748;SPC DE       -    50,660.217   185,432.707   MT  0.99999761   -0 06 13.7
 HU1748;SPC DE       -   166,207.73    608,373.81   sFT  0.99999761   -0 06 13.7
 HU1748;SPC MD       -    88,609.241   523,626.769   MT  0.99997649   +0 53 20.4
 HU1748;SPC MD       -   290,712.15  1,717,932.16   sFT  0.99997649   +0 53 20.4
 HU1748;UTM  18      - 4,256,603.297   449,083.866   MT  0.99963193   -0 21 46.6
 HU1748
 HU1748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1748!SPC DE       -   1.00000327  x   0.99999761  =   1.00000088
 HU1748!SPC MD       -   1.00000327  x   0.99997649  =   0.99997976
 HU1748!UTM  18      -   1.00000327  x   0.99963193  =   0.99963520
 HU1748
 HU1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4908356603(NAD 83)
 HU1748
 HU1748                          SUPERSEDED SURVEY CONTROL
 HU1748
 HU1748  NAD 83(1991)-  38 27 22.60415(N)    075 35 00.81589(W) AD(       ) 3
 HU1748  NAD 83(1986)-  38 27 22.59712(N)    075 35 00.83883(W) AD(       ) 3
 HU1748  NAD 27      -  38 27 22.18156(N)    075 35 02.10448(W) AD(       ) 3
 HU1748  NGVD 29 (06/12/91)   15.109  (m)           49.57   (f) ADJUSTED    2 1
 HU1748  NGVD 29 (07/19/86)   15.2    (m)           50.     (f) VERT ANG       
 HU1748
 HU1748.Superseded values are not recommended for survey control.
 HU1748
 HU1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1748.See file dsdata.pdf to determine how the superseded data were derived.
 HU1748
 HU1748_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1748_STAMPING: E-W NO. 29 1981
 HU1748_MARK LOGO: MDDEBC
 HU1748_PROJECTION: RECESSED 6 CENTIMETERS
 HU1748_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1748+STABILITY: SURFACE MOTION
 HU1748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1748+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2021
 HU1748
 HU1748  HISTORY     - Date     Condition        Report By
 HU1748  HISTORY     - 1981     MONUMENTED       NGS
 HU1748  HISTORY     - 19891204 GOOD             NGS
 HU1748  HISTORY     - 20090323 GOOD             GEOCAC
 HU1748  HISTORY     - 20130614 GOOD             DELCOS
 HU1748  HISTORY     - 20210803 GOOD             BASE9
 HU1748
 HU1748                          STATION DESCRIPTION
 HU1748
 HU1748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HU1748'THE MONUMENT IS LOCATED ABOUT 7-1/4 MILES NORTH-NORTHWEST OF
 HU1748'SALISBURY, AND 1/4 MILE WEST OF DELMAR.
 HU1748'TO REACH FROM A POINT WHERE A RAILROAD CROSSES STATE HIGHWAY 54 IN
 HU1748'DELMAR, GO WEST ON STATE HIGHWAY 54 FOR 0.2 MILE (0.3 KM) TO A FORK.
 HU1748'KEEP LEFT AND GO WEST ON WALLER ROAD FOR 0.05 MILE (0.08 KM) TO THE
 HU1748'MARKER ON THE RIGHT, BEHIND A LIQUOR STORE.
 HU1748'THE SURFACE MARK IS A STANDARD MARYLAND-DELAWARE BOUNDARY DISK STAMPED
 HU1748'E-W NO. 29 1981, SET IN THE TOP OF A 14-INCH ROUND CONCRETE MONUMENT
 HU1748'WHICH IS FLUSH WITH THE SURFACE.  THE SUB-SURFACE MARK IS A STANDARD
 HU1748'NATIONAL GEODETIC SURVEY HORIZONTAL CONTROL STATION DISK STAMPED E-W
 HU1748'NO. 29 1981, SET IN THE TOP OF AN 8-INCH MASS OF CONCRETE WHICH IS
 HU1748'3.4 FEET (1.0 M) BELOW THE SURFACE.  THE MONUMENT IS 106 FEET
 HU1748'(32.3 M) SOUTH OF THE CENTER OF STATE HIGHWAY 54, 41.1 FEET (12.5 M)
 HU1748'SOUTH OF THE NORTHWEST CORNER OF THE LIQUOR STORE, 32.5 FEET (9.9 M)
 HU1748'NORTH OF THE CENTER OF WALLER ROAD, 21.4 FEET (6.5 M) WEST OF THE
 HU1748'SOUTHWEST CORNER OF THE LIQUORE STORE, 18.5 FEET (5.6 M) NORTHEAST OF
 HU1748'THE NORTH END OF A 16-INCH CULVERT, AND 15.8 FEET (4.8 M)
 HU1748'EAST-SOUTHEAST OF A POWELINE POLE NUMBERED 47328 96450.
 HU1748
 HU1748                          STATION RECOVERY (1989)
 HU1748
 HU1748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HU1748'0.5 KM (0.31 MI) WESTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 HU1748'WITH THE CONRAIL RAILROAD IN DELMAR, 32.3 M (105.97 FT) SOUTH OF THE
 HU1748'CENTERLINE OF THE HIGHWAY, 9.9 M (32.48 FT) NORTH OF THE CENTER OF
 HU1748'WALLER ROAD, 6.5 M (21.33 FT) WEST OF THE SOUTHWEST CORNER OF A
 HU1748'CONCRETE BLOCK BUILDING, 5.6 M (18.37 FT) NORTHEAST OF THE NORTH END
 HU1748'OF A 16-INCH PIPE CULVERT, 4.8 M (15.75 FT) EAST-SOUTHEAST OF UTILITY
 HU1748'POLE NUMBER 47325 96450, LEVEL WITH THE HIGHWAY, AND IN A CONCRETE
 HU1748'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 HU1748
 HU1748                          STATION RECOVERY (2009)
 HU1748
 HU1748'RECOVERY NOTE BY GEOCACHING 2009 (DPB)
 HU1748'RECOVERED IN GOOD CONDITION.
 HU1748
 HU1748                          STATION RECOVERY (2013)
 HU1748
 HU1748'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU1748'POLE NUMBER 47325 96450 PREVIOUSLY DESCRIBED HAS BEEN REMOVED.
 HU1748'WOODEN FENCE IN PLACE THAT JUTS TOWARDS PARKING LOT.
 HU1748'MONUMENT JUST EAST OF WHITE METAL WITNESS POST.
 HU1748
 HU1748                          STATION RECOVERY (2021)
 HU1748
 HU1748'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2021 (DRD)
 HU1748'THE LIQUOR STORE NOTED IN THE 1981 DESCRIPTION IS GONE.  THE AREA
 HU1748'AROUND THE MARK IS NOW THE PARKING LOT FOR THE OLD MILLING CRAB HOUSE.
 HU1748'MARK IS RECESSED 0.06 M (0.2 FT) AND IS 0.28 M (0.9 FT) WEST OF A
 HU1748'METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4238 ***********************************************************************
 JU4238  DESIGNATION -  BOUNDARY MON 3 DE PA
 JU4238  PID         -  JU4238
 JU4238  STATE/COUNTY-  DE/NEW CASTLE
 JU4238  COUNTRY     -  US
 JU4238  USGS QUAD   -  KENNETT SQUARE (2019)
 JU4238
 JU4238                         *CURRENT SURVEY CONTROL
 JU4238  ______________________________________________________________________
 JU4238* NAD 83(1991) POSITION- 39 45 41.15831(N) 075 44 59.54130(W)   ADJUSTED
 JU4238* NAVD 88 ORTHO HEIGHT -    86.9   (meters)      285.    (feet) VERTCON3
 JU4238  ______________________________________________________________________
 JU4238  GEOID HEIGHT    -        -32.952 (meters)                     GEOID18
 JU4238  LAPLACE CORR    -          1.85  (seconds)                    DEFLEC18
 JU4238  HORZ ORDER      -  SECOND
 JU4238
 JU4238.The horizontal coordinates were established by classical geodetic methods
 JU4238.and adjusted by the National Geodetic Survey in January 1992.
 JU4238
 JU4238.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4238
 JU4238.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4238.GEOID18 height accuracy estimate available here.
 JU4238
 JU4238.Click photographs - Photos may exist for this station.
 JU4238
 JU4238.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4238
 JU4238. The following values were computed from the NAD 83(1991) position.
 JU4238
 JU4238;                    North         East     Units Scale Factor Converg.
 JU4238;SPC DE       -   195,594.467   171,447.602   MT  1.00000503   -0 12 47.2
 JU4238;SPC DE       -   641,712.85    562,491.01   sFT  1.00000503   -0 12 47.2
 JU4238;SPC MD       -   233,275.777   507,127.859   MT  1.00006934   +0 47 04.6
 JU4238;SPC MD       -   765,338.95  1,663,801.98   sFT  1.00006934   +0 47 04.6
 JU4238;SPC PA S     -    49,475.064   771,382.212   MT  1.00003133   +1 17 51.6
 JU4238;SPC PA S     -   162,319.44  2,530,776.47   sFT  1.00003133   +1 17 51.6
 JU4238;UTM  18      - 4,401,547.990   435,768.567   MT  0.99965079   -0 28 46.7
 JU4238
 JU4238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4238!SPC DE       -   0.99999154  x   1.00000503  =   0.99999657
 JU4238!SPC MD       -   0.99999154  x   1.00006934  =   1.00006088
 JU4238!SPC PA S     -   0.99999154  x   1.00003133  =   1.00002287
 JU4238!UTM  18      -   0.99999154  x   0.99965079  =   0.99964233
 JU4238
 JU4238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK3576801547(NAD 83)
 JU4238
 JU4238                          SUPERSEDED SURVEY CONTROL
 JU4238
 JU4238  NAD 83(1986)-  39 45 41.15268(N)    075 44 59.54920(W) AD(       ) 2
 JU4238  USSD        -  39 45 41.16000(N)    075 45 00.60000(W) AD(       ) 3
 JU4238  NGVD 29 (11/15/91)   87.2    (m)          286.     (f) VERT ANG       
 JU4238
 JU4238.Superseded values are not recommended for survey control.
 JU4238
 JU4238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4238.See file dsdata.pdf to determine how the superseded data were derived.
 JU4238
 JU4238_MARKER: V = STONE MONUMENT
 JU4238_SETTING: 0 = UNSPECIFIED SETTING
 JU4238_STAMPING: DE / PA  3
 JU4238_MARK LOGO: TWT
 JU4238_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4238+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU4238
 JU4238  HISTORY     - Date     Condition        Report By
 JU4238  HISTORY     - 1991     MONUMENTED       TWT
 JU4238  HISTORY     - 20030308 GOOD             USPSQD
 JU4238  HISTORY     - 20130711 GOOD             DELCOS
 JU4238
 JU4238                          STATION DESCRIPTION
 JU4238
 JU4238'DESCRIBED BY TWT CONS ENG 1991
 JU4238'LOCATED IN THE FRONT YARD OF HOUSE ADDRESS 19, EVANS DRIVE (1991
 JU4238'OWNERS BEING MR. AND MRS. BLACKBURN) IN THE MERESTONE DEVELOPMENT AND
 JU4238'ABOUT 3.0 MILES FROM THE DELAWARE, MARYLAND AND PENNSYLVANIA BOUNDARY
 JU4238'CORNER AS MEASURED ALONG THE DELAWARE ARC AND ABOUT 1.0 MILE
 JU4238'SOUTHWEST OF HOCKESSIN.
 JU4238'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 7 AND VALLEY ROAD,
 JU4238'GO SOUTHWESTERLY ON VALLEY ROAD 0.50 MILES TO LITTLE BALTIMORE ROAD,
 JU4238'WESTERLY ON LITTLE BALTIMORE ROAD 0.80 MILES TO DOE RUN ROAD,
 JU4238'SOUTHWESTERLY ON DOE RUN ROAD 0.60 MILES TO YEATSMAN MILL ROAD,
 JU4238'WESTERLY ON YEATSMAN MILL ROAD 0.35 MILES TO EVANS DRIVE, SOUTHERLY
 JU4238'ON EVANS DRIVE 0.10 MILES TO STATION ON LEFT AS DESCRIBED.
 JU4238'STATION IS THE ORIGINAL STONE MONUMENT FOUND DISTURBED AND RESET IN
 JU4238'ITS ORIGINAL POSITION AS DIRECTED BY THE DELAWARE STATE BOUNDARY
 JU4238'COMMISSION. THE MONUMENT IS APPROXIMATELY 8.0 FEET IN LENGTH WITH THE
 JU4238'TOP 1.5 FEET ABOVE THE GROUND. IT IS SITUATED IN THE FRONT YARD OF
 JU4238'HOUSE ADDRESS 19 AND IS INSCRIBED WITH THE DELAWARE ARC AND THE THREE
 JU4238'MILE INTERSECTION ON ITS TOP, THE INITIALS DE AND PA FACING THEIR
 JU4238'RESPECTIVE STATES ON THE SIDES AND THE MILE MARK 3 AND THE YEAR 1892
 JU4238'ON THE REMAINING SIDES.
 JU4238
 JU4238                          STATION RECOVERY (2003)
 JU4238
 JU4238'RECOVERY NOTE BY US POWER SQUADRON 2003 (DG)
 JU4238'RECOVERED IN GOOD CONDITION.
 JU4238
 JU4238                          STATION RECOVERY (2013)
 JU4238
 JU4238'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4238'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4239 ***********************************************************************
 JU4239  DESIGNATION -  BOUNDARY MON 3+1/2 DE PA
 JU4239  PID         -  JU4239
 JU4239  STATE/COUNTY-  DE/NEW CASTLE
 JU4239  COUNTRY     -  US
 JU4239  USGS QUAD   -  KENNETT SQUARE (2019)
 JU4239
 JU4239                         *CURRENT SURVEY CONTROL
 JU4239  ______________________________________________________________________
 JU4239* NAD 83(1991) POSITION- 39 46 02.81580(N) 075 44 40.71210(W)   ADJUSTED
 JU4239* NAVD 88 ORTHO HEIGHT -   101.3   (meters)      332.    (feet) VERTCON3
 JU4239  ______________________________________________________________________
 JU4239  GEOID HEIGHT    -        -32.951 (meters)                     GEOID18
 JU4239  LAPLACE CORR    -          1.83  (seconds)                    DEFLEC18
 JU4239  HORZ ORDER      -  SECOND
 JU4239
 JU4239.The horizontal coordinates were established by classical geodetic methods
 JU4239.and adjusted by the National Geodetic Survey in January 1992.
 JU4239
 JU4239.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4239
 JU4239.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4239.GEOID18 height accuracy estimate available here.
 JU4239
 JU4239.Click photographs - Photos may exist for this station.
 JU4239
 JU4239.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4239
 JU4239. The following values were computed from the NAD 83(1991) position.
 JU4239
 JU4239;                    North         East     Units Scale Factor Converg.
 JU4239;SPC DE       -   196,260.766   171,898.235   MT  1.00000472   -0 12 35.3
 JU4239;SPC DE       -   643,898.86    563,969.46   sFT  1.00000472   -0 12 35.3
 JU4239;SPC MD       -   233,949.865   507,566.851   MT  1.00007097   +0 47 16.5
 JU4239;SPC MD       -   767,550.52  1,665,242.24   sFT  1.00007097   +0 47 16.5
 JU4239;SPC PA S     -    50,153.030   771,815.133   MT  1.00003008   +1 18 03.8
 JU4239;SPC PA S     -   164,543.73  2,532,196.82   sFT  1.00003008   +1 18 03.8
 JU4239;UTM  18      - 4,402,211.949   436,222.134   MT  0.99965008   -0 28 34.8
 JU4239
 JU4239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4239!SPC DE       -   0.99998927  x   1.00000472  =   0.99999399
 JU4239!SPC MD       -   0.99998927  x   1.00007097  =   1.00006024
 JU4239!SPC PA S     -   0.99998927  x   1.00003008  =   1.00001935
 JU4239!UTM  18      -   0.99998927  x   0.99965008  =   0.99963935
 JU4239
 JU4239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK3622202211(NAD 83)
 JU4239
 JU4239                          SUPERSEDED SURVEY CONTROL
 JU4239
 JU4239  NAD 83(1986)-  39 46 02.81012(N)    075 44 40.72021(W) AD(       ) 2
 JU4239  USSD        -  39 46 02.83000(N)    075 44 41.77000(W) AD(       ) 3
 JU4239  NGVD 29 (11/15/91)  101.7    (m)          334.     (f) VERT ANG       
 JU4239
 JU4239.Superseded values are not recommended for survey control.
 JU4239
 JU4239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4239.See file dsdata.pdf to determine how the superseded data were derived.
 JU4239
 JU4239_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4239_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU4239_SP_SET: IRREGULAR CONCRETE MASS
 JU4239_STAMPING: DE PA 3 1/2 1991
 JU4239_MARK LOGO: NGS
 JU4239_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4239+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003
 JU4239
 JU4239  HISTORY     - Date     Condition        Report By
 JU4239  HISTORY     - 1991     MONUMENTED       TWT
 JU4239  HISTORY     - 20011203 GOOD             NGS
 JU4239  HISTORY     - 20030308 GOOD             USPSQD
 JU4239
 JU4239                          STATION DESCRIPTION
 JU4239
 JU4239'DESCRIBED BY TWT CONS ENG 1991
 JU4239'LOCATED IN THE BACK YARD OF PRIVATE PROPERTY AT 1113 KELLY DRIVE (1991
 JU4239'OWNER BEING MR. JOSEPH E. SHERIDAN) AND ABOUT 3.5 MILES FROM THE
 JU4239'DELAWARE, MARYLAND AND PENNSYLVANIA BOUNDARY CORNER AS MEASURED ALONG
 JU4239'THE DELAWARE ARC AND ABOUT 1.0 MILES SOUTHWEST OF HOCKESSIN.
 JU4239'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 7 AND VALLEY ROAD,
 JU4239'GO SOUTHWESTERLY ON VALLEY ROAD 0.50 MILES TO LITTLE BALTIMORE ROAD,
 JU4239'WESTERLY ON LITTLE BALTIMORE ROAD 0.80 MILES TO DOE RUN ROAD,
 JU4239'SOUTHWESTERLY ON DOE RUN ROAD 0.60 MILES TO YEATSMAN MILL ROAD,
 JU4239'WESTERLY ON YEATSMAN MILL ROAD 0.20 MILES TO DELPA DRIVE, NORTHERLY
 JU4239'ON DELPA DRIVE 0.25 MILES TO CONTROL MARK TRIG C ON RIGHT, EASTERLY
 JU4239'FROM CONTROL MARK 406.0 FEET TO STATION AS DESCRIBED.
 JU4239'STATION MARK STAMPED DE PA 3 1/2 1991 IS A STANDARD BRASS NGS
 JU4239'HORIZONTAL CONTROL MARK DISK SET ATOP OF AN IRREGULAR MASS OF POURED
 JU4239'CONCRETE 3.3 FEET IN DEPTH. THE DISK IS SET 0.50 FEET BELOW THE
 JU4239'SURFACE UNDERNEATH A WOOD RAIL FENCE ALONG THE RIGHT REAR SIDE OF
 JU4239'HOUSE ADDRESS 1113, MEASURED 2.0 FEET FROM THE EASTERN POST AND 6.0
 JU4239'FEET FROM THE WESTERN POST. STATION IS WITNESSED BY A CARSONITE
 JU4239'SURVEY MARKER.
 JU4239
 JU4239                          STATION RECOVERY (2001)
 JU4239
 JU4239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU4239'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU4239
 JU4239                          STATION RECOVERY (2003)
 JU4239
 JU4239'RECOVERY NOTE BY US POWER SQUADRON 2003 (DG)
 JU4239'KELLY DRIVE IS OFF OF YEATSMAN MILL ROAD.  KELLY DRIVE IS THE ROAD
 JU4239'BEFORE DELPA DRIVE.  KELLY DRIVE DOES NOT INTERSECT DELPA DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1752 ***********************************************************************
 HU1752  DESIGNATION -  BOUNDARY MON 30 E W DE MD
 HU1752  PID         -  HU1752
 HU1752  STATE/COUNTY-  DE/SUSSEX
 HU1752  COUNTRY     -  US
 HU1752  USGS QUAD   -  DELMAR (2016)
 HU1752
 HU1752                         *CURRENT SURVEY CONTROL
 HU1752  ______________________________________________________________________
 HU1752* NAD 83(1991) POSITION- 38 27 24.34803(N) 075 36 06.71270(W)   ADJUSTED
 HU1752* NAVD 88 ORTHO HEIGHT -    13.348 (meters)       43.79  (feet) ADJUSTED
 HU1752  ______________________________________________________________________
 HU1752  GEOID HEIGHT    -        -35.715 (meters)                     GEOID18
 HU1752  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 HU1752  DYNAMIC HEIGHT  -         13.340 (meters)       43.77  (feet) COMP
 HU1752  MODELED GRAVITY -    980,012.8   (mgal)                       NAVD 88
 HU1752
 HU1752  HORZ ORDER      -  SECOND
 HU1752  VERT ORDER      -  SECOND    CLASS I
 HU1752
 HU1752.The horizontal coordinates were established by classical geodetic methods
 HU1752.and adjusted by the National Geodetic Survey in January 1992.
 HU1752
 HU1752.The orthometric height was determined by differential leveling and
 HU1752.adjusted by the NATIONAL GEODETIC SURVEY
 HU1752.in June 1991.
 HU1752
 HU1752.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1752.GEOID18 height accuracy estimate available here.
 HU1752
 HU1752.Click photographs - Photos may exist for this station.
 HU1752
 HU1752.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1752
 HU1752.The dynamic height is computed by dividing the NAVD 88
 HU1752.geopotential number by the normal gravity value computed on the
 HU1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1752.degrees latitude (g = 980.6199 gals.).
 HU1752
 HU1752.The modeled gravity was interpolated from observed gravity values.
 HU1752
 HU1752. The following values were computed from the NAD 83(1991) position.
 HU1752
 HU1752;                    North         East     Units Scale Factor Converg.
 HU1752;SPC DE       -    50,717.093   183,835.090   MT  0.99999822   -0 06 54.6
 HU1752;SPC DE       -   166,394.33    603,132.29   sFT  0.99999822   -0 06 54.6
 HU1752;SPC MD       -    88,638.428   522,028.441   MT  0.99997643   +0 52 39.1
 HU1752;SPC MD       -   290,807.91  1,712,688.31   sFT  0.99997643   +0 52 39.1
 HU1752;UTM  18      - 4,256,667.375   447,487.105   MT  0.99963396   -0 22 27.6
 HU1752
 HU1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1752!SPC DE       -   1.00000351  x   0.99999822  =   1.00000173
 HU1752!SPC MD       -   1.00000351  x   0.99997643  =   0.99997994
 HU1752!UTM  18      -   1.00000351  x   0.99963396  =   0.99963747
 HU1752
 HU1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4748756667(NAD 83)
 HU1752
 HU1752                          SUPERSEDED SURVEY CONTROL
 HU1752
 HU1752  NAD 83(1986)-  38 27 24.34161(N)    075 36 06.73584(W) AD(       ) 2
 HU1752  NAD 27      -  38 27 23.92563(N)    075 36 07.99844(W) AD(       ) 2
 HU1752  NGVD 29 (06/12/91)   13.598  (m)           44.61   (f) ADJUSTED    2 1
 HU1752  NGVD 29 (07/19/86)   13.5    (m)           44.     (f) VERT ANG       
 HU1752
 HU1752.Superseded values are not recommended for survey control.
 HU1752
 HU1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1752.See file dsdata.pdf to determine how the superseded data were derived.
 HU1752
 HU1752_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1752_STAMPING: E-W NO. 30 1981
 HU1752_MARK LOGO: MDDEBC
 HU1752_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1752+STABILITY: SURFACE MOTION
 HU1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1752+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1989
 HU1752
 HU1752  HISTORY     - Date     Condition        Report By
 HU1752  HISTORY     - 1981     MONUMENTED       NGS
 HU1752  HISTORY     - 19891204 GOOD             NGS
 HU1752
 HU1752                          STATION DESCRIPTION
 HU1752
 HU1752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HU1752'THE POSITION OF THIS MONUMENT WAS SELECTED AND TEMPORARILY MARKED
 HU1752'DURING A JOINT MEETING BETWEEN THE NATIONAL GEODETIC SURVEY, THE
 HU1752'STATE OF MARYLAND AND THE STATE OF DELAWARE ON AUGUST 26, 1980.  IT
 HU1752'WAS AGREED THAT MONUMENT 30 SHOULD BE PLACED IN THE SOUTH EDGE OF AN
 HU1752'EAST-WEST PAVED ROAD AND COVERED WITH A STEEL MANHOLE.  THE TEMPORARY
 HU1752'POINT WAS MARKED AND REFERENCED ON AUGUST 26, 1980, AND A PERMANENT
 HU1752'MONUMENT WAS ESTABLISHED ON JUNE 24, 1981 AS DESCRIBED IN THIS TEXT.
 HU1752'THE MONUMENT IS LOCATED APPROXIMATELY 7-1/2 MILES NORTH-NORTHWEST OF
 HU1752'SALISBURY, 1-1/4 MILES WEST OF DELMAR, AND 1/2 MILE SOUTH OF STATE
 HU1752'HIGHWAY 54.  IT IS ON ROAD RIGHT-OF-WAY.
 HU1752'TO REACH FROM A POINT WHERE STATE HIGHWAY 54 CROSSES A RAILROAD IN
 HU1752'DELMAR, GO WEST ON STATE HIGHWAY 54 FOR 0.2 MILE (0.3 KM) TO A FORK.
 HU1752'KEEP LEFT AND CONTINUE WEST ON WALLER ROAD FOR 0.35 MILE (0.56 KM)
 HU1752'TO A FORK.  KEEP RIGHT AND CONTINUE WEST ON A PAVED ROAD FOR 0.75 MILE
 HU1752'(1.21 KM) TO THE MONUMENT ON THE LEFT.
 HU1752'THE SURFACE MARK IS A STANDARD MARYLAND-DELAWARE BOUNDARY DISK STAMPED
 HU1752'E-W NO. 30 1981, SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT
 HU1752'WHICH IS 20 INCHES BELOW THE ROAD SURFACE.  THE SUB-SURFACE MARK IS A
 HU1752'STANDARD NATIONAL GEODETIC SURVEY HORIZONTAL CONTROL STATION DISK
 HU1752'STAMPED E-W NO. 30 1981, SET IN THE TOP OF AN 8-INCH MASS OF CONCRETE
 HU1752'WHICH IS 4.6 FEET (1.4 M) BELOW THE SURFACE OF THE ROAD. THE MONUMENT
 HU1752'IS COVERED WITH A 26-INCH STEEL MANHOLE INSCRIBED -SANITARY SEWER-.
 HU1752'THE MONUMENT IS 63.3 FEET (19.3 M) WEST OF THE WEST END OF A 48 INCH
 HU1752'CULVERT ALONG THE SOUTH SIDE OF THE ROAD, 34.8 FEET (10.6 M)
 HU1752'SOUTH-SOUTHWEST OF A 16 INCH OAK TREE WITH A TRIANGULAR BLAZE, 25.4
 HU1752'FEET (7.7 M) SOUTH-SOUTHWEST OF A WITNESS POST, 10.6 FEET (3.2 M)
 HU1752'NORTH-NORTHWEST OF ANOTHER WITNESS POST, 9 FEET (2.7 M) SOUTH OF THE
 HU1752'CENTER OF THE ROAD, AND 7.9 FEET (2.4 M) NORTH OF A POWERLINE POLE
 HU1752'NUMBERED 46798 96468.  FOR ADDITIONAL INFORMATION SEE THE DESCRIPTION
 HU1752'FOR STATION CONNELLY 2.
 HU1752
 HU1752                          STATION RECOVERY (1989)
 HU1752
 HU1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HU1752'0.5 KM (0.31 MI) WESTERLY ALONG WALLER ROAD FROM ITS JUNCTION WITH
 HU1752'STATE HIGHWAY 54 IN DELMAR, THENCE 1.1 KM (0.68 MI) WESTERLY ALONG A
 HU1752'PAVED ROAD, 25.5 M (83.66 FT) WEST OF THE EXTENDED CENTER OF A TRACK
 HU1752'ROAD, 2.7 M (8.86 FT) SOUTH OF THE CENTER OF THE ROAD, 2.6 M
 HU1752'(8.53 FT) NORTH OF A WITNESS POST, 2.4 M (7.87 FT) NORTH OF UTILITY
 HU1752'POLE NUMBER 40F 20, AND IN A CONCRETE MONUMENT THAT IS 0.5 M
 HU1752'(1.64 FT) BELOW THE ROAD SURFACE.  NOTE--ACCESS TO THE MONUMENT IS
 HU1752'THROUGH A 26-INCH MANHOLE COVER PRECAST -SANITARY SEWER-.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1749 ***********************************************************************
 HU1749  DESIGNATION -  BOUNDARY MON 31 E W DE MD
 HU1749  PID         -  HU1749
 HU1749  STATE/COUNTY-  DE/SUSSEX
 HU1749  COUNTRY     -  US
 HU1749  USGS QUAD   -  DELMAR (2016)
 HU1749
 HU1749                         *CURRENT SURVEY CONTROL
 HU1749  ______________________________________________________________________
 HU1749* NAD 83(1991) POSITION- 38 27 27.05052(N) 075 37 20.84615(W)   NO CHECK
 HU1749* NAVD 88 ORTHO HEIGHT -    13.911 (meters)       45.64  (feet) ADJUSTED
 HU1749  ______________________________________________________________________
 HU1749  GEOID HEIGHT    -        -35.701 (meters)                     GEOID18
 HU1749  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 HU1749  DYNAMIC HEIGHT  -         13.903 (meters)       45.61  (feet) COMP
 HU1749  MODELED GRAVITY -    980,012.9   (mgal)                       NAVD 88
 HU1749
 HU1749  HORZ ORDER      -  THIRD
 HU1749  VERT ORDER      -  SECOND    CLASS I
 HU1749
 HU1749.The horizontal coordinates were established by classical geodetic methods
 HU1749.and adjusted by the National Geodetic Survey in January 1992.
 HU1749
 HU1749.No horizontal observational check was made to the station.
 HU1749
 HU1749.The orthometric height was determined by differential leveling and
 HU1749.adjusted by the NATIONAL GEODETIC SURVEY
 HU1749.in June 1991.
 HU1749
 HU1749.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1749.GEOID18 height accuracy estimate available here.
 HU1749
 HU1749.Click photographs - Photos may exist for this station.
 HU1749
 HU1749.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1749
 HU1749.The dynamic height is computed by dividing the NAVD 88
 HU1749.geopotential number by the normal gravity value computed on the
 HU1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1749.degrees latitude (g = 980.6199 gals.).
 HU1749
 HU1749.The modeled gravity was interpolated from observed gravity values.
 HU1749
 HU1749. The following values were computed from the NAD 83(1991) position.
 HU1749
 HU1749;                    North         East     Units Scale Factor Converg.
 HU1749;SPC DE       -    50,804.237   182,037.858   MT  0.99999897   -0 07 40.8
 HU1749;SPC DE       -   166,680.23    597,235.87   sFT  0.99999897   -0 07 40.8
 HU1749;SPC MD       -    88,694.423   520,230.008   MT  0.99997633   +0 51 52.5
 HU1749;SPC MD       -   290,991.62  1,706,787.95   sFT  0.99997633   +0 51 52.5
 HU1749;UTM  18      - 4,256,762.613   445,690.938   MT  0.99963632   -0 23 13.7
 HU1749
 HU1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1749!SPC DE       -   1.00000342  x   0.99999897  =   1.00000239
 HU1749!SPC MD       -   1.00000342  x   0.99997633  =   0.99997975
 HU1749!UTM  18      -   1.00000342  x   0.99963632  =   0.99963974
 HU1749
 HU1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4569056762(NAD 83)
 HU1749
 HU1749                          SUPERSEDED SURVEY CONTROL
 HU1749
 HU1749  NAD 83(1986)-  38 27 27.04488(N)    075 37 20.86904(W) AD(       ) 3
 HU1749  NAD 27      -  38 27 26.62809(N)    075 37 22.12816(W) AD(       ) 3
 HU1749  NGVD 29 (06/12/91)   14.161  (m)           46.46   (f) ADJUSTED    2 1
 HU1749
 HU1749.Superseded values are not recommended for survey control.
 HU1749
 HU1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1749.See file dsdata.pdf to determine how the superseded data were derived.
 HU1749
 HU1749_MARKER: DU = BOUNDARY MARKER
 HU1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1749_STAMPING: E-W NO. 31 1981
 HU1749_MARK LOGO: MDDEBC
 HU1749_PROJECTION: PROJECTING 30 CENTIMETERS
 HU1749_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1749+STABILITY: SURFACE MOTION
 HU1749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1749+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2025
 HU1749
 HU1749  HISTORY     - Date     Condition        Report By
 HU1749  HISTORY     - 1981     MONUMENTED       NGS
 HU1749  HISTORY     - 19891120 GOOD             NGS
 HU1749  HISTORY     - 20040719 GOOD             GEOCAC
 HU1749  HISTORY     - 20130611 GOOD             DELCOS
 HU1749  HISTORY     - 20250520 GOOD             MCCRO
 HU1749
 HU1749                          STATION DESCRIPTION
 HU1749
 HU1749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HU1749'THE MARKER IS LOCATED ABOUT 7 AIRLINE MILES NORTHWEST OF SALISBURY, 4
 HU1749'1/2 MILES NORTHEAST OF HEBRON, AND 2-1/4 MILES WEST OF DELMAR.  IT IS
 HU1749'ON THE NORTH EDGE OF ROAD RIGHT-OF-WAY.
 HU1749'TO REACH THE MONUMENT FROM A POINT WHERE STATE HIGHWAY 54 CROSSES A
 HU1749'RAILROAD IN DELMAR, GO WEST ON STATE HIGHWAY 54 FOR 0.2 MILE
 HU1749'(0.3 KM) TO A FORK.  KEEP LEFT AND CONTINUE WEST ON WALLER ROAD FOR
 HU1749'0.35 MILE (0.56 KM) TO A FORK.  KEEP RIGHT AND CONTINUE WEST ON A
 HU1749'PAVED ROAD FOR 1.7 MILES (2.7 KM) TO THE MARKER ON THE RIGHT, JUST
 HU1749'WEST OF A SMALL WOODED AREA.
 HU1749'THE SURFACE MARK IS A STANDARD MARYLAND-DELAWARE BOUNDARY DISK STAMPED
 HU1749'E-W NO. 31 1981, SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE
 HU1749'MONUMENT WHICH PROJECTS 15 INCHES.  THE SUB-SURFACE MARK IS A
 HU1749'STANDARD NATIONAL GEODETIC SURVEY HORIZONTAL CONTROL STATION DISK
 HU1749'STAMPED E-W NO. 31 1981, SET IN THE TOP OF AN 8-INCH MASS OF CONCRETE
 HU1749'WHICH IS 4.5 FEET (1.4 M) BELOW THE SURFACE.  THE MONUMENT IS 18.5
 HU1749'FEET (5.6 M) WEST OF THE NORTH END OF A 24-INCH CULVERT, 17.8 FEET
 HU1749'(5.4 M) NORTH OF THE CENTER OF THE ROAD, 1.5 FEET (0.5 M) SOUTH OF A
 HU1749'WITNESS POST, AND 2 FEET (0.6 M) NORTH OF A DITCH.  FOR ADDITIONAL
 HU1749'INFORMATION, SEE THE RECOVERY FOR STATION HURLEY 1974.
 HU1749
 HU1749                          STATION RECOVERY (1989)
 HU1749
 HU1749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HU1749'0.5 KM (0.31 MI) WESTERLY ALONG WALLER ROAD FROM ITS JUNCTION WITH
 HU1749'STATE HIGHWAY 54 IN DELMAR, THENCE 2.9 KM (1.80 MI) WESTERLY ALONG A
 HU1749'PAVED ROAD, 0.7 KM (0.43 MI) EAST OF THE JUNCTION OF JERSEY ROAD, 5.4
 HU1749'M (17.72 FT) NORTH OF THE CENTER OF THE ROAD, 2.8 M (9.19 FT)
 HU1749'WEST-NORTHWEST OF THE NORTH END OF A 12-INCH PIPE CULVERT, 0.6 M
 HU1749'(1.97 FT) WEST OF A 6-INCH STEEL I-BEAM THAT PROJECTS 0.5 M
 HU1749'(1.64 FT) ABOVE THE GROUND SURFACE, 0.3 M (0.98 FT) NORTH OF A
 HU1749'WITNESS POST, LEVEL WITH THE ROAD, AND IN A CONCRETE MONUMENT THAT
 HU1749'PROJECTS 0.3 M (0.98 FT) ABOVE THE GROUND SURFACE.
 HU1749
 HU1749                          STATION RECOVERY (2004)
 HU1749
 HU1749'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 HU1749'RECOVERED IN GOOD CONDITION.
 HU1749
 HU1749                          STATION RECOVERY (2013)
 HU1749
 HU1749'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU1749'RECOVERED IN GOOD CONDITION.
 HU1749
 HU1749                          STATION RECOVERY (2025)
 HU1749
 HU1749'RECOVERY NOTE BY MCCRONE INCORPORATED 2025 (SG)
 HU1749'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1828 ***********************************************************************
 HU1828  DESIGNATION -  BOUNDARY MON 32 E W DE MD
 HU1828  PID         -  HU1828
 HU1828  STATE/COUNTY-  DE/SUSSEX
 HU1828  COUNTRY     -  US
 HU1828  USGS QUAD   -  HEBRON (2016)
 HU1828
 HU1828                         *CURRENT SURVEY CONTROL
 HU1828  ______________________________________________________________________
 HU1828* NAD 83(1991) POSITION- 38 27 30.38948(N) 075 38 52.98251(W)   NO CHECK
 HU1828* NAVD 88 ORTHO HEIGHT -    12.6   (meters)       41.    (feet) VERTCON3
 HU1828  ______________________________________________________________________
 HU1828  GEOID HEIGHT    -        -35.682 (meters)                     GEOID18
 HU1828  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 HU1828  HORZ ORDER      -  THIRD
 HU1828
 HU1828.The horizontal coordinates were established by classical geodetic methods
 HU1828.and adjusted by the National Geodetic Survey in January 1992.
 HU1828
 HU1828.No horizontal observational check was made to the station.
 HU1828
 HU1828.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1828
 HU1828.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1828.GEOID18 height accuracy estimate available here.
 HU1828
 HU1828.Click photographs - Photos may exist for this station.
 HU1828
 HU1828.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1828
 HU1828. The following values were computed from the NAD 83(1991) position.
 HU1828
 HU1828;                    North         East     Units Scale Factor Converg.
 HU1828;SPC DE       -    50,912.493   179,804.227   MT  1.00000002   -0 08 38.1
 HU1828;SPC DE       -   167,035.40    589,907.70   sFT  1.00000002   -0 08 38.1
 HU1828;SPC MD       -    88,763.971   517,994.889   MT  0.99997622   +0 50 54.7
 HU1828;SPC MD       -   291,219.79  1,699,454.90   sFT  0.99997622   +0 50 54.7
 HU1828;UTM  18      - 4,256,880.928   443,458.628   MT  0.99963937   -0 24 11.0
 HU1828
 HU1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1828!SPC DE       -   1.00000363  x   1.00000002  =   1.00000365
 HU1828!SPC MD       -   1.00000363  x   0.99997622  =   0.99997985
 HU1828!UTM  18      -   1.00000363  x   0.99963937  =   0.99964300
 HU1828
 HU1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4345856880(NAD 83)
 HU1828
 HU1828                          SUPERSEDED SURVEY CONTROL
 HU1828
 HU1828  NAD 83(1986)-  38 27 30.38473(N)    075 38 53.00570(W) AD(       ) 3
 HU1828  NAD 27      -  38 27 29.96802(N)    075 38 54.25872(W) AD(       ) 3
 HU1828  NGVD 29 (07/19/86)   12.8    (m)           42.     (f) VERT ANG       
 HU1828
 HU1828.Superseded values are not recommended for survey control.
 HU1828
 HU1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1828.See file dsdata.pdf to determine how the superseded data were derived.
 HU1828
 HU1828_MARKER: DU = BOUNDARY MARKER
 HU1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1828_STAMPING: E-W NO. 32 1981
 HU1828_MARK LOGO: MDDEBC
 HU1828_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1828+STABILITY: SURFACE MOTION
 HU1828
 HU1828  HISTORY     - Date     Condition        Report By
 HU1828  HISTORY     - 1981     MONUMENTED       NGS
 HU1828  HISTORY     - 19950718 GOOD             USPSQD
 HU1828  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU1828
 HU1828                          STATION DESCRIPTION
 HU1828
 HU1828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HU1828'THE COMPUTED POSITION OF THIS MONUMENT WAS FOUND TO BE IN THE EDGE OF
 HU1828'A WATER FILLED AREA.  A NEW POINT WAS SELECTED ON THE BOUNDARY AND ON
 HU1828'A STRAIGHT LINE BETWEEN THE OLD BOUNDARY MONUMENT 32 AND HORIZONTAL
 HU1828'CONTROL STATION DUMP 1974.
 HU1828'THE MARKER IS LOCATED 3-1/2 MILES WEST OF DELMAR, 3-1/2 MILES NORTH OF
 HU1828'HEBRON, AND IN THE NORTHWEST EDGE OF THE WICOMICO COUNTY SANITARY
 HU1828'LAND FILL COMPLEX.
 HU1828'TO REACH FROM A POINT WHERE STATE HIGHWAY 54 CROSSES THE RAILROAD IN
 HU1828'DELMAR, GO WEST ON STATE HIGHWAY 54 FOR 0.2 MILE (0.3 KM) TO A FORK.
 HU1828'KEEP LEFT AND CONTINUE WEST ON WALLER ROAD FOR 0.35 MILE (0.56 KM)
 HU1828'TO A FORK.  KEEP LEFT AND FOLLOW WALLER ROAD SOUTHWEST AND WEST FOR
 HU1828'3.6 MILES (5.8 KM) TO A SIDE ROAD RIGHT AND A GATE ON THE RIGHT.
 HU1828'TURN RIGHT AND GO NORTH ON A SAND ROAD PICKING WAY THROUGH THE DUMP
 HU1828'FOR 0.3 MILE (0.5 KM) TO THE MOST NORTHWEST CORNER OF THE DUMP AND
 HU1828'THE MONUMENT IN A WOODED AREA WHICH SEPARATES THE DUMP FROM
 HU1828'CULTIVATED FIELDS.
 HU1828'THE SURFACE MARKER IS A STANDARD MARYLAND-DELAWARE BOUNDARY DISK
 HU1828'STAMPED E-W NO. 32 1981, SET IN THE TOP OF A 10-INCH ROUND CONCRETE
 HU1828'MONUMENT WHICH PROJECTS 4 INCHES.  THE SUB-SURFACE MARKER IS A
 HU1828'STANDARD NATIONAL GEODETIC SURVEY HORIZONTAL CONTROL STATION DISK
 HU1828'STAMPED E-W NO. 32 1981, SET IN A 6-INCH MASS OF CONCRETE WHICH IS
 HU1828'3.2 FEET (1.0 M) BELOW THE SURFACE.
 HU1828'THE MARK IS 44 FEET (13.4 M) NORTH OF THE CENTER OF A DIM EAST-WEST
 HU1828'SAND ROAD, 25 FEET (7.6 M) WEST OF THE WEST EDGE OF A WATER FILLED
 HU1828'SWAMP, 24.0 FEET (7.3 M) WEST-NORTHWEST OF A 6-INCH SQUARE CONCRETE
 HU1828'BOUNDARY MARKER FOR THE DUMP, AND 2.5 FEET (0.8 M) EAST OF A WITNESS
 HU1828'POST.
 HU1828'FOR ADDITIONAL INFORMATION, SEE THE DESCRIPTIONS FOR STATIONS DUMP
 HU1828'1974 AND BOUNDARY MON E W 32 DE MD 1976.
 HU1828
 HU1828                          STATION RECOVERY (1995)
 HU1828
 HU1828'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU1828'RECOVERED IN GOOD CONDITION.
 HU1828
 HU1828                          STATION RECOVERY (2013)
 HU1828
 HU1828'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU1828'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1812 ***********************************************************************
 HU1812  DESIGNATION -  BOUNDARY MON 33 E W DE MD
 HU1812  PID         -  HU1812
 HU1812  STATE/COUNTY-  DE/SUSSEX
 HU1812  COUNTRY     -  US
 HU1812  USGS QUAD   -  HEBRON (2016)
 HU1812
 HU1812                         *CURRENT SURVEY CONTROL
 HU1812  ______________________________________________________________________
 HU1812* NAD 83(1991) POSITION- 38 27 32.29480(N) 075 39 45.83645(W)   NO CHECK
 HU1812* NAVD 88 ORTHO HEIGHT -    11.695 (meters)       38.37  (feet) ADJUSTED
 HU1812  ______________________________________________________________________
 HU1812  GEOID HEIGHT    -        -35.670 (meters)                     GEOID18
 HU1812  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 HU1812  DYNAMIC HEIGHT  -         11.688 (meters)       38.35  (feet) COMP
 HU1812  MODELED GRAVITY -    980,013.3   (mgal)                       NAVD 88
 HU1812
 HU1812  HORZ ORDER      -  THIRD
 HU1812  VERT ORDER      -  SECOND    CLASS I
 HU1812
 HU1812.The horizontal coordinates were established by classical geodetic methods
 HU1812.and adjusted by the National Geodetic Survey in January 1992.
 HU1812
 HU1812.No horizontal observational check was made to the station.
 HU1812
 HU1812.The orthometric height was determined by differential leveling and
 HU1812.adjusted by the NATIONAL GEODETIC SURVEY
 HU1812.in June 1991.
 HU1812
 HU1812.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1812.GEOID18 height accuracy estimate available here.
 HU1812
 HU1812.Click photographs - Photos may exist for this station.
 HU1812
 HU1812.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1812
 HU1812.The dynamic height is computed by dividing the NAVD 88
 HU1812.geopotential number by the normal gravity value computed on the
 HU1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1812.degrees latitude (g = 980.6199 gals.).
 HU1812
 HU1812.The modeled gravity was interpolated from observed gravity values.
 HU1812
 HU1812. The following values were computed from the NAD 83(1991) position.
 HU1812
 HU1812;                    North         East     Units Scale Factor Converg.
 HU1812;SPC DE       -    50,974.564   178,522.931   MT  1.00000068   -0 09 11.0
 HU1812;SPC DE       -   167,239.05    585,703.98   sFT  1.00000068   -0 09 11.0
 HU1812;SPC MD       -    88,803.839   516,712.742   MT  0.99997615   +0 50 21.5
 HU1812;SPC MD       -   291,350.60  1,695,248.39   sFT  0.99997615   +0 50 21.5
 HU1812;UTM  18      - 4,256,948.769   442,178.087   MT  0.99964117   -0 24 43.9
 HU1812
 HU1812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1812!SPC DE       -   1.00000376  x   1.00000068  =   1.00000444
 HU1812!SPC MD       -   1.00000376  x   0.99997615  =   0.99997991
 HU1812!UTM  18      -   1.00000376  x   0.99964117  =   0.99964493
 HU1812
 HU1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4217856948(NAD 83)
 HU1812
 HU1812                          SUPERSEDED SURVEY CONTROL
 HU1812
 HU1812  NAD 83(1986)-  38 27 32.29000(N)    075 39 45.85957(W) AD(       ) 3
 HU1812  NAD 27      -  38 27 31.87467(N)    075 39 47.10929(W) AD(       ) 3
 HU1812  NGVD 29 (06/12/91)   11.942  (m)           39.18   (f) ADJUSTED    2 1
 HU1812  NGVD 29 (07/19/86)   11.7    (m)           38.     (f) VERT ANG       
 HU1812
 HU1812.Superseded values are not recommended for survey control.
 HU1812
 HU1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1812.See file dsdata.pdf to determine how the superseded data were derived.
 HU1812
 HU1812_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1812_STAMPING: E-W NO. 33 1981
 HU1812_MARK LOGO: MDDEBC
 HU1812_PROJECTION: RECESSED 30 CENTIMETERS
 HU1812_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1812+STABILITY: SURFACE MOTION
 HU1812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1812+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2025
 HU1812
 HU1812  HISTORY     - Date     Condition        Report By
 HU1812  HISTORY     - 1981     MONUMENTED       NGS
 HU1812  HISTORY     - 19900228 GOOD             NGS
 HU1812  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU1812  HISTORY     - 20250520 SEE DESCRIPTION  MCCRO
 HU1812
 HU1812                          STATION DESCRIPTION
 HU1812
 HU1812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HU1812'THE COMPUTED POSITION OF THIS BOUNDARY MONUMENT WAS FOUND TO BE IN A
 HU1812'CULTIVATED FIELD.  THE STATES OF MARYLAND AND DELAWARE AGREED THAT
 HU1812'THE MONUMENT WOULD BE IN A MUCH SAFER LOCATION IF IT WERE PLACED
 HU1812'UNDER A MANHOLE IN THE WEST PART OF SPRING HILL LANE.
 HU1812'THE MARKER IS LOCATED ABOUT 2-1/2 MILES NORTH OF HEBRON, AND 4-1/2
 HU1812'MILES WEST OF DELMAR.  IT IS ON THE ROAD RIGHT-OF-WAY.
 HU1812'TO REACH FROM A POINT WHERE STATE HIGHWAY 54 CROSSES A RAILROAD IN
 HU1812'DELMAR, GO WEST ON STATE HIGHWAY 54 FOR 0.2 MILE (0.3 KM) TO A FORK.
 HU1812'KEEP LEFT AND CONTINUE WEST ON WALLER ROAD FOR 0.35 MILE (0.56 KM)
 HU1812'TO A FORK.  KEEP LEFT AND FOLLOW WALLER ROAD SOUTHWEST AND WEST FOR
 HU1812'4.5 MILES (7.2 KM) TO A T-INTERSECTION AND STATION BRADLEY AZ MK 2 ON
 HU1812'THE LEFT.  TURN RIGHT AND GO NORTH ON SPRING HILL LANE FOR 0.3 MILE
 HU1812'(0.5 KM) TO THE MONUMENT ON THE LEFT.
 HU1812'THE SURFACE MARKER IS A MARYLAND-DELAWARE BOUNDARY DISK STAMPED E-W
 HU1812'NO. 33 1981, SET IN THE TOP OF A 11-1/2 INCH SQUARE CONCRETE MONUMENT
 HU1812'WHICH IS 13 INCHES BELOW THE SURFACE OF SPRING HILL LANE.  THE
 HU1812'SUB-SURFACE MARKER IS A STANDARD NATIONAL GEODETIC SURVEY HORIZONTAL
 HU1812'CONTROL STATION DISK STAMPED E-W NO. 33 1981, SET IN THE TOP OF A 12-
 HU1812'INCH SQUARE BLOCK OF CONCRETE WHICH IS 4.5 FEET (1.4 M) BELOW THE
 HU1812'SURFACE OF THE ROAD.  THE MONUMENT IS COVERED BY A 26-INCH ROUND
 HU1812'MARYLAND STATE HIGHWAY ADMINISTRATION MANHOLE COVER WITH - SHA -
 HU1812'INSCRIBED ON THE TOP. THE MONUMENT IS 94.0 FEET (28.7 M) NORTHEAST OF
 HU1812'THE NORTHEAST CORNER OF A HOUSE OWNED BY MRS. MYRA BRADLEY, 44 FEET
 HU1812'(13.4 M) NORTH OF THE CENTER OF A DRIVE LEADING TO THE BRADLEY
 HU1812'HOUSE, 38.5 FEET (11.7 M) NORTHEAST OF A POWERLINE POLE NUMBERED
 HU1812'45058 96562 D9 Z2, AND 7.5 FEET (2.3 M) WEST OF THE CENTER OF SPRING
 HU1812'HILL LANE.
 HU1812'FOR ADDITIONAL INFORMATION, SEE THE DESCRIPTION FOR STATION BRADLEY
 HU1812'1974.
 HU1812
 HU1812                          STATION RECOVERY (1990)
 HU1812
 HU1812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU1812'1.8 KM (1.12 MI) NORTHWESTERLY ALONG STATE HIGHWAY 347 (QUANTICO
 HU1812'ROAD) FROM THE POST OFFICE IN HEBRON, THENCE 0.7 KM (0.43 MI)
 HU1812'EASTERLY ALONG MEMORY GARDEN LANE, THENCE 3.3 KM (2.05 MI) NORTHERLY
 HU1812'ALONG SPRING HILL LANE, 0.5 KM (0.31 MI) NORTH OF THE INETERSECTION
 HU1812'OF WALLER ROAD , 28.5 M (93.50 FT) EAST OF THE NORTHEAST CORNER OF A
 HU1812'HOUSE, 12.7 M (41.67 FT) NORTH OF THE EXTENDED CENTER OF A DRIVEWAY,
 HU1812'2.3 M (7.55 FT) NORTHWEST OF THE CENTER OF THE LANE, AND IN A
 HU1812'CONCRETE MONUMENT THAT IS 0.3 M (0.98 FT) BELOW THE LANE SURFACE.
 HU1812'ACCESS--TO THE MONUMENT IS THROUGH A 24-INCH MANHOLE COVER INSCRIBED
 HU1812'SHA.
 HU1812
 HU1812                          STATION RECOVERY (2013)
 HU1812
 HU1812'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU1812'MARK NOT FOUND.
 HU1812
 HU1812                          STATION RECOVERY (2025)
 HU1812
 HU1812'RECOVERY NOTE BY MCCRONE INCORPORATED 2025 (SG)
 HU1812'MONUMENT MANHOLE COVER FOUND - UNABLE TO OPEN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1831 ***********************************************************************
 HU1831  DESIGNATION -  BOUNDARY MON 34 E W DE MD
 HU1831  PID         -  HU1831
 HU1831  STATE/COUNTY-  DE/SUSSEX
 HU1831  COUNTRY     -  US
 HU1831  USGS QUAD   -  HEBRON (2016)
 HU1831
 HU1831                         *CURRENT SURVEY CONTROL
 HU1831  ______________________________________________________________________
 HU1831* NAD 83(1991) POSITION- 38 27 34.36118(N) 075 40 43.32466(W)   ADJUSTED
 HU1831* NAVD 88 ORTHO HEIGHT -    10.7   (meters)       35.    (feet) VERTCON3
 HU1831  ______________________________________________________________________
 HU1831  GEOID HEIGHT    -        -35.656 (meters)                     GEOID18
 HU1831  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 HU1831  HORZ ORDER      -  SECOND
 HU1831
 HU1831.The horizontal coordinates were established by classical geodetic methods
 HU1831.and adjusted by the National Geodetic Survey in January 1992.
 HU1831
 HU1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1831
 HU1831.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1831.GEOID18 height accuracy estimate available here.
 HU1831
 HU1831.Click photographs - Photos may exist for this station.
 HU1831
 HU1831.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1831
 HU1831. The following values were computed from the NAD 83(1991) position.
 HU1831
 HU1831;                    North         East     Units Scale Factor Converg.
 HU1831;SPC DE       -    51,042.124   177,129.311   MT  1.00000144   -0 09 46.7
 HU1831;SPC DE       -   167,460.70    581,131.75   sFT  1.00000144   -0 09 46.7
 HU1831;SPC MD       -    88,847.253   515,318.195   MT  0.99997608   +0 49 45.5
 HU1831;SPC MD       -   291,493.03  1,690,673.11   sFT  0.99997608   +0 49 45.5
 HU1831;UTM  18      - 4,257,022.605   440,785.287   MT  0.99964318   -0 25 19.7
 HU1831
 HU1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1831!SPC DE       -   1.00000392  x   1.00000144  =   1.00000536
 HU1831!SPC MD       -   1.00000392  x   0.99997608  =   0.99998000
 HU1831!UTM  18      -   1.00000392  x   0.99964318  =   0.99964710
 HU1831
 HU1831:                Primary Azimuth Mark                     Grid Az
 HU1831:SPC DE       -  BLACKWATER                               314 13 28.5
 HU1831:SPC MD       -  BLACKWATER                               313 13 56.3
 HU1831:UTM  18      -  BLACKWATER                               314 29 01.5
 HU1831
 HU1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4078557022(NAD 83)
 HU1831
 HU1831|---------------------------------------------------------------------|
 HU1831| PID    Reference Object                     Distance      Geod. Az  |
 HU1831|                                                           dddmmss.s |
 HU1831| HU1817 MONUMENT E W 34 DE MD                 8.447 METERS 00238     |
 HU1831| HU1818 BLACKWATER                          424.282 METERS 3140341.8 |
 HU1831|---------------------------------------------------------------------|
 HU1831
 HU1831                          SUPERSEDED SURVEY CONTROL
 HU1831
 HU1831  NAD 83(1986)-  38 27 34.35611(N)    075 40 43.34738(W) AD(       ) 2
 HU1831  NAD 27      -  38 27 33.94067(N)    075 40 44.59246(W) AD(       ) 2
 HU1831  NGVD 29 (07/19/86)   10.9    (m)           36.     (f) VERT ANG       
 HU1831
 HU1831.Superseded values are not recommended for survey control.
 HU1831
 HU1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1831.See file dsdata.pdf to determine how the superseded data were derived.
 HU1831
 HU1831_MARKER: DU = BOUNDARY MARKER
 HU1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1831_STAMPING: E-W NO. 34 1981
 HU1831_MARK LOGO: MDDEBC
 HU1831_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1831+STABILITY: SURFACE MOTION
 HU1831
 HU1831  HISTORY     - Date     Condition        Report By
 HU1831  HISTORY     - 1981     MONUMENTED       NGS
 HU1831
 HU1831                          STATION DESCRIPTION
 HU1831
 HU1831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HU1831'THE MARKER IS LOCATED 5-1/2 MILES WEST OF DELMAR, 1 MILE (1.6 KM) EAST
 HU1831'OF THE MARYLAND-DELAWARE CORNER STONE, AND ON PROPERTY OWNED BY MR.
 HU1831'ROBERT L. TRADER, ROUTE 2, DELMAR, DELAWARE.  TELEPHONE NUMBER (302)
 HU1831'846-2466.
 HU1831'TO REACH FROM THE POINT WHERE STATE HIGHWAY 54 CROSSES A RAILROAD IN
 HU1831'DELMAR, GO WEST ON STATE HIGHWAY 54 FOR 5.35 MILES (8.61 KM) TO A
 HU1831'FORK.  KEEP LEFT AND CONTINUE WEST ON STATE HIGHWAY 54 FOR 0.6 MILE
 HU1831'(1.0 KM) TO A PRIVATE DRIVE ON THE LEFT AND STATION BLACKWATER 1974
 HU1831'ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE PRIVATE DRIVE FOR 0.15
 HU1831'MILE (0.24 KM) TO A T-INTERSECTION JUST AFTER PASSING THE TRADER
 HU1831'BARN.  TURN LEFT AND GO EAST ON A FIELD ROAD FOR 0.2 MILE (0.3 KM) TO
 HU1831'A NORTH-SOUTH DITCH AND A DOUBLE HIGHLINE POLE ON THE LEFT (NUMBERED
 HU1831'DVD 61).  TURN RIGHT AND GO SOUTH ALONG THE WEST SIDE OF THE DITCH ON
 HU1831'A FIELD ROAD FOR 0.05 MILE (0.08 KM) TO A LARGE CULVERT AND THE
 HU1831'MARKER ON THE LEFT.
 HU1831'THE SURFACE MARKER IS A STANDARD MARYLAND-DELAWARE BOUNDARY DISK
 HU1831'STAMPED E-W NO. 34 1981, SET IN THE TOP OF A 10-INCH ROUND CONCRETE
 HU1831'MONUMENT, WHICH IS FLUSH WITH THE SURFACE.  THE SUB-SURFACE MARKER IS
 HU1831'A STANDARD NATIONAL GEODETIC SURVEY HORIZONTAL CONTROL STATION DISK
 HU1831'STAMPED E-W NO. 34 1981, SET IN THE TOP OF A 6-INCH MASS OF CONCRETE
 HU1831'WHICH IS 3.1 FEET (0.9 M) BELOW THE SURFACE.  THE MARK IS 26.5 FEET
 HU1831'(8.1 M) SOUTH OF A WITNESS POST, 15.3 FEET (4.7 M) NORTHWEST OF THE
 HU1831'CENTER OF THE SOUTH END OF THE LARGE CULVERT, 15 FEET (4.6 M) EAST OF
 HU1831'THE CENTER OF THE FIELD ROAD, 12.8 FEET (3.9 M) SOUTH OF A 30-INCH
 HU1831'TREE WITH A TRIANGULAR BLAZE ON THE NORTHWEST SIDE, 4 FEET (1.2 M)
 HU1831'NORTH OF THE CENTER OF A FIELD ROAD LEADING EAST ACROSS THE CULVERT
 HU1831'AND IN THE EAST EDGE OF A CULTIVATED FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3457 ***********************************************************************
 JU3457  DESIGNATION -  BOUNDARY MON 45 RESET DEL MD
 JU3457  PID         -  JU3457
 JU3457  STATE/COUNTY-  DE/KENT
 JU3457  COUNTRY     -  US
 JU3457  USGS QUAD   -  MARYDEL (2016)
 JU3457
 JU3457                         *CURRENT SURVEY CONTROL
 JU3457  ______________________________________________________________________
 JU3457* NAD 83(1991) POSITION- 39 06 45.57577(N) 075 44 43.09646(W)   NO CHECK
 JU3457* NAVD 88 ORTHO HEIGHT -    22.    (meters)       72.    (feet) SCALED
 JU3457  ______________________________________________________________________
 JU3457  GEOID HEIGHT    -        -34.198 (meters)                     GEOID18
 JU3457  LAPLACE CORR    -         -3.46  (seconds)                    DEFLEC18
 JU3457  HORZ ORDER      -  THIRD
 JU3457
 JU3457.The horizontal coordinates were established by classical geodetic methods
 JU3457.and adjusted by the National Geodetic Survey in January 1992.
 JU3457
 JU3457.No horizontal observational check was made to the station.
 JU3457
 JU3457.The orthometric height was scaled from a topographic map.
 JU3457
 JU3457.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3457.GEOID18 height accuracy estimate available here.
 JU3457
 JU3457.Click photographs - Photos may exist for this station.
 JU3457
 JU3457.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3457
 JU3457. The following values were computed from the NAD 83(1991) position.
 JU3457
 JU3457;                    North         East     Units Scale Factor Converg.
 JU3457;SPC DE       -   123,563.890   171,576.591   MT  1.00000494   -0 12 26.4
 JU3457;SPC DE       -   405,392.53    562,914.20   sFT  1.00000494   -0 12 26.4
 JU3457;SPC MD       -   161,258.466   508,509.246   MT  0.99995837   +0 47 15.0
 JU3457;SPC MD       -   529,062.15  1,668,334.08   sFT  0.99995837   +0 47 15.0
 JU3457;UTM  18      - 4,329,543.086   435,564.864   MT  0.99965112   -0 28 12.7
 JU3457
 JU3457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3457!SPC DE       -   1.00000195  x   1.00000494  =   1.00000689
 JU3457!SPC MD       -   1.00000195  x   0.99995837  =   0.99996032
 JU3457!UTM  18      -   1.00000195  x   0.99965112  =   0.99965307
 JU3457
 JU3457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3556429543(NAD 83)
 JU3457
 JU3457                          SUPERSEDED SURVEY CONTROL
 JU3457
 JU3457  NAD 83(1986)-  39 06 45.56666(N)    075 44 43.10733(W) AD(       ) 3
 JU3457  NAD 27      -  39 06 45.16520(N)    075 44 44.35010(W) AD(       ) 3
 JU3457
 JU3457.Superseded values are not recommended for survey control.
 JU3457
 JU3457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3457.See file dsdata.pdf to determine how the superseded data were derived.
 JU3457
 JU3457_MARKER: 71 = BOUNDARY MONUMENT
 JU3457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3457+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2008
 JU3457
 JU3457  HISTORY     - Date     Condition        Report By
 JU3457  HISTORY     - 1968     FIRST OBSERVED   CGS
 JU3457  HISTORY     - 20070420 GOOD             GEOCAC
 JU3457  HISTORY     - 20080422 GOOD             NGS
 JU3457
 JU3457                          STATION DESCRIPTION
 JU3457
 JU3457'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCB)
 JU3457'BOUNDARY MONUMENT NO. 45 WAS RECOVERED AS DESCRIBED AND FOUND
 JU3457'TO BE IN GOOD CONDITION.  THE 1961 SURVEY SHOWED THE BOUNDARY
 JU3457'MONUMENT TO BE APPROXIMATELY 5 FEET EAST OF THE STATE
 JU3457'BOUNDARY.  AT THE REQUEST OF THE MARYDEL, DELAWARE CIVIC CLUB,
 JU3457'THE MARK WAS RESET ON THE STATE LINE IN MAY 1968, AFTER
 JU3457'PERMISSION WAS OBTAINED FROM OFFICIALS OF MARYLAND AND DELAWARE.
 JU3457'
 JU3457'THE MONUMENT WAS MOVED 1.834 METERS ON LINE TO STATION TOWN
 JU3457'1961 AND NORTH 10.473 METERS ALONG THE STATE LINE.
 JU3457
 JU3457                          STATION RECOVERY (2007)
 JU3457
 JU3457'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 JU3457'RECOVERED IN GOOD CONDITION.
 JU3457
 JU3457                          STATION RECOVERY (2008)
 JU3457
 JU3457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (DRD)
 JU3457'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1272 ***********************************************************************
 JU1272  DESIGNATION -  BOUNDARY MON 47 DE MD=MARYDEL
 JU1272  PID         -  JU1272
 JU1272  STATE/COUNTY-  DE/KENT
 JU1272  COUNTRY     -  US
 JU1272  USGS QUAD   -  KENTON (2016)
 JU1272
 JU1272                         *CURRENT SURVEY CONTROL
 JU1272  ______________________________________________________________________
 JU1272* NAD 83(1991) POSITION- 39 08 30.79380(N) 075 44 51.50694(W)   ADJUSTED
 JU1272* NAVD 88 ORTHO HEIGHT -    19.948 (meters)       65.45  (feet) ADJUSTED
 JU1272  ______________________________________________________________________
 JU1272  GEOID HEIGHT    -        -34.090 (meters)                     GEOID18
 JU1272  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 JU1272  DYNAMIC HEIGHT  -         19.937 (meters)       65.41  (feet) COMP
 JU1272  MODELED GRAVITY -    980,087.7   (mgal)                       NAVD 88
 JU1272
 JU1272  HORZ ORDER      -  FIRST
 JU1272  VERT ORDER      -  SECOND    CLASS I
 JU1272
 JU1272.The horizontal coordinates were established by classical geodetic methods
 JU1272.and adjusted by the National Geodetic Survey in January 1992.
 JU1272
 JU1272.The orthometric height was determined by differential leveling and
 JU1272.adjusted by the NATIONAL GEODETIC SURVEY
 JU1272.in December 2004.
 JU1272
 JU1272.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1272.GEOID18 height accuracy estimate available here.
 JU1272
 JU1272.Click photographs - Photos may exist for this station.
 JU1272
 JU1272.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1272
 JU1272.The dynamic height is computed by dividing the NAVD 88
 JU1272.geopotential number by the normal gravity value computed on the
 JU1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1272.degrees latitude (g = 980.6199 gals.).
 JU1272
 JU1272.The modeled gravity was interpolated from observed gravity values.
 JU1272
 JU1272. The following values were computed from the NAD 83(1991) position.
 JU1272
 JU1272;                    North         East     Units Scale Factor Converg.
 JU1272;SPC DE       -   126,809.365   171,386.361   MT  1.00000508   -0 12 32.1
 JU1272;SPC DE       -   416,040.39    562,290.09   sFT  1.00000508   -0 12 32.1
 JU1272;SPC MD       -   164,500.001   508,262.704   MT  0.99996060   +0 47 09.7
 JU1272;SPC MD       -   539,697.09  1,667,525.22   sFT  0.99996060   +0 47 09.7
 JU1272;UTM  18      - 4,332,788.252   435,389.592   MT  0.99965140   -0 28 19.1
 JU1272
 JU1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1272!SPC DE       -   1.00000222  x   1.00000508  =   1.00000730
 JU1272!SPC MD       -   1.00000222  x   0.99996060  =   0.99996282
 JU1272!UTM  18      -   1.00000222  x   0.99965140  =   0.99965362
 JU1272
 JU1272:                Primary Azimuth Mark                     Grid Az
 JU1272:SPC DE       -  HARTLY RESET                             057 20 40.1
 JU1272:SPC MD       -  HARTLY RESET                             056 20 58.3
 JU1272:UTM  18      -  HARTLY RESET                             057 36 27.1
 JU1272
 JU1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3538932788(NAD 83)
 JU1272
 JU1272|---------------------------------------------------------------------|
 JU1272| PID    Reference Object                     Distance      Geod. Az  |
 JU1272|                                                           dddmmss.s |
 JU1272| CB2247 MARYDEL RM 6                         22.324 METERS 04110     |
 JU1272| JU3464 HARTLY RESET                        APPROX. 7.9 KM 0570808.0 |
 JU1272| JU3470 MARYDEL RM 4                          9.289 METERS 24740     |
 JU1272| JU1274 MARYDEL RM 2                        101.468 METERS 24843     |
 JU1272| JU1273 MARYDEL RM 1                         43.367 METERS 24925     |
 JU1272| JU1275 MARYDEL RM 3 AZIMUTH                               25612     |
 JU1272|---------------------------------------------------------------------|
 JU1272
 JU1272                          SUPERSEDED SURVEY CONTROL
 JU1272
 JU1272  NAD 83(1986)-  39 08 30.78452(N)    075 44 51.51741(W) AD(       ) 1
 JU1272  NAD 27      -  39 08 30.38580(N)    075 44 52.76090(W) AD(       ) 1
 JU1272  NAVD 88 (06/15/91)   19.952  (m)           65.46   (f) SUPERSEDED  2 0
 JU1272  NGVD 29              20.31   (m)           66.6    (f) LEVELING    3  
 JU1272  NGVD 29 (11/26/84)   20.189  (m)           66.24   (f) ADJUSTED    2 0
 JU1272
 JU1272.Superseded values are not recommended for survey control.
 JU1272
 JU1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1272.See file dsdata.pdf to determine how the superseded data were derived.
 JU1272
 JU1272_MARKER: DS = TRIANGULATION STATION DISK
 JU1272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1272_SP_SET: TOP OF STONE POST
 JU1272_STAMPING: MARYDEL 1932
 JU1272_MARK LOGO: CGS
 JU1272_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU1272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1272+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 JU1272
 JU1272  HISTORY     - Date     Condition        Report By
 JU1272  HISTORY     - 1932     MONUMENTED       CGS
 JU1272  HISTORY     - 1942     GOOD             CGS
 JU1272  HISTORY     - 1942     GOOD             CGS
 JU1272  HISTORY     - 1961     GOOD             CGS
 JU1272  HISTORY     - 1974     GOOD             NGS
 JU1272  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1272  HISTORY     - 19911001 GOOD             USGS
 JU1272  HISTORY     - 20021029 GOOD             MDSHA
 JU1272  HISTORY     - 20070420 POOR             GEOCAC
 JU1272
 JU1272                          STATION DESCRIPTION
 JU1272
 JU1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU1272'LOCATED ON MARYLAND-DELAWARE BOUNDARY LINE ABOUT 1.2 MILES
 JU1272'NE OF TEMPLEVILLE, MARYLAND, AND 0.1 MILE SE OF HIGHWAY LEADING
 JU1272'FROM TEMPLEVILLE, MARYLAND, TO HARTLY, DELAWARE, ON PROPERTY
 JU1272'OWNED AND OCCUPIED BY MR. FRED MASKE.  STATION IS MARKED BY A
 JU1272'REGULATION STATION DISK SET IN THE TOP OF SAND STONE BOUNDARY
 JU1272'MONUMENT 12 INCHES SQUARE AND ABOUT 2-1/2 OR 3 FEET ABOVE
 JU1272'GROUND.  WHEN ORIGINALLY VISITED, THIS MONUMENT WAS VERY
 JU1272'UNSTEADY, BUT OWNER STATED THAT A SURVEY WHICH HAD BEEN MADE
 JU1272'SHOWED THAT STONE WAS IN ITS CORRECT POSITION.  POSITION OF
 JU1272'STONE WAS HELD FIXED.  IT WAS THEN DUG OUT AND UNDERGROUND
 JU1272'MARK WAS SET.  THE MONUMENT WAS THEN SET IN ITS ORIGINAL
 JU1272'POSITION AND REINFORCED BY CONCRETE PLACED AROUND BASE.  IT IS
 JU1272'NOW VERY STEADY.  ON ONE FACE OF STONE, THERE IS AN M, AND
 JU1272'ON OPPOSITE FACE IS A P.  AT ONE TIME THIS PART OF DELAWARE
 JU1272'WAS PART OF PENNSYLVANIA.  STATION IS IN OPEN FIELD JUST SW OF
 JU1272'MR. MASKES HOUSE 26.2 METERS SW OF SW CORNER OF HOUSE, 15.8
 JU1272'METERS WSW OF MAPLE TREE IN FRONT OF HOUSE.
 JU1272'
 JU1272'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 JU1272'IN CONCRETE.
 JU1272'
 JU1272'REFERENCE MARK NO.1 IS SE OF STATION AT NW CORNER OF CHICKEN HOUSE.
 JU1272'
 JU1272'REFERENCE MARK NO.2 IS IN FENCE LINE ON W SIDE OF FIELD, SW
 JU1272'OF STATION, 6.7 METERS S OF 12-INCH CEDAR TREE IN FENCE LINE.
 JU1272'
 JU1272'REFERENCE MARK NO.3 IS WSW OF STATION, 6 METERS SE OF CENTER
 JU1272'LINE OF HIGHWAY, AT NE END OF ENTRANCE TO LANE, 1 METER NE OF
 JU1272'8-INCH LEANING CEDAR TREE WHICH IS THE NE GATEPOST OF GATE TO LANE.
 JU1272'
 JU1272'FROM TEMPLEVILLE, MARYLAND, TAKE PAVED ROAD TO HARTLY 1.2
 JU1272'MILES NE TO STATE LINE, THEN RIGHT OR SE 0.1 MILE TO MR. MASKES
 JU1272'HOUSE AND STATION.
 JU1272'
 JU1272'HEIGHT OF SIGNAL ABOVE STATION MARK - 34 METERS.
 JU1272
 JU1272                          STATION RECOVERY (1942)
 JU1272
 JU1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (CS)
 JU1272'THIS MARK IS ABOUT 1.2 MILES SW ALONG HIGHWAY 11 FROM THE
 JU1272'INTERSECTION AT WRIGHTS CROSSROADS, ON THE STATE LINE BETWEEN
 JU1272'DELAWARE AND MARYLAND, IN THE TOP OF A STATE-LINE MARKER, ABOUT
 JU1272'390 FEET S OF THE CENTER LINE OF HIGHWAY 11, 95.3 FEET SW OF THE
 JU1272'W CORNER OF AN UNPAINTED 2-STORY HOUSE, 78.2 FEET SOUTH OF A
 JU1272'MAPLE TREE THAT IS IN LINE WITH THE N SIDE OF THE HOUSE, 57.7
 JU1272'FEET NW OF THE MOST S OF A LINE OF MAPLE TREES, ABOUT 2.5
 JU1272'FEET HIGHER THAN GROUND.  A BRONZE TRIANGULATION STATION DISK
 JU1272'SET IN A DRILL HOLE AND STAMPED MARYDEL 1932.
 JU1272'
 JU1272'ALL THREE REFERENCE MARKS WERE RECOVERED AND USED AS BENCH
 JU1272'MARKS.  FOLLOWING IS REPORTED ON R.M. 2--THIS DISK HAS BEEN CUT
 JU1272'HALF IN TWO, THE UPPER HALF OF THE DISK HAS BEEN REMOVED.  THE
 JU1272'LOWER HALF OF THE DISK IS STILL ATTACHED TO THE SHANK AND IS
 JU1272'HELD FIRMLY IN PLACE.
 JU1272
 JU1272                          STATION RECOVERY (1942)
 JU1272
 JU1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 JU1272'1.2 MI SW FROM WRIGHTS CROSSROADS.
 JU1272'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 11 FROM THE INTERSECTION
 JU1272'OF A DIRT ROAD AT WRIGHTS CROSSROADS, KENT COUNTY, ON THE
 JU1272'DELAWARE-MARYLAND STATE LINE, IN THE TOP OF THE STATE LINE MARKER,
 JU1272'390 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 95.3 FEET
 JU1272'SOUTHWEST OF THE WEST CORNER OF A TWO STORY UNPAINTED HOUSE, 78.2
 JU1272'FEET SOUTH OF A MAPLE TREE IN LINE WITH THE NORTH SIDE OF THE
 JU1272'HOUSE, 57.7 FEET NORTHWEST OF THE SOUTHERNMOST OF A LINE OF MAPLE
 JU1272'TREES, AND 2.5 FEET ABOVE THE LEVEL OF THE GROUND.  A STANDARD
 JU1272'TRIANGULATION STATION DISK, STAMPED MARYDEL 1932.
 JU1272
 JU1272                          STATION RECOVERY (1961)
 JU1272
 JU1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU1272'THE STATION MARK, REFERENCE MARK 1,2, 3 (AZIMUTH MARK) WERE
 JU1272'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE
 JU1272'MARK 1 WAS RESET ON THIS DATE, SINCE THE HOUSE WAS ON LINE,
 JU1272'AT THE PROPERTY OWNERS REQUEST.  THE MARK WAS RESTAMPED 5.  IT
 JU1272'WAS RESET 447.674 FEET AND 136.449 METERS NORTHWEST OF THE NEW
 JU1272'STATION MARYDEL RM 4.  HALF OF THE DISK WAS FOUND BROKEN OFF OF
 JU1272'REFERENCE MARK 2.  THE STATION COULD NOT BE BUILT OVER ON
 JU1272'THIS DATE, DUE TO A POWERLINE BEING IN LINE OF A STEEL TOWER
 JU1272'BEING ERECTED.  STATION MARYDEL RM 4 WAS ESTABLISHED AND USED
 JU1272'AS A STATION ON THIS DATE.
 JU1272'
 JU1272'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTHWEST OF HARTLEY,
 JU1272'DELAWARE, 1.2 MILES NORTHEAST OF TEMPLEVILLE, MARYLAND, 65.0 FEET
 JU1272'WEST-SOUTHWEST OF CENTERLINE OF GRAVELED DRIVEWAY, 36.1 FEET
 JU1272'NORTH OF THE NORTHWEST CORNER OF A CONCRETE BLOCK FARM-HOUSE, 12.1
 JU1272'FEET NORTH OF NORTHWEST CORNER OF A STURDILY CONSTRUCTED STOVE
 JU1272'AND CONCRETE OUT-DOOR FIRE PLACE AND ON PROPERTY OWNED BY
 JU1272'MR. MASKE.  THE MONUMENT IS A 12-INCH SQUARE GRANITE STONE
 JU1272'PROJECTING ABOUT 30 INCHES ABOVE THE SURFACE OF THE GROUND
 JU1272'WITH A U.S COAST AND GEODETIC SURVEY TRIANGULATION DISK SET IN
 JU1272'ITS TOP AND CENTER, STAMPED MARYDEL 1932.  THE MONUMENT IS
 JU1272'INSCRIBED WITH THE LETTER M ON ITS WEST SIDE AND P ON ITS EAST
 JU1272'SIDE.  THE MONUMENT IS ERECT AND IN GOOD CONDITION.
 JU1272'
 JU1272'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MARYDEL
 JU1272'RM 4, DISTANCE BEING 9.289 METERS AND 30.475 FEET EAST-NORTHEAST
 JU1272'OF STATION MARYDEL RM 4.
 JU1272
 JU1272                          STATION RECOVERY (1974)
 JU1272
 JU1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JU1272'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND
 JU1272'IN GOOD CONDITION.  REFERENCE MARKS 1, 3, 4 AND 5 WERE NOT
 JU1272'FOUND.  THEY WERE REPORTED DESTROYED BY MARYLAND HIGHWAY
 JU1272'DEPARTMENT.  A NEW REFERENCE MARK 6 WAS ESTABLISHED AT THIS
 JU1272'DATE.  THERE IS NO PLACE TO SET A AZIMUTH MARK EXCEPT WITHIN
 JU1272'0.15 MILE AND REFERENCE MARK 2 IS NEARLY THAT DISTANCE.
 JU1272'
 JU1272'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU1272'
 JU1272'THE STATION IS LOCATED ON THE MARYLAND-DELAWARE LINE ABOUT 10
 JU1272'MILES WEST OF DOVER DELAWARE, 1-1/2 MILES NORTHEAST OF
 JU1272'TEMPLEVILLE AND JUST SOUTH OF STATE HIGHWAY 11.  THE PROPERTY
 JU1272'OWNERS NAME IS UNKNOWN.
 JU1272'
 JU1272'TO REACH THE STATION FROM A POINT WHERE STATE HIGHWAY 11
 JU1272'CROSSES THE MARYLAND-DELAWARE LINE, GO WEST ON STATE HIGHWAY 15
 JU1272'FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON
 JU1272'A FARM ROAD FOR 0.15 MILE TO A FARM HOUSE AND THE STATION JUST
 JU1272'NORTHWEST OF THE HOUSE AND NEAR A OUTSIDE FIREPLACE.
 JU1272'
 JU1272'THE STATION MARK IS A STANDARD DISK STAMPED MARYDEL 1932,
 JU1272'SET IN THE TOP OF A 12-INCH SQUARE MARYLAND-DELAWARE BOUNDARY
 JU1272'MONUMENT WHICH PROJECTS 18-INCHES.  IT IS 16 FEET NORTH OF THE
 JU1272'CHIMNEY OF THE FIRE PLACE, 35 FEET NORTH OF THE NORTHWEST
 JU1272'CORNER OF THE FARM HOUSE AND 65 FEET WEST OF THE FARM ROAD.
 JU1272'
 JU1272'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MARYDEL NO 2 1932,
 JU1272'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 JU1272'PROJECTS 6-INCHES.  IT IS IN A FENCE LINE ACROSS THE OPEN
 JU1272'CULTIVATED FIELD TO THE WEST OF THE STATION.  IT IS 3 FEET WEST
 JU1272'OF THE WEST EDGE OF THE CULTIVATED FIELD, 6 FEET EAST OF A SMALL
 JU1272'DITCH AND 22 FEET SOUTH OF A 14-INCH CEDAR TREE.
 JU1272'
 JU1272'REFERENCE MARK 6 IS A STANDARD DISK STAMPED MARYDEL 1932 NO 6
 JU1272'1973, CEMENTED IN A DRILL HOLE IN A LARGE CONCRETE SLAB IN THE
 JU1272'CENTER OF THE FARM LANE.  IT IS 83 FEET NORTHEAST OF THE
 JU1272'FIREPLACE CHIMNEY AND 96 FEET NORTHEAST OF THE NORTHWEST
 JU1272'CORNER OF THE FARM HOUSE.
 JU1272
 JU1272                          STATION RECOVERY (1981)
 JU1272
 JU1272'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1272'MARK NOT FOUND.
 JU1272
 JU1272                          STATION RECOVERY (1991)
 JU1272
 JU1272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1272'NOTE, THIS MARK WAS REPORTED NOT FOUND IN 1981 BY THE UNIVERSITY OF
 JU1272'DELAWARE.  THIS MARK WAS FOUND AS DESCRIBED.
 JU1272
 JU1272                          STATION RECOVERY (2002)
 JU1272
 JU1272'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2002 (SFK)
 JU1272'THE MARK IS LOCATED ABOUT 7.7 MI (12.39 KM) EAST-NORTHEAST OF
 JU1272'INGLESIDE, 6.6 MI (10.62 KM) EAST-SOUTHEAST OF SUDLERSVILLE AND 6.3 MI
 JU1272'(10.14 KM) EAST OF BARCLAY. TO REACH FROM THE INTERSECTION OF STATE
 JU1272'HIGHWAYS 302 AND 454 IN TEMPLEVILLE, GO NORTHEAST ALONG STATE HIGHWAY
 JU1272'302 FOR 1.1 MI (1.77 KM) TO A TREE LINED DRIVEWAY LEADING SOUTHEAST.
 JU1272'TURN RIGHT AND GO SOUTHEAST FOR 0.1 MI (0.16 KM) TO A 1 STORY BRICK
 JU1272'HOUSE ON THE LEFT AND THE STATION ON THE RIGHT.  THE STATION MARK IS A
 JU1272'STANDARD DISK STAMPED MARYDEL 1932, SET IN THE TOP OF A 12 INCH (30
 JU1272'CM) SQUARE MARYLAND-DELAWARE BOUNDARY MONUMENT WHICH PROJECTS 18
 JU1272'INCHES.  IT IS 16 FT (4.9 M) NORTH OF THE CHIMNEY OF A OUT-DOOR FIRE
 JU1272'PLACE, 35 FT (10.7 M) NORTH OF THE NORTHWEST CORNER OF A BLOCK FARM
 JU1272'HOUSE, AND 65 FT (19.8 M) WEST OF THE DRIVEWAY. THE STATION MARK,
 JU1272'REFERENCE MARK NO 2, REFERENCE MARK NO 4 AND REFERENCE MARK NO 6 WERE
 JU1272'RECOVERED IN GOOD CONDITION. A NEW MARYDEL AZIMUTH MARK 2 WAS
 JU1272'ESTABLISHED AT THIS TIME.
 JU1272
 JU1272                          STATION RECOVERY (2007)
 JU1272
 JU1272'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 JU1272'THE STONE ON WHICH THE STATION IS MOUNTED NOW TILTS ABOUT THREE
 JU1272'DEGREES TO THE SOUTH.  REFERENCE MARK NO. 2, REFERENCE MARK NO. 3, AND
 JU1272'AZIMUTH MARK NO. 2 FOUND GOOD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4240 ***********************************************************************
 JU4240  DESIGNATION -  BOUNDARY MON 6+1/2 DE PA
 JU4240  PID         -  JU4240
 JU4240  STATE/COUNTY-  DE/NEW CASTLE
 JU4240  COUNTRY     -  US
 JU4240  USGS QUAD   -  KENNETT SQUARE (2019)
 JU4240
 JU4240                         *CURRENT SURVEY CONTROL
 JU4240  ______________________________________________________________________
 JU4240* NAD 83(1991) POSITION- 39 47 57.81458(N) 075 42 23.93598(W)   ADJUSTED
 JU4240* NAVD 88 ORTHO HEIGHT -    99.3   (meters)      326.    (feet) VERTCON3
 JU4240  ______________________________________________________________________
 JU4240  GEOID HEIGHT    -        -32.950 (meters)                     GEOID18
 JU4240  LAPLACE CORR    -          1.49  (seconds)                    DEFLEC18
 JU4240  HORZ ORDER      -  SECOND
 JU4240
 JU4240.The horizontal coordinates were established by classical geodetic methods
 JU4240.and adjusted by the National Geodetic Survey in January 1992.
 JU4240
 JU4240.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4240
 JU4240.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4240.GEOID18 height accuracy estimate available here.
 JU4240
 JU4240.Click photographs - Photos may exist for this station.
 JU4240
 JU4240.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4240
 JU4240. The following values were computed from the NAD 83(1991) position.
 JU4240
 JU4240;                    North         East     Units Scale Factor Converg.
 JU4240;SPC DE       -   199,796.296   175,165.094   MT  1.00000259   -0 11 08.2
 JU4240;SPC DE       -   655,498.35    574,687.48   sFT  1.00000259   -0 11 08.2
 JU4240;SPC PA S     -    53,773.563   774,987.694   MT  1.00002364   +1 19 32.6
 JU4240;SPC PA S     -   176,422.10  2,542,605.46   sFT  1.00002364   +1 19 32.6
 JU4240;UTM  18      - 4,405,730.985   439,504.241   MT  0.99964505   -0 27 08.4
 JU4240
 JU4240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4240!SPC DE       -   0.99998959  x   1.00000259  =   0.99999218
 JU4240!SPC PA S     -   0.99998959  x   1.00002364  =   1.00001323
 JU4240!UTM  18      -   0.99998959  x   0.99964505  =   0.99963464
 JU4240
 JU4240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK3950405730(NAD 83)
 JU4240
 JU4240                          SUPERSEDED SURVEY CONTROL
 JU4240
 JU4240  NAD 83(1986)-  39 47 57.80919(N)    075 42 23.94427(W) AD(       ) 2
 JU4240  USSD        -  39 47 57.86000(N)    075 42 24.99000(W) AD(       ) 3
 JU4240  NGVD 29 (11/15/91)   99.6    (m)          327.     (f) VERT ANG       
 JU4240
 JU4240.Superseded values are not recommended for survey control.
 JU4240
 JU4240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4240.See file dsdata.pdf to determine how the superseded data were derived.
 JU4240
 JU4240_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4240_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU4240_SP_SET: IRREGULAR CONCRETE MASS
 JU4240_STAMPING: DE PA 6 1/2 1991
 JU4240_MARK LOGO: NGS
 JU4240_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4240
 JU4240  HISTORY     - Date     Condition        Report By
 JU4240  HISTORY     - 1991     MONUMENTED       TWT
 JU4240  HISTORY     - 20011203 GOOD             NGS
 JU4240  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU4240
 JU4240                          STATION DESCRIPTION
 JU4240
 JU4240'DESCRIBED BY TWT CONS ENG 1991
 JU4240'LOCATED IN AN OPEN FARM FIELD AT THE CORNER OF MCGOVERN ROAD AND OLD
 JU4240'WILMINGTON PIKE AND ABOUT 6.50 MILES FROM THE DELAWARE, MARYLAND AND
 JU4240'PENNSYLVANIA BOUNDARY CORNER AS MEASURED ALONG THE DELAWARE ARC AND
 JU4240'ABOUT 0.50 MILES NORTH OF HOCKESSIN.
 JU4240'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 41 AND MCGOVERN
 JU4240'ROAD, GO NORTHERLY ON MCGOVERN ROAD 0.50 MILES TO CONTROL MARK TRIG D
 JU4240'ON LEFT, 50.0 FEET SOUTH OF THE INTERSECTION OF OLD WILMINGTON PIKE,
 JU4240'GO WESTERLY 144 FEET FROM THE CONTROL MARK, ACROSS AN OPEN FARM
 JU4240'FIELD, TO STATION AS DESCRIBED.
 JU4240'STATION MARK STAMPED DE PA 6 1/2 1991 IS A STANDARD BRASS NGS
 JU4240'HORIZONTAL CONTROL DISK SET ATOP AN IRREGULAR MASS OF CONCRETE 3.3
 JU4240'FEET IN DEPTH. THE DISK IS SET 1.0 FEET BELOW THE SURFACE AND IS
 JU4240'WITNESSED BY A CARSONITE SURVEY MARKER.
 JU4240
 JU4240                          STATION RECOVERY (2001)
 JU4240
 JU4240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU4240'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU4240
 JU4240                          STATION RECOVERY (2013)
 JU4240
 JU4240'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4240'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1479 ***********************************************************************
 HU1479  DESIGNATION -  BOUNDARY MON EW 1 DE MD
 HU1479  PID         -  HU1479
 HU1479  STATE/COUNTY-  DE/SUSSEX
 HU1479  COUNTRY     -  US
 HU1479  USGS QUAD   -  ASSAWOMAN BAY (2016)
 HU1479
 HU1479                         *CURRENT SURVEY CONTROL
 HU1479  ______________________________________________________________________
 HU1479* NAD 83(1991) POSITION- 38 27 04.47887(N) 075 04 11.23566(W)   NO CHECK
 HU1479* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) VERTCON3
 HU1479  ______________________________________________________________________
 HU1479  GEOID HEIGHT    -        -35.917 (meters)                     GEOID18
 HU1479  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 HU1479  HORZ ORDER      -  THIRD
 HU1479
 HU1479.The horizontal coordinates were established by classical geodetic methods
 HU1479.and adjusted by the National Geodetic Survey in January 1992.
 HU1479
 HU1479.No horizontal observational check was made to the station.
 HU1479
 HU1479.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1479
 HU1479.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1479.GEOID18 height accuracy estimate available here.
 HU1479
 HU1479.Click photographs - Photos may exist for this station.
 HU1479
 HU1479.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1479
 HU1479. The following values were computed from the NAD 83(1991) position.
 HU1479
 HU1479;                    North         East     Units Scale Factor Converg.
 HU1479;SPC DE       -    50,145.186   230,279.491   MT  1.00000629   +0 12 56.5
 HU1479;SPC DE       -   164,518.00    755,508.63   sFT  1.00000629   +0 12 56.5
 HU1479;SPC MD       -    88,872.485   568,474.794   MT  0.99997713   +1 12 41.3
 HU1479;SPC MD       -   291,575.81  1,865,071.05   sFT  0.99997713   +1 12 41.3
 HU1479;UTM  18      - 4,255,885.728   493,910.562   MT  0.99960046   -0 02 36.2
 HU1479
 HU1479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1479!SPC DE       -   1.00000552  x   1.00000629  =   1.00001181
 HU1479!SPC MD       -   1.00000552  x   0.99997713  =   0.99998265
 HU1479!UTM  18      -   1.00000552  x   0.99960046  =   0.99960597
 HU1479
 HU1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9391055885(NAD 83)
 HU1479
 HU1479                          SUPERSEDED SURVEY CONTROL
 HU1479
 HU1479  NAD 83(1986)-  38 27 04.46046(N)    075 04 11.25923(W) AD(       ) 3
 HU1479  NAD 27      -  38 27 04.05125(N)    075 04 12.60460(W) AD(       ) 3
 HU1479  NGVD 29 (07/19/86)    1.     (m)            3.     (f) VERT ANG       
 HU1479
 HU1479.Superseded values are not recommended for survey control.
 HU1479
 HU1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1479.See file dsdata.pdf to determine how the superseded data were derived.
 HU1479
 HU1479_MARKER: DU = BOUNDARY MARKER
 HU1479_SETTING: 0 = UNSPECIFIED SETTING
 HU1479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1479
 HU1479  HISTORY     - Date     Condition        Report By
 HU1479  HISTORY     - 1976     MONUMENTED       NGS
 HU1479
 HU1479                          STATION DESCRIPTION
 HU1479
 HU1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1479'THE POSITION OF THIS MONUMENT WAS FOUND TO BE IN AN EAST-WEST
 HU1479'ROAD.  THE MONUMENT WAS PLACED BELOW A 24-INCH ROUND MANHOLE IN THE
 HU1479'ROAD.
 HU1479'
 HU1479'IT IS LOCATED 3 MILES NORTH OF OCEAN CITY, 3/4 MILE WEST OF
 HU1479'FENWICK ISLAND, AND JUST EAST OF A WATERWAY.  IT IS ON ROAD
 HU1479'RIGHT-OF-WAY.
 HU1479'
 HU1479'TO REACH FROM THE INTERSECTION OF DELAWARE STATE HIGHWAYS 54 AND
 HU1479'14 IN FENWICK ISLAND, GO WEST ON STATE HIGHWAY 54 FOR 0.75 MILE TO
 HU1479'A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON JEFFERSON AVENUE FOR
 HU1479'0.1 MILE TO HAYES AVENUE.  TURN RIGHT, GO WEST ON HAYES AVENUE FOR
 HU1479'0.15 MILE TO THE MANHOLE AND THE MONUMENT UNDER THE ROAD.
 HU1479'
 HU1479'THE SURFACE MARK IS A MARYLAND-DELAWARE BOUNDARY DISK STAMPED
 HU1479'E-W NO. 1 1976, SET IN THE TOP OF A 12-INCH MONUMENT WHICH IS
 HU1479'20-INCHES BELOW THE TOP OF THE MANHOLE.  THE SUB-SURFACE MARKER IS
 HU1479'A NATIONAL GEODETIC SURVEY TRIANGULATION STATION DISK STAMPED E-W
 HU1479'NO. 1 1976, SET IN AN 8-INCH MASS OF CONCRETE WHICH IS 48 INCHES
 HU1479'BELOW THE SURFACE OF THE ROAD.  THEY ARE 49 FEET SOUTH OF THE
 HU1479'SOUTHWEST CORNER OF PORCH OF FIRST HOUSE TO THE NORTH, 22 FEET
 HU1479'NORTH OF A WITNESS POST, 21 FEET SOUTH-SOUTHEAST OF A
 HU1479'POWERLINE POLE NUMBERED 15, AND 1 FOOT SOUTH OF THE CENTER OF
 HU1479'THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2586 ***********************************************************************
 HU2586  DESIGNATION -  BOUNDARY MON EW 11 DE MD RESET
 HU2586  PID         -  HU2586
 HU2586  STATE/COUNTY-  DE/SUSSEX
 HU2586  COUNTRY     -  US
 HU2586  USGS QUAD   -  WHALEYVILLE (2016)
 HU2586
 HU2586                         *CURRENT SURVEY CONTROL
 HU2586  ______________________________________________________________________
 HU2586* NAD 83(1991) POSITION- 38 27 05.00091(N) 075 15 10.85610(W)   NO CHECK
 HU2586* NAVD 88 ORTHO HEIGHT -    11.8   (meters)       39.    (feet) VERTCON3
 HU2586  ______________________________________________________________________
 HU2586  GEOID HEIGHT    -        -35.862 (meters)                     GEOID18
 HU2586  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 HU2586  HORZ ORDER      -  THIRD
 HU2586
 HU2586.The horizontal coordinates were established by classical geodetic methods
 HU2586.and adjusted by the National Geodetic Survey in January 1992.
 HU2586
 HU2586.No horizontal observational check was made to the station.
 HU2586
 HU2586.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2586
 HU2586.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2586.GEOID18 height accuracy estimate available here.
 HU2586
 HU2586.Click photographs - Photos may exist for this station.
 HU2586
 HU2586.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2586
 HU2586. The following values were computed from the NAD 83(1991) position.
 HU2586
 HU2586;                    North         East     Units Scale Factor Converg.
 HU2586;SPC DE       -    50,116.971   214,285.259   MT  0.99999751   +0 06 06.4
 HU2586;SPC DE       -   164,425.43    703,034.22   sFT  0.99999751   +0 06 06.4
 HU2586;SPC MD       -    88,566.476   552,483.853   MT  0.99997711   +1 05 47.3
 HU2586;SPC MD       -   290,571.85  1,812,607.44   sFT  0.99997711   +1 05 47.3
 HU2586;UTM  18      - 4,255,929.826   477,922.743   MT  0.99960600   -0 09 26.4
 HU2586
 HU2586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2586!SPC DE       -   1.00000378  x   0.99999751  =   1.00000129
 HU2586!SPC MD       -   1.00000378  x   0.99997711  =   0.99998089
 HU2586!UTM  18      -   1.00000378  x   0.99960600  =   0.99960978
 HU2586
 HU2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7792255929(NAD 83)
 HU2586
 HU2586                          SUPERSEDED SURVEY CONTROL
 HU2586
 HU2586  NAD 83(1986)-  38 27 04.98610(N)    075 15 10.87966(W) AD(       ) 3
 HU2586  NAD 27      -  38 27 04.57441(N)    075 15 12.19806(W) AD(       ) 3
 HU2586
 HU2586.Superseded values are not recommended for survey control.
 HU2586
 HU2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2586.See file dsdata.pdf to determine how the superseded data were derived.
 HU2586
 HU2586_MARKER: DU = BOUNDARY MARKER
 HU2586_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HU2586_SP_SET: IRREGULAR CONCRETE MASS
 HU2586_STAMPING: E-W NO 11 1976 1986
 HU2586_MARK LOGO: NGS
 HU2586_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2586+STABILITY: SURFACE MOTION
 HU2586
 HU2586  HISTORY     - Date     Condition        Report By
 HU2586  HISTORY     - 1986     MONUMENTED       NGS
 HU2586
 HU2586                          STATION DESCRIPTION
 HU2586
 HU2586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 HU2586'THE MARK IS LOCATED 1 MILE WEST OF SELBYVILLE, 17-1/2 MILES EAST
 HU2586'OF DELMAR AND AT A T-INTERSECTION OF THE ROADS.  THE PROPERTY IS
 HU2586'OWNED BY MR. DONALD HUDSON, ROUTE 2, SELBYVILLE, DELAWARE.
 HU2586'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 113 AND STATE
 HU2586'HIGHWAY 54 IN SELBYVILLE, GO SOUTH ON STATE HIGHWAY 113 FOR 0.85
 HU2586'MILE TO A SIDE ROAD RIGHT AT THE STATE LINE.  TURN RIGHT AND GO
 HU2586'WEST ON MORRIS ROAD FOR 1.25 MILES TO A SIDE ROAD RIGHT.  TURN
 HU2586'RIGHT AND GO NORTH ON A DIRT ROAD FOR 0.3 MILE TO A
 HU2586'T-INTERSECTION AND THE MARK ON THE LEFT.
 HU2586'THE SURFACE MARK IS A MARYLAND-DELAWARE BOUNDARY DISK STAMPED E-W
 HU2586'NO. 11 1976 1986, SET IN THE TOP OF A 20 X 30 INCH MASS OF CONCRETE
 HU2586'WHICH IS 6 FEET DEEP AND IT PROJECTS FLUSH WITH THE SURFACE.  IT IS
 HU2586'44 FEET WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 35 FEET NORTH
 HU2586'OF A WITNESS POST, 27 FEET WEST-SOUTHWEST OF A CULVERT, 15.5 FEET
 HU2586'WEST OF A 30-INCH TREE, 14 FEET NORTH OF THE CENTER OF THE E-W
 HU2586'ROAD, AND 1 FOOT EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1636 ***********************************************************************
 HU1636  DESIGNATION -  BOUNDARY MON EW 12 DE MD
 HU1636  PID         -  HU1636
 HU1636  STATE/COUNTY-  DE/SUSSEX
 HU1636  COUNTRY     -  US
 HU1636  USGS QUAD   -  WHALEYVILLE (2016)
 HU1636
 HU1636                         *CURRENT SURVEY CONTROL
 HU1636  ______________________________________________________________________
 HU1636* NAD 83(1991) POSITION- 38 27 05.37821(N) 075 16 00.31613(W)   NO CHECK
 HU1636* NAVD 88 ORTHO HEIGHT -    12.    (meters)       39.    (feet) VERTCON3
 HU1636  ______________________________________________________________________
 HU1636  GEOID HEIGHT    -        -35.859 (meters)                     GEOID18
 HU1636  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 HU1636  HORZ ORDER      -  THIRD
 HU1636
 HU1636.The horizontal coordinates were established by classical geodetic methods
 HU1636.and adjusted by the National Geodetic Survey in January 1992.
 HU1636
 HU1636.No horizontal observational check was made to the station.
 HU1636
 HU1636.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1636
 HU1636.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1636.GEOID18 height accuracy estimate available here.
 HU1636
 HU1636.Click photographs - Photos may exist for this station.
 HU1636
 HU1636.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1636
 HU1636. The following values were computed from the NAD 83(1991) position.
 HU1636
 HU1636;                    North         East     Units Scale Factor Converg.
 HU1636;SPC DE       -    50,126.564   213,085.958   MT  0.99999711   +0 05 35.6
 HU1636;SPC DE       -   164,456.90    699,099.51   sFT  0.99999711   +0 05 35.6
 HU1636;SPC MD       -    88,555.249   551,284.590   MT  0.99997710   +1 05 16.2
 HU1636;SPC MD       -   290,535.01  1,808,672.86   sFT  0.99997710   +1 05 16.2
 HU1636;UTM  18      - 4,255,944.836   476,723.966   MT  0.99960667   -0 09 57.2
 HU1636
 HU1636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1636!SPC DE       -   1.00000378  x   0.99999711  =   1.00000089
 HU1636!SPC MD       -   1.00000378  x   0.99997710  =   0.99998088
 HU1636!UTM  18      -   1.00000378  x   0.99960667  =   0.99961045
 HU1636
 HU1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7672355944(NAD 83)
 HU1636
 HU1636                          SUPERSEDED SURVEY CONTROL
 HU1636
 HU1636  NAD 83(1986)-  38 27 05.36368(N)    075 16 00.33969(W) AD(       ) 3
 HU1636  NAD 27      -  38 27 04.95382(N)    075 16 01.64594(W) AD(       ) 3
 HU1636  NGVD 29 (07/19/86)   12.     (m)           39.     (f) VERT ANG       
 HU1636
 HU1636.Superseded values are not recommended for survey control.
 HU1636
 HU1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1636.See file dsdata.pdf to determine how the superseded data were derived.
 HU1636
 HU1636_MARKER: DU = BOUNDARY MARKER
 HU1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1636+STABILITY: SURFACE MOTION
 HU1636
 HU1636  HISTORY     - Date     Condition        Report By
 HU1636  HISTORY     - 1976     MONUMENTED       NGS
 HU1636
 HU1636                          STATION DESCRIPTION
 HU1636
 HU1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1636'THE COMPUTED POSITION OF THIS MONUMENT WAS FOUND TO BE IN A
 HU1636'SWAMP.  IT WAS RELOCATED TO THE EAST AND IN A MUCH SAFER LOCATION.
 HU1636'
 HU1636'THE MARK IS LOCATED 16 MILES EAST OF DELMAR, 2-1/2 MILES WEST OF
 HU1636'SELBYVILLE, AND ABOUT 2 MILES SOUTH OF STATE HIGHWAY 54.  THE
 HU1636'PROPERTY IS OWNED BY MR. JOHN R. DAVIS OF SELBYVILLE, DELAWARE.
 HU1636'
 HU1636'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 113 AND STATE
 HU1636'HIGHWAY 54 IN SELBYVILLE, GO WEST ON STATE HIGHWAY FOR 0.2 MILE
 HU1636'TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR
 HU1636'0.2 MILE TO A CROSSROADS.  CONTINUE SOUTH ON THE PAVED ROAD FOR
 HU1636'0.1 MILE TO A CROSSROADS JUST NORTH OF A SMALL BRIDGE.  CONTINUE
 HU1636'STRAIGHT AHEAD AND GO SOUTHWEST ON THE PAVED ROAD CROSSING
 HU1636'THE BRIDGE FOR 0.95 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 HU1636'AND GO WEST ON A DIRT ROAD FOR 0.7 MILE TO AN OLD HOUSE.  BEAR
 HU1636'LEFT AND GO SOUTHWEST ACROSS A CULTIVATED FIELD FOR 1/4 MILE
 HU1636'TO THE MARKER.  THE SURFACE MARKER IS A MARYLAND-DELAWARE BOUNDARY
 HU1636'DISK STAMPED E-W NO. 12 1976, SET IN THE TOP OF A 10-INCH
 HU1636'ROUND CONCRETE MONUMENT PROJECTING 8-INCHES.  IT IS 42 FEET
 HU1636'SOUTH OF THE SOUTH EDGE OF THE CULTIVATED FIELD, 21 FEET SOUTH OF
 HU1636'A E-W DITCH, 8 FEET SOUTH-SOUTHWEST OF A 14-INCH PINE
 HU1636'TREE WITH A TRIANGLE BLAZE, AND 2.6 FEET NORTH-NORTHWEST OF A
 HU1636'WITNESS POST.  THE SUB-SURFACE MARKER IS A NATIONAL GEODETIC
 HU1636'SURVEY TRIANGULATION STATION DISK SET IN AN 8-INCH MASS OF
 HU1636'CONCRETE 42 INCHES BELOW THE SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1671 ***********************************************************************
 HU1671  DESIGNATION -  BOUNDARY MON EW 13 DE MD
 HU1671  PID         -  HU1671
 HU1671  STATE/COUNTY-  DE/SUSSEX
 HU1671  COUNTRY     -  US
 HU1671  USGS QUAD   -  WHALEYVILLE (2016)
 HU1671
 HU1671                         *CURRENT SURVEY CONTROL
 HU1671  ______________________________________________________________________
 HU1671* NAD 83(1991) POSITION- 38 27 05.98641(N) 075 17 20.71793(W)   NO CHECK
 HU1671* NAVD 88 ORTHO HEIGHT -    11.    (meters)       36.    (feet) VERTCON3
 HU1671  ______________________________________________________________________
 HU1671  GEOID HEIGHT    -        -35.855 (meters)                     GEOID18
 HU1671  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 HU1671  HORZ ORDER      -  THIRD
 HU1671
 HU1671.The horizontal coordinates were established by classical geodetic methods
 HU1671.and adjusted by the National Geodetic Survey in January 1992.
 HU1671
 HU1671.No horizontal observational check was made to the station.
 HU1671
 HU1671.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1671
 HU1671.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1671.GEOID18 height accuracy estimate available here.
 HU1671
 HU1671.Click photographs - Photos may exist for this station.
 HU1671
 HU1671.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1671
 HU1671. The following values were computed from the NAD 83(1991) position.
 HU1671
 HU1671;                    North         East     Units Scale Factor Converg.
 HU1671;SPC DE       -    50,142.382   211,136.393   MT  0.99999653   +0 04 45.6
 HU1671;SPC DE       -   164,508.80    692,703.32   sFT  0.99999653   +0 04 45.6
 HU1671;SPC MD       -    88,537.225   549,335.082   MT  0.99997708   +1 04 25.8
 HU1671;SPC MD       -   290,475.88  1,802,276.85   sFT  0.99997708   +1 04 25.8
 HU1671;UTM  18      - 4,255,969.461   474,775.252   MT  0.99960784   -0 10 47.2
 HU1671
 HU1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1671!SPC DE       -   1.00000394  x   0.99999653  =   1.00000047
 HU1671!SPC MD       -   1.00000394  x   0.99997708  =   0.99998102
 HU1671!UTM  18      -   1.00000394  x   0.99960784  =   0.99961178
 HU1671
 HU1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7477555969(NAD 83)
 HU1671
 HU1671                          SUPERSEDED SURVEY CONTROL
 HU1671
 HU1671  NAD 83(1986)-  38 27 05.97241(N)    075 17 20.74147(W) AD(       ) 3
 HU1671  NAD 27      -  38 27 05.55946(N)    075 17 22.05500(W) AD(       ) 3
 HU1671  NGVD 29 (07/19/86)   11.     (m)           36.     (f) VERT ANG       
 HU1671
 HU1671.Superseded values are not recommended for survey control.
 HU1671
 HU1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1671.See file dsdata.pdf to determine how the superseded data were derived.
 HU1671
 HU1671_MARKER: DU = BOUNDARY MARKER
 HU1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1671+STABILITY: SURFACE MOTION
 HU1671
 HU1671  HISTORY     - Date     Condition        Report By
 HU1671  HISTORY     - 1976     MONUMENTED       NGS
 HU1671
 HU1671                          STATION DESCRIPTION
 HU1671
 HU1671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1671'THE COMPUTED POSITION OF THIS BOUNDARY MONUMENT WAS FOUND TO BE IN
 HU1671'A DRAINAGE DITCH.  IT WAS RELOCATED ABOUT 2.8 FEET TO THE WEST AND
 HU1671'OUT OF THE DITCH.
 HU1671'
 HU1671'THE MARKER IS LOCATED 3 MILES WEST OF SELBYVILLE, 15 MILES EAST OF
 HU1671'DELMAR AND ON PROPERTY LEASED BY MR. CLIFTON MURRAY, SELBYVILLE,
 HU1671'DELAWARE, TELEPHONE NUMBER (302) 436-5579.
 HU1671'
 HU1671'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 113 AND STATE
 HU1671'HIGHWAY 54 IN SELBYVILLE, GO SOUTH ON U.S. HIGHWAY 113 FOR 0.85
 HU1671'MILE TO A SIDE ROAD RIGHT AT THE STATE LINE.  TURN RIGHT AND GO
 HU1671'WEST ON MORRIS ROAD FOR 1.95 MILES TO A T-INTERSECTION.  TURN
 HU1671'RIGHT AND GO NORTHWEST ON A PAVED ROAD FOR 1.4 MILES TO A FIELD
 HU1671'ROAD ON THE RIGHT AT A POINT WHERE THE MAIN ROAD CURVES TO THE
 HU1671'WEST.  TURN RIGHT AND GO NORTHEAST ON THE FIELD ROAD FOR 0.1
 HU1671'MILE TO A SIDE FIELD ROAD LEFT.  TURN LEFT AND GO NORTHWEST ON
 HU1671'THE FIELD ROAD FOR 0.1 MILE TO A SIDE FIELD ROAD RIGHT.
 HU1671'TURN RIGHT AND GO NORTHEAST ON THE FIELD ROAD FOR 0.05 MILE TO A
 HU1671'T-INTERSECTION IN THE DRAINAGE DITCH ON THE RIGHT AND THE
 HU1671'MARKER ON THE RIGHT.
 HU1671'
 HU1671'THE SURFACE MARK IS A MARYLAND-DELAWARE BOUNDARY DISK STAMPED
 HU1671'E-W NO. 13 1976, SET IN THE TOP OF A 10-INCH ROUND CONCRETE
 HU1671'MONUMENT PROJECTING 1-INCH.  THE SUB-SURFACE MARKER IS A STANDARD
 HU1671'NATIONAL GEODETIC SURVEY TRIANGULATION STATION DISK STAMPED E-W
 HU1671'NO. 13 1976, SET IN AN 8-INCH MASS OF CONCRETE 42 INCHES BELOW
 HU1671'THE SURFACE.  THEY ARE 14.1 FEET NORTHEAST OF STEEN RM 1 1974, 11
 HU1671'FEET SOUTH-SOUTHWEST OF THE T-INTERSECTION IN THE DITCHES, 5 FEET
 HU1671'EAST-NORTHEAST OF THE NORTH-SOUTH DITCH, 2 FEET EAST OF THE
 HU1671'CENTER OF THE CENTER OF THE FIELD ROAD, AND 1 FOOT NORTHWEST OF A
 HU1671'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1643 ***********************************************************************
 HU1643  DESIGNATION -  BOUNDARY MON EW 14 DE MD
 HU1643  PID         -  HU1643
 HU1643  STATE/COUNTY-  DE/SUSSEX
 HU1643  COUNTRY     -  US
 HU1643  USGS QUAD   -  WHALEYVILLE (2016)
 HU1643
 HU1643                         *CURRENT SURVEY CONTROL
 HU1643  ______________________________________________________________________
 HU1643* NAD 83(1991) POSITION- 38 27 06.61463(N) 075 18 46.66642(W)   NO CHECK
 HU1643* NAVD 88 ORTHO HEIGHT -    11.    (meters)       36.    (feet) VERTCON3
 HU1643  ______________________________________________________________________
 HU1643  GEOID HEIGHT    -        -35.849 (meters)                     GEOID18
 HU1643  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 HU1643  HORZ ORDER      -  THIRD
 HU1643
 HU1643.The horizontal coordinates were established by classical geodetic methods
 HU1643.and adjusted by the National Geodetic Survey in January 1992.
 HU1643
 HU1643.No horizontal observational check was made to the station.
 HU1643
 HU1643.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1643
 HU1643.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1643.GEOID18 height accuracy estimate available here.
 HU1643
 HU1643.Click photographs - Photos may exist for this station.
 HU1643
 HU1643.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1643
 HU1643. The following values were computed from the NAD 83(1991) position.
 HU1643
 HU1643;                    North         East     Units Scale Factor Converg.
 HU1643;SPC DE       -    50,159.137   209,052.343   MT  0.99999601   +0 03 52.2
 HU1643;SPC DE       -   164,563.77    685,865.90   sFT  0.99999601   +0 03 52.2
 HU1643;SPC MD       -    88,517.809   547,251.096   MT  0.99997706   +1 03 31.8
 HU1643;SPC MD       -   290,412.18  1,795,439.64   sFT  0.99997706   +1 03 31.8
 HU1643;UTM  18      - 4,255,995.630   472,692.108   MT  0.99960918   -0 11 40.6
 HU1643
 HU1643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1643!SPC DE       -   1.00000394  x   0.99999601  =   0.99999995
 HU1643!SPC MD       -   1.00000394  x   0.99997706  =   0.99998100
 HU1643!UTM  18      -   1.00000394  x   0.99960918  =   0.99961312
 HU1643
 HU1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7269255995(NAD 83)
 HU1643
 HU1643                          SUPERSEDED SURVEY CONTROL
 HU1643
 HU1643  NAD 83(1986)-  38 27 06.60112(N)    075 18 46.68997(W) AD(       ) 3
 HU1643  NAD 27      -  38 27 06.18771(N)    075 18 48.00031(W) AD(       ) 3
 HU1643  NGVD 29 (07/19/86)   11.     (m)           36.     (f) VERT ANG       
 HU1643
 HU1643.Superseded values are not recommended for survey control.
 HU1643
 HU1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1643.See file dsdata.pdf to determine how the superseded data were derived.
 HU1643
 HU1643_MARKER: DD = SURVEY DISK
 HU1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1643
 HU1643  HISTORY     - Date     Condition        Report By
 HU1643  HISTORY     - 1977     MONUMENTED       NGS
 HU1643
 HU1643                          STATION DESCRIPTION
 HU1643
 HU1643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 HU1643'THE MONUMENT IS LOCATED 4 MILES WEST OF SELBYVILLE, 3 MILES
 HU1643'SOUTHEAST OF GUMBORO AND IN THE SOUTHERN PART OF THE CYPRESS
 HU1643'WILDLIFE AREA.
 HU1643'
 HU1643'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 113, AND STATE
 HU1643'HIGHWAY 54 IN SELBYVILLE, GO SOUTH ON U.S. HIGHWAY 113 FOR 0.85
 HU1643'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, GO WEST ON MORRIS ROAD
 HU1643'FOR 1.95 MILES TO A T-INTERSECTION.  TURN RIGHT, GO NORTH AND
 HU1643'WEST ON A PAVED ROAD FOR 1.9 MILE TO A SIDE ROAD RIGHT.  TURN
 HU1643'RIGHT AND GO NORTH ON A DIRT ROAD FOR 1.3 MILE TO A BRIDGE AND
 HU1643'WHERE THE ROAD CURVES WEST.  CROSS THE BRIDGE, TURN LEFT AND GO
 HU1643'WEST ON DIRT ROAD FOR 0.1 MILE TO STATION CYPRESS ON THE RIGHT
 HU1643'AND END OF TRUCK TRAVEL.  PACK NORTH THROUGH THE SWAMP FOR
 HU1643'700 METERS TO MARKER.
 HU1643'
 HU1643'THE SURFACE MARK IS A MARYLAND-DELAWARE BOUNDARY DISK STAMPED E-W
 HU1643'NO. 14 1976, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 HU1643'WHICH PROJECTS 4-INCHES.  THERE IS NO WAY POSSIBLE TO SET A
 HU1643'SUB-SURFACE DISK.  THERE WAS TOO MUCH WATER AT THIS TIME.  A
 HU1643'MAGNET WAS PLACED IN THE MONUMENT.  IT IS 11.5 FEET
 HU1643'SOUTH-SOUTHEAST OF A 24-INCH MAPLE TREE AND 3.2 FEET SOUTH OF A
 HU1643'WITNESS POST.
 HU1643'
 HU1643'FOR ADDITIONAL INFORMATION, SEE DESCRIPTION FOR TRIANGULATION
 HU1643'STATION CYPRESS 1974.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1656 ***********************************************************************
 HU1656  DESIGNATION -  BOUNDARY MON EW 15 DE MD
 HU1656  PID         -  HU1656
 HU1656  STATE/COUNTY-  DE/SUSSEX
 HU1656  COUNTRY     -  US
 HU1656  USGS QUAD   -  WHALEYVILLE (2016)
 HU1656
 HU1656                         *CURRENT SURVEY CONTROL
 HU1656  ______________________________________________________________________
 HU1656* NAD 83(1991) POSITION- 38 27 07.08978(N) 075 19 53.28805(W)   NO CHECK
 HU1656* NAVD 88 ORTHO HEIGHT -    11.    (meters)       36.    (feet) VERTCON3
 HU1656  ______________________________________________________________________
 HU1656  GEOID HEIGHT    -        -35.846 (meters)                     GEOID18
 HU1656  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 HU1656  HORZ ORDER      -  THIRD
 HU1656
 HU1656.The horizontal coordinates were established by classical geodetic methods
 HU1656.and adjusted by the National Geodetic Survey in January 1992.
 HU1656
 HU1656.No horizontal observational check was made to the station.
 HU1656
 HU1656.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1656
 HU1656.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1656.GEOID18 height accuracy estimate available here.
 HU1656
 HU1656.Click photographs - Photos may exist for this station.
 HU1656
 HU1656.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1656
 HU1656. The following values were computed from the NAD 83(1991) position.
 HU1656
 HU1656;                    North         East     Units Scale Factor Converg.
 HU1656;SPC DE       -    50,172.132   207,436.933   MT  0.99999568   +0 03 10.7
 HU1656;SPC DE       -   164,606.40    680,566.00   sFT  0.99999568   +0 03 10.7
 HU1656;SPC MD       -    88,502.771   545,635.734   MT  0.99997704   +1 02 50.0
 HU1656;SPC MD       -   290,362.84  1,790,139.90   sFT  0.99997704   +1 02 50.0
 HU1656;UTM  18      - 4,256,015.923   471,077.396   MT  0.99961030   -0 12 22.1
 HU1656
 HU1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1656!SPC DE       -   1.00000394  x   0.99999568  =   0.99999962
 HU1656!SPC MD       -   1.00000394  x   0.99997704  =   0.99998098
 HU1656!UTM  18      -   1.00000394  x   0.99961030  =   0.99961424
 HU1656
 HU1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7107756015(NAD 83)
 HU1656
 HU1656                          SUPERSEDED SURVEY CONTROL
 HU1656
 HU1656  NAD 83(1986)-  38 27 07.07667(N)    075 19 53.31151(W) AD(       ) 3
 HU1656  NAD 27      -  38 27 06.66364(N)    075 19 54.61840(W) AD(       ) 3
 HU1656  NGVD 29 (07/19/86)   11.     (m)           36.     (f) VERT ANG       
 HU1656
 HU1656.Superseded values are not recommended for survey control.
 HU1656
 HU1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1656.See file dsdata.pdf to determine how the superseded data were derived.
 HU1656
 HU1656_MARKER: DD = SURVEY DISK
 HU1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1656+STABILITY: SURFACE MOTION
 HU1656
 HU1656  HISTORY     - Date     Condition        Report By
 HU1656  HISTORY     - 1976     MONUMENTED       NGS
 HU1656
 HU1656                          STATION DESCRIPTION
 HU1656
 HU1656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1656'THE COMPUTED POSITION OF THIS MARKER WAS FOUND TO BE IN A
 HU1656'NORTH-SOUTH ROAD.  IT WAS RELOCATED 26.73 FEET TO THE WEST AND OUT
 HU1656'OF TRAVELED AREA OF THE ROAD.
 HU1656'
 HU1656'THE MARK IS LOCATED IN THE NORTH EDGE OF THE CYPRESS SWAMP ABOUT
 HU1656'5 MILES WEST OF SELBYVILLE, 1-1/2 MILES EAST OF THE BETHEL CHURCH
 HU1656'AND ON ROAD RIGHT-OF-WAY.
 HU1656'
 HU1656'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 113 AND STATE
 HU1656'HIGHWAY 54 IN SELBYVILLE, GO SOUTH ON U.S. HIGHWAY 113 FOR 0.85
 HU1656'MILE TO A SIDE ROAD RIGHT AT THE STATE LINE.  TURN RIGHT AND GO
 HU1656'WEST ON MORRIS ROAD FOR 1.95 MILES TO A T-INTERSECTION.  TURN
 HU1656'RIGHT AND GO NORTHWEST ON A PAVED ROAD FOR 1.9 MILES TO A SIDE
 HU1656'ROAD RIGHT.  TURN RIGHT AND GO NORTH ON A DIRT ROAD FOR 0.7 MILE
 HU1656'TO MONUMENT NUMBER 14 ON THE RIGHT.  CONTINUE NORTHWEST AND
 HU1656'SOUTHWEST ON THE DIRT ROAD FOR 1.65 MILES TO A T-INTERSECTION IN
 HU1656'THE CYPRESS SWAMP.  TURN RIGHT AND GO NORTH ON A DIRT ROAD FOR
 HU1656'0.6 MILE TO THE MARKER ON THE LEFT AT THE NORTH EDGE OF THE
 HU1656'SWAMP.
 HU1656'
 HU1656'THE SURFACE MARK IS A MARYLAND-DELAWARE BOUNDARY DISK STAMPED E-W
 HU1656'NO. 15 1976, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT
 HU1656'PROJECTING 6-INCHES.  THE SUB-SURFACE MARKER IS A NATIONAL GEODETIC
 HU1656'SURVEY TRIANGULATION STATION DISK STAMPED E-W NO. 15 1976, SET IN
 HU1656'AN 8-INCH MASS OF CONCRETE WHICH IS 42 INCHES BELOW THE
 HU1656'SURFACE.  THEY ARE 28.75 FEET WEST-NORTHWEST OF A ROCK CORNER
 HU1656'STONE, 18 FEET NORTH OF THE NORTH EDGE OF A TIMBERED SWAMP, 12
 HU1656'FEET WEST-NORTHWEST OF THE CENTER OF THE ROAD, 9 FEET NORTH OF
 HU1656'A CULVERT, 8 FEET EAST OF A DITCH, AND 1.5 FEET NORTH OF A
 HU1656'WITNESS POST.
 HU1656'
 HU1656'FOR ADDITIONAL INFORMATION, SEE DESCRIPTION FOR STATION NECK 1974.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1663 ***********************************************************************
 HU1663  DESIGNATION -  BOUNDARY MON EW 17 DE MD
 HU1663  PID         -  HU1663
 HU1663  STATE/COUNTY-  DE/SUSSEX
 HU1663  COUNTRY     -  US
 HU1663  USGS QUAD   -  WHALEYVILLE (2016)
 HU1663
 HU1663                         *CURRENT SURVEY CONTROL
 HU1663  ______________________________________________________________________
 HU1663* NAD 83(1991) POSITION- 38 27 07.69188(N) 075 21 20.07023(W)   NO CHECK
 HU1663* NAVD 88 ORTHO HEIGHT -    12.702 (meters)       41.67  (feet) ADJUSTED
 HU1663  ______________________________________________________________________
 HU1663  GEOID HEIGHT    -        -35.841 (meters)                     GEOID18
 HU1663  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 HU1663  DYNAMIC HEIGHT  -         12.694 (meters)       41.65  (feet) COMP
 HU1663  MODELED GRAVITY -    980,013.8   (mgal)                       NAVD 88
 HU1663
 HU1663  HORZ ORDER      -  THIRD
 HU1663  VERT ORDER      -  SECOND    CLASS I
 HU1663
 HU1663.The horizontal coordinates were established by classical geodetic methods
 HU1663.and adjusted by the National Geodetic Survey in January 1992.
 HU1663
 HU1663.No horizontal observational check was made to the station.
 HU1663
 HU1663.The orthometric height was determined by differential leveling and
 HU1663.adjusted by the NATIONAL GEODETIC SURVEY
 HU1663.in June 1991.
 HU1663
 HU1663.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1663.GEOID18 height accuracy estimate available here.
 HU1663
 HU1663.Click photographs - Photos may exist for this station.
 HU1663
 HU1663.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1663
 HU1663.The dynamic height is computed by dividing the NAVD 88
 HU1663.geopotential number by the normal gravity value computed on the
 HU1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1663.degrees latitude (g = 980.6199 gals.).
 HU1663
 HU1663.The modeled gravity was interpolated from observed gravity values.
 HU1663
 HU1663. The following values were computed from the NAD 83(1991) position.
 HU1663
 HU1663;                    North         East     Units Scale Factor Converg.
 HU1663;SPC DE       -    50,189.027   205,332.688   MT  0.99999535   +0 02 16.8
 HU1663;SPC DE       -   164,661.83    673,662.33   sFT  0.99999535   +0 02 16.8
 HU1663;SPC MD       -    88,483.153   543,531.551   MT  0.99997702   +1 01 55.5
 HU1663;SPC MD       -   290,298.48  1,783,236.43   sFT  0.99997702   +1 01 55.5
 HU1663;UTM  18      - 4,256,042.324   468,974.058   MT  0.99961185   -0 13 16.0
 HU1663
 HU1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1663!SPC DE       -   1.00000363  x   0.99999535  =   0.99999898
 HU1663!SPC MD       -   1.00000363  x   0.99997702  =   0.99998065
 HU1663!UTM  18      -   1.00000363  x   0.99961185  =   0.99961548
 HU1663
 HU1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6897456042(NAD 83)
 HU1663
 HU1663                          SUPERSEDED SURVEY CONTROL
 HU1663
 HU1663  NAD 83(1986)-  38 27 07.67923(N)    075 21 20.09361(W) AD(       ) 3
 HU1663  NAD 27      -  38 27 07.26642(N)    075 21 21.39733(W) AD(       ) 3
 HU1663  NGVD 29 (06/12/91)   12.948  (m)           42.48   (f) ADJUSTED    2 1
 HU1663  NGVD 29 (07/19/86)   13.     (m)           43.     (f) VERT ANG       
 HU1663
 HU1663.Superseded values are not recommended for survey control.
 HU1663
 HU1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1663.See file dsdata.pdf to determine how the superseded data were derived.
 HU1663
 HU1663_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1663_STAMPING: E-W NO. 17 1976
 HU1663_MARK LOGO: NGS
 HU1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1663+STABILITY: SURFACE MOTION
 HU1663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1663+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2013
 HU1663
 HU1663  HISTORY     - Date     Condition        Report By
 HU1663  HISTORY     - 1976     MONUMENTED       NGS
 HU1663  HISTORY     - 1976     GOOD             NGS
 HU1663  HISTORY     - 19900301 GOOD             NGS
 HU1663  HISTORY     - 20130614 GOOD             DELCOS
 HU1663
 HU1663                          STATION DESCRIPTION
 HU1663
 HU1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1663'THE COMPUTED POSITION OF THE MONUMENT WAS FOUND TO BE DIRECTLY
 HU1663'BEHIND A LARGE BUILDING.  IT WAS MOVED TO THE EAST AND TO A MUCH
 HU1663'BETTER LOCATION.
 HU1663'
 HU1663'THE MARK IS LOCATED 14-1/2 MILES NORTHEAST OF SALISBURY, 8 MILES
 HU1663'WEST OF SELBYVILLE, AND 11-1/2 MILES EAST OF DELMAR, AND ON PROPERTY
 HU1663'OWNED BY THE BETHEL UNITED METHODIST CHURCH.
 HU1663'
 HU1663'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 13 AND STATE
 HU1663'HIGHWAY 54 IN DELMAR, GO EAST ON STATE HIGHWAY 54 FOR 9.1 MILES TO
 HU1663'JUNCTION WITH STATE HIGHWAY 26.  CONTINUE EAST ON STATE LINE ROAD
 HU1663'FOR 2.1 MILES TO A SIDE ROAD LEFT AND THE MARKER ON THE LEFT.
 HU1663'
 HU1663'THE SURFACE MARK IS A MARYLAND-DELAWARE BOUNDARY DISK STAMPED E-W
 HU1663'NO. 17 1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 HU1663'10-INCHES.  THE SUB-SURFACE MARKER IS A STANDARD NATIONAL GEODETIC
 HU1663'SURVEY TRIANGULATION STATION DISK STAMPED E-W NO. 17 1976, SET IN
 HU1663'THE TOP OF AN 8-INCH ROUND MASS OF CONCRETE WHICH IS 42-INCHES
 HU1663'BELOW THE SURFACE.  THEY ARE 91.5 FEET SOUTH OF THE SOUTHEAST
 HU1663'CORNER OF THE BETHEL UNITED METHODIST CHURCH, 86 FEET NORTH OF
 HU1663'THE CENTER OF STATE LINE ROAD, 44 FEET WEST OF THE CENTER OF A
 HU1663'PAVED ROAD, 11 FEET WEST OF THE CENTER OF A DIRT ROAD, AND 2
 HU1663'FEET SOUTHEAST OF A WITNESS POST.
 HU1663
 HU1663                          STATION RECOVERY (1976)
 HU1663
 HU1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HU1663'RECOVERED IN GOOD CONDITION.
 HU1663
 HU1663                          STATION RECOVERY (1990)
 HU1663
 HU1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU1663'7.3 KM (4.54 MI) NORTHERLY ALONG STATE HIGHWAY 353 FROM ITS JUNCTION
 HU1663'WITH STATE HIGHWAY 346 IN PITTSVILLE, THENCE 3.3 KM (2.05 MI)
 HU1663'EASTERLY ALONG MARYLAND-DELAWARE STATE LINE ROAD, 27.9 M (91.54 FT)
 HU1663'SOUTH OF THE SOUTHEAST CORNER OF THE BETHEL METHODIST CHURCH, 26.2 M
 HU1663'(85.96 FT) NORTH OF THE CENTER OF THE ROAD, 13.4 M (43.96 FT) WEST OF
 HU1663'THE CENTER OF A PAVED ROAD LEADING NORTH, 0.9 M (2.95 FT) ABOVE THE
 HU1663'LEVEL OF THE ROAD, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.1 M
 HU1663'(0.33 FT) ABOVE THE GROUND SURFACE.  NOTE--THE DISK IS CAST
 HU1663'HORIZONTAL CONTROL AND BOUNDARY MONUMENT.
 HU1663
 HU1663                          STATION RECOVERY (2013)
 HU1663
 HU1663'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU1663'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1666 ***********************************************************************
 HU1666  DESIGNATION -  BOUNDARY MON EW 18 DE MD
 HU1666  PID         -  HU1666
 HU1666  STATE/COUNTY-  DE/SUSSEX
 HU1666  COUNTRY     -  US
 HU1666  USGS QUAD   -  WHALEYVILLE (2016)
 HU1666
 HU1666                         *CURRENT SURVEY CONTROL
 HU1666  ______________________________________________________________________
 HU1666* NAD 83(1991) POSITION- 38 27 08.13966(N) 075 22 26.07885(W)   NO CHECK
 HU1666* NAVD 88 ORTHO HEIGHT -    11.802 (meters)       38.72  (feet) ADJUSTED
 HU1666  ______________________________________________________________________
 HU1666  GEOID HEIGHT    -        -35.836 (meters)                     GEOID18
 HU1666  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 HU1666  DYNAMIC HEIGHT  -         11.794 (meters)       38.69  (feet) COMP
 HU1666  MODELED GRAVITY -    980,013.4   (mgal)                       NAVD 88
 HU1666
 HU1666  HORZ ORDER      -  THIRD
 HU1666  VERT ORDER      -  SECOND    CLASS I
 HU1666
 HU1666.The horizontal coordinates were established by classical geodetic methods
 HU1666.and adjusted by the National Geodetic Survey in January 1992.
 HU1666
 HU1666.No horizontal observational check was made to the station.
 HU1666
 HU1666.The orthometric height was determined by differential leveling and
 HU1666.adjusted by the NATIONAL GEODETIC SURVEY
 HU1666.in June 1991.
 HU1666
 HU1666.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1666.GEOID18 height accuracy estimate available here.
 HU1666
 HU1666.Click photographs - Photos may exist for this station.
 HU1666
 HU1666.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1666
 HU1666.The dynamic height is computed by dividing the NAVD 88
 HU1666.geopotential number by the normal gravity value computed on the
 HU1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1666.degrees latitude (g = 980.6199 gals.).
 HU1666
 HU1666.The modeled gravity was interpolated from observed gravity values.
 HU1666
 HU1666. The following values were computed from the NAD 83(1991) position.
 HU1666
 HU1666;                    North         East     Units Scale Factor Converg.
 HU1666;SPC DE       -    50,201.932   203,732.155   MT  0.99999517   +0 01 35.7
 HU1666;SPC DE       -   164,704.17    668,411.25   sFT  0.99999517   +0 01 35.7
 HU1666;SPC MD       -    88,468.289   541,931.065   MT  0.99997700   +1 01 14.1
 HU1666;SPC MD       -   290,249.71  1,777,985.50   sFT  0.99997700   +1 01 14.1
 HU1666;UTM  18      - 4,256,062.459   467,374.213   MT  0.99961311   -0 13 57.1
 HU1666
 HU1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1666!SPC DE       -   1.00000377  x   0.99999517  =   0.99999894
 HU1666!SPC MD       -   1.00000377  x   0.99997700  =   0.99998077
 HU1666!UTM  18      -   1.00000377  x   0.99961311  =   0.99961688
 HU1666
 HU1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6737456062(NAD 83)
 HU1666
 HU1666                          SUPERSEDED SURVEY CONTROL
 HU1666
 HU1666  NAD 83(1986)-  38 27 08.12742(N)    075 22 26.10219(W) AD(       ) 3
 HU1666  NAD 27      -  38 27 07.71407(N)    075 22 27.40360(W) AD(       ) 3
 HU1666  NGVD 29 (06/12/91)   12.048  (m)           39.53   (f) ADJUSTED    2 1
 HU1666  NGVD 29 (07/19/86)   12.     (m)           39.     (f) VERT ANG       
 HU1666
 HU1666.Superseded values are not recommended for survey control.
 HU1666
 HU1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1666.See file dsdata.pdf to determine how the superseded data were derived.
 HU1666
 HU1666_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1666_STAMPING: E-W NO. 18 1976
 HU1666_MARK LOGO: NGS
 HU1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1666+STABILITY: SURFACE MOTION
 HU1666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1666+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1990
 HU1666
 HU1666  HISTORY     - Date     Condition        Report By
 HU1666  HISTORY     - 1976     MONUMENTED       NGS
 HU1666  HISTORY     - 1976     GOOD             NGS
 HU1666  HISTORY     - 19900301 GOOD             NGS
 HU1666
 HU1666                          STATION DESCRIPTION
 HU1666
 HU1666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1666'THE COMPUTED POSITION OF THIS MARKER WAS FOUND TO BE IN THE SOUTH
 HU1666'EDGE OF A CULTIVATED FIELD.  THERE WAS NO WAY TO MOVE IT EAST OR
 HU1666'WEST TO GET OUT OF THE FIELD.  MRS HAZEL MOORE GAVE PERMISSION TO
 HU1666'PLACE MARKER IN FIELD BELOW PLOW DEPTH.
 HU1666'
 HU1666'THE MARK IS LOCATED 10 MILES WEST OF DELMAR, 8 MILES EAST OF
 HU1666'SELBYVILLE, AND ON THE NORTH SIDE OF STATE LINE ROAD.  THE PROPERTY
 HU1666'IS OWNED BY MRS. HAZEL MOORE OF MILLSBORO, DELAWARE.
 HU1666'
 HU1666'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 54 AND U.S. HIGHWAY
 HU1666'13 IN DELMAR, GO EAST ON STATE HIGHWAY 54 FOR 9.05 TO A CROSSROADS
 HU1666'AND INTERSECTION WITH STATE HIGHWAY 26.  CONTINUE EAST ON STATE
 HU1666'LINE ROAD FOR 1.1 MILE TO THE MARKER ON THE LEFT, JUST NORTHEAST
 HU1666'OF A PINE TREE.
 HU1666'
 HU1666'THE SURFACE MARKER IS A MARYLAND-DELAWARE BOUNDARY DISK STAMPED
 HU1666'E-W NO. 18 1976, SET IN THE TOP OF A 20-INCH ROUND MASS OF CONCRETE
 HU1666'18 INCHES BELOW THE SURFACE OF THE GROUND.  THE SUB-SURFACE MARKER
 HU1666'IS A NATIONAL GEODETIC SURVEY TRIANGULATION STATION DISK STAMPED
 HU1666'E-W NO. 18 1976, SET IN AN 8-INCH MASS OF CONCRETE 42 INCHES
 HU1666'BELOW THE SURFACE.  THEY ARE 31 FEET NORTH OF THE CENTER OF
 HU1666'STATE LINE ROAD, 28.5 FEET NORTH-NORTHWEST OF A WITNESS POST, 20
 HU1666'FEET NORTH OF AN EAST-WEST DITCH, 15.6 FEET NORTHEAST OF A
 HU1666'10-INCH PINE TREE WITH AN IRON SPIKE DRIVEN IN THE NORTHEAST
 HU1666'SIDE, AND IN THE SOUTH EDGE OF A CULTIVATED FIELD.
 HU1666'
 HU1666'FOR ADDITIONAL INFORMATION, SEE DESCRIPTION FOR STATION NORTH FORK
 HU1666'1974.
 HU1666
 HU1666                          STATION RECOVERY (1976)
 HU1666
 HU1666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HU1666'RECOVERED IN GOOD CONDITION.
 HU1666
 HU1666                          STATION RECOVERY (1990)
 HU1666
 HU1666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU1666'7.3 KM (4.54 MI) NORTHERLY ALONG STATE HIGHWAY 353 FROM ITS JUNCTION
 HU1666'WITH STATE HIGHWAY 346 IN PITTSVILLE, THENCE 1.7 KM (1.06 MI)
 HU1666'EASTERLY ALONG MARYLAND-DELAWARE STATE LINE ROAD, 0.3 KM (0.19 MI)
 HU1666'WEST OF THE INTERSECTION OF TINGLE ROAD, 14.6 M (47.90 FT) NORTH OF
 HU1666'TRIANGULATION STATION NORTH FORK, 9.5 M (31.17 FT) NORTH OF THE ROAD
 HU1666'CENTER, 4.8 M (15.75 FT) NORTHEAST OF A 12-INCH PINE TREE, 0.6 M
 HU1666'(1.97 FT) BELOW THE LEVEL OF THE ROAD, AND IN A CONCRETE MONUMENT
 HU1666'THAT IS 0.6 M (1.97 FT) BELOW THE GROUND SURFACE.  NOTE--THE DISK IS
 HU1666'CAST HORIZONTAL CONTROL AND BOUNDARY MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1692 ***********************************************************************
 HU1692  DESIGNATION -  BOUNDARY MON EW 19 DE MD
 HU1692  PID         -  HU1692
 HU1692  STATE/COUNTY-  DE/SUSSEX
 HU1692  COUNTRY     -  US
 HU1692  USGS QUAD   -  PITTSVILLE (2016)
 HU1692
 HU1692                         *CURRENT SURVEY CONTROL
 HU1692  ______________________________________________________________________
 HU1692* NAD 83(1991) POSITION- 38 27 08.61005(N) 075 23 37.14147(W)   NO CHECK
 HU1692* NAVD 88 ORTHO HEIGHT -    14.    (meters)       46.    (feet) VERTCON3
 HU1692  ______________________________________________________________________
 HU1692  GEOID HEIGHT    -        -35.828 (meters)                     GEOID18
 HU1692  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 HU1692  HORZ ORDER      -  THIRD
 HU1692
 HU1692.The horizontal coordinates were established by classical geodetic methods
 HU1692.and adjusted by the National Geodetic Survey in January 1992.
 HU1692
 HU1692.No horizontal observational check was made to the station.
 HU1692
 HU1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1692
 HU1692.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1692.GEOID18 height accuracy estimate available here.
 HU1692
 HU1692.Click photographs - Photos may exist for this station.
 HU1692
 HU1692.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1692
 HU1692. The following values were computed from the NAD 83(1991) position.
 HU1692
 HU1692;                    North         East     Units Scale Factor Converg.
 HU1692;SPC DE       -    50,215.821   202,009.083   MT  0.99999505   +0 00 51.5
 HU1692;SPC DE       -   164,749.74    662,758.13   sFT  0.99999505   +0 00 51.5
 HU1692;SPC MD       -    88,452.287   540,208.042   MT  0.99997698   +1 00 29.5
 HU1692;SPC MD       -   290,197.21  1,772,332.55   sFT  0.99997698   +1 00 29.5
 HU1692;UTM  18      - 4,256,084.132   465,651.878   MT  0.99961453   -0 14 41.3
 HU1692
 HU1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1692!SPC DE       -   1.00000346  x   0.99999505  =   0.99999851
 HU1692!SPC MD       -   1.00000346  x   0.99997698  =   0.99998044
 HU1692!UTM  18      -   1.00000346  x   0.99961453  =   0.99961799
 HU1692
 HU1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6565156084(NAD 83)
 HU1692
 HU1692                          SUPERSEDED SURVEY CONTROL
 HU1692
 HU1692  NAD 83(1986)-  38 27 08.59827(N)    075 23 37.16482(W) AD(       ) 3
 HU1692  NAD 27      -  38 27 08.18438(N)    075 23 38.46348(W) AD(       ) 3
 HU1692  NGVD 29 (07/19/86)   14.     (m)           46.     (f) VERT ANG       
 HU1692
 HU1692.Superseded values are not recommended for survey control.
 HU1692
 HU1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1692.See file dsdata.pdf to determine how the superseded data were derived.
 HU1692
 HU1692_MARKER: DD = SURVEY DISK
 HU1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1692+STABILITY: SURFACE MOTION
 HU1692
 HU1692  HISTORY     - Date     Condition        Report By
 HU1692  HISTORY     - 1976     MONUMENTED       NGS
 HU1692
 HU1692                          STATION DESCRIPTION
 HU1692
 HU1692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1692'THE COMPUTED POSITION OF THIS MARKER WAS FOUND TO BE ON THE EDGE
 HU1692'OF STATE HIGHWAY 26.  IT WAS AGREED BY THE STATES OF MARYLAND
 HU1692'AND DELAWARE THAT IT WOULD BE THE SAFEST LOCATION TO SET THIS
 HU1692'MONUMENT.
 HU1692'
 HU1692'IT IS LOCATED 9 MILES EAST OF DELMAR, 9-1/2 MILES WEST OF
 HU1692'SELBYVILLE AND AT A POINT WHERE MARYLAND STATE HIGHWAY 353 JOINS
 HU1692'DELAWARE STATE HIGHWAYS 26 AND 54 AND CROSSES OVER THE STATE
 HU1692'BOUNDARY.  IT IS ON ROAD RIGHT-OF-WAY.
 HU1692'
 HU1692'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 13 AND STATE
 HU1692'HIGHWAY 54 IN DELMAR, GO EAST ON STATE HIGHWAY FOR 9.05 MILES TO
 HU1692'A CROSSROADS AND THE MARK ON THE NORTHEAST ANGLE OF THE
 HU1692'INTERSECTION.
 HU1692'
 HU1692'THE SURFACE MARKER IS A STANDARD MARYLAND-DELAWARE BOUNDARY DISK
 HU1692'STAMPED E-W NO. 19 1976, SET IN THE TOP OF A 12-INCH ROUND
 HU1692'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE.  THE SUB-SURFACE
 HU1692'MARKER IS A STANDARD NATIONAL GEODETIC SURVEY TRIANGULATION DISK
 HU1692'STAMPED E-W NO. 19 1976, SET IN A 8-INCH MASS OF CONCRETE 42
 HU1692'INCHES BELOW THE SURFACE.  THEY ARE 93 FEET NORTH CENTER OF
 HU1692'BETHEL ROAD, 55 FEET NORTHWEST OF SIGN BETHEL CHURCH, 50 FEET
 HU1692'EAST OF TELEPHONE POLE NUMBERED KA-75.  18 FEET EAST OF CENTER
 HU1692'LINE OF STATE HIGHWAY 26, 7.5 FEET WEST OF SIGN EAST 26, 5.2
 HU1692'FEET WEST OF A WITNESS POST.
 HU1692'
 HU1692'FOR ADDITIONAL INFORMATION, SEE DESCRIPTION FOR TRIANGULATION
 HU1692'STATION GUMBORO 1974.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1465 ***********************************************************************
 HU1465  DESIGNATION -  BOUNDARY MON EW 2 DE MD
 HU1465  PID         -  HU1465
 HU1465  STATE/COUNTY-  DE/SUSSEX
 HU1465  COUNTRY     -  US
 HU1465  USGS QUAD   -  ASSAWOMAN BAY (2016)
 HU1465
 HU1465                         *CURRENT SURVEY CONTROL
 HU1465  ______________________________________________________________________
 HU1465* NAD 83(1991) POSITION- 38 27 04.43759(N) 075 05 09.25071(W)   NO CHECK
 HU1465* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) VERTCON3
 HU1465  ______________________________________________________________________
 HU1465  GEOID HEIGHT    -        -35.909 (meters)                     GEOID18
 HU1465  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 HU1465  HORZ ORDER      -  THIRD
 HU1465
 HU1465.The horizontal coordinates were established by classical geodetic methods
 HU1465.and adjusted by the National Geodetic Survey in January 1992.
 HU1465
 HU1465.No horizontal observational check was made to the station.
 HU1465
 HU1465.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1465
 HU1465.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1465.GEOID18 height accuracy estimate available here.
 HU1465
 HU1465.Click photographs - Photos may exist for this station.
 HU1465
 HU1465.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1465
 HU1465. The following values were computed from the NAD 83(1991) position.
 HU1465
 HU1465;                    North         East     Units Scale Factor Converg.
 HU1465;SPC DE       -    50,138.740   228,872.768   MT  1.00000526   +0 12 20.5
 HU1465;SPC DE       -   164,496.85    750,893.41   sFT  1.00000526   +0 12 20.5
 HU1465;SPC MD       -    88,841.596   567,068.436   MT  0.99997713   +1 12 04.9
 HU1465;SPC MD       -   291,474.47  1,860,457.03   sFT  0.99997713   +1 12 04.9
 HU1465;UTM  18      - 4,255,885.644   492,504.395   MT  0.99960069   -0 03 12.3
 HU1465
 HU1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1465!SPC DE       -   1.00000551  x   1.00000526  =   1.00001077
 HU1465!SPC MD       -   1.00000551  x   0.99997713  =   0.99998264
 HU1465!UTM  18      -   1.00000551  x   0.99960069  =   0.99960620
 HU1465
 HU1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9250455885(NAD 83)
 HU1465
 HU1465                          SUPERSEDED SURVEY CONTROL
 HU1465
 HU1465  NAD 83(1986)-  38 27 04.41955(N)    075 05 09.27433(W) AD(       ) 3
 HU1465  NAD 27      -  38 27 04.01014(N)    075 05 10.61741(W) AD(       ) 3
 HU1465  NGVD 29 (07/19/86)    1.     (m)            3.     (f) VERT ANG       
 HU1465
 HU1465.Superseded values are not recommended for survey control.
 HU1465
 HU1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1465.See file dsdata.pdf to determine how the superseded data were derived.
 HU1465
 HU1465_MARKER: DU = BOUNDARY MARKER
 HU1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1465+STABILITY: SURFACE MOTION
 HU1465
 HU1465  HISTORY     - Date     Condition        Report By
 HU1465  HISTORY     - 1976     MONUMENTED       NGS
 HU1465
 HU1465                          STATION DESCRIPTION
 HU1465
 HU1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1465'THE COMPUTED POSITION OF THIS MONUMENT WAS FOUND TO BE IN A SAFE
 HU1465'LOCATION.  IT WAS MONUMENTED AT THIS DATE.
 HU1465'
 HU1465'THE MONUMENT IS LOCATED ABOUT 1-1/2 MILES WEST OF FENWICK ISLAND,
 HU1465'3-1/2 MILES NORTHWEST OF OCEAN CITY AND ON STATE OWNED PROPERTY.
 HU1465'
 HU1465'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 14 AND 54 IN
 HU1465'FENWICK ISLAND, GO WEST ON STATE HIGHWAY 54 FOR 4.25 MILES TO A
 HU1465'SIDE ROAD LEFT AT THE SOUND METHODIST CHURCH.  TURN LEFT AND GO
 HU1465'SOUTHWEST ON A PAVED ROAD FOR 0.8 MILE TO A T-INTERSECTION JUST
 HU1465'AFTER PASSING A CEMETERY ON THE RIGHT.  TURN LEFT AND GO SOUTH ON
 HU1465'A PAVED ROAD FOR 0.4 MILE TO A SIDE ROAD RIGHT AT A FARM.  KEEP
 HU1465'STRAIGHT AHEAD AND GO SOUTH AND EAST ON THE PAVED ROAD FOR 1.1
 HU1465'MILE TO THE END OF THE ROAD AT THE SHORELINE AND THE MONUMENT
 HU1465'ON THE RIGHT.
 HU1465'
 HU1465'THE STATION SURFACE MARK IS A MARYLAND-DELAWARE BOUNDARY DISK
 HU1465'STAMPED E-W NO. 2 1976, SET IN THE TOP OF A 10-INCH ROUND CONCRETE
 HU1465'MONUMENT PROJECTING 1 FOOT.  THE SUB-SURFACE MARKER IS A STANDARD
 HU1465'NATIONAL GEODETIC SURVEY TRIANGULATION STATION DISK STAMPED E-W
 HU1465'NO. 2 1976, SET IN A 12-INCH MASS OF CONCRETE 42 INCHES BELOW
 HU1465'SURFACE.  THEY ARE 68.0 FEET SOUTHEAST OF A WITNESS POST, 30
 HU1465'FEET SOUTH OF THE CENTER OF THE ROAD, 22.6 FEET EAST OF A PILE
 HU1465'OF CONCRETE SLABS, 22 FEET SOUTHWEST OF THE SHORELINE, AND
 HU1465'1.2 FEET NORTH OF A WITNESS POST.
 HU1465'
 HU1465'FOR ADDITIONAL INFORMATION, SEE DESCRIPTION FOR TRIANGULATION
 HU1465'STATION CEDAR 1974.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1686 ***********************************************************************
 HU1686  DESIGNATION -  BOUNDARY MON EW 20 DE MD
 HU1686  PID         -  HU1686
 HU1686  STATE/COUNTY-  DE/SUSSEX
 HU1686  COUNTRY     -  US
 HU1686  USGS QUAD   -  PITTSVILLE (2016)
 HU1686
 HU1686                         *CURRENT SURVEY CONTROL
 HU1686  ______________________________________________________________________
 HU1686* NAD 83(1991) POSITION- 38 27 09.14889(N) 075 25 00.90626(W)   ADJUSTED
 HU1686* NAVD 88 ORTHO HEIGHT -    18.8   (meters)       62.    (feet) VERTCON3
 HU1686  ______________________________________________________________________
 HU1686  GEOID HEIGHT    -        -35.816 (meters)                     GEOID18
 HU1686  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 HU1686  HORZ ORDER      -  SECOND
 HU1686
 HU1686.The horizontal coordinates were established by classical geodetic methods
 HU1686.and adjusted by the National Geodetic Survey in January 1992.
 HU1686
 HU1686.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1686
 HU1686.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1686.GEOID18 height accuracy estimate available here.
 HU1686
 HU1686.Click photographs - Photos may exist for this station.
 HU1686
 HU1686.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1686
 HU1686. The following values were computed from the NAD 83(1991) position.
 HU1686
 HU1686;                    North         East     Units Scale Factor Converg.
 HU1686;SPC DE       -    50,232.185   199,978.026   MT  0.99999500   -0 00 00.6
 HU1686;SPC DE       -   164,803.43    656,094.57   sFT  0.99999500   -0 00 00.6
 HU1686;SPC MD       -    88,433.421   538,177.043   MT  0.99997697   +0 59 36.9
 HU1686;SPC MD       -   290,135.32  1,765,669.18   sFT  0.99997697   +0 59 36.9
 HU1686;UTM  18      - 4,256,109.671   463,621.687   MT  0.99961630   -0 15 33.4
 HU1686
 HU1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1686!SPC DE       -   1.00000268  x   0.99999500  =   0.99999768
 HU1686!SPC MD       -   1.00000268  x   0.99997697  =   0.99997965
 HU1686!UTM  18      -   1.00000268  x   0.99961630  =   0.99961898
 HU1686
 HU1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6362156109(NAD 83)
 HU1686
 HU1686                          SUPERSEDED SURVEY CONTROL
 HU1686
 HU1686  NAD 83(1986)-  38 27 09.13762(N)    075 25 00.92968(W) AD(       ) 2
 HU1686  NAD 27      -  38 27 08.72321(N)    075 25 02.22423(W) AD(       ) 2
 HU1686  NGVD 29 (07/19/86)   19.0    (m)           62.     (f) VERT ANG       
 HU1686
 HU1686.Superseded values are not recommended for survey control.
 HU1686
 HU1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1686.See file dsdata.pdf to determine how the superseded data were derived.
 HU1686
 HU1686_MARKER: 71 = BOUNDARY MONUMENT
 HU1686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1686
 HU1686  HISTORY     - Date     Condition        Report By
 HU1686  HISTORY     - 1974     FIRST OBSERVED   NGS
 HU1686  HISTORY     - 1976     GOOD             NGS
 HU1686  HISTORY     - 20071001 GOOD             GEOCAC
 HU1686
 HU1686                          STATION DESCRIPTION
 HU1686
 HU1686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU1686'THE MONUMENT IS LOCATED ABOUT 4 MILES NORTH OF PITTSVILLE, MARYLAND,
 HU1686'3 MILES SOUTHWEST OF GUMBORO, DELAWARE, 1.4 MILES SOUTHEAST OF
 HU1686'WHITESVILLE, DELAWARE.
 HU1686'
 HU1686'TO REACH THE MONUMENT FROM THE AYERS METHODIST CHURCH IN
 HU1686'PITTSVILLE, GO NORTH ON STATE ROAD 353 FOR 4.0 MILES TO THE JUNCTION
 HU1686'WITH STATE ROAD 54 AND THE MARYLAND-DELAWARE STATE LINE.  TURN LEFT
 HU1686'AND GO WEST ON STATE ROAD 54 FOR 1.0 MILE TO A SIDEROAD RIGHT (OLD
 HU1686'STATE LINE ROAD).  TURN RIGHT AND GO NORTH AND WESTERLY ON A
 HU1686'PAVED ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.
 HU1686'
 HU1686'THE MARK, A 6 BY 12 INCH GRANITE MONUMENT WITH A CHISELED HOLE IN
 HU1686'THE TOP AND PROJECTS 36 INCHES ABOVE THE GROUND SURFACE.  THE
 HU1686'MONUMENT IS LEANING TO THE SOUTH.
 HU1686'
 HU1686'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1686'4 MILES NORTH OF PITTSVILLE.
 HU1686
 HU1686                          STATION RECOVERY (1976)
 HU1686
 HU1686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1686'THE MONUMENT WAS RECOVERED AND FOUND IN GOOD CONDITION AS PREVIOUSLY
 HU1686'DESCRIBED.
 HU1686'
 HU1686'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1686'4 MILES NORTH OF PITTSVILLE.
 HU1686
 HU1686                          STATION RECOVERY (2007)
 HU1686
 HU1686'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 HU1686'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1699 ***********************************************************************
 HU1699  DESIGNATION -  BOUNDARY MON EW 21 DE MD
 HU1699  PID         -  HU1699
 HU1699  STATE/COUNTY-  DE/SUSSEX
 HU1699  COUNTRY     -  US
 HU1699  USGS QUAD   -  PITTSVILLE (2016)
 HU1699
 HU1699                         *CURRENT SURVEY CONTROL
 HU1699  ______________________________________________________________________
 HU1699* NAD 83(1991) POSITION- 38 27 10.68843(N) 075 26 21.19926(W)   NO CHECK
 HU1699* NAVD 88 ORTHO HEIGHT -    19.310 (meters)       63.35  (feet) ADJUSTED
 HU1699  ______________________________________________________________________
 HU1699  GEOID HEIGHT    -        -35.804 (meters)                     GEOID18
 HU1699  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 HU1699  DYNAMIC HEIGHT  -         19.298 (meters)       63.31  (feet) COMP
 HU1699  MODELED GRAVITY -    980,012.4   (mgal)                       NAVD 88
 HU1699
 HU1699  HORZ ORDER      -  THIRD
 HU1699  VERT ORDER      -  SECOND    CLASS I
 HU1699
 HU1699.The horizontal coordinates were established by classical geodetic methods
 HU1699.and adjusted by the National Geodetic Survey in January 1992.
 HU1699
 HU1699.No horizontal observational check was made to the station.
 HU1699
 HU1699.The orthometric height was determined by differential leveling and
 HU1699.adjusted by the NATIONAL GEODETIC SURVEY
 HU1699.in June 1991.
 HU1699
 HU1699.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1699.GEOID18 height accuracy estimate available here.
 HU1699
 HU1699.Click photographs - Photos may exist for this station.
 HU1699
 HU1699.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1699
 HU1699.The dynamic height is computed by dividing the NAVD 88
 HU1699.geopotential number by the normal gravity value computed on the
 HU1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1699.degrees latitude (g = 980.6199 gals.).
 HU1699
 HU1699.The modeled gravity was interpolated from observed gravity values.
 HU1699
 HU1699. The following values were computed from the NAD 83(1991) position.
 HU1699
 HU1699;                    North         East     Units Scale Factor Converg.
 HU1699;SPC DE       -    50,279.897   198,031.166   MT  0.99999505   -0 00 50.5
 HU1699;SPC DE       -   164,959.96    649,707.25   sFT  0.99999505   -0 00 50.5
 HU1699;SPC MD       -    88,447.363   536,229.684   MT  0.99997691   +0 58 46.6
 HU1699;SPC MD       -   290,181.06  1,759,280.22   sFT  0.99997691   +0 58 46.6
 HU1699;UTM  18      - 4,256,166.166   461,675.797   MT  0.99961809   -0 16 23.3
 HU1699
 HU1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1699!SPC DE       -   1.00000259  x   0.99999505  =   0.99999764
 HU1699!SPC MD       -   1.00000259  x   0.99997691  =   0.99997950
 HU1699!UTM  18      -   1.00000259  x   0.99961809  =   0.99962068
 HU1699
 HU1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6167556166(NAD 83)
 HU1699
 HU1699                          SUPERSEDED SURVEY CONTROL
 HU1699
 HU1699  NAD 83(1986)-  38 27 10.67768(N)    075 26 21.22311(W) AD(       ) 3
 HU1699  NAD 27      -  38 27 10.26287(N)    075 26 22.51171(W) AD(       ) 3
 HU1699  NGVD 29 (06/12/91)   19.558  (m)           64.17   (f) ADJUSTED    2 1
 HU1699  NGVD 29 (07/19/86)   20.     (m)           66.     (f) VERT ANG       
 HU1699
 HU1699.Superseded values are not recommended for survey control.
 HU1699
 HU1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1699.See file dsdata.pdf to determine how the superseded data were derived.
 HU1699
 HU1699_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1699_STAMPING: E-W NO. 21 1976
 HU1699_MARK LOGO: NGS
 HU1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1699+STABILITY: SURFACE MOTION
 HU1699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1699+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1990
 HU1699
 HU1699  HISTORY     - Date     Condition        Report By
 HU1699  HISTORY     - 1976     MONUMENTED       NGS
 HU1699  HISTORY     - 1976     GOOD             NGS
 HU1699  HISTORY     - 19900301 GOOD             NGS
 HU1699
 HU1699                          STATION DESCRIPTION
 HU1699
 HU1699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1699'THE POSITION OF THIS MONUMENT WAS FOUND TO BE IN THE CENTER OF
 HU1699'THE EASTBOUND LANE OF STATE HIGHWAY 54.  A 24-INCH MANHOLE WAS
 HU1699'PLACED IN THE ROAD AND THE MONUMENT PLACED BELOW THE MANHOLE.
 HU1699'
 HU1699'THE MARKER IS LOCATED 11 MILES WEST OF SELBYVILLE, 7-1/2 MILES
 HU1699'EAST OF DELMAR, AND 4 MILES NORTH-NORTHWEST OF PITTSVILLE.
 HU1699'
 HU1699'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 13 AND STATE
 HU1699'HIGHWAY 54 IN DELMAR, GO EAST ON STATE HIGHWAY 54 FOR 6.55 MILES
 HU1699'TO A FARM ON THE RIGHT AND THE MARK IN THE ROAD.
 HU1699'
 HU1699'THE SURFACE MARK IS A MARYLAND-DELAWARE BOUNDARY DISK STAMPED
 HU1699'E-W NO. 21 1976, SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT
 HU1699'WHICH IS 20-INCHES BELOW THE TOP OF THE MANHOLE.  THE
 HU1699'SUB-SURFACE MARKER IS A NATIONAL GEODETIC SURVEY TRIANGULATION
 HU1699'STATION DISK STAMPED E-W NO. 21 1976 SET IN AN 8-INCH MASS OF
 HU1699'CONCRETE WHICH IS 48-INCHES BELOW THE TOP OF THE MANHOLE AND
 HU1699'SURFACE OF THE ROAD.  THEY ARE 77 FEET WEST-NORTHWEST OF A
 HU1699'MAILBOX, 50.8 FEET SOUTHWEST OF A POWERLINE POLE NUMBERED
 HU1699'SA145, 36 FEET WEST OF THE CENTER OF A PRIVATE DRIVE, 33 FEET
 HU1699'NORTH OF THE NORTHEAST CORNER OF A CHICKEN COOP, AND 8 FEET
 HU1699'SOUTH OF THE CENTER OF STATE HIGHWAY 54.
 HU1699'
 HU1699'FOR ADDITIONAL INFORMATION, SEE DESCRIPTION FOR STATION RACE 1974.
 HU1699
 HU1699                          STATION RECOVERY (1976)
 HU1699
 HU1699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HU1699'RECOVERED IN GOOD CONDITION.
 HU1699
 HU1699                          STATION RECOVERY (1990)
 HU1699
 HU1699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU1699'10.4 KM (6.46 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 HU1699'WITH U.S. HIGHWAY 13 IN DELMAR, 20.9 M (68.57 FT) NORTHEAST OF
 HU1699'TELEPHONE PEDESTAL NUMBER 133, 8.7 M (28.54 FT) WEST OF THE EXTENDED
 HU1699'CENTER OF A DRIVEWAY, 6.3 M (20.67 FT) NORTH OF TRIANGULATION STATION
 HU1699'RACE, 5.9 M (19.36 FT) NORTH OF THE NORTHEAST CORNER OF A CHICKEN
 HU1699'HOUSE, 2.2 M (7.22 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.4 M
 HU1699'(1.31 FT) BELOW THE LEVEL OF THE HIGHWAY, AND IN A CONCRETE MONUMENT
 HU1699'THAT IS 0.4 M (1.31 FT) BELOW THE GROUND SURFACE.  NOTE--ACCESS TO
 HU1699'THE MONUMENT IS THROUGH A 24-INCH MANHOLE COVER PRECAST -STORM
 HU1699'DRAIN-. THE DISK IS CAST HORIZONTAL CONTROL AND BOUNDARY MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1695 ***********************************************************************
 HU1695  DESIGNATION -  BOUNDARY MON EW 22 DE MD
 HU1695  PID         -  HU1695
 HU1695  STATE/COUNTY-  DE/SUSSEX
 HU1695  COUNTRY     -  US
 HU1695  USGS QUAD   -  PITTSVILLE (2016)
 HU1695
 HU1695                         *CURRENT SURVEY CONTROL
 HU1695  ______________________________________________________________________
 HU1695* NAD 83(1991) POSITION- 38 27 11.72447(N) 075 27 15.68436(W)   NO CHECK
 HU1695* NAVD 88 ORTHO HEIGHT -    19.838 (meters)       65.09  (feet) ADJUSTED
 HU1695  ______________________________________________________________________
 HU1695  GEOID HEIGHT    -        -35.797 (meters)                     GEOID18
 HU1695  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 HU1695  DYNAMIC HEIGHT  -         19.826 (meters)       65.05  (feet) COMP
 HU1695  MODELED GRAVITY -    980,012.3   (mgal)                       NAVD 88
 HU1695
 HU1695  HORZ ORDER      -  THIRD
 HU1695  VERT ORDER      -  SECOND    CLASS I
 HU1695
 HU1695.The horizontal coordinates were established by classical geodetic methods
 HU1695.and adjusted by the National Geodetic Survey in January 1992.
 HU1695
 HU1695.No horizontal observational check was made to the station.
 HU1695
 HU1695.The orthometric height was determined by differential leveling and
 HU1695.adjusted by the NATIONAL GEODETIC SURVEY
 HU1695.in June 1991.
 HU1695
 HU1695.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1695.GEOID18 height accuracy estimate available here.
 HU1695
 HU1695.Click photographs - Photos may exist for this station.
 HU1695
 HU1695.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1695
 HU1695.The dynamic height is computed by dividing the NAVD 88
 HU1695.geopotential number by the normal gravity value computed on the
 HU1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1695.degrees latitude (g = 980.6199 gals.).
 HU1695
 HU1695.The modeled gravity was interpolated from observed gravity values.
 HU1695
 HU1695. The following values were computed from the NAD 83(1991) position.
 HU1695
 HU1695;                    North         East     Units Scale Factor Converg.
 HU1695;SPC DE       -    50,312.275   196,710.081   MT  0.99999513   -0 01 24.4
 HU1695;SPC DE       -   165,066.19    645,372.99   sFT  0.99999513   -0 01 24.4
 HU1695;SPC MD       -    88,456.828   534,908.260   MT  0.99997687   +0 58 12.4
 HU1695;SPC MD       -   290,212.11  1,754,944.85   sFT  0.99997687   +0 58 12.4
 HU1695;UTM  18      - 4,256,204.504   460,355.370   MT  0.99961935   -0 16 57.2
 HU1695
 HU1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1695!SPC DE       -   1.00000250  x   0.99999513  =   0.99999763
 HU1695!SPC MD       -   1.00000250  x   0.99997687  =   0.99997937
 HU1695!UTM  18      -   1.00000250  x   0.99961935  =   0.99962185
 HU1695
 HU1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6035556204(NAD 83)
 HU1695
 HU1695                          SUPERSEDED SURVEY CONTROL
 HU1695
 HU1695  NAD 83(1986)-  38 27 11.71408(N)    075 27 15.70815(W) AD(       ) 3
 HU1695  NAD 27      -  38 27 11.29908(N)    075 27 16.99458(W) AD(       ) 3
 HU1695  NGVD 29 (06/12/91)   20.087  (m)           65.90   (f) ADJUSTED    2 1
 HU1695  NGVD 29 (07/19/86)   20.     (m)           66.     (f) VERT ANG       
 HU1695
 HU1695.Superseded values are not recommended for survey control.
 HU1695
 HU1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1695.See file dsdata.pdf to determine how the superseded data were derived.
 HU1695
 HU1695_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1695_STAMPING: E-W NO. 22 1976
 HU1695_MARK LOGO: NGS
 HU1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1695+STABILITY: SURFACE MOTION
 HU1695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1695+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1990
 HU1695
 HU1695  HISTORY     - Date     Condition        Report By
 HU1695  HISTORY     - 1976     MONUMENTED       NGS
 HU1695  HISTORY     - 1976     GOOD             NGS
 HU1695  HISTORY     - 19900301 GOOD             NGS
 HU1695
 HU1695                          STATION DESCRIPTION
 HU1695
 HU1695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1695'THE COMPUTED POSITION OF THIS MONUMENT WAS FOUND TO BE IN THE
 HU1695'EASTBOUND LANE OF STATE HIGHWAY 54.  THERE IS NO WAY POSSIBLE TO
 HU1695'MOVE THE POINT ON LINE.  THE MARYLAND HIGHWAY DEPARTMENT SET A
 HU1695'MANHOLE ON THE POINT AND A STANDARD MONUMENT WAS PLACED UNDER
 HU1695'THE MANHOLE.
 HU1695'
 HU1695'THE MONUMENT IS LOCATED ABOUT 4-1/2 MILES NORTH OF PITTSVILLE,
 HU1695'MARYLAND, AND 3-1/4 MILES SOUTHWEST OF GUMBORO, DELAWARE.
 HU1695'
 HU1695'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 13 AND STATE
 HU1695'HIGHWAY 54 IN DELMAR, GO EAST ON STATE HIGHWAY 54 FOR 5.7 MILES
 HU1695'TO THE MANHOLE AND THE MONUMENT.
 HU1695'
 HU1695'THE SURFACE MARK IS A MARYLAND-DELAWARE BOUNDARY DISK STAMPED
 HU1695'E-W NO. 22 1976, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 HU1695'MONUMENT WHICH IS 20-INCHES BELOW THE ROAD SURFACE.  THE
 HU1695'SUB-SURFACE MARKER IS A SIMILAR DISK BEARING THE SAME
 HU1695'STAMPING, SET IN AN 8 BY 12 INCH MASS OF CONCRETE 48 INCHES
 HU1695'BELOW THE ROAD SURFACE.  THEY ARE 30.8 FEET NORTH OF A WITNESS
 HU1695'POST, 30 FEET NORTH-NORTHWEST OF A CULVERT AT A WOODS ROAD, AND
 HU1695'4 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 54.
 HU1695'
 HU1695'FOR ADDITIONAL INFORMATION, SEE DESCRIPTION FOR STATION RACCOON
 HU1695'1974.
 HU1695
 HU1695                          STATION RECOVERY (1976)
 HU1695
 HU1695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HU1695'RECOVERED IN GOOD CONDITION.
 HU1695
 HU1695                          STATION RECOVERY (1990)
 HU1695
 HU1695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU1695'9.1 KM (5.65 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 HU1695'WITH U.S. HIGHWAY 13 IN DELMAR, 0.9 KM (0.56 MI) WEST OF THE
 HU1695'INTERSECTION OF GUY WARD ROAD, 9.3 M (30.51 FT) NORTH OF
 HU1695'TRIANGULATION STATION RACCOON, 3.5 M (11.48 FT) WEST OF THE EXTENDED
 HU1695'CENTER OF A TRACK ROAD, 1.3 M (4.27 FT) SOUTH OF THE HIGHWAY
 HU1695'CENTERLINE, 0.4 M (1.31 FT) BELOW THE LEVEL OF THE HIGHWAY, AND IN A
 HU1695'CONCRETE MONUMENT THAT IS 0.4 M (1.31 FT) BELOW THE GROUND SURFACE.
 HU1695'NOTE--ACCESS TO THE MONUMENT IS THROUGH A 24-INCH MANHOLE COVER
 HU1695'PRECAST -STORM DRAIN-. THE DISK IS CAST HORIZONTAL CONTROL AND
 HU1695'BOUNDARY MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1701 ***********************************************************************
 HU1701  DESIGNATION -  BOUNDARY MON EW 23 DE MD
 HU1701  PID         -  HU1701
 HU1701  STATE/COUNTY-  DE/SUSSEX
 HU1701  COUNTRY     -  US
 HU1701  USGS QUAD   -  PITTSVILLE (2016)
 HU1701
 HU1701                         *CURRENT SURVEY CONTROL
 HU1701  ______________________________________________________________________
 HU1701* NAD 83(1991) POSITION- 38 27 13.07367(N) 075 28 27.24082(W)   NO CHECK
 HU1701* NAVD 88 ORTHO HEIGHT -    18.459 (meters)       60.56  (feet) ADJUSTED
 HU1701  ______________________________________________________________________
 HU1701  GEOID HEIGHT    -        -35.787 (meters)                     GEOID18
 HU1701  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 HU1701  DYNAMIC HEIGHT  -         18.448 (meters)       60.52  (feet) COMP
 HU1701  MODELED GRAVITY -    980,012.2   (mgal)                       NAVD 88
 HU1701
 HU1701  HORZ ORDER      -  THIRD
 HU1701  VERT ORDER      -  SECOND    CLASS I
 HU1701
 HU1701.The horizontal coordinates were established by classical geodetic methods
 HU1701.and adjusted by the National Geodetic Survey in January 1992.
 HU1701
 HU1701.No horizontal observational check was made to the station.
 HU1701
 HU1701.The orthometric height was determined by differential leveling and
 HU1701.adjusted by the NATIONAL GEODETIC SURVEY
 HU1701.in June 1991.
 HU1701
 HU1701.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1701.GEOID18 height accuracy estimate available here.
 HU1701
 HU1701.Click photographs - Photos may exist for this station.
 HU1701
 HU1701.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1701
 HU1701.The dynamic height is computed by dividing the NAVD 88
 HU1701.geopotential number by the normal gravity value computed on the
 HU1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1701.degrees latitude (g = 980.6199 gals.).
 HU1701
 HU1701.The modeled gravity was interpolated from observed gravity values.
 HU1701
 HU1701. The following values were computed from the NAD 83(1991) position.
 HU1701
 HU1701;                    North         East     Units Scale Factor Converg.
 HU1701;SPC DE       -    50,354.774   194,975.088   MT  0.99999531   -0 02 08.9
 HU1701;SPC DE       -   165,205.62    639,680.77   sFT  0.99999531   -0 02 08.9
 HU1701;SPC MD       -    88,469.238   533,172.823   MT  0.99997683   +0 57 27.4
 HU1701;SPC MD       -   290,252.83  1,749,251.17   sFT  0.99997683   +0 57 27.4
 HU1701;UTM  18      - 4,256,254.830   458,621.237   MT  0.99962109   -0 17 41.7
 HU1701
 HU1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1701!SPC DE       -   1.00000272  x   0.99999531  =   0.99999803
 HU1701!SPC MD       -   1.00000272  x   0.99997683  =   0.99997955
 HU1701!UTM  18      -   1.00000272  x   0.99962109  =   0.99962381
 HU1701
 HU1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5862156254(NAD 83)
 HU1701
 HU1701                          SUPERSEDED SURVEY CONTROL
 HU1701
 HU1701  NAD 83(1986)-  38 27 13.06382(N)    075 28 27.26468(W) AD(       ) 3
 HU1701  NAD 27      -  38 27 12.64863(N)    075 28 28.54802(W) AD(       ) 3
 HU1701  NGVD 29 (06/12/91)   18.709  (m)           61.38   (f) ADJUSTED    2 1
 HU1701  NGVD 29 (07/19/86)   19.     (m)           62.     (f) VERT ANG       
 HU1701
 HU1701.Superseded values are not recommended for survey control.
 HU1701
 HU1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1701.See file dsdata.pdf to determine how the superseded data were derived.
 HU1701
 HU1701_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1701_STAMPING: E-W NO. 23 1976
 HU1701_MARK LOGO: NGS
 HU1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1701+STABILITY: SURFACE MOTION
 HU1701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1701+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1990
 HU1701
 HU1701  HISTORY     - Date     Condition        Report By
 HU1701  HISTORY     - 1976     MONUMENTED       NGS
 HU1701  HISTORY     - 1976     GOOD             NGS
 HU1701  HISTORY     - 19900301 GOOD             NGS
 HU1701
 HU1701                          STATION DESCRIPTION
 HU1701
 HU1701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1701'THE COMPUTED POSITION OF THIS MARKER WAS FOUND TO BE IN A SAFE
 HU1701'LOCATION.  IT WAS MARKED AT THIS DATE.
 HU1701'
 HU1701'IT IS LOCATED 5-1/2 MILES EAST OF DELMAR, 13 MILES WEST OF
 HU1701'SELBYVILLE, AND ON THE SOUTH SIDE OF STATE HIGHWAY 54.  THE POINT
 HU1701'IS ON ROAD RIGHT-OF-WAY.
 HU1701'
 HU1701'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 13 AND STATE
 HU1701'HIGHWAY 54 IN DELMAR, GO EAST ON STATE HIGHWAY 54 FOR 4.6 MILES
 HU1701'TO THE MARKER ON THE RIGHT.
 HU1701'
 HU1701'THE SURFACE MARK IS A MARYLAND-DELAWARE BOUNDARY DISK STAMPED
 HU1701'E-W NO. 23 1976, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 HU1701'MONUMENT WHICH IS FLUSH WITH THE SURFACE.  THE SUB-SURFACE
 HU1701'MARKER IS A NATIONAL GEODETIC SURVEY TRIANGULATION STATION
 HU1701'DISK STAMPED E-W NO. 23 1976, SET IN THE TOP OF AN 8-INCH MASS
 HU1701'OF CONCRETE WHICH IS 42 INCHES BELOW THE SURFACE.  THEY ARE
 HU1701'59.26 FEET SOUTH-SOUTHEAST OF MELSON RM 2 1974, 43.5 FEET NORTH
 HU1701'OF A 10-INCH PINE TREE, 18.8 FEET SOUTH OF THE CENTER OF
 HU1701'STATE HIGHWAY 54, AND 11.5 FEET NORTH OF A WITNESS POST.
 HU1701'
 HU1701'FOR ADDITIONAL INFORMATION, SEE DESCRIPTION FOR TRIANGULATION
 HU1701'STATION MELSON 1974.
 HU1701
 HU1701                          STATION RECOVERY (1976)
 HU1701
 HU1701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HU1701'RECOVERED IN GOOD CONDITION.
 HU1701
 HU1701                          STATION RECOVERY (1990)
 HU1701
 HU1701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU1701'7.3 KM (4.54 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 HU1701'WITH U.S. HIGHWAY 13 IN DELMAR, 0.3 KM (0.19 MI) EAST OF THE
 HU1701'INTERSECTION OF MELSON CHURCH ROAD, 48.4 M (158.79 FT) WEST OF
 HU1701'TELEPHONE PEDESTAL NUMBER 123, 22.4 M (73.49 FT) EAST OF THE CENTER
 HU1701'OF A FIELD ENTRANCE, 7.6 M (24.93 FT) NORTH OF A WITNESS POST, 7.3 M
 HU1701'(23.95 FT) NORTH OF TRIANGULATION STATION MELSON, 5.4 M (17.72 FT)
 HU1701'SOUTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, AND IN A CONCRETE
 HU1701'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE DISK IS
 HU1701'CAST HORIZONTAL CONTROL AND BOUNDARY MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1703 ***********************************************************************
 HU1703  DESIGNATION -  BOUNDARY MON EW 24 DE MD
 HU1703  PID         -  HU1703
 HU1703  STATE/COUNTY-  DE/SUSSEX
 HU1703  COUNTRY     -  US
 HU1703  USGS QUAD   -  PITTSVILLE (2016)
 HU1703
 HU1703                         *CURRENT SURVEY CONTROL
 HU1703  ______________________________________________________________________
 HU1703* NAD 83(1991) POSITION- 38 27 14.32256(N) 075 29 34.02512(W)   NO CHECK
 HU1703* NAVD 88 ORTHO HEIGHT -    16.690 (meters)       54.76  (feet) ADJUSTED
 HU1703  ______________________________________________________________________
 HU1703  GEOID HEIGHT    -        -35.777 (meters)                     GEOID18
 HU1703  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 HU1703  DYNAMIC HEIGHT  -         16.680 (meters)       54.72  (feet) COMP
 HU1703  MODELED GRAVITY -    980,012.1   (mgal)                       NAVD 88
 HU1703
 HU1703  HORZ ORDER      -  THIRD
 HU1703  VERT ORDER      -  SECOND    CLASS I
 HU1703
 HU1703.The horizontal coordinates were established by classical geodetic methods
 HU1703.and adjusted by the National Geodetic Survey in January 1992.
 HU1703
 HU1703.No horizontal observational check was made to the station.
 HU1703
 HU1703.The orthometric height was determined by differential leveling and
 HU1703.adjusted by the NATIONAL GEODETIC SURVEY
 HU1703.in June 1991.
 HU1703
 HU1703.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1703.GEOID18 height accuracy estimate available here.
 HU1703
 HU1703.Click photographs - Photos may exist for this station.
 HU1703
 HU1703.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1703
 HU1703.The dynamic height is computed by dividing the NAVD 88
 HU1703.geopotential number by the normal gravity value computed on the
 HU1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1703.degrees latitude (g = 980.6199 gals.).
 HU1703
 HU1703.The modeled gravity was interpolated from observed gravity values.
 HU1703
 HU1703. The following values were computed from the NAD 83(1991) position.
 HU1703
 HU1703;                    North         East     Units Scale Factor Converg.
 HU1703;SPC DE       -    50,394.458   193,355.819   MT  0.99999554   -0 02 50.4
 HU1703;SPC DE       -   165,335.82    634,368.22   sFT  0.99999554   -0 02 50.4
 HU1703;SPC MD       -    88,480.842   531,553.139   MT  0.99997678   +0 56 45.5
 HU1703;SPC MD       -   290,290.90  1,743,937.26   sFT  0.99997678   +0 56 45.5
 HU1703;UTM  18      - 4,256,301.819   457,002.769   MT  0.99962277   -0 18 23.3
 HU1703
 HU1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1703!SPC DE       -   1.00000299  x   0.99999554  =   0.99999853
 HU1703!SPC MD       -   1.00000299  x   0.99997678  =   0.99997977
 HU1703!UTM  18      -   1.00000299  x   0.99962277  =   0.99962576
 HU1703
 HU1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5700256301(NAD 83)
 HU1703
 HU1703                          SUPERSEDED SURVEY CONTROL
 HU1703
 HU1703  NAD 83(1986)-  38 27 14.31324(N)    075 29 34.04869(W) AD(       ) 3
 HU1703  NAD 27      -  38 27 13.89795(N)    075 29 35.32947(W) AD(       ) 3
 HU1703  NGVD 29 (06/12/91)   16.941  (m)           55.58   (f) ADJUSTED    2 1
 HU1703  NGVD 29 (07/19/86)   17.     (m)           56.     (f) VERT ANG       
 HU1703
 HU1703.Superseded values are not recommended for survey control.
 HU1703
 HU1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1703.See file dsdata.pdf to determine how the superseded data were derived.
 HU1703
 HU1703_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1703_STAMPING: E-W NO. 24 1976
 HU1703_MARK LOGO: NGS
 HU1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1703+STABILITY: SURFACE MOTION
 HU1703_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1703+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1990
 HU1703
 HU1703  HISTORY     - Date     Condition        Report By
 HU1703  HISTORY     - 1976     MONUMENTED       NGS
 HU1703  HISTORY     - 1976     GOOD             NGS
 HU1703  HISTORY     - 19900301 GOOD             NGS
 HU1703  HISTORY     - 20041001 MARK NOT FOUND   GEOCAC
 HU1703
 HU1703                          STATION DESCRIPTION
 HU1703
 HU1703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1703'THE COMPUTED POSITION OF THIS MONUMENT WAS FOUND TO BE IN A SAFE
 HU1703'LOCATION IN THE EDGE OF STATE HIGHWAY 54.
 HU1703'
 HU1703'THE MARK IS LOCATED 4-1/2 MILES EAST OF DELMAR, 14 MILES WEST OF
 HU1703'SELBYVILLE AND ON HIGHWAY RIGHT-OF-WAY.
 HU1703'
 HU1703'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 13 AND STATE
 HU1703'HIGHWAY 54 IN DELMAR, GO EAST ON STATE HIGHWAY 54 FOR 3.6 MILES
 HU1703'TO THE MARKER ON THE RIGHT.
 HU1703'
 HU1703'THE SURFACE MARK IS A MARYLAND-DELAWARE BOUNDARY DISK STAMPED
 HU1703'E-W NO. 24 1976, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 HU1703'MONUMENT WHICH IS FLUSH WITH THE SURFACE.  THE SUB-SURFACE DISK
 HU1703'IS A NATIONAL GEODETIC SURVEY TRIANGULATION STATION DISK STAMPED
 HU1703'E-W NO. 24 1976, SET IN AN 8-INCH MASS OF CONCRETE 42 INCHES
 HU1703'BELOW THE SURFACE.  THEY ARE 68.92 FEET NORTHWEST OF MORRIS RM 1
 HU1703'1974, 60 FEET NORTHEAST OF THE NORTHWEST EDGE OF WOODS LINE,
 HU1703'53.68 FEET NORTHEAST OF MORRIS RM 2 1974, 22 FEET SOUTH OF THE
 HU1703'CENTER OF STATE HIGHWAY 54, 10 FEET NORTH-NORTHWEST OF
 HU1703'POWERLINE POLE NUMBERED 38A, AND 9.6 FEET NORTH-NORTHWEST
 HU1703'OF A WITNESS POST.
 HU1703'
 HU1703'FOR ADDITIONAL INFORMATION, SEE DESCRIPTION FOR STATION MORRIS
 HU1703'1974.
 HU1703
 HU1703                          STATION RECOVERY (1976)
 HU1703
 HU1703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HU1703'RECOVERED IN GOOD CONDITION.
 HU1703
 HU1703                          STATION RECOVERY (1990)
 HU1703
 HU1703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU1703'5.7 KM (3.54 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 HU1703'WITH U.S. HIGHWAY 13 IN DELMAR, 1.3 KM (0.81 MI) WEST OF THE
 HU1703'INTERSECTION OF MELSON CHURCH ROAD, 6.8 M (22.31 FT) SOUTH OF THE
 HU1703'HIGHWAY CENTERLINE, 4.5 M (14.76 FT) NORTH OF TRIANGULATION STATION
 HU1703'MORRIS, 3.4 M (11.15 FT) NORTHWEST OF UTILITY POLE NUMBER 49931
 HU1703'96349, 2.9 M (9.51 FT) NORTH-NORTHWEST OF A WITNESS POST, 0.2 M
 HU1703'(0.66 FT) BELOW THE LEVEL OF THE HIGHWAY, AND IN A CONCRETE MONUMENT
 HU1703'THAT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE DISK IS CAST
 HU1703'HORIZONTAL CONTROL AND BOUNDARY MONUMENT.
 HU1703
 HU1703                          STATION RECOVERY (2004)
 HU1703
 HU1703'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 HU1703'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1740 ***********************************************************************
 HU1740  DESIGNATION -  BOUNDARY MON EW 25 DE MD
 HU1740  PID         -  HU1740
 HU1740  STATE/COUNTY-  DE/SUSSEX
 HU1740  COUNTRY     -  US
 HU1740  USGS QUAD   -  DELMAR (2016)
 HU1740
 HU1740                         *CURRENT SURVEY CONTROL
 HU1740  ______________________________________________________________________
 HU1740* NAD 83(1991) POSITION- 38 27 15.43104(N) 075 30 33.81144(W)   ADJUSTED
 HU1740* NAVD 88 ORTHO HEIGHT -    16.2   (meters)       53.    (feet) VERTCON3
 HU1740  ______________________________________________________________________
 HU1740  GEOID HEIGHT    -        -35.769 (meters)                     GEOID18
 HU1740  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 HU1740  HORZ ORDER      -  SECOND
 HU1740
 HU1740.The horizontal coordinates were established by classical geodetic methods
 HU1740.and adjusted by the National Geodetic Survey in January 1992.
 HU1740
 HU1740.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1740
 HU1740.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1740.GEOID18 height accuracy estimate available here.
 HU1740
 HU1740.Click photographs - Photos may exist for this station.
 HU1740
 HU1740.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1740
 HU1740. The following values were computed from the NAD 83(1991) position.
 HU1740
 HU1740;                    North         East     Units Scale Factor Converg.
 HU1740;SPC DE       -    50,429.966   191,906.237   MT  0.99999581   -0 03 27.6
 HU1740;SPC DE       -   165,452.31    629,612.38   sFT  0.99999581   -0 03 27.6
 HU1740;SPC MD       -    88,491.216   530,103.187   MT  0.99997674   +0 56 08.0
 HU1740;SPC MD       -   290,324.93  1,739,180.21   sFT  0.99997674   +0 56 08.0
 HU1740;UTM  18      - 4,256,343.867   455,553.902   MT  0.99962433   -0 19 00.4
 HU1740
 HU1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1740!SPC DE       -   1.00000308  x   0.99999581  =   0.99999889
 HU1740!SPC MD       -   1.00000308  x   0.99997674  =   0.99997982
 HU1740!UTM  18      -   1.00000308  x   0.99962433  =   0.99962741
 HU1740
 HU1740:                Primary Azimuth Mark                     Grid Az
 HU1740:SPC DE       -  MORRIS A                                 090 18 28.7
 HU1740:SPC MD       -  MORRIS A                                 089 18 53.1
 HU1740:UTM  18      -  MORRIS A                                 090 34 01.5
 HU1740
 HU1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5555356343(NAD 83)
 HU1740
 HU1740|---------------------------------------------------------------------|
 HU1740| PID    Reference Object                     Distance      Geod. Az  |
 HU1740|                                                           dddmmss.s |
 HU1740| HU1716 MORRIS A                            APPROX. 0.7 KM 0901501.1 |
 HU1740| HU1717 TOWNSEND                             63.368 METERS 29121     |
 HU1740|---------------------------------------------------------------------|
 HU1740
 HU1740                          SUPERSEDED SURVEY CONTROL
 HU1740
 HU1740  NAD 83(1986)-  38 27 15.42220(N)    075 30 33.83499(W) AD(       ) 2
 HU1740  NAD 27      -  38 27 15.00683(N)    075 30 35.11330(W) AD(       ) 2
 HU1740  NGVD 29 (07/19/86)   16.4    (m)           54.     (f) VERT ANG       
 HU1740
 HU1740.Superseded values are not recommended for survey control.
 HU1740
 HU1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1740.See file dsdata.pdf to determine how the superseded data were derived.
 HU1740
 HU1740_MARKER: I = METAL ROD
 HU1740_SETTING: 0 = UNSPECIFIED SETTING
 HU1740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1740
 HU1740  HISTORY     - Date     Condition        Report By
 HU1740  HISTORY     - 1974     MONUMENTED       NGS
 HU1740  HISTORY     - 1976     GOOD             NGS
 HU1740  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 HU1740
 HU1740                          STATION DESCRIPTION
 HU1740
 HU1740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU1740'THE MONUMENT IS LOCATED ABOUT 5.0 MILES NORTHWEST OF PARSONSBURY,
 HU1740'MARYLAND, 3.7 MILES EAST OF DELMAR, 2.6 MILES SOUTHWEST OF WARD,
 HU1740'DELAWARE AND ON ROAD RIGHT-OF-WAY.
 HU1740'
 HU1740'TO REACH THE MONUMENT FROM THE JUNCTION OF U.S. HIGHWAY 13 AND
 HU1740'STATE ROAD 54 AT THE EAST EDGE OF DELMAR, GO EAST ON STATE ROAD
 HU1740'54 FOR 2.3 MILES TO THE MONUMENT ON THE RIGHT.
 HU1740'
 HU1740'THE MARK IS AN IRON PIN SET IN AN IRREGULAR MASS OF CONCRETE IN
 HU1740'THE CENTER OF A MANHOLE AND IS 18 INCHES BELOW THE GROUND
 HU1740'SURFACE.  IT IS 13.8 FEET NORTH OF BOUNDARY MONUMENT 25 OFFSET.
 HU1740'
 HU1740'DURING HIGHWAY CONSTRUCTION IN THE 1950S, THE ORIGINAL 1751
 HU1740'BOUNDARY MONUMENT WAS RESET 13.8 FEET TO THE SOUTH.  THE RESET
 HU1740'MONUMENT HAS BEEN IDENTIFIED IN THE DESCRIPTIVE INFORMATION AS
 HU1740'BOUNDARY MONUMENT 25 OFFSET.
 HU1740'
 HU1740'THE IRON PIN MENTIONED ABOVE WAS SET BY THE HIGHWAY DEPARTMENT
 HU1740'IN THE SAME POSITION AS THE ORIGINAL SITE OF THE 1751 MONUMENT.
 HU1740'
 HU1740'FOR ADDITIONAL INFORMATION SEE DESCRIPTION FOR TRIANGULATION
 HU1740'STATION TOWNSEND.
 HU1740'
 HU1740'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1740'DELMAR, DELAWARE.
 HU1740
 HU1740                          STATION RECOVERY (1976)
 HU1740
 HU1740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1740'THE MONUMENT WAS RECOVERED AND FOUND IN GOOD CONDITION AS
 HU1740'PREVIOUSLY DESCRIBED.
 HU1740'
 HU1740'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1740'3-1/2 MILES EAST OF DELMAR.
 HU1740
 HU1740                          STATION RECOVERY (1997)
 HU1740
 HU1740'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU1740'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1746 ***********************************************************************
 HU1746  DESIGNATION -  BOUNDARY MON EW 26 DE MD
 HU1746  PID         -  HU1746
 HU1746  STATE/COUNTY-  DE/SUSSEX
 HU1746  COUNTRY     -  US
 HU1746  USGS QUAD   -  DELMAR (2016)
 HU1746
 HU1746                         *CURRENT SURVEY CONTROL
 HU1746  ______________________________________________________________________
 HU1746* NAD 83(1991) POSITION- 38 27 17.49389(N) 075 31 49.95292(W)   NO CHECK
 HU1746* NAVD 88 ORTHO HEIGHT -    14.872 (meters)       48.79  (feet) ADJUSTED
 HU1746  ______________________________________________________________________
 HU1746  GEOID HEIGHT    -        -35.758 (meters)                     GEOID18
 HU1746  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 HU1746  DYNAMIC HEIGHT  -         14.862 (meters)       48.76  (feet) COMP
 HU1746  MODELED GRAVITY -    980,012.4   (mgal)                       NAVD 88
 HU1746
 HU1746  HORZ ORDER      -  THIRD
 HU1746  VERT ORDER      -  SECOND    CLASS I
 HU1746
 HU1746.The horizontal coordinates were established by classical geodetic methods
 HU1746.and adjusted by the National Geodetic Survey in January 1992.
 HU1746
 HU1746.No horizontal observational check was made to the station.
 HU1746
 HU1746.The orthometric height was determined by differential leveling and
 HU1746.adjusted by the NATIONAL GEODETIC SURVEY
 HU1746.in June 1991.
 HU1746
 HU1746.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1746.GEOID18 height accuracy estimate available here.
 HU1746
 HU1746.Click photographs - Photos may exist for this station.
 HU1746
 HU1746.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1746
 HU1746.The dynamic height is computed by dividing the NAVD 88
 HU1746.geopotential number by the normal gravity value computed on the
 HU1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1746.degrees latitude (g = 980.6199 gals.).
 HU1746
 HU1746.The modeled gravity was interpolated from observed gravity values.
 HU1746
 HU1746. The following values were computed from the NAD 83(1991) position.
 HU1746
 HU1746;                    North         East     Units Scale Factor Converg.
 HU1746;SPC DE       -    50,495.643   190,060.150   MT  0.99999622   -0 04 14.9
 HU1746;SPC DE       -   165,667.79    623,555.68   sFT  0.99999622   -0 04 14.9
 HU1746;SPC MD       -    88,524.885   528,256.275   MT  0.99997667   +0 55 20.2
 HU1746;SPC MD       -   290,435.39  1,733,120.80   sFT  0.99997667   +0 55 20.2
 HU1746;UTM  18      - 4,256,417.865   453,708.815   MT  0.99962639   -0 19 47.8
 HU1746
 HU1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1746!SPC DE       -   1.00000328  x   0.99999622  =   0.99999950
 HU1746!SPC MD       -   1.00000328  x   0.99997667  =   0.99997995
 HU1746!UTM  18      -   1.00000328  x   0.99962639  =   0.99962967
 HU1746
 HU1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5370856417(NAD 83)
 HU1746
 HU1746                          SUPERSEDED SURVEY CONTROL
 HU1746
 HU1746  NAD 83(1986)-  38 27 17.48557(N)    075 31 49.97680(W) AD(       ) 3
 HU1746  NAD 27      -  38 27 17.07006(N)    075 31 51.25067(W) AD(       ) 3
 HU1746  NGVD 29 (06/12/91)   15.124  (m)           49.62   (f) ADJUSTED    2 1
 HU1746  NGVD 29 (07/19/86)   15.3    (m)           50.     (f) VERT ANG       
 HU1746
 HU1746.Superseded values are not recommended for survey control.
 HU1746
 HU1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1746.See file dsdata.pdf to determine how the superseded data were derived.
 HU1746
 HU1746_MARKER: DU = BOUNDARY MARKER
 HU1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1746_STAMPING: E-W NO. 26 1981
 HU1746_MARK LOGO: MDDEBC
 HU1746_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1746+STABILITY: SURFACE MOTION
 HU1746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1746+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1989
 HU1746
 HU1746  HISTORY     - Date     Condition        Report By
 HU1746  HISTORY     - 1981     MONUMENTED       NGS
 HU1746  HISTORY     - 19891204 GOOD             NGS
 HU1746
 HU1746                          STATION DESCRIPTION
 HU1746
 HU1746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HU1746'THE COMPUTED POSITION OF THIS MONUMENT WAS FOUND TO BE IN THE SOUTH
 HU1746'PART OF STATE HIGHWAY 54.  THE STATES OF MARYLAND AND DELAWARE AGREED
 HU1746'THAT THE MONUMENT SHOULD BE PLACED UNDER THE ROAD AND COVERED WITH A
 HU1746'STEEL MANHOLE COVER.
 HU1746'THE MONUMENT IS LOCATED APPROXIMATELY 16 AIRLINE MILES WEST OF
 HU1746'SELBYVILLE, 2-1/2 MILES EAST OF DELMAR, AND ON STATE HIGHWAY 54
 HU1746'RIGHT-OF-WAY.
 HU1746'TO REACH FROM THE INTERSECTION OF U. S. HIGHWAY 13 AND STATE HIGHWAY
 HU1746'54 IN DELMAR, GO EAST ON STATE HIGHWAY 54 FOR 1.5 MILES (2.4 KM) TO
 HU1746'THE MONUMENT ON THE RIGHT.
 HU1746'THE SURFACE MARK IS A STANDARD MARYLAND-DELAWARE BOUNDARY DISK STAMPED
 HU1746'E-W NO. 26 1981, SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT
 HU1746'WHICH IS 17 INCHES BELOW THE ROAD SURFACE.  THE SUB-SURFACE MARKER IS
 HU1746'A NATIONAL GEODETIC SURVEY HORIZONTAL CONTROL STATION DISK STAMPED
 HU1746'E-W NO. 26 1981, SET IN AN 8-INCH MASS OF CONCRETE, 4.7 FEET (1.4 M)
 HU1746'BELOW THE ROAD SURFACE.  THE MONUMENT IS COVERED BY A 26-INCH ROUND
 HU1746'SANITARY SEWER MANHOLE COVER, 144.4 FEET (44.0 M) NORTH-NORTHWEST OF
 HU1746'THE NORTHWEST CORNER OF THE R. E. BENNETT HOME, 36.2 FEET (11.0 M)
 HU1746'SOUTH OF A TELEPHONE POLE NUMBERED 65, 36.0 FEET (11.0 M) SOUTH OF A
 HU1746'WITNESS POST, 26.5 FEET (8.1 M) NORTH-NORTHEAST OF A POWERLINE POLE
 HU1746'NUMBERED 48842 96382 48 B 15, AND 7.7 FEET (2.3 M) SOUTH OF THE
 HU1746'CENTER OF STATE HIGHWAY 54.  FOR ADDITIONAL INFORMATION, SEE RECOVERY
 HU1746'FOR ANDREWS 1974.
 HU1746
 HU1746                          STATION RECOVERY (1989)
 HU1746
 HU1746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HU1746'4.2 KM (2.61 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 HU1746'WITH THE CONRAIL RAILROAD IN DELMAR, 44.0 M (144.36 FT)
 HU1746'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 8.1 M (26.57 FT)
 HU1746'NORTH-NORTHEAST OF UTILITY POLE NUMBER 45843 96382, 2.4 M (7.87 FT)
 HU1746'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND IN A CONCRETE MONUMENT
 HU1746'THAT IS 0.5 M (1.64 FT) BELOW THE HIGHWAY SURFACE.  NOTE--ACCESS TO
 HU1746'THE THE MONUMENT IS THROUGH A 26-INCH MANHOLE COVER PRECAST
 HU1746'-SANITARY SEWER-.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1471 ***********************************************************************
 HU1471  DESIGNATION -  BOUNDARY MON EW 3 DE MD
 HU1471  PID         -  HU1471
 HU1471  STATE/COUNTY-  DE/SUSSEX
 HU1471  COUNTRY     -  US
 HU1471  USGS QUAD   -  ASSAWOMAN BAY (2016)
 HU1471
 HU1471                         *CURRENT SURVEY CONTROL
 HU1471  ______________________________________________________________________
 HU1471* NAD 83(1991) POSITION- 38 27 04.36871(N) 075 06 28.17207(W)   NO CHECK
 HU1471* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) VERTCON3
 HU1471  ______________________________________________________________________
 HU1471  GEOID HEIGHT    -        -35.899 (meters)                     GEOID18
 HU1471  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 HU1471  HORZ ORDER      -  THIRD
 HU1471
 HU1471.The horizontal coordinates were established by classical geodetic methods
 HU1471.and adjusted by the National Geodetic Survey in January 1992.
 HU1471
 HU1471.No horizontal observational check was made to the station.
 HU1471
 HU1471.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1471
 HU1471.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1471.GEOID18 height accuracy estimate available here.
 HU1471
 HU1471.Click photographs - Photos may exist for this station.
 HU1471
 HU1471.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1471
 HU1471. The following values were computed from the NAD 83(1991) position.
 HU1471
 HU1471;                    North         East     Units Scale Factor Converg.
 HU1471;SPC DE       -    50,129.974   226,959.120   MT  1.00000395   +0 11 31.4
 HU1471;SPC DE       -   164,468.09    744,615.05   sFT  1.00000395   +0 11 31.4
 HU1471;SPC MD       -    88,799.581   565,155.282   MT  0.99997714   +1 11 15.3
 HU1471;SPC MD       -   291,336.63  1,854,180.29   sFT  0.99997714   +1 11 15.3
 HU1471;UTM  18      - 4,255,885.532   490,591.499   MT  0.99960109   -0 04 01.4
 HU1471
 HU1471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1471!SPC DE       -   1.00000536  x   1.00000395  =   1.00000931
 HU1471!SPC MD       -   1.00000536  x   0.99997714  =   0.99998250
 HU1471!UTM  18      -   1.00000536  x   0.99960109  =   0.99960644
 HU1471
 HU1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9059155885(NAD 83)
 HU1471
 HU1471                          SUPERSEDED SURVEY CONTROL
 HU1471
 HU1471  NAD 83(1986)-  38 27 04.35114(N)    075 06 28.19561(W) AD(       ) 3
 HU1471  NAD 27      -  38 27 03.94115(N)    075 06 29.53563(W) AD(       ) 3
 HU1471  NGVD 29 (07/19/86)    2.     (m)            7.     (f) VERT ANG       
 HU1471
 HU1471.Superseded values are not recommended for survey control.
 HU1471
 HU1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1471.See file dsdata.pdf to determine how the superseded data were derived.
 HU1471
 HU1471_MARKER: DU = BOUNDARY MARKER
 HU1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1471_STAMPING: E-W NO. 3 1976
 HU1471_MARK LOGO: NGS
 HU1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1471+STABILITY: SURFACE MOTION
 HU1471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1471+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2008
 HU1471
 HU1471  HISTORY     - Date     Condition        Report By
 HU1471  HISTORY     - 1976     MONUMENTED       NGS
 HU1471  HISTORY     - 20080915 GOOD             GEOCAC
 HU1471
 HU1471                          STATION DESCRIPTION
 HU1471
 HU1471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1471'THE COMPUTED POSITION OF THIS MONUMENT WAS FOUND TO BE IN A
 HU1471'CULTIVATED FIELD.  A NEW POINT WAS SELECTED TO THE WEST AND OUT OF
 HU1471'ANY DANGER FROM FARM OPERATIONS.
 HU1471'
 HU1471'IT IS LOCATED ABOUT 2-3/4 MILES WEST OF FENWICK ISLAND, 1-1/2
 HU1471'MILES SOUTH OF WILLIAMSVILLE, AND ON ROAD RIGHT-OF-WAY.
 HU1471'
 HU1471'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 14 AND 54 IN
 HU1471'FENWICK ISLAND, GO WEST ON STATE HIGHWAY 54 FOR 4.25 MILES TO A
 HU1471'SIDE ROAD LEFT AT THE SOUND METHODIST CHURCH.  TURN LEFT AND GO
 HU1471'SOUTHWEST ON A PAVED ROAD FOR 0.8 MILE TO A T-INTERSECTION JUST
 HU1471'AFTER PASSING A CEMETERY ON THE RIGHT.  TURN LEFT AND GO SOUTH ON
 HU1471'A PAVED ROAD FOR 0.4 MILE TO A SIDE ROAD RIGHT AT A FARM ON THE
 HU1471'RIGHT.  TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 0.3 MILE TO
 HU1471'THE MONUMENT ON THE LEFT.
 HU1471'
 HU1471'THE SURFACE MARK IS A MARYLAND-DELAWARE BOUNDARY DISK STAMPED E-W
 HU1471'NO. 3 1976, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT
 HU1471'PROJECTING 8-INCHES.  THE SUB-SURFACE MARKER IS A STANDARD
 HU1471'NATIONAL GEODETIC SURVEY TRIANGULATION STATION DISK STAMPED E-W
 HU1471'NO. 3 1976, SET IN A 12-INCH MASS OF CONCRETE 42-INCHES BELOW THE
 HU1471'SURFACE.  THEY ARE 145 FEET SOUTHWEST OF A GAP IN A
 HU1471'NORTHEAST-SOUTHWEST FENCE LINE, 24 FEET SOUTHEAST OF THE CENTER
 HU1471'OF THE ROAD, 2 FEET NORTHWEST OF THE FENCE, AND 1.3 FEET
 HU1471'NORTHWEST OF A WITNESS POST.
 HU1471
 HU1471                          STATION RECOVERY (2008)
 HU1471
 HU1471'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 HU1471'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1475 ***********************************************************************
 HU1475  DESIGNATION -  BOUNDARY MON EW 4 DE MD
 HU1475  PID         -  HU1475
 HU1475  STATE/COUNTY-  DE/SUSSEX
 HU1475  COUNTRY     -  US
 HU1475  USGS QUAD   -  ASSAWOMAN BAY (2016)
 HU1475
 HU1475                         *CURRENT SURVEY CONTROL
 HU1475  ______________________________________________________________________
 HU1475* NAD 83(1991) POSITION- 38 27 04.31684(N) 075 07 18.74994(W)   NO CHECK
 HU1475* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) VERTCON3
 HU1475  ______________________________________________________________________
 HU1475  GEOID HEIGHT    -        -35.893 (meters)                     GEOID18
 HU1475  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 HU1475  HORZ ORDER      -  THIRD
 HU1475
 HU1475.The horizontal coordinates were established by classical geodetic methods
 HU1475.and adjusted by the National Geodetic Survey in January 1992.
 HU1475
 HU1475.No horizontal observational check was made to the station.
 HU1475
 HU1475.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1475
 HU1475.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1475.GEOID18 height accuracy estimate available here.
 HU1475
 HU1475.Click photographs - Photos may exist for this station.
 HU1475
 HU1475.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1475
 HU1475. The following values were computed from the NAD 83(1991) position.
 HU1475
 HU1475;                    North         East     Units Scale Factor Converg.
 HU1475;SPC DE       -    50,124.357   225,732.733   MT  1.00000315   +0 10 59.9
 HU1475;SPC DE       -   164,449.66    740,591.47   sFT  1.00000315   +0 10 59.9
 HU1475;SPC MD       -    88,772.659   563,929.209   MT  0.99997714   +1 10 43.6
 HU1475;SPC MD       -   291,248.30  1,850,157.75   sFT  0.99997714   +1 10 43.6
 HU1475;UTM  18      - 4,255,885.461   489,365.592   MT  0.99960139   -0 04 32.8
 HU1475
 HU1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1475!SPC DE       -   1.00000551  x   1.00000315  =   1.00000866
 HU1475!SPC MD       -   1.00000551  x   0.99997714  =   0.99998265
 HU1475!UTM  18      -   1.00000551  x   0.99960139  =   0.99960690
 HU1475
 HU1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8936555885(NAD 83)
 HU1475
 HU1475                          SUPERSEDED SURVEY CONTROL
 HU1475
 HU1475  NAD 83(1986)-  38 27 04.29956(N)    075 07 18.77334(W) AD(       ) 3
 HU1475  NAD 27      -  38 27 03.88929(N)    075 07 20.11139(W) AD(       ) 3
 HU1475  NGVD 29 (07/19/86)    1.     (m)            3.     (f) VERT ANG       
 HU1475
 HU1475.Superseded values are not recommended for survey control.
 HU1475
 HU1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1475.See file dsdata.pdf to determine how the superseded data were derived.
 HU1475
 HU1475_MARKER: DU = BOUNDARY MARKER
 HU1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1475+STABILITY: SURFACE MOTION
 HU1475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1475+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2008
 HU1475
 HU1475  HISTORY     - Date     Condition        Report By
 HU1475  HISTORY     - 1976     MONUMENTED       NGS
 HU1475  HISTORY     - 20080915 GOOD             GEOCAC
 HU1475
 HU1475                          STATION DESCRIPTION
 HU1475
 HU1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1475'THE COMPUTED POSITION OF THIS MARKER WAS FOUND TO BE IN A SAFE
 HU1475'LOCATION.  IT WAS MONUMENTED AT THIS DATE.
 HU1475'
 HU1475'IT IS LOCATED 3-1/2 MILES EAST-NORTHEAST OF BISHOPVILLE, 3-1/2
 HU1475'MILES WEST OF FENWICK ISLAND AND 3/4 MILE SOUTHEAST OF
 HU1475'WILLIAMSVILLE.  IT IS ON PROPERTY OWNED BY MR. ROLLIE HUDSON, ROUTE
 HU1475'1, BOX 94, SELBYVILLE, DELAWARE.
 HU1475'
 HU1475'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 14 AND 54 IN
 HU1475'FENWICK ISLAND, GO WEST ON STATE HIGHWAY 54 FOR 4.25 MILES TO A
 HU1475'SIDE ROAD LEFT AT THE SOUND METHODIST CHURCH.  TURN LEFT AND GO
 HU1475'SOUTHWEST ON A PAVED ROAD FOR 0.8 MILE TO A T-INTERSECTION JUST
 HU1475'AFTER PASSING A CEMETERY ON THE RIGHT.  TURN LEFT AND GO SOUTH ON
 HU1475'A PAVED ROAD FOR 0.4 MILE TO A SIDE ROAD RIGHT AT A FARM ON THE
 HU1475'RIGHT.  TURN RIGHT AND GO WEST ON A PAVED ROAD FOR 1.15 MILES
 HU1475'TO A SIDE ROAD LEFT AND MR. HUDSONS HOME ON THE LEFT.  CONTINUE
 HU1475'NORTHWEST ON THE PAVED ROAD FOR 0.05 MILE TO THE NORTHWEST
 HU1475'SIDE OF MR. HUDSONS BARN AND THE MONUMENT.
 HU1475'
 HU1475'THE SURFACE MARK IS A MARYLAND-DELAWARE BOUNDARY DISK STAMPED E-W
 HU1475'NO. 4 1976, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT
 HU1475'WHICH IS FLUSH WITH THE SURFACE.  THE SUB-SURFACE MARKER IS A
 HU1475'STANDARD NATIONAL GEODETIC SURVEY TRIANGULATION STATION DISK
 HU1475'STAMPED E-W NO. 4 1976, SET IN AN 8-INCH MASS OF CONCRETE
 HU1475'42-INCHES BELOW THE SURFACE.  THEY ARE 55.5 FEET SOUTHEAST OF A
 HU1475'POWERLINE POLE WITH A TRANSFORMER, 40 FEET SOUTHWEST OF THE
 HU1475'CENTER OF THE PAVED ROAD, 32.5 FEET SOUTH OF A 12-INCH WALNUT
 HU1475'TREE, 27.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF MR.
 HU1475'HUDSONS BARN, AND 24.2 FEET SOUTHWEST OF A WHITE WOODEN FENCE.
 HU1475
 HU1475                          STATION RECOVERY (2008)
 HU1475
 HU1475'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 HU1475'NOTE - BARN HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1546 ***********************************************************************
 HU1546  DESIGNATION -  BOUNDARY MON EW 5 DE MD
 HU1546  PID         -  HU1546
 HU1546  STATE/COUNTY-  DE/SUSSEX
 HU1546  COUNTRY     -  US
 HU1546  USGS QUAD   -  SELBYVILLE (2016)
 HU1546
 HU1546                         *CURRENT SURVEY CONTROL
 HU1546  ______________________________________________________________________
 HU1546* NAD 83(1991) POSITION- 38 27 04.24262(N) 075 08 22.33785(W)   ADJUSTED
 HU1546* NAVD 88 ORTHO HEIGHT -     3.9   (meters)       13.    (feet) VERTCON3
 HU1546  ______________________________________________________________________
 HU1546  GEOID HEIGHT    -        -35.887 (meters)                     GEOID18
 HU1546  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 HU1546  HORZ ORDER      -  SECOND
 HU1546
 HU1546.The horizontal coordinates were established by classical geodetic methods
 HU1546.and adjusted by the National Geodetic Survey in January 1992.
 HU1546
 HU1546.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1546
 HU1546.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1546.GEOID18 height accuracy estimate available here.
 HU1546
 HU1546.Click photographs - Photos may exist for this station.
 HU1546
 HU1546.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1546
 HU1546. The following values were computed from the NAD 83(1991) position.
 HU1546
 HU1546;                    North         East     Units Scale Factor Converg.
 HU1546;SPC DE       -    50,117.283   224,190.885   MT  1.00000220   +0 10 20.4
 HU1546;SPC DE       -   164,426.45    735,532.93   sFT  1.00000220   +0 10 20.4
 HU1546;SPC MD       -    88,738.801   562,387.756   MT  0.99997714   +1 10 03.7
 HU1546;SPC MD       -   291,137.22  1,845,100.50   sFT  0.99997714   +1 10 03.7
 HU1546;UTM  18      - 4,255,885.360   487,824.346   MT  0.99960183   -0 05 12.4
 HU1546
 HU1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1546!SPC DE       -   1.00000503  x   1.00000220  =   1.00000723
 HU1546!SPC MD       -   1.00000503  x   0.99997714  =   0.99998216
 HU1546!UTM  18      -   1.00000503  x   0.99960183  =   0.99960685
 HU1546
 HU1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8782455885(NAD 83)
 HU1546
 HU1546                          SUPERSEDED SURVEY CONTROL
 HU1546
 HU1546  NAD 83(1986)-  38 27 04.22561(N)    075 08 22.36135(W) AD(       ) 2
 HU1546  NAD 27      -  38 27 03.81561(N)    075 08 23.69635(W) AD(       ) 2
 HU1546  NGVD 29 (07/19/86)    4.1    (m)           13.     (f) VERT ANG       
 HU1546
 HU1546.Superseded values are not recommended for survey control.
 HU1546
 HU1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1546.See file dsdata.pdf to determine how the superseded data were derived.
 HU1546
 HU1546_MARKER: Z = SEE DESCRIPTION
 HU1546_SETTING: 0 = UNSPECIFIED SETTING
 HU1546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1546+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2007
 HU1546
 HU1546  HISTORY     - Date     Condition        Report By
 HU1546  HISTORY     - 1974     MONUMENTED       NGS
 HU1546  HISTORY     - 1976     GOOD             NGS
 HU1546  HISTORY     - 20050614 GOOD             UE
 HU1546  HISTORY     - 20071001 GOOD             GEOCAC
 HU1546
 HU1546                          STATION DESCRIPTION
 HU1546
 HU1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU1546'THE MONUMENT IS LOCATED ABOUT 5 MILES EAST OF SELBYVILLE, 4.5 MILES
 HU1546'WEST OF FENWICK ISLAND, 3 MILES EAST-NORTHEAST OF BISHOPVILLE, 0.7
 HU1546'MILE SOUTH-SOUTHWEST OF WILLIAMSVILLE AND ON LAND OWNED BY
 HU1546'MR. RALLIE HALL, SELBYVILLE, DELAWARE, TELEPHONE NUMBER 436-8808.
 HU1546'
 HU1546'TO REACH THE MONUMENT FROM BOYDS STORE IN WILLIAMSVILLE, GO
 HU1546'SOUTHERLY ON A PAVED ROAD FOR 0.6 MILE TO A SIDE ROAD LEFT.  TURN
 HU1546'LEFT AND GO EAST ON A PAVED ROAD FOR 0.05 MILE TO AN OPENING IN A
 HU1546'FENCE ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY ACROSS AN OPEN
 HU1546'FIELD FOR 0.05 MILE TO A FENCE CORNER AND THE MARK.
 HU1546'
 HU1546'THE MARK, A 6 BY 12 INCH GRANITE MONUMENT WITH A CHISELED CROSS
 HU1546'IN THE TOP AND PROJECTS 2.4 FEET ABOVE THE GROUND SURFACE.  IT IS
 HU1546'14 FEET EAST OF AN 18-INCH OAK TREE AND 10 FEET SOUTHWEST OF THE
 HU1546'FENCE CORNER.
 HU1546'
 HU1546'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1546'0.7 MILE SOUTH-SOUTHWEST OF WILLIAMSVILLE.
 HU1546
 HU1546                          STATION RECOVERY (1976)
 HU1546
 HU1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1546'THE MONUMENT WAS RECOVERED AND FOUND IN GOOD CONDITION AS
 HU1546'PREVIOUSLY DESCRIBED.
 HU1546'
 HU1546'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1546'3 MILES EAST-NORTHEAST OF BISHOPVILLE.
 HU1546
 HU1546                          STATION RECOVERY (2005)
 HU1546
 HU1546'RECOVERY NOTE BY URBAN ENGINEERS INC 2005 (WBF)
 HU1546'ALSO FOUND TWO REFERENCE MARKS ALONG FENCE LINES ABOUT 100 FEET AWAY,
 HU1546'STANDARD DISKS IN CONCRETE SET ABOVE GROUND, WITH ARROWS (ONE
 HU1546'IMPROPERLY AIMED) BUT NO TEXT.
 HU1546
 HU1546                          STATION RECOVERY (2007)
 HU1546
 HU1546'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 HU1546'THE STONE IS ERECT AND STABLE, ANS IS LOCATED ABOUT TEN FET SOUTH OF
 HU1546'THE SOUTHWEST FENCE CORNER OF AN OVERGROWN PASTURE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1559 ***********************************************************************
 HU1559  DESIGNATION -  BOUNDARY MON EW 6 DE MD
 HU1559  PID         -  HU1559
 HU1559  STATE/COUNTY-  DE/SUSSEX
 HU1559  COUNTRY     -  US
 HU1559  USGS QUAD   -  SELBYVILLE (2016)
 HU1559
 HU1559                         *CURRENT SURVEY CONTROL
 HU1559  ______________________________________________________________________
 HU1559* NAD 83(1991) POSITION- 38 27 04.29704(N) 075 09 28.10568(W)   NO CHECK
 HU1559* NAVD 88 ORTHO HEIGHT -     6.    (meters)       20.    (feet) VERTCON3
 HU1559  ______________________________________________________________________
 HU1559  GEOID HEIGHT    -        -35.882 (meters)                     GEOID18
 HU1559  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 HU1559  HORZ ORDER      -  THIRD
 HU1559
 HU1559.The horizontal coordinates were established by classical geodetic methods
 HU1559.and adjusted by the National Geodetic Survey in January 1992.
 HU1559
 HU1559.No horizontal observational check was made to the station.
 HU1559
 HU1559.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1559
 HU1559.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1559.GEOID18 height accuracy estimate available here.
 HU1559
 HU1559.Click photographs - Photos may exist for this station.
 HU1559
 HU1559.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1559
 HU1559. The following values were computed from the NAD 83(1991) position.
 HU1559
 HU1559;                    North         East     Units Scale Factor Converg.
 HU1559;SPC DE       -    50,114.322   222,596.167   MT  1.00000129   +0 09 39.5
 HU1559;SPC DE       -   164,416.74    730,300.92   sFT  1.00000129   +0 09 39.5
 HU1559;SPC MD       -    88,708.141   560,793.370   MT  0.99997714   +1 09 22.4
 HU1559;SPC MD       -   291,036.63  1,839,869.58   sFT  0.99997714   +1 09 22.4
 HU1559;UTM  18      - 4,255,889.610   486,230.269   MT  0.99960233   -0 05 53.3
 HU1559
 HU1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1559!SPC DE       -   1.00000473  x   1.00000129  =   1.00000602
 HU1559!SPC MD       -   1.00000473  x   0.99997714  =   0.99998187
 HU1559!UTM  18      -   1.00000473  x   0.99960233  =   0.99960705
 HU1559
 HU1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8623055889(NAD 83)
 HU1559
 HU1559                          SUPERSEDED SURVEY CONTROL
 HU1559
 HU1559  NAD 83(1986)-  38 27 04.28036(N)    075 09 28.12914(W) AD(       ) 3
 HU1559  NAD 27      -  38 27 03.87018(N)    075 09 29.46139(W) AD(       ) 3
 HU1559  NGVD 29 (07/19/86)    6.     (m)           20.     (f) VERT ANG       
 HU1559
 HU1559.Superseded values are not recommended for survey control.
 HU1559
 HU1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1559.See file dsdata.pdf to determine how the superseded data were derived.
 HU1559
 HU1559_MARKER: DD = SURVEY DISK
 HU1559_SETTING: 0 = UNSPECIFIED SETTING
 HU1559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1559
 HU1559  HISTORY     - Date     Condition        Report By
 HU1559  HISTORY     - 1976     MONUMENTED       NGS
 HU1559  HISTORY     - 20050614 MARK NOT FOUND   UE
 HU1559
 HU1559                          STATION DESCRIPTION
 HU1559
 HU1559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1559'THE POSITION OF THIS MONUMENT WAS FOUND TO BE IN THE EASTBOUND LANE
 HU1559'OF STATE LINE ROAD.  THE MONUMENT WAS PLACED UNDER A MANHOLE AT
 HU1559'THIS DATE.
 HU1559'
 HU1559'IT IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF SELBYVILLE, 1-1/2
 HU1559'MILES NORTHEAST OF BISHOPVILLE, AND ON ROAD RIGHT-OF-WAY.
 HU1559'
 HU1559'TO REACH FROM THE POST OFFICE IN BISHOPVILLE, GO NORTHEAST ON A
 HU1559'PAVED ROAD FOR 0.75 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 HU1559'EAST ON STATE LINE ROAD FOR 0.9 MILE TO THE AZIMUTH MARK ON THE
 HU1559'LEFT.  CONTINUE EAST ON STATE LINE ROAD FOR 0.5 MILE TO THE
 HU1559'MANHOLE AND THE MARKER.
 HU1559'
 HU1559'THE SURFACE MARK IS A MARYLAND-DELAWARE BOUNDARY DISK STAMPED E-W
 HU1559'NO. 6 1976 SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT WHICH IS
 HU1559'20-INCHES BELOW THE TOP OF THE 24-INCH MANHOLE.  THE SUB-SURFACE
 HU1559'MARKER IS A NATIONAL GEODETIC SURVEY TRIANGULATION STATION DISK
 HU1559'STAMPED E-W NO. 6 1976, SET IN AN 8-INCH MASS OF CONCRETE WHICH
 HU1559'IS 48 INCHES BELOW THE SURFACE.  THEY ARE 19.3 FEET NORTH OF A
 HU1559'WITNESS POST, 16 FEET NORTH OF A POWERLINE POLE NUMBERED 12,
 HU1559'AND 3 FEET SOUTH OF THE CENTER OF STATE LINE ROAD.
 HU1559'
 HU1559'FOR ADDITIONAL INFORMATION, SEE DESCRIPTION FOR STATION DICK 1974.
 HU1559
 HU1559                          STATION RECOVERY (2005)
 HU1559
 HU1559'RECOVERY NOTE BY URBAN ENGINEERS INC 2005 (WBF)
 HU1559'MANHOLE IS PAVED OVER. WITNESS POST IS GONE. DID NOT ATTEMPT TO REMOVE
 HU1559'PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1561 ***********************************************************************
 HU1561  DESIGNATION -  BOUNDARY MON EW 7 DE MD
 HU1561  PID         -  HU1561
 HU1561  STATE/COUNTY-  DE/SUSSEX
 HU1561  COUNTRY     -  US
 HU1561  USGS QUAD   -  SELBYVILLE (2016)
 HU1561
 HU1561                         *CURRENT SURVEY CONTROL
 HU1561  ______________________________________________________________________
 HU1561* NAD 83(1991) POSITION- 38 27 04.34320(N) 075 10 37.43904(W)   NO CHECK
 HU1561* NAVD 88 ORTHO HEIGHT -     6.    (meters)       20.    (feet) VERTCON3
 HU1561  ______________________________________________________________________
 HU1561  GEOID HEIGHT    -        -35.877 (meters)                     GEOID18
 HU1561  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 HU1561  HORZ ORDER      -  THIRD
 HU1561
 HU1561.The horizontal coordinates were established by classical geodetic methods
 HU1561.and adjusted by the National Geodetic Survey in January 1992.
 HU1561
 HU1561.No horizontal observational check was made to the station.
 HU1561
 HU1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1561
 HU1561.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1561.GEOID18 height accuracy estimate available here.
 HU1561
 HU1561.Click photographs - Photos may exist for this station.
 HU1561
 HU1561.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1561
 HU1561. The following values were computed from the NAD 83(1991) position.
 HU1561
 HU1561;                    North         East     Units Scale Factor Converg.
 HU1561;SPC DE       -    50,111.198   220,914.996   MT  1.00000038   +0 08 56.4
 HU1561;SPC DE       -   164,406.49    724,785.28   sFT  1.00000038   +0 08 56.4
 HU1561;SPC MD       -    88,675.819   559,112.546   MT  0.99997714   +1 08 38.9
 HU1561;SPC MD       -   290,930.58  1,834,355.08   sFT  0.99997714   +1 08 38.9
 HU1561;UTM  18      - 4,255,894.086   484,549.771   MT  0.99960294   -0 06 36.4
 HU1561
 HU1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1561!SPC DE       -   1.00000473  x   1.00000038  =   1.00000511
 HU1561!SPC MD       -   1.00000473  x   0.99997714  =   0.99998187
 HU1561!UTM  18      -   1.00000473  x   0.99960294  =   0.99960766
 HU1561
 HU1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8454955894(NAD 83)
 HU1561
 HU1561                          SUPERSEDED SURVEY CONTROL
 HU1561
 HU1561  NAD 83(1986)-  38 27 04.32685(N)    075 10 37.46254(W) AD(       ) 3
 HU1561  NAD 27      -  38 27 03.91651(N)    075 10 38.79206(W) AD(       ) 3
 HU1561  NGVD 29 (07/19/86)    6.     (m)           20.     (f) VERT ANG       
 HU1561
 HU1561.Superseded values are not recommended for survey control.
 HU1561
 HU1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1561.See file dsdata.pdf to determine how the superseded data were derived.
 HU1561
 HU1561_MARKER: DD = SURVEY DISK
 HU1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1561+STABILITY: SURFACE MOTION
 HU1561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1561+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2005
 HU1561
 HU1561  HISTORY     - Date     Condition        Report By
 HU1561  HISTORY     - 1976     MONUMENTED       NGS
 HU1561  HISTORY     - 19910502 GOOD             USPSQD
 HU1561  HISTORY     - 20050614 GOOD             UE
 HU1561
 HU1561                          STATION DESCRIPTION
 HU1561
 HU1561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1561'THE COMPUTED POSITION OF THIS MONUMENT WAS FOUND TO BE ON THE EDGE
 HU1561'OF STATE LINE ROAD.  THERE WAS NO WAY TO MOVE IT EAST OR WEST ON
 HU1561'LINE.  MARYLAND AND DELAWARE REQUESTED THAT THE MONUMENT BE SET ON
 HU1561'THE RIGHT-OF-WAY WHERE THE COMPUTED POSITION FALLS.
 HU1561'
 HU1561'THE MONUMENT IS LOCATED ABOUT 2-1/2 MILES EAST-SOUTHEAST OF
 HU1561'SELBYVILLE, 1 MILE EAST-SOUTHEAST OF BISHOPVILLE AND ON ROAD
 HU1561'RIGHT-OF-WAY.
 HU1561'
 HU1561'TO REACH FROM THE POST OFFICE IN BISHOPVILLE, GO NORTHEAST ON A
 HU1561'PAVED ROAD FOR 0.75 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 HU1561'EAST ON STATE LINE ROAD FOR 0.4 MILE TO THE MARKER ON THE RIGHT.
 HU1561'
 HU1561'THE SURFACE MARK IS A MARYLAND-DELAWARE BOUNDARY DISK STAMPED E-W
 HU1561'NO. 7 1976, SET IN THE TOP OF A 20-INCH ROUND CONCRETE MONUMENT
 HU1561'WHICH IS FLUSH WITH THE EDGE OF THE ROAD.  THE SUB-SURFACE MARKER
 HU1561'IS A NATIONAL GEODETIC SURVEY TRIANGULATION STATION DISK STAMPED
 HU1561'E-W NO. 7 1976, SET IN A 20-INCH MASS OF CONCRETE 48-INCHES BELOW
 HU1561'THE SURFACE.  THEY ARE 66.4 FEET SOUTHEAST OF A WITNESS POST, 22
 HU1561'FEET NORTH OF THE TIMBER AREA, 11.5 FEET SOUTH OF THE CENTER OF
 HU1561'STATE LINE ROAD, 8.6 FEET NORTH-NORTHEAST OF A POWERLINE POLE
 HU1561'NUMBERED 18, 3.4 FEET NORTH OF A WITNESS POST, AND 1 FOOT
 HU1561'SOUTH OF THE SOUTH EDGE OF THE ROAD.
 HU1561'
 HU1561'FOR ADDITIONAL INFORMATION, SEE DESCRIPTION FOR TRIANGULATION
 HU1561'STATION BISHOPVILLE 1974.
 HU1561
 HU1561                          STATION RECOVERY (1991)
 HU1561
 HU1561'RECOVERY NOTE BY US POWER SQUADRON 1991 (WMK)
 HU1561'RECOVERED IN GOOD CONDITION.
 HU1561
 HU1561                          STATION RECOVERY (2005)
 HU1561
 HU1561'RECOVERY NOTE BY URBAN ENGINEERS INC 2005 (WBF)
 HU1561'POLE NO. 18 IS NOW NO. 58870/96212.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1563 ***********************************************************************
 HU1563  DESIGNATION -  BOUNDARY MON EW 8 DE MD
 HU1563  PID         -  HU1563
 HU1563  STATE/COUNTY-  DE/SUSSEX
 HU1563  COUNTRY     -  US
 HU1563  USGS QUAD   -  SELBYVILLE (2016)
 HU1563
 HU1563                         *CURRENT SURVEY CONTROL
 HU1563  ______________________________________________________________________
 HU1563* NAD 83(1991) POSITION- 38 27 04.37665(N) 075 11 43.86150(W)   NO CHECK
 HU1563* NAVD 88 ORTHO HEIGHT -     8.    (meters)       26.    (feet) VERTCON3
 HU1563  ______________________________________________________________________
 HU1563  GEOID HEIGHT    -        -35.873 (meters)                     GEOID18
 HU1563  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 HU1563  HORZ ORDER      -  THIRD
 HU1563
 HU1563.The horizontal coordinates were established by classical geodetic methods
 HU1563.and adjusted by the National Geodetic Survey in January 1992.
 HU1563
 HU1563.No horizontal observational check was made to the station.
 HU1563
 HU1563.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1563
 HU1563.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1563.GEOID18 height accuracy estimate available here.
 HU1563
 HU1563.Click photographs - Photos may exist for this station.
 HU1563
 HU1563.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1563
 HU1563. The following values were computed from the NAD 83(1991) position.
 HU1563
 HU1563;                    North         East     Units Scale Factor Converg.
 HU1563;SPC DE       -    50,108.203   219,304.409   MT  0.99999959   +0 08 15.1
 HU1563;SPC DE       -   164,396.66    719,501.22   sFT  0.99999959   +0 08 15.1
 HU1563;SPC MD       -    88,644.854   557,502.291   MT  0.99997714   +1 07 57.2
 HU1563;SPC MD       -   290,828.99  1,829,072.10   sFT  0.99997714   +1 07 57.2
 HU1563;UTM  18      - 4,255,898.372   482,939.826   MT  0.99960358   -0 07 17.7
 HU1563
 HU1563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1563!SPC DE       -   1.00000441  x   0.99999959  =   1.00000400
 HU1563!SPC MD       -   1.00000441  x   0.99997714  =   0.99998155
 HU1563!UTM  18      -   1.00000441  x   0.99960358  =   0.99960799
 HU1563
 HU1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8293955898(NAD 83)
 HU1563
 HU1563                          SUPERSEDED SURVEY CONTROL
 HU1563
 HU1563  NAD 83(1986)-  38 27 04.36052(N)    075 11 43.88505(W) AD(       ) 3
 HU1563  NAD 27      -  38 27 03.95012(N)    075 11 45.21206(W) AD(       ) 3
 HU1563  NGVD 29 (07/19/86)    8.     (m)           26.     (f) VERT ANG       
 HU1563
 HU1563.Superseded values are not recommended for survey control.
 HU1563
 HU1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1563.See file dsdata.pdf to determine how the superseded data were derived.
 HU1563
 HU1563_MARKER: DU = BOUNDARY MARKER
 HU1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1563_STAMPING: E-W NO 8 1976
 HU1563_MARK LOGO: NGS
 HU1563_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1563+STABILITY: SURFACE MOTION
 HU1563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1563+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2005
 HU1563
 HU1563  HISTORY     - Date     Condition        Report By
 HU1563  HISTORY     - 1976     MONUMENTED       NGS
 HU1563  HISTORY     - 1976     GOOD             NGS
 HU1563  HISTORY     - 19890913 GOOD             MDSHA
 HU1563  HISTORY     - 20050614 GOOD             UE
 HU1563
 HU1563                          STATION DESCRIPTION
 HU1563
 HU1563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1563'THE COMPUTED POSITION OF THIS MONUMENT WAS FOUND TO BE IN A
 HU1563'CULTIVATED FIELD.  IT WAS RELOCATED 19.07 FEET TO THE EAST AND OUT
 HU1563'OF THE CULTIVATED FIELD.
 HU1563'
 HU1563'THE MONUMENT IS LOCATED 2 MILES EAST OF SELBYVILLE, 8 MILES WEST
 HU1563'OF FENWICK ISLAND AND IN THE NORTH EDGE OF BISHOPVILLE.  IT IS ON
 HU1563'ROAD RIGHT-OF-WAY.
 HU1563'
 HU1563'TO REACH FROM THE POST OFFICE IN BISHOPVILLE, GO NORTHEAST ON A
 HU1563'PAVED ROAD FOR 0.4 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 HU1563'SOUTHWEST ON A PAVED ROAD FOR 0.4 MILE TO THE MONUMENT ON THE LEFT.
 HU1563'
 HU1563'THE SURFACE MARK IS A MARYLAND-DELAWARE BOUNDARY DISK STAMPED E-W
 HU1563'NO. 8 1976, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT
 HU1563'WHICH IS FLUSH WITH THE SURFACE.  THE SUB-SURFACE MARKER IS A
 HU1563'STANDARD NATIONAL GEODETIC SURVEY TRIANGULATION STATION DISK
 HU1563'STAMPED E-W NO. 8 1976, SET IN AN 8-INCH MASS OF CONCRETE
 HU1563'42-INCHES BELOW THE SURFACE.  THEY ARE 100 YARDS NORTHWEST OF MOST
 HU1563'NORTHWEST HOUSE IN BISHOPVILLE, 93 FEET SOUTHEAST OF A POWERLINE
 HU1563'POLE NUMBERED 19T66, 66.5 FEET NORTHWEST OF A POWERLINE
 HU1563'POLE NUMBERED 19T65, 24 FEET NORTHWEST OF A MARYLAND BOUNDARY
 HU1563'ROAD SIGN, AND 14 FEET SOUTH OF THE CENTER OF THE ROAD.
 HU1563
 HU1563                          STATION RECOVERY (1976)
 HU1563
 HU1563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HU1563'RECOVERED IN GOOD CONDITION.
 HU1563
 HU1563                          STATION RECOVERY (1989)
 HU1563
 HU1563'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 1989
 HU1563'THE MARK IS LOCATED ABOUT 1.0 KM (0.6 MI) NORTH OF BISHOPVILLE ON ROAD
 HU1563'RIGHT-OF-WAY.
 HU1563'TO REACH THE MARK FROM THE POST OFFICE IN BISHOPVILLE, GO NORTHEAST ON
 HU1563'STATE HIGHWAY 367 FOR 0.65 KM (0.40 MI) TO A SIDE ROAD LEFT.  TURN
 HU1563'LEFT AND GO WEST ON BISHOPVILLE ROAD TO THE STATE LINE AND THE MARK
 HU1563'ON THE LEFT.
 HU1563'THE MARK IS SET IN THE TOP OF A 0.3 M (1.0 FT) ROUND CONCRETE POST
 HU1563'FLUSH WITH THE GROUND.  IT IS 63.9 FT (19.5 M) NORTHWEST OF A
 HU1563'POWERLINE POLE NUMBERED 58436-96209,  61.7 FT (18.8 M) SOUTHEAST OF
 HU1563'THE SOUTH END OF A CONCRETE CULVERT, 13.5 FT (4.1 M) SOUTHWEST OF THE
 HU1563'CENTERLINE OF BISHOPVILLE ROAD AND 99.2 FT (30.2 M) SOUTH OF A
 HU1563'WITNESS POST.
 HU1563
 HU1563                          STATION RECOVERY (2005)
 HU1563
 HU1563'RECOVERY NOTE BY URBAN ENGINEERS INC 2005 (WBF)
 HU1563'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1565 ***********************************************************************
 HU1565  DESIGNATION -  BOUNDARY MON EW 9 DE MD
 HU1565  PID         -  HU1565
 HU1565  STATE/COUNTY-  DE/SUSSEX
 HU1565  COUNTRY     -  US
 HU1565  USGS QUAD   -  SELBYVILLE (2016)
 HU1565
 HU1565                         *CURRENT SURVEY CONTROL
 HU1565  ______________________________________________________________________
 HU1565* NAD 83(1991) POSITION- 38 27 04.40405(N) 075 13 06.58186(W)   NO CHECK
 HU1565* NAVD 88 ORTHO HEIGHT -    11.    (meters)       36.    (feet) VERTCON3
 HU1565  ______________________________________________________________________
 HU1565  GEOID HEIGHT    -        -35.869 (meters)                     GEOID18
 HU1565  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 HU1565  HORZ ORDER      -  THIRD
 HU1565
 HU1565.The horizontal coordinates were established by classical geodetic methods
 HU1565.and adjusted by the National Geodetic Survey in January 1992.
 HU1565
 HU1565.No horizontal observational check was made to the station.
 HU1565
 HU1565.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1565
 HU1565.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1565.GEOID18 height accuracy estimate available here.
 HU1565
 HU1565.Click photographs - Photos may exist for this station.
 HU1565
 HU1565.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1565
 HU1565. The following values were computed from the NAD 83(1991) position.
 HU1565
 HU1565;                    North         East     Units Scale Factor Converg.
 HU1565;SPC DE       -    50,104.483   217,298.639   MT  0.99999868   +0 07 23.6
 HU1565;SPC DE       -   164,384.46    712,920.62   sFT  0.99999868   +0 07 23.6
 HU1565;SPC MD       -    88,606.307   555,496.933   MT  0.99997713   +1 07 05.3
 HU1565;SPC MD       -   290,702.53  1,822,492.85   sFT  0.99997713   +1 07 05.3
 HU1565;UTM  18      - 4,255,903.722   480,934.852   MT  0.99960448   -0 08 09.1
 HU1565
 HU1565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1565!SPC DE       -   1.00000394  x   0.99999868  =   1.00000262
 HU1565!SPC MD       -   1.00000394  x   0.99997713  =   0.99998107
 HU1565!UTM  18      -   1.00000394  x   0.99960448  =   0.99960842
 HU1565
 HU1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8093455903(NAD 83)
 HU1565
 HU1565                          SUPERSEDED SURVEY CONTROL
 HU1565
 HU1565  NAD 83(1986)-  38 27 04.38850(N)    075 13 06.60530(W) AD(       ) 3
 HU1565  NAD 27      -  38 27 03.97764(N)    075 13 07.92898(W) AD(       ) 3
 HU1565  NGVD 29 (07/19/86)   11.     (m)           36.     (f) VERT ANG       
 HU1565
 HU1565.Superseded values are not recommended for survey control.
 HU1565
 HU1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1565.See file dsdata.pdf to determine how the superseded data were derived.
 HU1565
 HU1565_MARKER: DU = BOUNDARY MARKER
 HU1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1565_STAMPING: E-W NO 9 1976
 HU1565_MARK LOGO: NGS
 HU1565_PROJECTION: RECESSED 3 CENTIMETERS
 HU1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1565+STABILITY: SURFACE MOTION
 HU1565
 HU1565  HISTORY     - Date     Condition        Report By
 HU1565  HISTORY     - 1976     MONUMENTED       NGS
 HU1565
 HU1565                          STATION DESCRIPTION
 HU1565
 HU1565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1565'THE COMPUTED POSITION OF THIS MONUMENT WAS FOUND TO BE IN THE EDGE
 HU1565'OF A ROAD.  MARYLAND AND DELAWARE DECIDED THAT IT WAS THE SAFEST
 HU1565'LOCATION IN THE AREA.  THEREFORE, THE MONUMENT WAS ESTABLISHED AT
 HU1565'THIS DATE.
 HU1565'
 HU1565'THE MONUMENT IS LOCATED 1 MILE EAST OF SELBYVILLE, 9 MILES WEST
 HU1565'OF FENWICK ISLAND AND ON ROAD RIGHT-OF-WAY.
 HU1565'
 HU1565'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 113 AND STATE
 HU1565'HIGHWAY 54 IN SELBYVILLE, GO EAST ON STATE HIGHWAY 54 FOR 0.5
 HU1565'MILE TO A T-INTERSECTION, TURN RIGHT AND GO SOUTH ON MAIN STREET
 HU1565'FOR 0.55 MILE TO A POINT WHERE STATE HIGHWAY 54 TURNS
 HU1565'LEFT.  CONTINUE SOUTH AND SOUTHEAST ON MAIN STREET FOR 0.4 MILE
 HU1565'TO THE MARKER ON THE LEFT.
 HU1565'
 HU1565'THE SURFACE MARKER IS A MARYLAND-DELAWARE BOUNDARY DISK STAMPED
 HU1565'E-W NO. 9 1976, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT
 HU1565'WHICH IS 1-INCH BELOW THE SURFACE.  THE SUB-SURFACE MARKER IS A
 HU1565'NATIONAL GEODETIC SURVEY TRIANGULATION STATION DISK STAMPED E-W
 HU1565'NO. 9 1976, SET IN AN 8-INCH MASS OF CONCRETE 42 INCHES BELOW THE
 HU1565'SURFACE.  THEY ARE 85 FEET SOUTH OF A PRIVATE DRIVE, 64 FEET
 HU1565'SOUTHWEST OF A POWERLINE POLE NUMBERED 43, 48 FEET NORTHEAST OF
 HU1565'A POWERLINE POLE NUMBERED 44, 32 FEET NORTHEAST OF A FIELD
 HU1565'ENTRANCE, 15 FEET SOUTH OF THE CENTER OF THE ROAD, AND 1 FOOT
 HU1565'WEST OF A WITNESS POST.
 HU1565'
 HU1565'FOR ADDITIONAL INFORMATION, SEE DESCRIPTION FOR STATION CABE 1974.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1443 ***********************************************************************
 HU1443  DESIGNATION -  BOUNDARY MON INITIAL DE MD
 HU1443  PID         -  HU1443
 HU1443  STATE/COUNTY-  DE/SUSSEX
 HU1443  COUNTRY     -  US
 HU1443  USGS QUAD   -  ASSAWOMAN BAY (2016)
 HU1443
 HU1443                         *CURRENT SURVEY CONTROL
 HU1443  ______________________________________________________________________
 HU1443* NAD 83(1991) POSITION- 38 27 04.50984(N) 075 03 17.81367(W)   ADJUSTED
 HU1443* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 HU1443  ______________________________________________________________________
 HU1443  GEOID HEIGHT    -        -35.924 (meters)                     GEOID18
 HU1443  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 HU1443  HORZ ORDER      -  SECOND
 HU1443
 HU1443.The horizontal coordinates were established by classical geodetic methods
 HU1443.and adjusted by the National Geodetic Survey in January 1992.
 HU1443
 HU1443.The orthometric height was scaled from a topographic map.
 HU1443
 HU1443.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1443.GEOID18 height accuracy estimate available here.
 HU1443
 HU1443.Click photographs - Photos may exist for this station.
 HU1443
 HU1443.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1443
 HU1443. The following values were computed from the NAD 83(1991) position.
 HU1443
 HU1443;                    North         East     Units Scale Factor Converg.
 HU1443;SPC DE       -    50,151.122   231,574.844   MT  1.00000727   +0 13 29.8
 HU1443;SPC DE       -   164,537.47    759,758.47   sFT  1.00000727   +0 13 29.8
 HU1443;SPC MD       -    88,900.932   569,769.810   MT  0.99997713   +1 13 14.8
 HU1443;SPC MD       -   291,669.14  1,869,319.78   sFT  0.99997713   +1 13 14.8
 HU1443;UTM  18      - 4,255,885.806   495,205.403   MT  0.99960028   -0 02 03.0
 HU1443
 HU1443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1443!SPC DE       -   1.00000520  x   1.00000727  =   1.00001247
 HU1443!SPC MD       -   1.00000520  x   0.99997713  =   0.99998233
 HU1443!UTM  18      -   1.00000520  x   0.99960028  =   0.99960548
 HU1443
 HU1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9520555885(NAD 83)
 HU1443
 HU1443                          SUPERSEDED SURVEY CONTROL
 HU1443
 HU1443  NAD 83(1986)-  38 27 04.49120(N)    075 03 17.83759(W) AD(       ) 2
 HU1443  NAD 27      -  38 27 04.08200(N)    075 03 19.18500(W) AD(       ) 2
 HU1443
 HU1443.Superseded values are not recommended for survey control.
 HU1443
 HU1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1443.See file dsdata.pdf to determine how the superseded data were derived.
 HU1443
 HU1443_MARKER: DR = REFERENCE MARK DISK
 HU1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1443_STAMPING: FENWICK ISLAND NO. 2 1932
 HU1443_MARK LOGO: CGS
 HU1443_PROJECTION: PROJECTING 91 CENTIMETERS
 HU1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1443+STABILITY: SURFACE MOTION
 HU1443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1443+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2020
 HU1443
 HU1443  HISTORY     - Date     Condition        Report By
 HU1443  HISTORY     - 1932     MONUMENTED       CGS
 HU1443  HISTORY     - 1974     GOOD             NGS
 HU1443  HISTORY     - 20060522 GOOD             GEOCAC
 HU1443  HISTORY     - 20200605 GOOD             WTBALL
 HU1443
 HU1443                          STATION DESCRIPTION
 HU1443
 HU1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU1443'THE MONUMENT IS LOCATED AT FENWICK ISLAND, NEAR THE FENWICK
 HU1443'ISLAND, LIGHTHOUSE.
 HU1443'
 HU1443'TO REACH THE MONUMENT FROM THE JUNCTION OF STATE ROAD 14 AND
 HU1443'54 IN FENWICK ISLAND, GO SOUTH ON STATE ROAD 14 FOR 0.05 MILE TO
 HU1443'THE STATE LINE AND A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST
 HU1443'ON A SAND ROAD FOR 0.1 MILE TO THE MONUMENT ON THE RIGHT.
 HU1443'
 HU1443'THE MARK, A 6 BY 12 INCH GRANITE MONUMENT WITH A U.S.C. AND
 HU1443'G.S. REFERENCE MARK DISK CEMENTED IN THE TOP, STAMPED FENWICK
 HU1443'ISLAND NO 2 1932.  THE MONUMENT IS PROJECTING 36 INCHES ABOVE
 HU1443'THE GROUND SURFACE.
 HU1443'
 HU1443'FOR ADDITIONAL INFORMATION SEE DESCRIPTION FOR FENWICK ISLAND
 HU1443'RM 5.
 HU1443'
 HU1443'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1443'IN FENWICK ISLAND.
 HU1443
 HU1443                          STATION RECOVERY (2006)
 HU1443
 HU1443'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU1443'RECOVERED IN GOOD CONDITION.
 HU1443
 HU1443                          STATION RECOVERY (2020)
 HU1443
 HU1443'RECOVERY NOTE BY THE WILSON T BALLARD COMPANY 2020 (JMB)
 HU1443'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1820 ***********************************************************************
 HU1820  DESIGNATION -  BOUNDARY MONUMENT 1 DE MD
 HU1820  PID         -  HU1820
 HU1820  STATE/COUNTY-  DE/SUSSEX
 HU1820  COUNTRY     -  US
 HU1820  USGS QUAD   -  HEBRON (2016)
 HU1820
 HU1820                         *CURRENT SURVEY CONTROL
 HU1820  ______________________________________________________________________
 HU1820* NAD 83(1991) POSITION- 38 28 28.49275(N) 075 41 41.28549(W)   ADJUSTED
 HU1820* NAVD 88 ORTHO HEIGHT -    11.0   (meters)       36.    (feet) VERTCON3
 HU1820  ______________________________________________________________________
 HU1820  GEOID HEIGHT    -        -35.630 (meters)                     GEOID18
 HU1820  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 HU1820  HORZ ORDER      -  SECOND
 HU1820
 HU1820.The horizontal coordinates were established by classical geodetic methods
 HU1820.and adjusted by the National Geodetic Survey in January 1992.
 HU1820
 HU1820.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1820
 HU1820.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1820.GEOID18 height accuracy estimate available here.
 HU1820
 HU1820.Click photographs - Photos may exist for this station.
 HU1820
 HU1820.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1820
 HU1820. The following values were computed from the NAD 83(1991) position.
 HU1820
 HU1820;                    North         East     Units Scale Factor Converg.
 HU1820;SPC DE       -    52,715.377   175,729.102   MT  1.00000225   -0 10 23.0
 HU1820;SPC DE       -   172,950.37    576,537.90   sFT  1.00000225   -0 10 23.0
 HU1820;SPC MD       -    90,495.964   513,889.259   MT  0.99997422   +0 49 09.1
 HU1820;SPC MD       -   296,902.18  1,685,985.01   sFT  0.99997422   +0 49 09.1
 HU1820;UTM  18      - 4,258,701.575   439,393.160   MT  0.99964523   -0 25 56.3
 HU1820
 HU1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1820!SPC DE       -   1.00000387  x   1.00000225  =   1.00000612
 HU1820!SPC MD       -   1.00000387  x   0.99997422  =   0.99997809
 HU1820!UTM  18      -   1.00000387  x   0.99964523  =   0.99964910
 HU1820
 HU1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3939358701(NAD 83)
 HU1820
 HU1820                          SUPERSEDED SURVEY CONTROL
 HU1820
 HU1820  NAD 83(1986)-  38 28 28.48807(N)    075 41 41.30763(W) AD(       ) 2
 HU1820  NAD 27      -  38 28 28.07110(N)    075 41 42.55070(W) AD(       ) 2
 HU1820  NGVD 29 (07/19/86)   11.2    (m)           37.     (f) VERT ANG       
 HU1820
 HU1820.Superseded values are not recommended for survey control.
 HU1820
 HU1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1820.See file dsdata.pdf to determine how the superseded data were derived.
 HU1820
 HU1820_MARKER: 71 = BOUNDARY MONUMENT
 HU1820_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1820+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2007
 HU1820
 HU1820  HISTORY     - Date     Condition        Report By
 HU1820  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1820  HISTORY     - 20071001 GOOD             GEOCAC
 HU1820
 HU1820                          STATION DESCRIPTION
 HU1820
 HU1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1820'THE STATION IS THE CENTER OF THE SMALL CROSS INSCRIBED IN THE
 HU1820'APEX AND CENTER OF BOUNDARY MONUMENT NO. 1.  LOCATED ABOUT 7.0
 HU1820'MILES WEST OF DELMAR, DELAWARE, 5.0 MILES SOUTH-SOUTHEAST OF
 HU1820'SHARPTOWN, MARYLAND, 3.5 MILES EAST-NORTHEAST OF MARDELA SPRINGS,
 HU1820'MARYLAND, IN DENSE WOODS LAND.  THE PROPERTY ON THE MARYLAND SIDE
 HU1820'IS OWNED BY MRS MAY TWILLEY WHO LIVES AT THE FIRST HOUSE WEST OF
 HU1820'THE STATION AND THE LAND ON THE DELAWARE SIDE IS OWNED BY MR.
 HU1820'LEE WRIGHT.  IT IS A 12-INCH SQUARE LIMESTONE MONUMENT
 HU1820'PROJECTING ABOUT 26 INCHES ABOVE THE SURFACE OF THE GROUND, AND
 HU1820'LEANS SLIGHTLY TO THE SOUTH.  THE STONE IN GENERAL GOOD
 HU1820'CONDITION.  IT HAS THE LETTER M INSCRIBED ON THE WEST SIDE
 HU1820'AND P ON THE EAST SIDE.  A SMALL CROSS WAS INSCRIBED IN THE
 HU1820'APEX AND CENTER OF THE MONUMENT FOR TRAVERSE PURPOSE ON THIS DATE.
 HU1820'IT IS 46.0 FEET NORTHEAST OF A 14-INCH PINE TREE, 28.5 FEET
 HU1820'EAST-NORTHEAST OF A STANDARD METAL WITNESS POST AND MARKER AND
 HU1820'16.6 FEET NORTHEAST OF A 12-INCH OAK TREE.
 HU1820'
 HU1820'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION TWILLEY,
 HU1820'DISTANCE BEING (25.348 FEET) AND 7.726 METERS SOUTHEAST OF
 HU1820'STATION TWILLEY.
 HU1820
 HU1820                          STATION RECOVERY (2007)
 HU1820
 HU1820'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 HU1820'THE STONE IS ERECT AND STABLE, AND PROJECTS 26 INCHES.  IT IS LOCATED
 HU1820'IN MODERATELY DENSE WOODS ABOUT 240 FEET WEST OF THE WEST EDGE OF A
 HU1820'CULTIVATED FIELD, AND ABOUT 0.2 MILES WEST OF A GRAVEL DRIVEWAY THAT
 HU1820'LEADS SOUTH FROM MAY TWILLEY ROAD TO THE DELAWARE-SIDE LANDOWNER'S
 HU1820'RESIDENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2014 ***********************************************************************
 HU2014  DESIGNATION -  BOUNDARY MONUMENT 10
 HU2014  PID         -  HU2014
 HU2014  STATE/COUNTY-  DE/SUSSEX
 HU2014  COUNTRY     -  US
 HU2014  USGS QUAD   -  SHARPTOWN (2016)
 HU2014
 HU2014                         *CURRENT SURVEY CONTROL
 HU2014  ______________________________________________________________________
 HU2014* NAD 83(1991) POSITION- 38 36 19.74550(N) 075 42 18.29998(W)   NO CHECK
 HU2014* NAVD 88 ORTHO HEIGHT -     8.9   (meters)       29.    (feet) VERTCON3
 HU2014  ______________________________________________________________________
 HU2014  GEOID HEIGHT    -        -35.526 (meters)                     GEOID18
 HU2014  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 HU2014  HORZ ORDER      -  THIRD
 HU2014
 HU2014.The horizontal coordinates were established by classical geodetic methods
 HU2014.and adjusted by the National Geodetic Survey in January 1992.
 HU2014
 HU2014.No horizontal observational check was made to the station.
 HU2014
 HU2014.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2014
 HU2014.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2014.GEOID18 height accuracy estimate available here.
 HU2014
 HU2014.Click photographs - Photos may exist for this station.
 HU2014
 HU2014.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2014
 HU2014. The following values were computed from the NAD 83(1991) position.
 HU2014
 HU2014;                    North         East     Units Scale Factor Converg.
 HU2014;SPC DE       -    67,249.279   174,877.455   MT  1.00000277   -0 10 47.9
 HU2014;SPC DE       -   220,633.68    573,743.78   sFT  1.00000277   -0 10 47.9
 HU2014;SPC MD       -   105,012.420   512,786.038   MT  0.99996092   +0 48 45.8
 HU2014;SPC MD       -   344,528.25  1,682,365.53   sFT  0.99996092   +0 48 45.8
 HU2014;UTM  18      - 4,273,234.001   438,607.658   MT  0.99964641   -0 26 23.8
 HU2014
 HU2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2014!SPC DE       -   1.00000418  x   1.00000277  =   1.00000695
 HU2014!SPC MD       -   1.00000418  x   0.99996092  =   0.99996510
 HU2014!UTM  18      -   1.00000418  x   0.99964641  =   0.99965059
 HU2014
 HU2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3860773234(NAD 83)
 HU2014
 HU2014                          SUPERSEDED SURVEY CONTROL
 HU2014
 HU2014  NAD 83(1986)-  38 36 19.74006(N)    075 42 18.31903(W) AD(       ) 3
 HU2014  NAD 27      -  38 36 19.32365(N)    075 42 19.55880(W) AD(       ) 3
 HU2014  NGVD 29 (07/19/86)    9.1    (m)           30.     (f) VERT ANG       
 HU2014
 HU2014.Superseded values are not recommended for survey control.
 HU2014
 HU2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2014.See file dsdata.pdf to determine how the superseded data were derived.
 HU2014
 HU2014_MARKER: DU = BOUNDARY MARKER
 HU2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2014_STAMPING: N-S NO. 10 1976
 HU2014_MARK LOGO: NGS
 HU2014_PROJECTION: RECESSED 51 CENTIMETERS
 HU2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2014+STABILITY: SURFACE MOTION
 HU2014
 HU2014  HISTORY     - Date     Condition        Report By
 HU2014  HISTORY     - 1976     MONUMENTED       NGS
 HU2014
 HU2014                          STATION DESCRIPTION
 HU2014
 HU2014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU2014'THE POSITION OF THIS MONUMENT WAS FOUND TO BE IN THE CENTER OF THE
 HU2014'SOUTH BOUND LANE OF STATE LINE ROAD.  A 24-INCH ROUND MANHOLE WAS
 HU2014'PLACED IN THE ROAD AND THE MONUMENT SET UNDER THE MANHOLE.
 HU2014'
 HU2014'THE MARKER IS LOCATED 5-1/2 MILES WEST-SOUTHWEST OF SEAFORD,
 HU2014'DELAWARE, 8-1/2 MILES NORTHWEST OF LAUREL, DELAWARE, AND 2 MILES
 HU2014'SOUTH OF RELIANCE.  IT IS ON ROAD RIGHT-OF-WAY.
 HU2014'
 HU2014'TO REACH FROM THE INTERSECTION OF MARYLAND STATE HIGHWAY 392 AND 577,
 HU2014'DELAWARE STATE HIGHWAY 20 IN RELIANCE, GO SOUTH ON STATE LINE ROAD
 HU2014'FOR 2.1 MILES TO THE MANHOLE AND THE MARKER BELOW THE MANHOLE.
 HU2014'
 HU2014'THE SURFACE MARK IS A MARYLAND-DELAWARE BOUNDARY DISK STAMPED N-S
 HU2014'NO. 10 1976, SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT WHICH IS
 HU2014'20 INCHES BELOW THE TOP OF THE MANHOLE.  THE SUB-SURFACE DISK IS
 HU2014'SET IN A 8-INCH MASS OF CONCRETE WHICH IS 48 INCHES BELOW THE
 HU2014'SURFACE OF THE ROAD.  THEY ARE 104 FEET WEST OF THE NORTHWEST
 HU2014'CORNER OF MR. RALPH MOORES HOUSE, 40 FEET SOUTHWEST OF A POWERLINE
 HU2014'POLE NUMBERED 148 49, 26 FEET SOUTHWEST OF MR. MOORES MAILBOX, AND
 HU2014'3 FEET WEST OF THE CENTER OF THE ROAD.
 HU2014'
 HU2014'FOR ADDITIONAL INFORMATION, SEE DESCRIPTION FOR STATION DELA
 HU2014'1962.
 HU2014'
 HU2014'NEAREST TOWN--RELIANCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2015 ***********************************************************************
 HU2015  DESIGNATION -  BOUNDARY MONUMENT 11
 HU2015  PID         -  HU2015
 HU2015  STATE/COUNTY-  DE/SUSSEX
 HU2015  COUNTRY     -  US
 HU2015  USGS QUAD   -  SHARPTOWN (2016)
 HU2015
 HU2015                         *CURRENT SURVEY CONTROL
 HU2015  ______________________________________________________________________
 HU2015* NAD 83(1991) POSITION- 38 37 10.16667(N) 075 42 22.27421(W)   NO CHECK
 HU2015* NAVD 88 ORTHO HEIGHT -    12.3   (meters)       40.    (feet) VERTCON3
 HU2015  ______________________________________________________________________
 HU2015  GEOID HEIGHT    -        -35.511 (meters)                     GEOID18
 HU2015  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 HU2015  HORZ ORDER      -  THIRD
 HU2015
 HU2015.The horizontal coordinates were established by classical geodetic methods
 HU2015.and adjusted by the National Geodetic Survey in January 1992.
 HU2015
 HU2015.No horizontal observational check was made to the station.
 HU2015
 HU2015.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2015
 HU2015.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2015.GEOID18 height accuracy estimate available here.
 HU2015
 HU2015.Click photographs - Photos may exist for this station.
 HU2015
 HU2015.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2015
 HU2015. The following values were computed from the NAD 83(1991) position.
 HU2015
 HU2015;                    North         East     Units Scale Factor Converg.
 HU2015;SPC DE       -    68,804.344   174,786.197   MT  1.00000283   -0 10 50.5
 HU2015;SPC DE       -   225,735.59    573,444.38   sFT  1.00000283   -0 10 50.5
 HU2015;SPC MD       -   106,565.605   512,667.858   MT  0.99995980   +0 48 43.3
 HU2015;SPC MD       -   349,623.99  1,681,977.80   sFT  0.99995980   +0 48 43.3
 HU2015;UTM  18      - 4,274,788.910   438,523.489   MT  0.99964654   -0 26 26.8
 HU2015
 HU2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2015!SPC DE       -   1.00000365  x   1.00000283  =   1.00000648
 HU2015!SPC MD       -   1.00000365  x   0.99995980  =   0.99996345
 HU2015!UTM  18      -   1.00000365  x   0.99964654  =   0.99965019
 HU2015
 HU2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3852374788(NAD 83)
 HU2015
 HU2015                          SUPERSEDED SURVEY CONTROL
 HU2015
 HU2015  NAD 83(1986)-  38 37 10.16117(N)    075 42 22.29306(W) AD(       ) 3
 HU2015  NAD 27      -  38 37 09.74483(N)    075 42 23.53168(W) AD(       ) 3
 HU2015  NGVD 29 (07/19/86)   12.5    (m)           41.     (f) VERT ANG       
 HU2015
 HU2015.Superseded values are not recommended for survey control.
 HU2015
 HU2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2015.See file dsdata.pdf to determine how the superseded data were derived.
 HU2015
 HU2015_MARKER: DU = BOUNDARY MARKER
 HU2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2015_STAMPING: N-S NO. 11 1976
 HU2015_MARK LOGO: CGS
 HU2015_PROJECTION: RECESSED 51 CENTIMETERS
 HU2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2015+STABILITY: SURFACE MOTION
 HU2015
 HU2015  HISTORY     - Date     Condition        Report By
 HU2015  HISTORY     - 1976     MONUMENTED       NGS
 HU2015
 HU2015                          STATION DESCRIPTION
 HU2015
 HU2015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU2015'THE POSITION OF THIS MONUMENT WAS FOUND TO BE IN THE CENTER OF
 HU2015'STATE LINE ROAD.  IT WAS SET UNDER A 24-INCH ROUND MANHOLE AT
 HU2015'THIS DATE.
 HU2015'
 HU2015'THE ORIGINAL MONUMENT FOR THIS POINT WAS FOUND IN DENTON,
 HU2015'MARYLAND, AND IT WAS SET ON POINT NORTH-SOUTH NUMBER 42.  THE
 HU2015'STATES OF MARYLAND AND DELAWARE AGREED TO SETTING THE OLD STONE
 HU2015'WHERE IT COULD BE VIEWED INSTEAD OF UNDER THE ROAD.
 HU2015'
 HU2015'THE MARKER IS LOCATED 9 MILES NORTHWEST OF LAUREL, DELAWARE,
 HU2015'6 MILES WEST-SOUTHWEST OF SEAFORD, DELAWARE, AND 1-1/4 MILES
 HU2015'SOUTH OF RELIANCE.  IT IS ON ROAD RIGHT-OF-WAY.
 HU2015'
 HU2015'TO REACH FROM THE INTERSECTION OF MARYLAND STATE HIGHWAYS 392
 HU2015'AND 577 AND DELAWARE STATE HIGHWAY 20, GO SOUTH ON STATE LINE
 HU2015'ROAD FOR 1.15 MILES TO THE MANHOLE AND THE MARKER BELOW THE
 HU2015'MANHOLE.
 HU2015'
 HU2015'THE SURFACE MARK IS A MARYLAND-DELAWARE BOUNDARY DISK STAMPED
 HU2015'N-S NO. 11 1976, SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT
 HU2015'WHICH IS 20-INCHES BELOW THE TOP OF THE MANHOLE.  THE SUB-SURFACE
 HU2015'DISK IS SET IN AN 8-INCH MASS OF CONCRETE WHICH IS 48-INCHES BELOW
 HU2015'THE SURFACE.  THEY ARE 99.9 FEET NORTHWEST OF A POWERLINE POLE
 HU2015'NUMBERED 34-1, 28.1 FEET EAST OF A WITNESS POST, AND 26 FEET
 HU2015'EAST OF A CULVERT AT A T-DITCH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2032 ***********************************************************************
 HU2032  DESIGNATION -  BOUNDARY MONUMENT 12
 HU2032  PID         -  HU2032
 HU2032  STATE/COUNTY-  DE/SUSSEX
 HU2032  COUNTRY     -  US
 HU2032  USGS QUAD   -  SEAFORD WEST (2016)
 HU2032
 HU2032                         *CURRENT SURVEY CONTROL
 HU2032  ______________________________________________________________________
 HU2032* NAD 83(1991) POSITION- 38 38 07.72034(N) 075 42 26.81250(W)   NO CHECK
 HU2032* NAVD 88 ORTHO HEIGHT -    13.5   (meters)       44.    (feet) VERTCON3
 HU2032  ______________________________________________________________________
 HU2032  GEOID HEIGHT    -        -35.493 (meters)                     GEOID18
 HU2032  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 HU2032  HORZ ORDER      -  THIRD
 HU2032
 HU2032.The horizontal coordinates were established by classical geodetic methods
 HU2032.and adjusted by the National Geodetic Survey in January 1992.
 HU2032
 HU2032.No horizontal observational check was made to the station.
 HU2032
 HU2032.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2032
 HU2032.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2032.GEOID18 height accuracy estimate available here.
 HU2032
 HU2032.Click photographs - Photos may exist for this station.
 HU2032
 HU2032.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2032
 HU2032. The following values were computed from the NAD 83(1991) position.
 HU2032
 HU2032;                    North         East     Units Scale Factor Converg.
 HU2032;SPC DE       -    70,579.393   174,682.033   MT  1.00000289   -0 10 53.6
 HU2032;SPC DE       -   231,559.23    573,102.64   sFT  1.00000289   -0 10 53.6
 HU2032;SPC MD       -   108,338.505   512,532.960   MT  0.99995860   +0 48 40.5
 HU2032;SPC MD       -   355,440.58  1,681,535.22   sFT  0.99995860   +0 48 40.5
 HU2032;UTM  18      - 4,276,563.781   438,427.419   MT  0.99964669   -0 26 30.2
 HU2032
 HU2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2032!SPC DE       -   1.00000346  x   1.00000289  =   1.00000635
 HU2032!SPC MD       -   1.00000346  x   0.99995860  =   0.99996206
 HU2032!UTM  18      -   1.00000346  x   0.99964669  =   0.99965015
 HU2032
 HU2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3842776563(NAD 83)
 HU2032
 HU2032                          SUPERSEDED SURVEY CONTROL
 HU2032
 HU2032  NAD 83(1986)-  38 38 07.71478(N)    075 42 26.83112(W) AD(       ) 3
 HU2032  NAD 27      -  38 38 07.29802(N)    075 42 28.06823(W) AD(       ) 3
 HU2032  NGVD 29 (07/19/86)   13.7    (m)           45.     (f) VERT ANG       
 HU2032
 HU2032.Superseded values are not recommended for survey control.
 HU2032
 HU2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2032.See file dsdata.pdf to determine how the superseded data were derived.
 HU2032
 HU2032_MARKER: X = CHISELED CROSS
 HU2032_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HU2032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU2032
 HU2032  HISTORY     - Date     Condition        Report By
 HU2032  HISTORY     - 1976     MONUMENTED       NGS
 HU2032  HISTORY     - 20071001 POOR             GEOCAC
 HU2032
 HU2032                          STATION DESCRIPTION
 HU2032
 HU2032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU2032'THE OLD MARYLAND-DELAWARE BOUNDARY MONUMENT NUMBER 12 WAS FOUND IN
 HU2032'THE PRONE POSITION ABOUT 3 FEET BELOW THE SURFACE OF THE STATE
 HU2032'LINE ROAD.  IT WAS PLACED THERE BY THE DELAWARE HIGHWAY DEPARTMENT,
 HU2032'WHEN THE ROAD WAS PAVED IN 1951.  IT WAS DUG UP AT THIS DATE AND
 HU2032'RESET 134 METERS TO THE NORTH AND OUT OF THE ROADWAY.  THE
 HU2032'MONUMENT HAD BEEN BROKEN HALFWAY IN TWO SOMETIME IN THE PAST.
 HU2032'IT WAS REPAIRED AT THIS DATE BY THE DELAWARE HIGHWAY DEPARTMENT
 HU2032'AND SET IN A LARGE CONCRETE BASE.
 HU2032'
 HU2032'THE MARKER IS LOCATED ON THE NORTH SIDE OF DELAWARE STATE
 HU2032'HIGHWAY 20 AND MARYLAND STATE HIGHWAY 392 AT THE T-INTERSECTION OF
 HU2032'THE TWO STATE HIGHWAYS AND STATE LINE ROAD IN RELIANCE.
 HU2032'
 HU2032'THE LOCATION OF THIS MARKER IS ADEQUATE TO LOCATE IT WITH, NO TO
 HU2032'REACH IS NECESSARY.
 HU2032'
 HU2032'THE SURFACE MARKER IS A 12-INCH SQUARE LIMESTONE MONUMENT SET IN
 HU2032'A MASS OF CONCRETE PROJECTING ONE FOOT.  IT HAS AN M CARVED IN
 HU2032'THE WEST SIDE, AND THE EAST SIDE HAS BEEN BUSTED AWAY WHERE THE
 HU2032'P WAS.  THE SUB-SURFACE MARKER IS A MARYLAND-DELAWARE BOUNDARY
 HU2032'DISK SET IN AN 8-INCH MASS OF CONCRETE 48-INCHES BELOW THE
 HU2032'SURFACE.  IT IS STAMPED N-S NO. 12 1976.  THEY ARE 79 FEET
 HU2032'SOUTHEAST OF THE SOUTHEAST CORNER OF A 2-STORY HOUSE, 40 FEET
 HU2032'NORTH OF THE CENTER OF THE T-INTERSECTION, 19 FEET
 HU2032'WEST-NORTHWEST OF A POWERLINE POLE, 7 FEET NORTH-NORTHWEST OF A
 HU2032'TELEPHONE UNDERGROUND CABLE BOX, AND 6.5 FEET NORTHWEST
 HU2032'OF A POWERLINE POLE NUMBERED UK 233.
 HU2032
 HU2032                          STATION RECOVERY (2007)
 HU2032
 HU2032'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 HU2032'THE STONE IS ERECT AND STABLE, AND PROJECTS SIX INCHES.  THE TOP HAS
 HU2032'BEEN BADLY DAMAGED.  ITS SHAPE IS IRREGULAR AND IT NO LONGER RESEMBLES
 HU2032'A MASON-DIXON STONE.  IT IS LOCATED ABOUT 40 FEET NORTH OF THE
 HU2032'INTERSECTION OF THE GALESTOWN-RELIANCE ROAD AND DELAWARE STATE HIGHWAY
 HU2032'20, AND SIX FEET NORTH OF WOOD UTILITY POLE 233.
 HU2032'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2033 ***********************************************************************
 HU2033  DESIGNATION -  BOUNDARY MONUMENT 18 DE MD
 HU2033  PID         -  HU2033
 HU2033  STATE/COUNTY-  DE/SUSSEX
 HU2033  COUNTRY     -  US
 HU2033  USGS QUAD   -  SEAFORD WEST (2016)
 HU2033
 HU2033                         *CURRENT SURVEY CONTROL
 HU2033  ______________________________________________________________________
 HU2033* NAD 83(1991) POSITION- 38 43 12.54646(N) 075 42 50.77963(W)   NO CHECK
 HU2033* NAVD 88 ORTHO HEIGHT -    13.7   (meters)       45.    (feet) VERTCON3
 HU2033  ______________________________________________________________________
 HU2033  GEOID HEIGHT    -        -35.378 (meters)                     GEOID18
 HU2033  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC18
 HU2033  HORZ ORDER      -  THIRD
 HU2033
 HU2033.The horizontal coordinates were established by classical geodetic methods
 HU2033.and adjusted by the National Geodetic Survey in January 1992.
 HU2033
 HU2033.No horizontal observational check was made to the station.
 HU2033
 HU2033.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2033
 HU2033.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2033.GEOID18 height accuracy estimate available here.
 HU2033
 HU2033.Click photographs - Photos may exist for this station.
 HU2033
 HU2033.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2033
 HU2033. The following values were computed from the NAD 83(1991) position.
 HU2033
 HU2033;                    North         East     Units Scale Factor Converg.
 HU2033;SPC DE       -    79,980.828   174,132.863   MT  1.00000324   -0 11 09.8
 HU2033;SPC DE       -   262,403.77    571,300.90   sFT  1.00000324   -0 11 09.8
 HU2033;SPC MD       -   117,728.569   511,820.983   MT  0.99995352   +0 48 25.5
 HU2033;SPC MD       -   386,247.81  1,679,199.34   sFT  0.99995352   +0 48 25.5
 HU2033;UTM  18      - 4,285,964.268   437,921.163   MT  0.99964746   -0 26 48.1
 HU2033
 HU2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2033!SPC DE       -   1.00000341  x   1.00000324  =   1.00000665
 HU2033!SPC MD       -   1.00000341  x   0.99995352  =   0.99995693
 HU2033!UTM  18      -   1.00000341  x   0.99964746  =   0.99965087
 HU2033
 HU2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3792185964(NAD 83)
 HU2033
 HU2033                          SUPERSEDED SURVEY CONTROL
 HU2033
 HU2033  NAD 83(1986)-  38 43 12.54018(N)    075 42 50.79668(W) AD(       ) 3
 HU2033  NAD 27      -  38 43 12.13271(N)    075 42 52.04228(W) AD(       ) 3
 HU2033  NGVD 29 (07/19/86)   13.9    (m)           46.     (f) VERT ANG       
 HU2033
 HU2033.Superseded values are not recommended for survey control.
 HU2033
 HU2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2033.See file dsdata.pdf to determine how the superseded data were derived.
 HU2033
 HU2033_MARKER: X = CHISELED CROSS
 HU2033_SETTING: 0 = UNSPECIFIED SETTING
 HU2033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2033+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2007
 HU2033
 HU2033  HISTORY     - Date     Condition        Report By
 HU2033  HISTORY     - 1976     MONUMENTED       NGS
 HU2033  HISTORY     - 20071001 GOOD             GEOCAC
 HU2033
 HU2033                          STATION DESCRIPTION
 HU2033
 HU2033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU2033'THE OLD BOUNDARY MONUMENT NUMBER 18 WAS RECOVERED AND FOUND IN
 HU2033'GOOD CONDITION.  IT WAS FOUND TO BE OFF OF THE BOUNDARY SO IT
 HU2033'WAS RESET AT THIS DATE.
 HU2033'
 HU2033'THE MONUMENT IS LOCATED 3-1/2 MILES EAST-NORTHEAST OF FEDERALSBURG,
 HU2033'2 MILES NORTHWEST OF ATLANTA AND ON PROPERTY OWNED BY MRS. MARIE
 HU2033'W. JOHNSON, ROUTE 1, BOX 342, FEDERALSBURG, MARYLAND.  MRS.
 HU2033'JOHNSONS TELEPHONE NUMBER IS (301) 754-9192.
 HU2033'
 HU2033'TO REACH FROM THE INTERSECTION OF MAIN STREET AND EAST CENTRAL
 HU2033'AVENUE IN FEDERALSBURG, GO EAST ON CENTRAL AVENUE FOR 0.2 MILE
 HU2033'TO RELIANCE AVENUE FOR 0.45 MILE TO THE INTERSECTION OF STATE
 HU2033'HIGHWAYS 313 AND 318.  TURN LEFT AND GO SOUTHEAST AND EAST ON
 HU2033'STATE HIGHWAY 318 FOR 2.85 MILES TO A SIDE ROAD LEFT JUST AFTER
 HU2033'PASSING A CHURCH ON THE LEFT.  TURN LEFT AND GO NORTH ON WHITE
 HU2033'ROAD FOR 0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST
 HU2033'ON HARDY ROAD FOR 0.95 MILE TO A SIDE ROAD LEFT, JUST AFTER
 HU2033'CROSSING A SMALL BRIDGE.  TURN LEFT AND GO NORTH ON A FARM
 HU2033'ROAD FOR 0.05 MILE TO MRS. JOHNSONS HOME ON THE LEFT AND THE
 HU2033'STATION.
 HU2033'
 HU2033'THE SURFACE MARK IS A SMALL CROSS CUT IN THE TOP OF A 12-INCH
 HU2033'SQUARE LIMESTONE MONUMENT WHICH PROJECTS 18-INCHES.  THE MONUMENT
 HU2033'IS SET IN A BASE CONSISTING OF 5 CUBIC FEET OF CONCRETE.  THE
 HU2033'MONUMENT HAS A P ON THE EAST SIDE AND AN M ON THE WEST SIDE.  THE
 HU2033'SUB-SURFACE MARK IS A STANDARD DISK STAMPED N-S NO. 18 1976, SET
 HU2033'IN THE TOP OF AN 8-INCH ROUND MASS OF CONCRETE WHICH IS 48
 HU2033'INCHES BELOW THE SURFACE.  IT IS 36.8 FEET SOUTHWEST OF THE
 HU2033'SOUTHEAST CORNER OF A CHICKEN COOP, 34 FEET SOUTH OF THE
 HU2033'SOUTH SIDE OF THE CHICKEN COOP, 32 FEET WEST OF THE CENTER OF
 HU2033'THE ROAD, 21 FEET SOUTH OF THE CENTER OF AN EAST-WEST FARM
 HU2033'ROAD, 6 FEET SOUTHWEST OF A FENCE CORNER AND 5 FEET NORTH OF A
 HU2033'TRIPLE TRUNK WILD CHERRY TREE.
 HU2033'
 HU2033'FOR ADDITIONAL INFORMATION, SEE DESCRIPTION FOR STATION JOHNSON.
 HU2033
 HU2033                          STATION RECOVERY (2007)
 HU2033
 HU2033'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 HU2033'THE STONE IS ERECT AND STABLE, AND PROJECTS 20 INCHES.  IT IS LOCATED
 HU2033'ABOUT 460 FEET NORTH OF HANDY ROAD AND 34 FEET WEST OF A GRAVEL
 HU2033'DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2035 ***********************************************************************
 HU2035  DESIGNATION -  BOUNDARY MONUMENT 13 DEL MD
 HU2035  PID         -  HU2035
 HU2035  STATE/COUNTY-  DE/SUSSEX
 HU2035  COUNTRY     -  US
 HU2035  USGS QUAD   -  SEAFORD WEST (2016)
 HU2035
 HU2035                         *CURRENT SURVEY CONTROL
 HU2035  ______________________________________________________________________
 HU2035* NAD 83(1991) POSITION- 38 38 54.70891(N) 075 42 30.51518(W)   ADJUSTED
 HU2035* NAVD 88 ORTHO HEIGHT -    14.5   (meters)       48.    (feet) VERTCON3
 HU2035  ______________________________________________________________________
 HU2035  GEOID HEIGHT    -        -35.477 (meters)                     GEOID18
 HU2035  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 HU2035  HORZ ORDER      -  SECOND
 HU2035
 HU2035.The horizontal coordinates were established by classical geodetic methods
 HU2035.and adjusted by the National Geodetic Survey in January 1992.
 HU2035
 HU2035.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2035
 HU2035.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2035.GEOID18 height accuracy estimate available here.
 HU2035
 HU2035.Click photographs - Photos may exist for this station.
 HU2035
 HU2035.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2035
 HU2035. The following values were computed from the NAD 83(1991) position.
 HU2035
 HU2035;                    North         East     Units Scale Factor Converg.
 HU2035;SPC DE       -    72,028.601   174,597.089   MT  1.00000294   -0 10 56.1
 HU2035;SPC DE       -   236,313.84    572,823.95   sFT  1.00000294   -0 10 56.1
 HU2035;SPC MD       -   109,785.960   512,422.923   MT  0.99995767   +0 48 38.2
 HU2035;SPC MD       -   360,189.44  1,681,174.21   sFT  0.99995767   +0 48 38.2
 HU2035;UTM  18      - 4,278,012.844   438,349.085   MT  0.99964680   -0 26 33.0
 HU2035
 HU2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2035!SPC DE       -   1.00000330  x   1.00000294  =   1.00000624
 HU2035!SPC MD       -   1.00000330  x   0.99995767  =   0.99996097
 HU2035!UTM  18      -   1.00000330  x   0.99964680  =   0.99965010
 HU2035
 HU2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3834978012(NAD 83)
 HU2035
 HU2035                          SUPERSEDED SURVEY CONTROL
 HU2035
 HU2035  NAD 83(1986)-  38 38 54.70298(N)    075 42 30.53337(W) AD(       ) 2
 HU2035  NAD 27      -  38 38 54.28960(N)    075 42 31.77390(W) AD(       ) 2
 HU2035  NGVD 29 (07/19/86)   14.7    (m)           48.     (f) VERT ANG       
 HU2035
 HU2035.Superseded values are not recommended for survey control.
 HU2035
 HU2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2035.See file dsdata.pdf to determine how the superseded data were derived.
 HU2035
 HU2035_MARKER: 71 = BOUNDARY MONUMENT
 HU2035
 HU2035  HISTORY     - Date     Condition        Report By
 HU2035  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU2035  HISTORY     - 20090423 POOR             GEOCAC
 HU2035
 HU2035                          STATION DESCRIPTION
 HU2035
 HU2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU2035'STATION IS LOCATED ABOUT 1.0 MILE NORTH OF THE SMALL SETTLEMENT
 HU2035'OF RELIANCE, 5.0 MILES SOUTHEAST OF FEDERALSBURG MARYLAND, AND
 HU2035'ABOUT 5.5 MILES WEST OF SEAFORD DELAWARE, ON THE PROPERTY OWNED
 HU2035'BY MR. GEORGE WRIGHT.
 HU2035'
 HU2035'TO REACH THE STATION FROM THE INTERSECTIONS OF MAIN STREET AND
 HU2035'CENTRAL AVE. IN FEDERALSBURG MARYLAND, GO EAST ON CENTRAL
 HU2035'AVE. FOR 0.2 MILE TO A SIDE STREET RIGHT TURN RIGHT, GO SOUTHERLY
 HU2035'ON STATE HIGHWAY 313 FOR 1.7 MILES, HIGHWAY 313 TURNS TO THE
 HU2035'RIGHT, CONTINUE SOUTHEASTERLY ON STATE HIGHWAY 577 FOR 2.8 MILES
 HU2035'TO AZIMUTH ON THE RIGHT, CONTINUE ON STATE HIGHWAY FOR 0.1 MILE
 HU2035'TO A SIDE ROAD ON THE LEFT, TURN LEFT GO EAST ON ROAD THAT
 HU2035'LEADS TO A SAW MILL FOR 0.35 MILE TO AN OLD CABIN IN THE EDGE
 HU2035'OF THE WOODS, HERE TURN LEFT GO NORTH ON AN OLD WOODS ROAD
 HU2035'FOR 0.15 MILE TO STATION ON THE RIGHT.
 HU2035'
 HU2035'BOUNDARY MONUMENT NO. 13, A 12 X 12 INCH SQUARE MONUMENT,
 HU2035'PROJECTING 30 INCHES FROM GROUND SURFACE, WITH AN M ON THE WEST
 HU2035'SIDE AND A P ON THE EAST SIDE.  IT IS 26.9 FEET EAST-SOUTHEAST
 HU2035'OF A STANDARD METAL WITNESS POST.  50.3 FEET EAST-SOUTHEAST OF
 HU2035'A 12 INCH PINE TREE.  68.6 FEET EAST OF A WOODS ROAD.
 HU2035'
 HU2035'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WRIGHT,
 HU2035'DISTANCE BEING 17.035 METERS AND (55.889) FEET EAST-SOUTHEAST
 HU2035'OF STATION WRIGHT.
 HU2035
 HU2035                          STATION RECOVERY (2009)
 HU2035
 HU2035'RECOVERY NOTE BY GEOCACHING 2009 (WD)
 HU2035'BOUNDARY MONUMENT MILE 13 DEL MD IS AN 11.75-INCH BY 12-INCH LIMESTONE
 HU2035'SHAFT THAT PROJECTS 27 INCHES.  THE STONE IS LOCATED IN HEAVY WOODS
 HU2035'ABOUT ONE MILE NORTH OF THE CROSSROADS KNOWN AS RELIANCE, DE, 0.54
 HU2035'MILES SOUTHWEST OF DELAWARE STATE HIGHWAY 549 AND 0.39 MILES
 HU2035'NORTHEAST OF MARYLAND STATE HIGHWAY 577 (RELIANCE ROAD).  THE STONE IS
 HU2035'AN INTERMEDIATE MILE MARKER WITH A CUT M ON THE WEST FACE AND A CUT P
 HU2035'ON THE EAST FACE.   THE STONE HAS SUFFERED SOME DAMAGE, IS IN
 HU2035'GENERALLY POOR CONDITION AND LEANS ABOUT FIVE DEGREES TO THE
 HU2035'SOUTHEAST.  THE TOP HORIZONTAL EDGES ARE ALL CHIPPED, AND THERE IS A
 HU2035'LARGE CHIP AT THE NORTHEAST CORNER OF THE TOP THAT RUNS ABOUT SIX
 HU2035'INCHES DOWN THE NORTHEAST VERTICAL EDGE OF THE SHAFT.  ALSO, THERE IS
 HU2035'A TWO INCH DEEP GOUGE ABOUT SIX INCHES ABOUT THE GROUND ON THE NORTH
 HU2035'FACE, AND TWO-INCH BY TWO-INCH CHIP AT THE GROUND LEVEL OF THE
 HU2035'SOUTHEAST VERTICAL EDGE.  THE TOP IS ROUGHLY PYRAMIDAL.  SOME FLUTING
 HU2035'IS VISIBLE ON ALL FOUR FACES, BUT NONE ON THE TOP.  BOTH THE CUT M AND
 HU2035'CUT P ARE IN GOOD CONDITION.  THE STONE IS LOCATED IN HEAVY
 HU2035'WOODS, ABOUT 75 FEET EAST OF THE CENTERLINE OF A DIM, NORTH-SOUTH
 HU2035'ROAD, AND 55.9 FEET EAST OF TRIANGULATION STATION WRIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2038 ***********************************************************************
 HU2038  DESIGNATION -  BOUNDARY MONUMENT 15 DEL MD
 HU2038  PID         -  HU2038
 HU2038  STATE/COUNTY-  DE/SUSSEX
 HU2038  COUNTRY     -  US
 HU2038  USGS QUAD   -  SEAFORD WEST (2016)
 HU2038
 HU2038                         *CURRENT SURVEY CONTROL
 HU2038  ______________________________________________________________________
 HU2038* NAD 83(1991) POSITION- 38 40 39.01416(N) 075 42 38.68695(W)   ADJUSTED
 HU2038* NAVD 88 ORTHO HEIGHT -    14.0   (meters)       46.    (feet) VERTCON3
 HU2038  ______________________________________________________________________
 HU2038  GEOID HEIGHT    -        -35.441 (meters)                     GEOID18
 HU2038  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 HU2038  HORZ ORDER      -  SECOND
 HU2038
 HU2038.The horizontal coordinates were established by classical geodetic methods
 HU2038.and adjusted by the National Geodetic Survey in January 1992.
 HU2038
 HU2038.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2038
 HU2038.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2038.GEOID18 height accuracy estimate available here.
 HU2038
 HU2038.Click photographs - Photos may exist for this station.
 HU2038
 HU2038.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2038
 HU2038. The following values were computed from the NAD 83(1991) position.
 HU2038
 HU2038;                    North         East     Units Scale Factor Converg.
 HU2038;SPC DE       -    75,245.567   174,409.797   MT  1.00000306   -0 11 01.6
 HU2038;SPC DE       -   246,868.16    572,209.48   sFT  1.00000306   -0 11 01.6
 HU2038;SPC MD       -   112,999.048   512,179.925   MT  0.99995581   +0 48 33.0
 HU2038;SPC MD       -   370,731.04  1,680,376.97   sFT  0.99995581   +0 48 33.0
 HU2038;UTM  18      - 4,281,229.482   438,176.473   MT  0.99964707   -0 26 39.1
 HU2038
 HU2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2038!SPC DE       -   1.00000337  x   1.00000306  =   1.00000643
 HU2038!SPC MD       -   1.00000337  x   0.99995581  =   0.99995918
 HU2038!UTM  18      -   1.00000337  x   0.99964707  =   0.99965044
 HU2038
 HU2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3817681229(NAD 83)
 HU2038
 HU2038                          SUPERSEDED SURVEY CONTROL
 HU2038
 HU2038  NAD 83(1986)-  38 40 39.00814(N)    075 42 38.70468(W) AD(       ) 2
 HU2038  NAD 27      -  38 40 38.59690(N)    075 42 39.94350(W) AD(       ) 2
 HU2038  NGVD 29 (07/19/86)   14.2    (m)           47.     (f) VERT ANG       
 HU2038
 HU2038.Superseded values are not recommended for survey control.
 HU2038
 HU2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2038.See file dsdata.pdf to determine how the superseded data were derived.
 HU2038
 HU2038_MARKER: 71 = BOUNDARY MONUMENT
 HU2038
 HU2038  HISTORY     - Date     Condition        Report By
 HU2038  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU2038  HISTORY     - 20071001 POOR             GEOCAC
 HU2038
 HU2038                          STATION DESCRIPTION
 HU2038
 HU2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU2038'STATION IS LOCATED ABOUT 1.0 MILE NORTH OF OAK GROVE, 4.0 MILES
 HU2038'SOUTHEAST OF FEDERALSBURG MARYLAND, 5.5 MILES NORTHEAST OF
 HU2038'SEAFORD DELAWARE.
 HU2038'
 HU2038'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 HU2038'AND CENTRAL AVE. IN FEDERALSBURG MARYLAND, GO EASTERLY ON
 HU2038'STATE HIGHWAY 318 FOR 0.35 MILE TO THE JUNCTION OF STATE
 HU2038'HIGHWAYS 318 AND 306, KEEP THE RIGHT FORK AND CONTINUE
 HU2038'EASTERLY ON STATE HIGHWAY 318 FOR 2.8 MILES TO A CHURCH ON
 HU2038'THE LEFT AND A SIDE ROAD ON THE RIGHT, TURN RIGHT, GO
 HU2038'SOUTHERLY ON THE MACADAM ROAD FOR 1.5 MILES TO FORKS AT THE
 HU2038'BETHEL CEMETERY ON THE LEFT, TAKE THE RIGHT FORK AND GO
 HU2038'SOUTHERLY FOR 0.4 MILE TO A SIDE ROAD RIGHT, CONTINUE FOR 0.1
 HU2038'MILE TO THE STATION ON THE LEFT.
 HU2038'
 HU2038'BOUNDARY MONUMENT NO. 15, A 12 X 12 INCH SQUARE MONUMENT,
 HU2038'PROJECTING 30 INCHES FROM THE GROUND SURFACE, WITH A COAT OF ARMS
 HU2038'ON THE EAST AND WEST SIDE.  IT IS 17.0 FEET WEST OF A BLACK TOP
 HU2038'ROAD.  18.0 FEET EAST OF A NORTH-SOUTH WOODS LINE.  30.0 FEET WEST
 HU2038'OF A CULTIVATED FIELD.
 HU2038'
 HU2038'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ALLEN,
 HU2038'DISTANCE BEING 20.599 METERS AND (67.582) FEET WEST OF STATION
 HU2038'ALLEN.
 HU2038
 HU2038                          STATION RECOVERY (2007)
 HU2038
 HU2038'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 HU2038'THE STONE PROJECTS 27 INCHES AND LEANS ABOUT FIVE DEGREES TO THE
 HU2038'SOUTH.  IT IS 17 FEET WEST OF THE CENTERLINE OF DELAWARE SUSSEX COUNTY
 HU2038'ROAD 549.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2042 ***********************************************************************
 HU2042  DESIGNATION -  BOUNDARY MONUMENT 17 DEL MD
 HU2042  PID         -  HU2042
 HU2042  STATE/COUNTY-  DE/SUSSEX
 HU2042  COUNTRY     -  US
 HU2042  USGS QUAD   -  SEAFORD WEST (2016)
 HU2042
 HU2042                         *CURRENT SURVEY CONTROL
 HU2042  ______________________________________________________________________
 HU2042* NAD 83(1991) POSITION- 38 42 23.40239(N) 075 42 46.89778(W)   ADJUSTED
 HU2042* NAVD 88 ORTHO HEIGHT -    13.9   (meters)       46.    (feet) VERTCON3
 HU2042  ______________________________________________________________________
 HU2042  GEOID HEIGHT    -        -35.400 (meters)                     GEOID18
 HU2042  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC18
 HU2042  HORZ ORDER      -  SECOND
 HU2042
 HU2042.The horizontal coordinates were established by classical geodetic methods
 HU2042.and adjusted by the National Geodetic Survey in January 1992.
 HU2042
 HU2042.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2042
 HU2042.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2042.GEOID18 height accuracy estimate available here.
 HU2042
 HU2042.Click photographs - Photos may exist for this station.
 HU2042
 HU2042.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2042
 HU2042. The following values were computed from the NAD 83(1991) position.
 HU2042
 HU2042;                    North         East     Units Scale Factor Converg.
 HU2042;SPC DE       -    78,465.115   174,221.736   MT  1.00000318   -0 11 07.2
 HU2042;SPC DE       -   257,430.96    571,592.48   sFT  1.00000318   -0 11 07.2
 HU2042;SPC MD       -   116,214.698   511,936.107   MT  0.99995419   +0 48 27.9
 HU2042;SPC MD       -   381,281.06  1,679,577.04   sFT  0.99995419   +0 48 27.9
 HU2042;UTM  18      - 4,284,448.705   438,003.112   MT  0.99964733   -0 26 45.2
 HU2042
 HU2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2042!SPC DE       -   1.00000338  x   1.00000318  =   1.00000656
 HU2042!SPC MD       -   1.00000338  x   0.99995419  =   0.99995757
 HU2042!UTM  18      -   1.00000338  x   0.99964733  =   0.99965071
 HU2042
 HU2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3800384448(NAD 83)
 HU2042
 HU2042                          SUPERSEDED SURVEY CONTROL
 HU2042
 HU2042  NAD 83(1986)-  38 42 23.39623(N)    075 42 46.91511(W) AD(       ) 2
 HU2042  NAD 27      -  38 42 22.98820(N)    075 42 48.15840(W) AD(       ) 2
 HU2042  NGVD 29 (07/19/86)   14.1    (m)           46.     (f) VERT ANG       
 HU2042
 HU2042.Superseded values are not recommended for survey control.
 HU2042
 HU2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2042.See file dsdata.pdf to determine how the superseded data were derived.
 HU2042
 HU2042_MARKER: 71 = BOUNDARY MONUMENT
 HU2042
 HU2042  HISTORY     - Date     Condition        Report By
 HU2042  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU2042
 HU2042                          STATION DESCRIPTION
 HU2042
 HU2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU2042'THE STATION IS THE CROSS INSCRIBED IN THE TOP AND CENTER OF
 HU2042'BOUNDARY MONUMENT NO. 17.  LOCATED ABOUT 6.5 MILES WEST-SOUTHWEST
 HU2042'OF BRIDGEVILLE, DELAWARE, 3.5 MILES EAST-NORTHEAST OF FEDERALSBURG,
 HU2042'MARYLAND AND IN A CULTIVATED FIELD 200.0 FEET NORTH OF THE
 HU2042'CENTERLINE OF STATE HIGHWAY 318 AND STATE HIGHWAY 306 AND 150.0
 HU2042'FEET EAST OF THE CENTERLINE OF A GRAVELED DRIVEWAY.  IT IS A
 HU2042'12-INCH SQUARE GRANITE STONE PROJECTING ABOUT 30 INCHES ABOVE
 HU2042'THE SURFACE OF THE GROUND, LEANS ABOUT 6 DEGREES TO THE SOUTH,
 HU2042'CHIPPED BADLY ON THE EAST SIDE, WITH THE LETTER M CUT IN ON ITS
 HU2042'WEST SIDE AND P ON THE EAST SIDE.  A SMALL CROSS WAS
 HU2042'INSCRIBED IN ITS TOP AND CENTER FOR TRAVERSE PURPOSE ON THIS
 HU2042'DATE.
 HU2042'
 HU2042'TO REACH THE STATION FROM THE INTERSECTIONS OF MAIN STREET
 HU2042'AND CENTRAL AVENUE IN FEDERALSBURG.  GO EAST ON STATE HIGHWAY
 HU2042'318 FOR 0.35 MILE TO THE JUNCTION OF STATE HIGHWAYS 306 AND
 HU2042'318.  TAKE THE RIGHT HAND FORK AND GO EAST-NORTHEAST ON
 HU2042'STATE HIGHWAY 318 FOR 3.15 MILES TO THE MARYLAND AND DELAWARE
 HU2042'STATE LINE AND THE STATION.
 HU2042'
 HU2042'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ATLANTA,
 HU2042'DISTANCE BEING 93.746 METERS AND (307.756) FEET NORTH OF STATION
 HU2042'ATLANTA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2044 ***********************************************************************
 HU2044  DESIGNATION -  BOUNDARY MONUMENT 19 DEL MD
 HU2044  PID         -  HU2044
 HU2044  STATE/COUNTY-  DE/SUSSEX
 HU2044  COUNTRY     -  US
 HU2044  USGS QUAD   -  SEAFORD WEST (2016)
 HU2044
 HU2044                         *CURRENT SURVEY CONTROL
 HU2044  ______________________________________________________________________
 HU2044* NAD 83(1991) POSITION- 38 44 07.83473(N) 075 42 55.14896(W)   ADJUSTED
 HU2044* NAVD 88 ORTHO HEIGHT -    13.7   (meters)       45.    (feet) VERTCON3
 HU2044  ______________________________________________________________________
 HU2044  GEOID HEIGHT    -        -35.352 (meters)                     GEOID18
 HU2044  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC18
 HU2044  HORZ ORDER      -  SECOND
 HU2044
 HU2044.The horizontal coordinates were established by classical geodetic methods
 HU2044.and adjusted by the National Geodetic Survey in January 1992.
 HU2044
 HU2044.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2044
 HU2044.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2044.GEOID18 height accuracy estimate available here.
 HU2044
 HU2044.Click photographs - Photos may exist for this station.
 HU2044
 HU2044.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2044
 HU2044. The following values were computed from the NAD 83(1991) position.
 HU2044
 HU2044;                    North         East     Units Scale Factor Converg.
 HU2044;SPC DE       -    81,686.048   174,032.872   MT  1.00000330   -0 11 12.8
 HU2044;SPC DE       -   267,998.31    570,972.85   sFT  1.00000330   -0 11 12.8
 HU2044;SPC MD       -   119,431.714   511,691.456   MT  0.99995283   +0 48 22.7
 HU2044;SPC MD       -   391,835.55  1,678,774.39   sFT  0.99995283   +0 48 22.7
 HU2044;UTM  18      - 4,287,669.318   437,828.964   MT  0.99964760   -0 26 51.4
 HU2044
 HU2044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2044!SPC DE       -   1.00000340  x   1.00000330  =   1.00000670
 HU2044!SPC MD       -   1.00000340  x   0.99995283  =   0.99995623
 HU2044!UTM  18      -   1.00000340  x   0.99964760  =   0.99965100
 HU2044
 HU2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3782887669(NAD 83)
 HU2044
 HU2044                          SUPERSEDED SURVEY CONTROL
 HU2044
 HU2044  NAD 83(1986)-  38 44 07.82843(N)    075 42 55.16578(W) AD(       ) 2
 HU2044  NAD 27      -  38 44 07.42070(N)    075 42 56.41350(W) AD(       ) 2
 HU2044  NGVD 29 (07/19/86)   13.9    (m)           46.     (f) VERT ANG       
 HU2044
 HU2044.Superseded values are not recommended for survey control.
 HU2044
 HU2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2044.See file dsdata.pdf to determine how the superseded data were derived.
 HU2044
 HU2044_MARKER: 71 = BOUNDARY MONUMENT
 HU2044
 HU2044  HISTORY     - Date     Condition        Report By
 HU2044  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU2044
 HU2044                          STATION DESCRIPTION
 HU2044
 HU2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU2044'THE STATION IS THE CENTER OF A SMALL CROSS INSCRIBED IN THE TOP
 HU2044'AND CENTER OF THE BOUNDARY MONUMENT NO. 19.  LOCATED ABOUT 6.0
 HU2044'MILES WEST OF BRIGGEVILLE, DELAWARE, 4.0 MILES NORTHEAST OF
 HU2044'FEDERALSBURG, IN A DENSE WOODS LAND AND ON PROPERTY OWNED BY
 HU2044'MR. GILBERT KINDIG.  THE MONUMENT IS A 12-INCH SQUARE GRANITE
 HU2044'STONE PROJECTING ABOUT 30 INCHES ABOVE THE SURFACE OF THE
 HU2044'GROUND, WITH THE LETTER M CUT IN ON THE WEST SIDE AND THE LETTER
 HU2044'P ON THE EAST SIDE.  THE MONUMENT WAS RECOVERED IN GOOD
 HU2044'CONDITION, STURDY AND PLUMB.  IT IS 38.7 FEET EAST-NORTHEAST OF
 HU2044'A STANDARD METAL WITNESS POST AND MARKER, 13.0 FEET SOUTH OF
 HU2044'THE APPROXIMATE CENTERLINE OF A TRACK WOODS ROAD AND 9.6
 HU2044'FEET SOUTHEAST OF A 4-TRUNKED OAK TREE.
 HU2044'
 HU2044'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND
 HU2044'CENTRAL AVENUE IN FEDERALSBURG, MARYLAND.  GO EAST ON STATE
 HU2044'HIGHWAY 318, EAST CENTRAL AVENUE, FOR 0.35 MILE TO THE JUNCTION
 HU2044'OF STATE HIGHWAYS 318 AND 306 TO A FORK.  TAKE THE LEFT HAND
 HU2044'FORK AND GO NORTH-NORTHEAST ON STATE HIGHWAY 306 FOR 3.5 MILES
 HU2044'TO A SIDE ROAD ON THE RIGHT, EAST, SIDE OF THE HIGHWAY, JUST
 HU2044'AFTER PASSING A SMALL TAVERN ON THE RIGHT HAND SIDE OF THE
 HU2044'HIGHWAY.  TURN RIGHT AND GO EAST-NORTHEAST ON A GRAVELED ROAD
 HU2044'FOR 0.5 MILE TO A FARM LANE ON THE LEFT HAND SIDE OF THE
 HU2044'GRAVELED ROAD.  TURN LEFT AND GO WEST ON THE FARM LANE FOR
 HU2044'0.24 MILE TO A FARM HOME AND THE EAST END OF A SMALL GARAGE.
 HU2044'TURN RIGHT AND GO EAST-NORTHEAST ON A TRACK ROAD ALONG THE EAST
 HU2044'SIDE OF A CHICKEN HOUSE FOR A SHORT DISTANCE TO THE EDGE OF A
 HU2044'CULTIVATED FIELD.  CONTINUE NORTHEAST ON A FIELD
 HU2044'TRACK ROAD FOR 0.13 MILE TO THE EDGE OF A WOODS AND THE
 HU2044'ENTRANCE OF A WOODS ROAD, CONTINUE NORTHEAST AND EAST ON THE
 HU2044'WOODS ROAD FOR 0.2 MILE TO WHERE THE WOODS ROAD MAKES A 90
 HU2044'DEGREE TURN TO THE LEFT, A STANDARD METAL WITNESS POST,
 HU2044'BOUNDARY MONUMENT NO. 19 AND THE STATION ON THE RIGHT, HAND
 HU2044'SIDE OF THE WOODS ROAD.
 HU2044'
 HU2044'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KINDIG,
 HU2044'DISTANCE BEING 12.995 METERS AND (42.634) FEET EAST OF
 HU2044'STATION KINDIG.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3613 ***********************************************************************
 JU3613  DESIGNATION -  BOUNDARY MONUMENT 16 DE MD RESET
 JU3613  PID         -  JU3613
 JU3613  STATE/COUNTY-  DE/NEW CASTLE
 JU3613  COUNTRY     -  US
 JU3613  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3613
 JU3613                         *CURRENT SURVEY CONTROL
 JU3613  ______________________________________________________________________
 JU3613* NAD 83(1991) POSITION- 39 50 20.20129(N) 075 32 24.88676(W)   ADJUSTED
 JU3613* NAVD 88 ORTHO HEIGHT -   117.    (meters)      384.    (feet) SCALED
 JU3613  ______________________________________________________________________
 JU3613  GEOID HEIGHT    -        -32.890 (meters)                     GEOID18
 JU3613  LAPLACE CORR    -          0.60  (seconds)                    DEFLEC18
 JU3613  HORZ ORDER      -  THIRD
 JU3613
 JU3613.The horizontal coordinates were established by classical geodetic methods
 JU3613.and adjusted by the National Geodetic Survey in January 1992.
 JU3613
 JU3613.The orthometric height was scaled from a topographic map.
 JU3613
 JU3613.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3613.GEOID18 height accuracy estimate available here.
 JU3613
 JU3613.Click photographs - Photos may exist for this station.
 JU3613
 JU3613.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3613
 JU3613. The following values were computed from the NAD 83(1991) position.
 JU3613
 JU3613;                    North         East     Units Scale Factor Converg.
 JU3613;SPC DE       -   204,154.843   189,422.357   MT  0.99999638   -0 04 45.0
 JU3613;SPC DE       -   669,798.01    621,463.18   sFT  0.99999638   -0 04 45.0
 JU3613;SPC PA S     -    58,506.912   789,125.273   MT  1.00001610   +1 26 01.2
 JU3613;SPC PA S     -   191,951.43  2,588,988.50   sFT  1.00001610   +1 26 01.2
 JU3613;UTM  18      - 4,410,021.527   453,776.453   MT  0.99962630   -0 20 46.0
 JU3613
 JU3613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3613!SPC DE       -   0.99998685  x   0.99999638  =   0.99998323
 JU3613!SPC PA S     -   0.99998685  x   1.00001610  =   1.00000295
 JU3613!UTM  18      -   0.99998685  x   0.99962630  =   0.99961316
 JU3613
 JU3613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5377610021(NAD 83)
 JU3613
 JU3613                          SUPERSEDED SURVEY CONTROL
 JU3613
 JU3613  NAD 83(1986)-  39 50 20.19750(N)    075 32 24.89063(W) AD(       ) 3
 JU3613  NAD 27      -  39 50 19.79170(N)    075 32 26.17830(W) AD(       ) 3
 JU3613  USSD        -  39 50 20.19000(N)    075 32 25.99000(W) AD(       ) 3
 JU3613
 JU3613.Superseded values are not recommended for survey control.
 JU3613
 JU3613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3613.See file dsdata.pdf to determine how the superseded data were derived.
 JU3613
 JU3613_MARKER: 71 = BOUNDARY MONUMENT
 JU3613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3613+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2010
 JU3613
 JU3613  HISTORY     - Date     Condition        Report By
 JU3613  HISTORY     - 1961     FIRST OBSERVED   CGS
 JU3613  HISTORY     - 20050420 GOOD             GEOCAC
 JU3613  HISTORY     - 20100925 GOOD             GEOCAC
 JU3613  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU3613
 JU3613                          STATION DESCRIPTION
 JU3613
 JU3613'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3613'THE STATION IS LOCATED ON THE DELAWARE AND PENNSYLVANIA
 JU3613'BOUNDARY LINE, ALONG THE SOUTH SIDE OF A BLACKTOP EAST AND
 JU3613'WEST ROAD, ABOUT 10.0 MILES SOUTH-SOUTHEAST OF WEST CHESTER,
 JU3613'PENNSYLVANIA, 7.0 MILES NORTH OF THE CENTRAL SECTION OF
 JU3613'WILMINGTON, DELAWARE, 5.0 MILES NORTHWEST OF ARDEN,
 JU3613'PENNSYLVANIA, 4.0 MILES WEST OF BOOTH COR, PENNSYLVANIA, 2.0
 JU3613'MILES SOUTH OF ELAM, PENNSYLVANIA.  IT IS 149.54 FEET WEST OF
 JU3613'THE CENTERLINE OF THE SOUTH BOUND TRAFFIC LANE OF U.S. HIGHWAY
 JU3613'202, 62.7 FEET WEST-NORTHWEST OF A TELEPHONE POLE, 16.9 FEET
 JU3613'NORTHEAST OF A 10-INCH ELM TREE, 14.1 FEET SOUTH OF AN EAST
 JU3613'AND WEST FENCELINE AND 6.2 FEET SOUTH OF THE CENTERLINE OF
 JU3613'A BLACKTOP ROAD.  THE MARK IS A 8-INCH SQUARE CONCRETE
 JU3613'MONUMENT WITH A CHISLED CROSS WITH A CENTER PUNCH MARK IN
 JU3613'ITS CENTER.  THE MONUMENT PROJECTS ABOUT 1 INCH
 JU3613'ABOVE THE SURFACE OF THE GROUND.  THE MONUMENT HAS A 3-INCH
 JU3613'BRONZE BENCH MARK DISK IN ITS TOP AND NEAR THE SOUTH EDGE
 JU3613'OF THE MONUMENT.
 JU3613'
 JU3613'THE USGS DESCRIPTION OF 1900 STATES--IN THE TOP OF STATE LINE
 JU3613'STONE NO. 16 ALUMINUM TABLET STAMPED 384 HARRISBURG 1900.
 JU3613'
 JU3613'THE MONUMENT WAS FOUND TO HAVE BEEN PUSHED OVER SO AS TO BE
 JU3613'LEANING A 53 DEGREE ANGLE AND WAS RESET AND LOWERED AS
 JU3613'DESCRIBED ABOVE.
 JU3613
 JU3613                          STATION RECOVERY (2005)
 JU3613
 JU3613'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU3613'DUE TO REPAVING, THE TOP OF THE MONUMENT IS NOW TWO INCHES BELOW THE
 JU3613'LEVEL OF THE PAVED DRIVEWAY AND PARKING LOT, AND TWO INCHES BELOW THE
 JU3613'SURFACE OF THE SURROUNDING SOD.  ACCORDING TO THE DELAWARE GEOLOGICAL
 JU3613'SURVEY, THE DESCRIBED DISK IN THE TOP OF THE MONUMENT WAS REMOVED
 JU3613'SOMETIME PRIOR TO 1984. THE MONUMENT IS LOCATED 14.75 FEET SOUTH OF
 JU3613'WOOD UTILITY POLE NUMBER 14346, AT THE SOUTH EDGE OF PAVEMENT THAT
 JU3613'SERVES AS BOTH A DRIVEWAY LEADING WEST FROM US ROUTE 202 TO CHADDSFORD
 JU3613'COLLISION SERVICE AND A PARKING LOT FOR A SMALL STRIP MALL ON THE WEST
 JU3613'SIDE OF US ROUTE 202 IMMEDIATELY NORTH OF THE PA-DE STATE BOUNDARY
 JU3613'LINE.
 JU3613
 JU3613                          STATION RECOVERY (2010)
 JU3613
 JU3613'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 JU3613'RECOVERED IN GOOD CONDITION.
 JU3613
 JU3613                          STATION RECOVERY (2013)
 JU3613
 JU3613'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3613'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3627 ***********************************************************************
 JU3627  DESIGNATION -  BOUNDARY MONUMENT 17 DE PA
 JU3627  PID         -  JU3627
 JU3627  STATE/COUNTY-  DE/NEW CASTLE
 JU3627  COUNTRY     -  US
 JU3627  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3627
 JU3627                         *CURRENT SURVEY CONTROL
 JU3627  ______________________________________________________________________
 JU3627* NAD 83(1991) POSITION- 39 50 13.80433(N) 075 31 17.73485(W)   ADJUSTED
 JU3627* NAVD 88 ORTHO HEIGHT -   135.    (meters)      443.    (feet) SCALED
 JU3627  ______________________________________________________________________
 JU3627  GEOID HEIGHT    -        -32.885 (meters)                     GEOID18
 JU3627  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC18
 JU3627  HORZ ORDER      -  SECOND
 JU3627
 JU3627.The horizontal coordinates were established by classical geodetic methods
 JU3627.and adjusted by the National Geodetic Survey in January 1992.
 JU3627
 JU3627.The orthometric height was scaled from a topographic map.
 JU3627
 JU3627.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3627.GEOID18 height accuracy estimate available here.
 JU3627
 JU3627.Click photographs - Photos may exist for this station.
 JU3627
 JU3627.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3627
 JU3627. The following values were computed from the NAD 83(1991) position.
 JU3627
 JU3627;                    North         East     Units Scale Factor Converg.
 JU3627;SPC DE       -   203,955.509   191,018.732   MT  0.99999599   -0 04 02.0
 JU3627;SPC DE       -   669,144.03    626,700.62   sFT  0.99999599   -0 04 02.0
 JU3627;SPC NJ       -   111,935.851    62,563.275   MT  0.99999409   -0 39 16.1
 JU3627;SPC NJ       -   367,242.87    205,259.68   sFT  0.99999409   -0 39 16.1
 JU3627;SPC PA S     -    58,349.792   790,726.387   MT  1.00001643   +1 26 44.8
 JU3627;SPC PA S     -   191,435.94  2,594,241.49   sFT  1.00001643   +1 26 44.8
 JU3627;UTM  18      - 4,409,814.834   455,371.291   MT  0.99962452   -0 20 02.9
 JU3627
 JU3627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3627!SPC DE       -   0.99998403  x   0.99999599  =   0.99998002
 JU3627!SPC NJ       -   0.99998403  x   0.99999409  =   0.99997812
 JU3627!SPC PA S     -   0.99998403  x   1.00001643  =   1.00000046
 JU3627!UTM  18      -   0.99998403  x   0.99962452  =   0.99960856
 JU3627
 JU3627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5537109814(NAD 83)
 JU3627
 JU3627                          SUPERSEDED SURVEY CONTROL
 JU3627
 JU3627  NAD 83(1986)-  39 50 13.80039(N)    075 31 17.73887(W) AD(       ) 2
 JU3627  NAD 27      -  39 50 13.39600(N)    075 31 19.02900(W) AD(       ) 2
 JU3627  USSD        -  39 50 13.93000(N)    075 31 18.81000(W) AD(       ) 3
 JU3627
 JU3627.Superseded values are not recommended for survey control.
 JU3627
 JU3627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3627.See file dsdata.pdf to determine how the superseded data were derived.
 JU3627
 JU3627_MARKER: 71 = BOUNDARY MONUMENT
 JU3627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3627+SATELLITE: SATELLITE OBSERVATIONS - December 25, 2015
 JU3627
 JU3627  HISTORY     - Date     Condition        Report By
 JU3627  HISTORY     - 1892     FIRST OBSERVED   LOCSUR
 JU3627  HISTORY     - 1933     GOOD             CGS
 JU3627  HISTORY     - 19920530 GOOD             USPSQD
 JU3627  HISTORY     - 20011203 GOOD             NGS
 JU3627  HISTORY     - 20060305 GOOD             USPSQD
 JU3627  HISTORY     - 20100925 GOOD             GEOCAC
 JU3627  HISTORY     - 20130711 GOOD             DELCOS
 JU3627  HISTORY     - 20151225 GOOD             GEOCAC
 JU3627
 JU3627                          STATION DESCRIPTION
 JU3627
 JU3627'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JU3627'STATION EBRIGHT IS LOCATED NEAR A BOUNDARY MONUMENT BETWEEN THE
 JU3627'STATES OF DELAWARE AND PENNSYLVANIA, ALONG THE CIRCULAR
 JU3627'BOUNDARY, ON PROPERTY OWNED BY JAMES AND GRANT EBRIGHT AND ABOUT
 JU3627'6-3/4 MILES NNE OF THE CENTER OF WILMINGTON.
 JU3627'
 JU3627'THE GRANITE BOUNDARY MONUMENT IS 141.74 FEET E OF STATION EBRIGHT.
 JU3627'36.2 FEET N OF SW CORNER OF HOUSE.  25.5 FEET W OF NW CORNER OF
 JU3627'HOUSE.  THE MONUMENT IS ABOUT 10 INCHES SQUARE ON TOP AND 2-1/2
 JU3627'FEET HIGH.  CARVED ON THE FOUR SIDES ARE.  N SIDE--P,S
 JU3627'SIDE--D,E SIDE--1892, W SIDE--17.
 JU3627'
 JU3627'TO REACH STA EBRIGHT FROM WILMINGTON GO NE ON HIGHWAY 13, 7.5 MILES
 JU3627'FROM CENTER OF TOWN OR 0.4 MILE FROM WORTH STEEL COMPANY RAILROAD
 JU3627'UNDERPASS, HERE TAKE LEFT ON PAVED ROAD (A CAUTION LIGHT AT
 JU3627'ENTRANCE) AND CONTINUE IN A WESTERNLY DIRECTION 4.55 MILES TO
 JU3627'A T-INTERSECTION, TAKE RIGHT (N) ON MACADAM ROAD AND GO 0.75
 JU3627'MILE TO LANE JUST N OF STONE FENCE, TAKE THIS LANE (W) 0.1
 JU3627'MILE TO GATE, THEN CONTINUE W ON THE N SIDE OF EBRIGHTS
 JU3627'HOUSE 0.05 MILE TO GATE.  THE STATION IS BACK OF THE HOUSE
 JU3627'IN WOODED LOT.  167 FEET W OF NW CORNER OF HOUSE.  146 FEET
 JU3627'N OF W OF SW CORNER OF HOUSE.  19-1/2 FEET E OF 30-INCH
 JU3627'MAPLE TREE.  THE MARK PROJECTS 2 INCHES.
 JU3627
 JU3627                          STATION RECOVERY (1992)
 JU3627
 JU3627'RECOVERY NOTE BY US POWER SQUADRON 1992 (BC)
 JU3627'RECOVERED AS DESCRIBED.
 JU3627
 JU3627                          STATION RECOVERY (2001)
 JU3627
 JU3627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU3627'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU3627
 JU3627                          STATION RECOVERY (2006)
 JU3627
 JU3627'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAL)
 JU3627'RECOVERED IN GOOD CONDITION.
 JU3627
 JU3627                          STATION RECOVERY (2010)
 JU3627
 JU3627'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 JU3627'RECOVERED IN GOOD CONDITION.
 JU3627
 JU3627                          STATION RECOVERY (2013)
 JU3627
 JU3627'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3627'RECOVERED IN GOOD CONDITION.
 JU3627
 JU3627                          STATION RECOVERY (2015)
 JU3627
 JU3627'RECOVERY NOTE BY GEOCACHING 2015 (RLM)
 JU3627'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3629 ***********************************************************************
 JU3629  DESIGNATION -  BOUNDARY MONUMENT 16 1/2 DE PA
 JU3629  PID         -  JU3629
 JU3629  STATE/COUNTY-  DE/NEW CASTLE
 JU3629  COUNTRY     -  US
 JU3629  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3629
 JU3629                         *CURRENT SURVEY CONTROL
 JU3629  ______________________________________________________________________
 JU3629* NAD 83(1991) POSITION- 39 50 17.56653(N) 075 31 51.19763(W)   ADJUSTED
 JU3629* NAVD 88 ORTHO HEIGHT -   122.    (meters)      400.    (feet) SCALED
 JU3629  ______________________________________________________________________
 JU3629  GEOID HEIGHT    -        -32.887 (meters)                     GEOID18
 JU3629  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 JU3629  HORZ ORDER      -  THIRD
 JU3629
 JU3629.The horizontal coordinates were established by classical geodetic methods
 JU3629.and adjusted by the National Geodetic Survey in January 1992.
 JU3629
 JU3629.The orthometric height was scaled from a topographic map.
 JU3629
 JU3629.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3629.GEOID18 height accuracy estimate available here.
 JU3629
 JU3629.Click photographs - Photos may exist for this station.
 JU3629
 JU3629.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3629
 JU3629. The following values were computed from the NAD 83(1991) position.
 JU3629
 JU3629;                    North         East     Units Scale Factor Converg.
 JU3629;SPC DE       -   204,072.517   190,223.247   MT  0.99999618   -0 04 23.4
 JU3629;SPC DE       -   669,527.92    624,090.77   sFT  0.99999618   -0 04 23.4
 JU3629;SPC PA S     -    58,445.759   789,928.074   MT  1.00001624   +1 26 23.1
 JU3629;SPC PA S     -   191,750.79  2,591,622.36   sFT  1.00001624   +1 26 23.1
 JU3629;UTM  18      - 4,409,935.502   454,576.655   MT  0.99962540   -0 20 24.4
 JU3629
 JU3629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3629!SPC DE       -   0.99998607  x   0.99999618  =   0.99998225
 JU3629!SPC PA S     -   0.99998607  x   1.00001624  =   1.00000231
 JU3629!UTM  18      -   0.99998607  x   0.99962540  =   0.99961147
 JU3629
 JU3629:                Primary Azimuth Mark                     Grid Az
 JU3629:SPC DE       -  BOUNDARY MON 16 1/2 AZ MK                252 32 40.8
 JU3629:SPC PA S     -  BOUNDARY MON 16 1/2 AZ MK                251 01 54.3
 JU3629:UTM  18      -  BOUNDARY MON 16 1/2 AZ MK                252 48 41.8
 JU3629
 JU3629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5457609935(NAD 83)
 JU3629
 JU3629|---------------------------------------------------------------------|
 JU3629| PID    Reference Object                     Distance      Geod. Az  |
 JU3629|                                                           dddmmss.s |
 JU3629| CB1409 BOUNDARY MON 16 1/2 RM 2             23.242 METERS 22314     |
 JU3629| CB1407 BOUNDARY MON 16 1/2 AZ MK                          2522817.4 |
 JU3629| CB1408 BOUNDARY MON 16 1/2 RM 1             25.140 METERS 33907     |
 JU3629|---------------------------------------------------------------------|
 JU3629
 JU3629                          SUPERSEDED SURVEY CONTROL
 JU3629
 JU3629  NAD 83(1986)-  39 50 17.56266(N)    075 31 51.20156(W) AD(       ) 3
 JU3629  NAD 27      -  39 50 17.15720(N)    075 31 52.48970(W) AD(       ) 3
 JU3629  USSD        -  39 50 17.57000(N)    075 31 52.32000(W) AD(       ) 3
 JU3629
 JU3629.Superseded values are not recommended for survey control.
 JU3629
 JU3629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3629.See file dsdata.pdf to determine how the superseded data were derived.
 JU3629
 JU3629_MARKER: DS = TRIANGULATION STATION DISK
 JU3629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3629_STAMPING: BOUNDARY MONUMENT 16-1/2 1960
 JU3629_MARK LOGO: CGS
 JU3629_PROJECTION: PROJECTING 55 CENTIMETERS
 JU3629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3629+STABILITY: SURFACE MOTION
 JU3629
 JU3629  HISTORY     - Date     Condition        Report By
 JU3629  HISTORY     - 1960     MONUMENTED       CGS
 JU3629  HISTORY     - 19930130 GOOD             USPSQD
 JU3629
 JU3629                          STATION DESCRIPTION
 JU3629
 JU3629'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 JU3629'STATION IS LOCATED ABOUT 6-1/2 MILES NORTH OF WILMINGTON,
 JU3629'DELAWARE.  ABOUT 1/2 MILE EAST OF U.S. HIGHWAY 202 AT THE
 JU3629'DELAWARE-PENNSYLVANIA STATE LINE CROSSING.  ON THE
 JU3629'DELAWARE-PENNSYLVANIA STATE LINE.
 JU3629'
 JU3629'TO REACH FROM THE TALLEYVILLE FIRE COMPANY, TALLEYVILLE,
 JU3629'DELAWARE.  GO NORTH ON U.S. HIGHWAY 202 FOR 2.35 MILES TO THE
 JU3629'DELAWARE-PENNSYLVANIA STATE LINE AND A CROSSROAD.  TURN RIGHT
 JU3629'ON GRAVEL ROAD AND GO 0.5 MILE TO END OF TRUCK TRAVEL.  AT
 JU3629'THIS POINT NEW ROADS ARE BEING CONSTRUCTED SO YOU MUST
 JU3629'PACK NORTH ABOUT 100 YARDS TO STATION.
 JU3629'
 JU3629'STATION MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 JU3629'TOP CENTER OF THE BOUNDARY MONUMENT WHICH IS A CONCRETE POST
 JU3629'THAT IS 6 1/2-INCHES SQUARE AT THE TOP.  PROJECTS ABOUT 1.8
 JU3629'FEET.  WITH 1/2 CUT ON THE WEST SIDE OF THE MONUMENT.  STAMPED
 JU3629'BOUNDARY MONUMENT 16-1/2 1960.  IT IS 20.1 FEET NORTHWEST OF
 JU3629'A 6-INCH CEDAR TREE.  36.3 FEET SOUTH-SOUTHWEST OF A TRIPPLE
 JU3629'TRUNK APPLE TREE.  56.0 FEET NORTHEAST OF A 6-INCH CEDAR TREE.
 JU3629'
 JU3629'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A
 JU3629'10-INCH SQUARE CONCRETE MONUMENT, STAMPED BOUNDARY MONUMENT
 JU3629'16-1/2 NO 1 1960.  PROJECTS ABOUT 3 INCHES.  IT IS ABOUT 100
 JU3629'FEET SOUTH-SOUTHEAST OF A BRICK HOUSE.  ABOUT 100 FEET EAST OF
 JU3629'A BRICK GARAGE.  MARK IS ABOUT 4 FEET LOWER IN ELEVATION THAN
 JU3629'STATION DISK.
 JU3629'
 JU3629'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A
 JU3629'10-INCH SQUARE CONCRETE MONUMENT, STAMPED BOUNDARY MONUMENT
 JU3629'16-1/2 NO 2 1960.  SET FLUSH WITH GROUND SURFACE.  IT IS
 JU3629'21.1 FEET SOUTHWEST OF A 6-INCH CEDAR TREE.  90.7 FEET
 JU3629'NORTH OF POWERLINE POLE 6.  MARK IS ABOUT THE SAME ELEVATION
 JU3629'AS STATION.
 JU3629'
 JU3629'AZIMUTH MARK, IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 JU3629'IN THE SOUTH END OF A BRIDGE RAILING.  STAMPED BOUNDARY MONUMENT
 JU3629'16-1/2 1960.  IT IS 22.5 FEET SOUTHEAST OF THE CENTERLINE OF
 JU3629'THE NORTH BOUND TRAFFIC LANE OF U.S. HIGHWAY 202.  68.0 FEET
 JU3629'NORTH OF POWERLINE POLE 181.  96.0 FEET SOUTHWEST OF
 JU3629'POWERLINE POLE 182.  TO REACH FROM THE STATION GO WEST ON
 JU3629'GRAVEL ROAD FOR 0.5 MILE TO U.S. HIGHWAY 202.  TURN LEFT,
 JU3629'SOUTH, AND GO 0.2 MILE TO BRIDGE AND MARK ON THE LEFT.
 JU3629'
 JU3629'HEIGHT OF LIGHT ABOVE STATION MARK 29.76 METERS.
 JU3629
 JU3629                          STATION RECOVERY (1993)
 JU3629
 JU3629'RECOVERY NOTE BY US POWER SQUADRON 1993 (EWK)
 JU3629'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1822 ***********************************************************************
 HU1822  DESIGNATION -  BOUNDARY MONUMENT 2 DEL MD
 HU1822  PID         -  HU1822
 HU1822  STATE/COUNTY-  DE/SUSSEX
 HU1822  COUNTRY     -  US
 HU1822  USGS QUAD   -  HEBRON (2016)
 HU1822
 HU1822                         *CURRENT SURVEY CONTROL
 HU1822  ______________________________________________________________________
 HU1822* NAD 83(1991) POSITION- 38 29 20.71996(N) 075 41 45.38061(W)   ADJUSTED
 HU1822* NAVD 88 ORTHO HEIGHT -    11.4   (meters)       37.    (feet) VERTCON3
 HU1822  ______________________________________________________________________
 HU1822  GEOID HEIGHT    -        -35.618 (meters)                     GEOID18
 HU1822  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 HU1822  HORZ ORDER      -  SECOND
 HU1822
 HU1822.The horizontal coordinates were established by classical geodetic methods
 HU1822.and adjusted by the National Geodetic Survey in January 1992.
 HU1822
 HU1822.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1822
 HU1822.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1822.GEOID18 height accuracy estimate available here.
 HU1822
 HU1822.Click photographs - Photos may exist for this station.
 HU1822
 HU1822.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1822
 HU1822. The following values were computed from the NAD 83(1991) position.
 HU1822
 HU1822;                    North         East     Units Scale Factor Converg.
 HU1822;SPC DE       -    54,326.094   175,634.722   MT  1.00000231   -0 10 25.7
 HU1822;SPC DE       -   178,234.86    576,228.25   sFT  1.00000231   -0 10 25.7
 HU1822;SPC MD       -    92,104.758   513,767.003   MT  0.99997249   +0 49 06.5
 HU1822;SPC MD       -   302,180.36  1,685,583.91   sFT  0.99997249   +0 49 06.5
 HU1822;UTM  18      - 4,260,312.128   439,306.101   MT  0.99964536   -0 25 59.3
 HU1822
 HU1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1822!SPC DE       -   1.00000381  x   1.00000231  =   1.00000612
 HU1822!SPC MD       -   1.00000381  x   0.99997249  =   0.99997630
 HU1822!UTM  18      -   1.00000381  x   0.99964536  =   0.99964917
 HU1822
 HU1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3930660312(NAD 83)
 HU1822
 HU1822                          SUPERSEDED SURVEY CONTROL
 HU1822
 HU1822  NAD 83(1986)-  38 29 20.71528(N)    075 41 45.40233(W) AD(       ) 2
 HU1822  NAD 27      -  38 29 20.29740(N)    075 41 46.64450(W) AD(       ) 2
 HU1822  NGVD 29 (07/19/86)   11.6    (m)           38.     (f) VERT ANG       
 HU1822
 HU1822.Superseded values are not recommended for survey control.
 HU1822
 HU1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1822.See file dsdata.pdf to determine how the superseded data were derived.
 HU1822
 HU1822_MARKER: 71 = BOUNDARY MONUMENT
 HU1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1822_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU1822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1822+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2008
 HU1822
 HU1822  HISTORY     - Date     Condition        Report By
 HU1822  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1822  HISTORY     - 20080519 GOOD             GEOCAC
 HU1822
 HU1822                          STATION DESCRIPTION
 HU1822
 HU1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1822'THE STATION IS THE CENTER OF THE INSCRIBED CROSS AT THE APEX AND
 HU1822'CENTER OF BOUNDARY MONUMENT NO. 2.  LOCATED ABOUT 7.0 MILES
 HU1822'WEST-NORTHWEST OF DELMAR, DELAWARE, 4.0 MILES NORTHEAST OF MARDELA
 HU1822'SPRINGS, MARYLAND, 4.0 MILES SOUTH-SOUTHEAST OF SHARPTOWN,
 HU1822'MARYLAND, IN A DENSE WOODS LAND.  THE PROPERTY ON THE DELAWARE SIDE
 HU1822'IS OWNED BY MR. CLYDE COOPER AND THE PROPERTY ON THE MARYLAND
 HU1822'SIDE IS OWNED BY THE ADKINS LUMBER COMPANY.  IT IS A 12-INCH
 HU1822'SQUARE GRANITE STONE PROJECTING ABOUT 20 INCHES ABOVE THE SURFACE
 HU1822'OF THE GROUND, WITH THE LETTER M INSCRIBED ON THE WEST SIDE AND
 HU1822'P ON THE EAST SIDE.  THE MONUMENT HAS PREVIOUSLY BEEN BROKEN OFF
 HU1822'FLUSH WITH THE SURFACE OF THE GROUND.  AT THIS DATE THE STONE
 HU1822'WAS PLACED IN ITS EXACT LOCATION, A SMALL CROSS WAS
 HU1822'INSCRIBED IN ITS TOP AND CENTER FOR TRAVERSE PURPOSE.  THE
 HU1822'STONE WAS NOT REINFORCED ON THIS DATE.  IT IS PAINTED ORANGE ON
 HU1822'TOP AND ABOUT HALF WAY DOWN ON THE MONUMENT.  OTHER
 HU1822'THAN HAVE BEEN BROKEN OFF THE STONE IS IN GOOD CONDITION.  IT
 HU1822'IS 30.2 FEET SOUTH-SOUTHEAST OF A STANDARD METAL WITNESS POST
 HU1822'AND MARKER, 8.6 FEET NORTH OF A 12-INCH OAK TREE AND 6.0 FEET
 HU1822'EAST OF A 30-INCH TRIANGULAR BLAZED OAK TREE.
 HU1822'
 HU1822'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION VINE,
 HU1822'DISTANCE BEING (26.067 FEET) AND 7.945 METERS SOUTHEAST OF STATION
 HU1822'VINE.
 HU1822
 HU1822                          STATION RECOVERY (2008)
 HU1822
 HU1822'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 HU1822'THE STATION IS AN 11.5 INCH BY 11.75 INCH DRESSED PORTLAND STONE SHAFT
 HU1822'THAT PROJECTS ABOUT 18 INCHES.  IT IS LOCATED IN THICH BRUSH ON
 HU1822'UNDEVELOPED PRIVATE PROPERTY ABOUT ABOUT 0.5 MILES SOUTH OF CROSS ROAD
 HU1822'(ROAD 507 IN DELAWARE) AND ABOUT 0.42 MILES EAST OF NORRIS
 HU1822'TWILLEY ROAD.  THE STONE HAS A CUT P ON THE EAST FACE AND A CUT M ON
 HU1822'THE WEST FACE.  THE STONE IS ERECT AND STABLE, BUT THE CHISELED CROSS
 HU1822'ON THE TOP IS BARELY DISCERNABLE.  THERE ARE TRACES OF ORANGE PAINT ON
 HU1822'THE TOP, AND PROMINENT DRIP MARKS ALONG THE TOP TWO INCHES OF ALL
 HU1822'THE SIDES.  THE STONE WAS REPAIRED UNDER THE SUPERVISION OF THE
 HU1822'DELAWARE GEOLOGICAL SURVEY IN 1986, AND THE SEAM IS VISIBLE AROUND THE
 HU1822'BASE OF THE STONE.  TO REACH FROM THE INTERSECTION OF US HIGHWAY 50
 HU1822'AND MARYLAND STATE HIGHWAY 54 NEAR MARDELA SPRINGS, MARYLAND, GO
 HU1822'EAST ON STATE HIGHWAY 54 FOR ABOUT 2.4 MILES TO THE INTERSECTION WITH
 HU1822'NORRIS TWILLEY ROAD.  TURN LEFT AND GO NORTHERLY ON NORRIS TWILLEY
 HU1822'ROAD FOR ABOUT 2.3 MILES TO THE INTERSECTION WITH CROSS ROAD.  TURN
 HU1822'RIGHT AND GO EAST ON CROSS ROAD FOR ABOUT 0.5 MILES TO THE STATE
 HU1822'BOUNDARY LINE.  CONTINUE EAST, NOW ON ROAD 507, FOR ABOUT 0.10 MILES
 HU1822'TO A GRAVEL DRIVE LEADING NORTH ON THE LEFT AND A FIELD ENTRANCE ON
 HU1822'THE RIGHT.  PACK DUE SOUTH ACROSS A CORN FIELD FOR 700 YARDS TO THE
 HU1822'WOODS LINE.  AT THE WOODS LINE, TURN RIGHT AND PACK SOUTHWEST THROUGH
 HU1822'
 HU1822'THE WOODS FOR 350 YARDS TO THE STONE.  THE WOODS TO THE EAST OF THE
 HU1822'STONE IS A MATURE MIXED HARDWOOD AND PINE FOREST.  TO THE WEST, THE
 HU1822'WOODS IS A RECOVERING LOGGING AREA OF YOUNG WHITE PINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1961 ***********************************************************************
 HU1961  DESIGNATION -  BOUNDARY MONUMENT 20
 HU1961  PID         -  HU1961
 HU1961  STATE/COUNTY-  DE/SUSSEX
 HU1961  COUNTRY     -  US
 HU1961  USGS QUAD   -  HICKMAN (2016)
 HU1961
 HU1961                         *CURRENT SURVEY CONTROL
 HU1961  ______________________________________________________________________
 HU1961* NAD 83(1991) POSITION- 38 45 00.99718(N) 075 42 59.35771(W)   NO CHECK
 HU1961* NAVD 88 ORTHO HEIGHT -    12.8   (meters)       42.    (feet) VERTCON3
 HU1961  ______________________________________________________________________
 HU1961  GEOID HEIGHT    -        -35.326 (meters)                     GEOID18
 HU1961  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 HU1961  HORZ ORDER      -  THIRD
 HU1961
 HU1961.The horizontal coordinates were established by classical geodetic methods
 HU1961.and adjusted by the National Geodetic Survey in January 1992.
 HU1961
 HU1961.No horizontal observational check was made to the station.
 HU1961
 HU1961.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1961
 HU1961.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1961.GEOID18 height accuracy estimate available here.
 HU1961
 HU1961.Click photographs - Photos may exist for this station.
 HU1961
 HU1961.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1961
 HU1961. The following values were computed from the NAD 83(1991) position.
 HU1961
 HU1961;                    North         East     Units Scale Factor Converg.
 HU1961;SPC DE       -    83,325.708   173,936.590   MT  1.00000336   -0 11 15.6
 HU1961;SPC DE       -   273,377.76    570,656.96   sFT  1.00000336   -0 11 15.6
 HU1961;SPC MD       -   121,069.376   511,566.773   MT  0.99995224   +0 48 20.1
 HU1961;SPC MD       -   397,208.44  1,678,365.32   sFT  0.99995224   +0 48 20.1
 HU1961;UTM  18      - 4,289,308.816   437,740.178   MT  0.99964773   -0 26 54.5
 HU1961
 HU1961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1961!SPC DE       -   1.00000354  x   1.00000336  =   1.00000690
 HU1961!SPC MD       -   1.00000354  x   0.99995224  =   0.99995578
 HU1961!UTM  18      -   1.00000354  x   0.99964773  =   0.99965127
 HU1961
 HU1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3774089308(NAD 83)
 HU1961
 HU1961                          SUPERSEDED SURVEY CONTROL
 HU1961
 HU1961  NAD 83(1986)-  38 45 00.99085(N)    075 42 59.37431(W) AD(       ) 3
 HU1961  NAD 27      -  38 45 00.58278(N)    075 43 00.62375(W) AD(       ) 3
 HU1961  NGVD 29 (07/19/86)   13.0    (m)           43.     (f) VERT ANG       
 HU1961
 HU1961.Superseded values are not recommended for survey control.
 HU1961
 HU1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1961.See file dsdata.pdf to determine how the superseded data were derived.
 HU1961
 HU1961_MARKER: X = CHISELED CROSS
 HU1961_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HU1961_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1961
 HU1961  HISTORY     - Date     Condition        Report By
 HU1961  HISTORY     - 1976     MONUMENTED       NGS
 HU1961
 HU1961                          STATION DESCRIPTION
 HU1961
 HU1961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1961'THE OLD MARYLAND-DELAWARE CROWN STONE WAS RECOVERED IN THE PRONE
 HU1961'POSITION ABOUT 150 FEET SOUTHEAST OF ITS COMPUTED POSITION.  IT
 HU1961'WAS RESET AT THIS DATE.
 HU1961'
 HU1961'THE MONUMENT IS LOCATED IN A WOODED AREA ABOUT 6 MILES WEST OF
 HU1961'BRIGGSVILLE, DELAWARE, 5 MILES NORTHEAST OF FEDERALSBURG, AND
 HU1961'ON PROPERTY OWNED BY MR. SAMUEL G. MITCHELL.  MR. MITCHELL LIVES
 HU1961'IN THE FIRST HOUSE TO THE SOUTHWEST OF THE MONUMENT.
 HU1961'
 HU1961'TO REACH THIS AREA FROM THE INTERSECTION OF MAIN STREET AND
 HU1961'CENTRAL AVENUE IN FEDERALSBURG, MARYLAND, GO EAST ON STATE
 HU1961'HIGHWAY 318 WHICH IS E. CENTRAL AVENUE FOR 0.35 MILE TO A JUNCTION
 HU1961'OF STATE HIGHWAY 318 AND 306.  KEEP LEFT AND GO NORTH-NORTHEAST ON
 HU1961'STATE HIGHWAY 306 FOR 4.2 MILES TO A FORK, KEEP LEFT ON GRAVELED
 HU1961'ROAD, GO NORTH-NORTHEAST FOR 0.5 MILE TO A POWER LINE POLE ON
 HU1961'THE RIGHT AND THE AZIMUTH MARK, CONTINUE NORTH-NORTHEAST ON A
 HU1961'GRAVELED ROAD FOR 0.2 MILE TO THE SOUTHWEST CORNER OF A WOODED
 HU1961'AREA AND THE POINT ON THE RIGHT 250 FEET FROM THE SOUTHWEST
 HU1961'CORNER OF THE TIMBER.
 HU1961'
 HU1961'THE POINT IS MARKED BY A 1-INCH CUTCROSS IN THE TOP OF THE
 HU1961'12-INCH LIMESTONE MONUMENT.  IT HAS THE PENNSYLVANIA COAT OF
 HU1961'ARMS CARVED IN THE EAST SIDE AND THE CALVERTS COAT OF ARMS
 HU1961'CARVED ON THE WEST SIDE.  THE SUB-SURFACE MARK IS A
 HU1961'MARYLAND-DELAWARE BOUNDARY DISK STAMPED N-S NO. 20 1976, SET IN A
 HU1961'10-INCH MASS OF CONCRETE 38 INCHES BELOW THE SURFACE.  THEY ARE
 HU1961'251 FEET NORTHEAST OF A TRIANGULAR BLAZED TREE AT THE POINT
 HU1961'WHERE YOU LEAVE THE TRUCK, 84 FEET NORTH OF A WITNESS POST, 62
 HU1961'FEET SOUTH OF A WITNESS POST, 8 FEET SOUTHEAST OF A 14-INCH
 HU1961'PINE TREE WITH A TRIANGULAR BLAZE, AND 8 FEET WEST OF A
 HU1961'DIRT FIELD ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1964 ***********************************************************************
 HU1964  DESIGNATION -  BOUNDARY MONUMENT 21 DE MD
 HU1964  PID         -  HU1964
 HU1964  STATE/COUNTY-  DE/SUSSEX
 HU1964  COUNTRY     -  US
 HU1964  USGS QUAD   -  HICKMAN (2016)
 HU1964
 HU1964                         *CURRENT SURVEY CONTROL
 HU1964  ______________________________________________________________________
 HU1964* NAD 83(1991) POSITION- 38 45 52.23290(N) 075 43 03.41491(W)   ADJUSTED
 HU1964* NAVD 88 ORTHO HEIGHT -     6.7   (meters)       22.    (feet) VERTCON3
 HU1964  ______________________________________________________________________
 HU1964  GEOID HEIGHT    -        -35.298 (meters)                     GEOID18
 HU1964  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 HU1964  HORZ ORDER      -  SECOND
 HU1964
 HU1964.The horizontal coordinates were established by classical geodetic methods
 HU1964.and adjusted by the National Geodetic Survey in January 1992.
 HU1964
 HU1964.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1964
 HU1964.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1964.GEOID18 height accuracy estimate available here.
 HU1964
 HU1964.Click photographs - Photos may exist for this station.
 HU1964
 HU1964.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1964
 HU1964. The following values were computed from the NAD 83(1991) position.
 HU1964
 HU1964;                    North         East     Units Scale Factor Converg.
 HU1964;SPC DE       -    84,905.949   173,843.815   MT  1.00000342   -0 11 18.4
 HU1964;SPC DE       -   278,562.27    570,352.58   sFT  1.00000342   -0 11 18.4
 HU1964;SPC MD       -   122,647.690   511,446.625   MT  0.99995173   +0 48 17.5
 HU1964;SPC MD       -   402,386.63  1,677,971.14   sFT  0.99995173   +0 48 17.5
 HU1964;UTM  18      - 4,290,888.901   437,654.629   MT  0.99964786   -0 26 57.6
 HU1964
 HU1964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1964!SPC DE       -   1.00000449  x   1.00000342  =   1.00000791
 HU1964!SPC MD       -   1.00000449  x   0.99995173  =   0.99995622
 HU1964!UTM  18      -   1.00000449  x   0.99964786  =   0.99965235
 HU1964
 HU1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3765490888(NAD 83)
 HU1964
 HU1964                          SUPERSEDED SURVEY CONTROL
 HU1964
 HU1964  NAD 83(1986)-  38 45 52.22655(N)    075 43 03.43131(W) AD(       ) 2
 HU1964  NAD 27      -  38 45 51.81810(N)    075 43 04.68300(W) AD(       ) 2
 HU1964  NGVD 29 (07/19/86)    6.9    (m)           23.     (f) VERT ANG       
 HU1964
 HU1964.Superseded values are not recommended for survey control.
 HU1964
 HU1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1964.See file dsdata.pdf to determine how the superseded data were derived.
 HU1964
 HU1964_MARKER: 71 = BOUNDARY MONUMENT
 HU1964
 HU1964  HISTORY     - Date     Condition        Report By
 HU1964  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1964  HISTORY     - 20071001 POOR             GEOCAC
 HU1964
 HU1964                          STATION DESCRIPTION
 HU1964
 HU1964'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1964'STATION IS LOCATED ABOUT 6.0 MILES NORTHEAST OF FEDERALSBURG
 HU1964'MARYLAND, 6.5 MILES WEST-NORTHWEST OF BRIDGEVILLE DELAWARE.
 HU1964'
 HU1964'BOUNDARY MONUMENT NO. 21, A 12 X 12 INCH SQUARE MONUMENT, WITH
 HU1964'THE LETTER M ON THE WEST SIDE AND P ON THE EAST SIDE, PROJECTING
 HU1964'ABOUT 30 INCHES FROM THE GROUND.  IT IS 9.0 FEET SOUTH OF A WOODS
 HU1964'ROAD.  3.5 FEET WEST OF A 10 INCH OAK TREE.  12.5 FEET NORTHEAST
 HU1964'OF A 6 INCH HOLLY TREE.
 HU1964'
 HU1964'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION MARSH, DISTANCE
 HU1964'BEING 34.089 METERS AND (111.84) FEET EAST-NORTHEAST OF STATION
 HU1964'MARSH.
 HU1964
 HU1964                          STATION RECOVERY (2007)
 HU1964
 HU1964'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 HU1964'THE STONE IS LOCATED IN A VERY SWAMPY AREA, PROJECTS 31 INCHES AND
 HU1964'LEANS ABOUT FIVE DEGREES TO THE SOUTHWEST.  THE STONE IS ABOUT 0.37
 HU1964'MILES NORTH ALONG THE STATE BOUNDARY LINE FROM NOBLE ROAD, AND ABOUT
 HU1964'100 FEET SOUTHEAST OF THE MAIN CHANNEL OF MARSHYHOPE CREEK.  THE
 HU1964'APPROACH FROM ANY DIRECTION IS THROUGH VERY DENSE UNDERGROWTH AND
 HU1964'MARSH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1966 ***********************************************************************
 HU1966  DESIGNATION -  BOUNDARY MONUMENT 22 DEL MD
 HU1966  PID         -  HU1966
 HU1966  STATE/COUNTY-  DE/SUSSEX
 HU1966  COUNTRY     -  US
 HU1966  USGS QUAD   -  HICKMAN (2016)
 HU1966
 HU1966                         *CURRENT SURVEY CONTROL
 HU1966  ______________________________________________________________________
 HU1966* NAD 83(1991) POSITION- 38 46 44.36639(N) 075 43 07.53482(W)   ADJUSTED
 HU1966* NAVD 88 ORTHO HEIGHT -    12.6   (meters)       41.    (feet) VERTCON3
 HU1966  ______________________________________________________________________
 HU1966  GEOID HEIGHT    -        -35.269 (meters)                     GEOID18
 HU1966  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 HU1966  HORZ ORDER      -  SECOND
 HU1966
 HU1966.The horizontal coordinates were established by classical geodetic methods
 HU1966.and adjusted by the National Geodetic Survey in January 1992.
 HU1966
 HU1966.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1966
 HU1966.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1966.GEOID18 height accuracy estimate available here.
 HU1966
 HU1966.Click photographs - Photos may exist for this station.
 HU1966
 HU1966.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1966
 HU1966. The following values were computed from the NAD 83(1991) position.
 HU1966
 HU1966;                    North         East     Units Scale Factor Converg.
 HU1966;SPC DE       -    86,513.884   173,749.658   MT  1.00000348   -0 11 21.1
 HU1966;SPC DE       -   283,837.63    570,043.67   sFT  1.00000348   -0 11 21.1
 HU1966;SPC MD       -   124,253.668   511,324.614   MT  0.99995127   +0 48 14.9
 HU1966;SPC MD       -   407,655.58  1,677,570.84   sFT  0.99995127   +0 48 14.9
 HU1966;UTM  18      - 4,292,496.677   437,567.827   MT  0.99964800   -0 27 00.7
 HU1966
 HU1966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1966!SPC DE       -   1.00000356  x   1.00000348  =   1.00000704
 HU1966!SPC MD       -   1.00000356  x   0.99995127  =   0.99995483
 HU1966!UTM  18      -   1.00000356  x   0.99964800  =   0.99965156
 HU1966
 HU1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3756792496(NAD 83)
 HU1966
 HU1966                          SUPERSEDED SURVEY CONTROL
 HU1966
 HU1966  NAD 83(1986)-  38 46 44.35998(N)    075 43 07.55102(W) AD(       ) 2
 HU1966  NAD 27      -  38 46 43.94970(N)    075 43 08.80440(W) AD(       ) 2
 HU1966  NGVD 29 (07/19/86)   12.8    (m)           42.     (f) VERT ANG       
 HU1966
 HU1966.Superseded values are not recommended for survey control.
 HU1966
 HU1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1966.See file dsdata.pdf to determine how the superseded data were derived.
 HU1966
 HU1966_MARKER: 71 = BOUNDARY MONUMENT
 HU1966
 HU1966  HISTORY     - Date     Condition        Report By
 HU1966  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1966
 HU1966                          STATION DESCRIPTION
 HU1966
 HU1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1966'THE STATION IS THE CENTER OF THE SMALL CROSS INSCRIBED IN THE
 HU1966'TOP AND CENTER OF BOUNDARY MONUMENT NO. 22.  LOCATED ABOUT 6.5
 HU1966'MILES NORTHEAST OF FEDERALSBURG, MARYLAND, 6.5 MILES WEST-NORTHWEST
 HU1966'OF BRIDGEVILLE, DELAWARE, IN A DENSE WOODS AND BRUSH AND ON
 HU1966'PROPERTY OWNED BY MISS SADIE DE VORE.  IT IS A 12-INCH SQUARE
 HU1966'GRANITE STONE PROJECTING ABOUT 30 INCHES ABOVE THE SURFACE OF
 HU1966'THE GROUND, WITH THE LETTER M CUT IN ON ITS WEST SIDE AND P ON
 HU1966'THE EAST SIDE, A SMALL CROSS WAS INSCRIBED IN THE TOP AND
 HU1966'CENTER OF THE MONUMENT ON THIS DATE FOR TRAVERSE PURPOSE.
 HU1966'IN GENERAL THE MONUMENT IS IN GOOD CONDITION.  IT IS 119.7
 HU1966'FEET SOUTHWEST OF A STANDARD METAL WITNESS POST AND MARKER.
 HU1966'
 HU1966'TO REACH THE STATION FROM THE RAILROAD STATION IN BRIDGEVILLE,
 HU1966'DELAWARE.  GO NORTHWEST ON STATE HIGHWAY 404 FOR 6.5 MILES TO A
 HU1966'CROSSROAD, THIS IS ABOUT 1.05 MILE SOUTHEAST OF THE FOUNTAINVILLE,
 HU1966'INTERSTATE LOOKOUT TOWER.  TURN LEFT AND GO SOUTHWEST ON A
 HU1966'BLACKTOP ROAD FOR 1.05 MILE TO A NARROW GRADED ROAD ON THE RIGHT,
 HU1966'WEST SIDE OF THE BLACKTOP ROAD.  TURN RIGHT AND GO WEST ON THE
 HU1966'NARROW BLADED ROAD FOR 0.45 MILE TO A DRIVEWAY ON THE LEFT, SOUTH
 HU1966'SIDE OF THE ROAD.  TURN LEFT AND GO SOUTH ON DRIVEWAY FOR
 HU1966'ABOUT 200.0 FEET TO THE NORTHEAST CORNER OF FIELD, JUST AFTER
 HU1966'PASSING A TRAILER HOUSE RESIDENCE ON THE LEFT.  CONTINUE
 HU1966'SOUTH ON A DIM TRACK FIELD ROAD FOR 0.25 MILE TO THE SOUTHEAST
 HU1966'CORNER OF A CULTIVATED FIELD AND NORTHWEST CORNER OF TIMBER AND
 HU1966'A TRACK WOODS ROAD.  CONTINUE SOUTH-SOUTHWEST ON THE TRACK
 HU1966'WOODS ROAD FOR 0.2 MILE TO A DEEP HOLE OFF THE WOODS ROAD TO
 HU1966'THE LEFT, APPEARS TO HAVE BEEN AN OLD WELL AT ONE TIME AND A
 HU1966'10-INCH TRIANGULAR BLAZED PINE TREE AND A DIM TRACK WOODS ROAD
 HU1966'ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE DIM TRACK WOODS
 HU1966'ROAD FOR 0.1 MILE TO A 10-INCH TRIANGULAR BLAZED OAK TREE, A
 HU1966'STANDARD METAL WITNESS POST AND THE STATION.
 HU1966'
 HU1966'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DE VORE,
 HU1966'DISTANCE BEING (115.09 FEET) AND 35.081 METERS EAST-SOUTHEAST OF
 HU1966'STATION DE VORE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1968 ***********************************************************************
 HU1968  DESIGNATION -  BOUNDARY MONUMENT 23 DEL MD
 HU1968  PID         -  HU1968
 HU1968  STATE/COUNTY-  DE/SUSSEX
 HU1968  COUNTRY     -  US
 HU1968  USGS QUAD   -  HICKMAN (2016)
 HU1968
 HU1968                         *CURRENT SURVEY CONTROL
 HU1968  ______________________________________________________________________
 HU1968* NAD 83(1991) POSITION- 38 47 37.01733(N) 075 43 11.71751(W)   ADJUSTED
 HU1968* NAVD 88 ORTHO HEIGHT -    12.2   (meters)       40.    (feet) VERTCON3
 HU1968  ______________________________________________________________________
 HU1968  GEOID HEIGHT    -        -35.236 (meters)                     GEOID18
 HU1968  LAPLACE CORR    -         -2.91  (seconds)                    DEFLEC18
 HU1968  HORZ ORDER      -  SECOND
 HU1968
 HU1968.The horizontal coordinates were established by classical geodetic methods
 HU1968.and adjusted by the National Geodetic Survey in January 1992.
 HU1968
 HU1968.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1968
 HU1968.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1968.GEOID18 height accuracy estimate available here.
 HU1968
 HU1968.Click photographs - Photos may exist for this station.
 HU1968
 HU1968.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1968
 HU1968. The following values were computed from the NAD 83(1991) position.
 HU1968
 HU1968;                    North         East     Units Scale Factor Converg.
 HU1968;SPC DE       -    88,137.786   173,654.082   MT  1.00000354   -0 11 24.0
 HU1968;SPC DE       -   289,165.39    569,730.10   sFT  1.00000354   -0 11 24.0
 HU1968;SPC MD       -   125,875.583   511,200.904   MT  0.99995087   +0 48 12.3
 HU1968;SPC MD       -   412,976.81  1,677,164.97   sFT  0.99995087   +0 48 12.3
 HU1968;UTM  18      - 4,294,120.420   437,479.680   MT  0.99964813   -0 27 03.8
 HU1968
 HU1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1968!SPC DE       -   1.00000361  x   1.00000354  =   1.00000715
 HU1968!SPC MD       -   1.00000361  x   0.99995087  =   0.99995448
 HU1968!UTM  18      -   1.00000361  x   0.99964813  =   0.99965174
 HU1968
 HU1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3747994120(NAD 83)
 HU1968
 HU1968                          SUPERSEDED SURVEY CONTROL
 HU1968
 HU1968  NAD 83(1986)-  38 47 37.01093(N)    075 43 11.73350(W) AD(       ) 2
 HU1968  NAD 27      -  38 47 36.60180(N)    075 43 12.98870(W) AD(       ) 2
 HU1968  NGVD 29 (07/19/86)   12.7    (m)           42.     (f) VERT ANG       
 HU1968
 HU1968.Superseded values are not recommended for survey control.
 HU1968
 HU1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1968.See file dsdata.pdf to determine how the superseded data were derived.
 HU1968
 HU1968_MARKER: 71 = BOUNDARY MONUMENT
 HU1968_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU1968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1968
 HU1968  HISTORY     - Date     Condition        Report By
 HU1968  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1968
 HU1968                          STATION DESCRIPTION
 HU1968
 HU1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1968'BOUNDARY MONUMENT NO 23 IS A 12 X 12 INCH LIMESTONE MONUMENT
 HU1968'MARKED WITH THE LETTERS M AND P AND IS CONSIDERED IN GOOD
 HU1968'CONDITION EXCEPT IT HAS BEEN BROKEN OFF ABOUT 3 INCHES BELOW
 HU1968'THE GROUND SURFACE.  THE TOP PORTION OF THE MONUMENT IS IN A
 HU1968'PRONE POSITION AT THE BASE OF THE MONUMENT.  IT IS LOCATED
 HU1968'72.0 FEET EAST OF A 12-INCH TRIANGULAR BLAZED OAK TREE, 73.54
 HU1968'FEET AND 22.416 METERS EAST-NORTHEAST OF TRIANGULATION STATION
 HU1968'WADE 1962, 73.5 FEET EAST OF A STANDARD METAL WITNESS POST AND
 HU1968'MARKER, 0.5 MILE SOUTH OF THE FOUNTAINVILLE, INTERSTATE
 HU1968'LOOKOUT TOWER, 7.0 MILES NORTHEAST OF BRIDGEVILLE, DELAWARE, 8
 HU1968'1/2 MILES SOUTHEAST OF DENTON, MARYLAND AND ON PROPERTY OWNED
 HU1968'BY MR. E. HARPER OF BRIDGEVILLE, DELAWARE.
 HU1968'
 HU1968'POINT OBSERVED AND MEASURED TO WAS A CROSS MARK SCRIBED IN THE
 HU1968'APPROXIMATE CENTER OF THE BASE OF THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1970 ***********************************************************************
 HU1970  DESIGNATION -  BOUNDARY MONUMENT 24 DEL MD
 HU1970  PID         -  HU1970
 HU1970  STATE/COUNTY-  DE/SUSSEX
 HU1970  COUNTRY     -  US
 HU1970  USGS QUAD   -  HICKMAN (2016)
 HU1970
 HU1970                         *CURRENT SURVEY CONTROL
 HU1970  ______________________________________________________________________
 HU1970* NAD 83(1991) POSITION- 38 48 28.99612(N) 075 43 15.87146(W)   ADJUSTED
 HU1970* NAVD 88 ORTHO HEIGHT -    14.7   (meters)       48.    (feet) VERTCON3
 HU1970  ______________________________________________________________________
 HU1970  GEOID HEIGHT    -        -35.204 (meters)                     GEOID18
 HU1970  LAPLACE CORR    -         -2.91  (seconds)                    DEFLEC18
 HU1970  HORZ ORDER      -  SECOND
 HU1970
 HU1970.The horizontal coordinates were established by classical geodetic methods
 HU1970.and adjusted by the National Geodetic Survey in January 1992.
 HU1970
 HU1970.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1970
 HU1970.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1970.GEOID18 height accuracy estimate available here.
 HU1970
 HU1970.Click photographs - Photos may exist for this station.
 HU1970
 HU1970.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1970
 HU1970. The following values were computed from the NAD 83(1991) position.
 HU1970
 HU1970;                    North         East     Units Scale Factor Converg.
 HU1970;SPC DE       -    89,740.964   173,559.172   MT  1.00000361   -0 11 26.8
 HU1970;SPC DE       -   294,425.15    569,418.72   sFT  1.00000361   -0 11 26.8
 HU1970;SPC MD       -   127,476.790   511,078.220   MT  0.99995054   +0 48 09.7
 HU1970;SPC MD       -   418,230.10  1,676,762.46   sFT  0.99995054   +0 48 09.7
 HU1970;UTM  18      - 4,295,723.444   437,392.109   MT  0.99964827   -0 27 06.9
 HU1970
 HU1970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1970!SPC DE       -   1.00000322  x   1.00000361  =   1.00000683
 HU1970!SPC MD       -   1.00000322  x   0.99995054  =   0.99995376
 HU1970!UTM  18      -   1.00000322  x   0.99964827  =   0.99965149
 HU1970
 HU1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3739295723(NAD 83)
 HU1970
 HU1970                          SUPERSEDED SURVEY CONTROL
 HU1970
 HU1970  NAD 83(1986)-  38 48 28.98946(N)    075 43 15.88723(W) AD(       ) 2
 HU1970  NAD 27      -  38 48 28.57980(N)    075 43 17.14310(W) AD(       ) 2
 HU1970  NGVD 29 (07/19/86)   14.9    (m)           49.     (f) VERT ANG       
 HU1970
 HU1970.Superseded values are not recommended for survey control.
 HU1970
 HU1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1970.See file dsdata.pdf to determine how the superseded data were derived.
 HU1970
 HU1970_MARKER: 71 = BOUNDARY MONUMENT
 HU1970_SP_SET: OBJECT IMBEDDED IN GROUND
 HU1970
 HU1970  HISTORY     - Date     Condition        Report By
 HU1970  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1970  HISTORY     - 1987     SEE DESCRIPTION  NGS
 HU1970  HISTORY     - 20090423 POOR             GEOCAC
 HU1970
 HU1970                          STATION DESCRIPTION
 HU1970
 HU1970'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1970'THE STATION IS THE SMALL CROSS INSCRIBED IN THE TOP AND CENTER OF
 HU1970'BOUNDARY MONUMENT NO. 24.  LOCATED IN A LOW, SWAMP AREA, IN A
 HU1970'DENSE TIMBER, ON PROPERTY OWNED BY MR. JOSEPH BARLEY.  LOCATED
 HU1970'ABOUT 8.0 MILES SOUTHEAST OF DENTON, MARYLAND, 8.0 MILES NORTHWEST
 HU1970'OF BRIDGEVILLE, DELAWARE AND ABOUT 0.5 MILE NORTH OF THE
 HU1970'FOUNTAINVILLE, INTERSTATE FIRE TOWER.  IT IS A 12-INCH SQUARE
 HU1970'LIMESTONE MONUMENT PROJECTING ABOUT 30 INCHES ABOVE THE SURFACE
 HU1970'OF THE GROUND, LEANS SLIGHTLY OT THE NORTHWEST, WITH THE
 HU1970'LETTER M CUT IN ON ITS WEST SIDE AND P ON THE EAST SIDE, A
 HU1970'SMALL CROSS WAS INSCRIBED IN ITS TOP AND CENTER FOR TRAVERSE
 HU1970'PURPOSE ON THIS DATE.  IT IS 120.0 FEET SOUTHEAST OF A
 HU1970'24-INCH DEAD TREE, 90.0 FEET EAST OF A 30-INCH DEAD TREE AND
 HU1970'63.9 FEET EAST OF A STANDARD METAL WITNESS POST AND MARKER.
 HU1970'
 HU1970'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HU1971
 HU1970'DISTANCE BEING, 14.813 METERS AND (48.60 FEET) EAST OF STATION
 HU1970'HU1971.
 HU1970
 HU1970                          STATION RECOVERY (1987)
 HU1970
 HU1970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (RGP)
 HU1970'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW --
 HU1970'THE BOUNDARY MONUMENT WAS RECOVERED AND WAS FOUND TO HAVE BEEN
 HU1970'MOVED SLIGHTLY DURING THE CONSTRUCTION OF A LARGE DRAINAGE DITCH.
 HU1970'IT WAS RESET BACK TO ITS POSITION INDICATED BY THE MOST RECENT
 HU1970'INFORMATION AVAILABLE.  NO NEW DESCRIPTION IS REQUIRED. THERE IS A
 HU1970'LONG, DEEP DRAINAGE DITCH ABOUT 3 METERS TO THE WEST OF THE STATION
 HU1970'AND BETWEEN TRIANGULATION STATION HU1971 AND THIS MONUMENT. A TIE WAS
 HU1970'MADE TO TRIANGULATION STATION HU1971.
 HU1970
 HU1970                          STATION RECOVERY (2009)
 HU1970
 HU1970'RECOVERY NOTE BY GEOCACHING 2009 (WD)
 HU1970'BOUNDARY MONUMENT MILE 24 DEL MD IS A 12-INCH BY 12-INCH LIMESTONE
 HU1970'SHAFT THAT PROJECTS 25 INCHES.  THE STONE IS LOCATED IN A CLEARED AREA
 HU1970'ABOUT SIX FEET EAST OF THE EAST EDGE OF A LARGE NORTH-SOUTH DRAINAGE
 HU1970'DITCH, AND ABOUT 330 YARDS EAST OF NOBLE ROAD.  THE STONE IS
 HU1970'AN INTERMEDIATE MILE MARKER WITH A CUT M ON THE WEST FACE AND A CUT P
 HU1970'ON THE EAST FACE.   THE STONE HAS SUFFERED A GREAT DEAL OF DAMAGE AND
 HU1970'IS IN POOR CONDITION.  A LARGE PORTION OF THE TOP HALF OF THE STONE,
 HU1970'COMPRISING ABOUT ONE-THIRD OF THE TOP SURFACE AND EXTENDING 18 INCHES
 HU1970'
 HU1970'DOWN THE NORTH FACE, IS MISSING.  THE TOP IS IRREGULAR AND
 HU1970'POCK-MARKED, AND A VERY LARGE CHIP IS MISSING FROM THE SOUTH EDGE OF
 HU1970'THE TOP.  THERE IS ALSO A LARGE CHIP MISSING FROM THE SOUTHEAST
 HU1970'VERTICAL EDGE OF THE SHAFT.  THERE IS SOME FLUTING VISIBLE ON THE WEST
 HU1970'AND
 HU1970'SOUTH FACES.  THE CUT M IS SLIGHTLY DAMAGED, AND THE CUT P IS VERY
 HU1970'DAMAGED.  METAL WITNESS POSTS HAVE BEEN DRIVEN INTO THE GROUND
 HU1970'ABUTTING THE NORTH AND EAST FACES OF THE STONE.  THE STONE IS ERECT
 HU1970'AND STABLE, BUT THE PREVIOUSLY DESCRIBED SMALL CROSS IN THE TOP IS NOT
 HU1970'VISIBLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1973 ***********************************************************************
 HU1973  DESIGNATION -  BOUNDARY MONUMENT 26 DEL MD
 HU1973  PID         -  HU1973
 HU1973  STATE/COUNTY-  DE/KENT
 HU1973  COUNTRY     -  US
 HU1973  USGS QUAD   -  HICKMAN (2016)
 HU1973
 HU1973                         *CURRENT SURVEY CONTROL
 HU1973  ______________________________________________________________________
 HU1973* NAD 83(1991) POSITION- 38 50 13.59503(N) 075 43 24.09591(W)   ADJUSTED
 HU1973* NAVD 88 ORTHO HEIGHT -    16.1   (meters)       53.    (feet) VERTCON3
 HU1973  ______________________________________________________________________
 HU1973  GEOID HEIGHT    -        -35.136 (meters)                     GEOID18
 HU1973  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 HU1973  HORZ ORDER      -  SECOND
 HU1973
 HU1973.The horizontal coordinates were established by classical geodetic methods
 HU1973.and adjusted by the National Geodetic Survey in January 1992.
 HU1973
 HU1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1973
 HU1973.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1973.GEOID18 height accuracy estimate available here.
 HU1973
 HU1973.Click photographs - Photos may exist for this station.
 HU1973
 HU1973.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1973
 HU1973. The following values were computed from the NAD 83(1991) position.
 HU1973
 HU1973;                    North         East     Units Scale Factor Converg.
 HU1973;SPC DE       -    92,967.106   173,371.559   MT  1.00000373   -0 11 32.4
 HU1973;SPC DE       -   305,009.58    568,803.19   sFT  1.00000373   -0 11 32.4
 HU1973;SPC MD       -   130,699.022   510,834.708   MT  0.99995007   +0 48 04.5
 HU1973;SPC MD       -   428,801.71  1,675,963.54   sFT  0.99995007   +0 48 04.5
 HU1973;UTM  18      - 4,298,949.261   437,219.268   MT  0.99964853   -0 27 13.1
 HU1973
 HU1973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1973!SPC DE       -   1.00000299  x   1.00000373  =   1.00000672
 HU1973!SPC MD       -   1.00000299  x   0.99995007  =   0.99995306
 HU1973!UTM  18      -   1.00000299  x   0.99964853  =   0.99965152
 HU1973
 HU1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3721998949(NAD 83)
 HU1973
 HU1973                          SUPERSEDED SURVEY CONTROL
 HU1973
 HU1973  NAD 83(1986)-  38 50 13.58833(N)    075 43 24.11128(W) AD(       ) 2
 HU1973  NAD 27      -  38 50 13.17830(N)    075 43 25.36930(W) AD(       ) 2
 HU1973  NGVD 29 (07/19/86)   16.3    (m)           53.     (f) VERT ANG       
 HU1973
 HU1973.Superseded values are not recommended for survey control.
 HU1973
 HU1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1973.See file dsdata.pdf to determine how the superseded data were derived.
 HU1973
 HU1973_MARKER: 71 = BOUNDARY MONUMENT
 HU1973
 HU1973  HISTORY     - Date     Condition        Report By
 HU1973  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1973  HISTORY     - 20071001 POOR             GEOCAC
 HU1973  HISTORY     - 20120321 GOOD             DELCOS
 HU1973  HISTORY     - 20150717 GOOD             RODCON
 HU1973
 HU1973                          STATION DESCRIPTION
 HU1973
 HU1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1973'THE BOUNDARY MONUMENT NO. 26 IS LOCATED IN THE SMALL VILLAGE OF
 HU1973'HICKMAN, DELAWARE-MARYLAND, 19.0 FEET WEST OF THE APPROXIMATE
 HU1973'CENTER OF A MACADAM ROAD, 28.6 FEET SOUTHEAST OF A POWERLINE
 HU1973'POLE 76-6A, 71.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 HU1973'HICKMAN, GENERAL STORE, 7.0 MILES SOUTHEAST OF DENTON, MARYLAND,
 HU1973'8.0 MILES NORTHWEST OF GREENWOOD AND ON STATE PROPERTY.
 HU1973'
 HU1973'A TRAVERSE MEASUREMENT WAS MADE TO TRIANGULATION STATION HICKMAN
 HU1973'1962, DISTANCE BEING 40.565 METERS 133.087 FEET.
 HU1973'
 HU1973'POINT OBSERVED AND MEASURED TO WAS A SMALL CROSS MARK SCRIBED
 HU1973'ON THE APEX OF THE MONUMENT.
 HU1973
 HU1973                          STATION RECOVERY (2007)
 HU1973
 HU1973'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 HU1973'THE STONE IS ABOUT 19 FEET WEST OF THE CENTERLINE OF HOG RANGE ROAD,
 HU1973'ABOUT 0.35 MILES NORTH OF THE INTERSECTION WITH MARYLAND STATE HIGHWAY
 HU1973'16.  IT IS ERECT AND STABLE, AND PROJECTS 11.  THE STONE IS SURROUNDED
 HU1973'BY SIX WOOD POSTS, BUT APPEARS TO HAVE BEEN DAMAGED BY VEHICLE OR
 HU1973'VANDALS.
 HU1973
 HU1973                          STATION RECOVERY (2012)
 HU1973
 HU1973'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU1973'NO LONGER SURROUNDED BY 6 POSTS, NOW ONLY 3 POSTS.
 HU1973
 HU1973                          STATION RECOVERY (2015)
 HU1973
 HU1973'RECOVERY NOTE BY RODGERS CONSULTING INC 2015 (JMB)
 HU1973'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1974 ***********************************************************************
 HU1974  DESIGNATION -  BOUNDARY MONUMENT 27 DEL MD
 HU1974  PID         -  HU1974
 HU1974  STATE/COUNTY-  DE/KENT
 HU1974  COUNTRY     -  US
 HU1974  USGS QUAD   -  HICKMAN (2016)
 HU1974
 HU1974                         *CURRENT SURVEY CONTROL
 HU1974  ______________________________________________________________________
 HU1974* NAD 83(1991) POSITION- 38 51 05.56552(N) 075 43 28.21448(W)   ADJUSTED
 HU1974* NAVD 88 ORTHO HEIGHT -    16.2   (meters)       53.    (feet) VERTCON3
 HU1974  ______________________________________________________________________
 HU1974  GEOID HEIGHT    -        -35.101 (meters)                     GEOID18
 HU1974  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 HU1974  HORZ ORDER      -  SECOND
 HU1974
 HU1974.The horizontal coordinates were established by classical geodetic methods
 HU1974.and adjusted by the National Geodetic Survey in January 1992.
 HU1974
 HU1974.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1974
 HU1974.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1974.GEOID18 height accuracy estimate available here.
 HU1974
 HU1974.Click photographs - Photos may exist for this station.
 HU1974
 HU1974.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1974
 HU1974. The following values were computed from the NAD 83(1991) position.
 HU1974
 HU1974;                    North         East     Units Scale Factor Converg.
 HU1974;SPC DE       -    94,570.041   173,277.628   MT  1.00000379   -0 11 35.2
 HU1974;SPC DE       -   310,268.54    568,495.02   sFT  1.00000379   -0 11 35.2
 HU1974;SPC MD       -   132,300.001   510,713.001   MT  0.99994994   +0 48 02.0
 HU1974;SPC MD       -   434,054.25  1,675,564.24   sFT  0.99994994   +0 48 02.0
 HU1974;UTM  18      - 4,300,552.038   437,132.680   MT  0.99964867   -0 27 16.2
 HU1974
 HU1974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1974!SPC DE       -   1.00000297  x   1.00000379  =   1.00000676
 HU1974!SPC MD       -   1.00000297  x   0.99994994  =   0.99995291
 HU1974!UTM  18      -   1.00000297  x   0.99964867  =   0.99965164
 HU1974
 HU1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3713200552(NAD 83)
 HU1974
 HU1974                          SUPERSEDED SURVEY CONTROL
 HU1974
 HU1974  NAD 83(1986)-  38 51 05.55844(N)    075 43 28.22961(W) AD(       ) 2
 HU1974  NAD 27      -  38 51 05.13800(N)    075 43 29.48700(W) AD(       ) 2
 HU1974  NGVD 29 (07/19/86)   16.4    (m)           54.     (f) VERT ANG       
 HU1974
 HU1974.Superseded values are not recommended for survey control.
 HU1974
 HU1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1974.See file dsdata.pdf to determine how the superseded data were derived.
 HU1974
 HU1974_MARKER: 71 = BOUNDARY MONUMENT
 HU1974_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU1974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1974
 HU1974  HISTORY     - Date     Condition        Report By
 HU1974  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1974
 HU1974                          STATION DESCRIPTION
 HU1974
 HU1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1974'BOUNDARY MONUMENT NO.27 IS A 12 X 12 INCH LIMESTONE MONUMENT
 HU1974'PROJECTING ABOUT 18 INCHES ABOVE THE GROUND SURFACE AND MARKED
 HU1974'WITH THE LETTERS M AND P.  THE MONUMENT IS CONSIDERED IN GOOD
 HU1974'CONDITION EXCEPT SMALL CHIPS OFF OF THE CORNERS AND IS LEANING
 HU1974'SLIGHTLY SOUTH.
 HU1974'
 HU1974'IT IS LOCATED 154.0 FEET NORTH OF THE WITNESS POST, 95.0 FEET
 HU1974'SOUTH OF A FENCE LINE, 153.6 FEET NORTH OF A FENCE LINE, 1.0
 HU1974'MILE NORTH OF HICKMAN, 6.0 MILES SOUTHEAST OF DENTON AND ON
 HU1974'PROPERTY OWNED BY MR. CARL PARKER.
 HU1974'
 HU1974'POINT OBSERVED AND TRAVERSED TOO WAS A SMALL CROSS MARK SCRIBED
 HU1974'ON THE APEX OF THE MONUMENT.
 HU1974'
 HU1974'A TRAVERSE MEASUREMENT WAS MADE TO TRIANGULATION STATION PARKER
 HU1974'1962 DISTANCE BEING 48.7859 METERS AND (160.058) FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1976 ***********************************************************************
 HU1976  DESIGNATION -  BOUNDARY MONUMENT 28 DEL MD
 HU1976  PID         -  HU1976
 HU1976  STATE/COUNTY-  DE/KENT
 HU1976  COUNTRY     -  US
 HU1976  USGS QUAD   -  HICKMAN (2016)
 HU1976
 HU1976                         *CURRENT SURVEY CONTROL
 HU1976  ______________________________________________________________________
 HU1976* NAD 83(1991) POSITION- 38 51 57.76651(N) 075 43 32.34589(W)   ADJUSTED
 HU1976* NAVD 88 ORTHO HEIGHT -    17.4   (meters)       57.    (feet) VERTCON3
 HU1976  ______________________________________________________________________
 HU1976  GEOID HEIGHT    -        -35.064 (meters)                     GEOID18
 HU1976  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 HU1976  HORZ ORDER      -  SECOND
 HU1976
 HU1976.The horizontal coordinates were established by classical geodetic methods
 HU1976.and adjusted by the National Geodetic Survey in January 1992.
 HU1976
 HU1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1976
 HU1976.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1976.GEOID18 height accuracy estimate available here.
 HU1976
 HU1976.Click photographs - Photos may exist for this station.
 HU1976
 HU1976.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1976
 HU1976. The following values were computed from the NAD 83(1991) position.
 HU1976
 HU1976;                    North         East     Units Scale Factor Converg.
 HU1976;SPC DE       -    96,180.090   173,183.454   MT  1.00000385   -0 11 38.0
 HU1976;SPC DE       -   315,550.85    568,186.05   sFT  1.00000385   -0 11 38.0
 HU1976;SPC MD       -   133,908.088   510,590.926   MT  0.99994986   +0 47 59.4
 HU1976;SPC MD       -   439,330.12  1,675,163.73   sFT  0.99994986   +0 47 59.4
 HU1976;UTM  18      - 4,302,161.928   437,045.884   MT  0.99964880   -0 27 19.3
 HU1976
 HU1976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1976!SPC DE       -   1.00000278  x   1.00000385  =   1.00000663
 HU1976!SPC MD       -   1.00000278  x   0.99994986  =   0.99995264
 HU1976!UTM  18      -   1.00000278  x   0.99964880  =   0.99965158
 HU1976
 HU1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3704502161(NAD 83)
 HU1976
 HU1976                          SUPERSEDED SURVEY CONTROL
 HU1976
 HU1976  NAD 83(1986)-  38 51 57.75941(N)    075 43 32.36082(W) AD(       ) 2
 HU1976  NAD 27      -  38 51 57.33640(N)    075 43 33.61840(W) AD(       ) 2
 HU1976  NGVD 29 (07/19/86)   17.6    (m)           58.     (f) VERT ANG       
 HU1976
 HU1976.Superseded values are not recommended for survey control.
 HU1976
 HU1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1976.See file dsdata.pdf to determine how the superseded data were derived.
 HU1976
 HU1976_MARKER: 71 = BOUNDARY MONUMENT
 HU1976
 HU1976  HISTORY     - Date     Condition        Report By
 HU1976  HISTORY     - 1961     FIRST OBSERVED   CGS
 HU1976
 HU1976                          STATION DESCRIPTION
 HU1976
 HU1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 HU1976'THE STATION IS THE SMALL CROSS INSCRIBED IN THE TOP AND CENTER
 HU1976'OF BOUNDARY MONUMENT NO. 28.  LOCATED ABOUT 219.0 FEET EAST OF
 HU1976'A TIMBERLINE, IN A SMALL FIELD PLANTED TO SMALL PINE TREES, ABOUT
 HU1976'5.5 MILES EAST-SOUTHEAST OF DENTON, MARYLAND, 2.0 MILES SOUTH OF
 HU1976'THE SMALL SETTLEMENT OF BURRSVILLE, 2.0 MILES NORTH OF THE SMALL
 HU1976'SETTLEMENT OF HICKMAN AND ON PROPERTY OWNED BY THE GLADFELTER
 HU1976'PULPWOOD COMPANY OF FREDERICKSBURG, VIRGINIA.  IT IS A 12-INCH
 HU1976'SQUARE LIME STONE MONUMENT PROJECTING ABOUT 30 INCHES ABOVE
 HU1976'THE SURFACE OF THE GROUND, PLUMB AND IN GENERAL GOOD
 HU1976'CONDITION, WITH THE LETTER M CUT IN ON ITS WEST SIDE AND P ON
 HU1976'THE EAST SIDE.  A SMALL CROSS WAS INSCRIBED IN ITS TOP AND
 HU1976'CENTER FOR TRAVERSE PURPOSE ON THIS DATE.
 HU1976'
 HU1976'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 317
 HU1976'AND A BLACKTOP ROAD, THE OLD HIGHWAY, A CROSSROAD IN BURRSVILLE,
 HU1976'MARYLAND.  GO SOUTH-SOUTHEAST ON THE OLD HIGHWAY FOR 0.15 MILE
 HU1976'TO A SIDE ROAD RIGHT.  CONTINUE SOUTHEAST ON A BLACKTOP ROAD FOR
 HU1976'1.05 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTHWEST ON A
 HU1976'GRAVELED ROAD FOR 0.7 MILE TO A T-ROAD INTERSECTION*.  TURN
 HU1976'RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.15 MILE TO A
 HU1976'GRAVELED DRIVEWAY, A STANDARD METAL WITNESS POST AT A
 HU1976'FENCE CORNER AND THE AZIMUTH MARK ON THE LEFT, WEST, SIDE OF
 HU1976'THE ROAD.  *CONTINUE WEST ON THE GRAVELED ROAD FOR 0.15 MILE TO
 HU1976'A SIDE ROAD ON THE RIGHT, NORTH, AND A SMALL CULVERT ACROSS
 HU1976'A SMALL DITCH ON THE LEFT, SOUTH, SIDE OF THE ROAD.  TURN
 HU1976'LEFT ACROSS THE CULVERT AND GO SOUTH-SOUTHEAST ACROSS THE FIELD
 HU1976'FOR 0.1 MILE TO THE NORTHEAST CORNER OF A WOODS, CONTINUE SOUTH
 HU1976'ALONG THE EAST SIDE OF TIMBER FOR ABOUT 0.05 MILE TO  THE
 HU1976'STATION.
 HU1976'
 HU1976'A TRAVERSE CONNECTION WAS TO TRIANGULATION STATION PULP, DISTANCE
 HU1976'BEING 66.799 METERS AND (219.156 FEET) NORTHEAST OF STATION PULP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1979 ***********************************************************************
 HU1979  DESIGNATION -  BOUNDARY MONUMENT 25
 HU1979  PID         -  HU1979
 HU1979  STATE/COUNTY-  DE/SUSSEX
 HU1979  COUNTRY     -  US
 HU1979  USGS QUAD   -  HICKMAN (2016)
 HU1979
 HU1979                         *CURRENT SURVEY CONTROL
 HU1979  ______________________________________________________________________
 HU1979* NAD 83(1991) POSITION- 38 49 21.18670(N) 075 43 19.99951(W)   ADJUSTED
 HU1979* NAVD 88 ORTHO HEIGHT -    16.0   (meters)       52.    (feet) VERTCON3
 HU1979  ______________________________________________________________________
 HU1979  GEOID HEIGHT    -        -35.170 (meters)                     GEOID18
 HU1979  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 HU1979  HORZ ORDER      -  SECOND
 HU1979
 HU1979.The horizontal coordinates were established by classical geodetic methods
 HU1979.and adjusted by the National Geodetic Survey in January 1992.
 HU1979
 HU1979.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1979
 HU1979.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1979.GEOID18 height accuracy estimate available here.
 HU1979
 HU1979.Click photographs - Photos may exist for this station.
 HU1979
 HU1979.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1979
 HU1979. The following values were computed from the NAD 83(1991) position.
 HU1979
 HU1979;                    North         East     Units Scale Factor Converg.
 HU1979;SPC DE       -    91,350.676   173,464.952   MT  1.00000367   -0 11 29.6
 HU1979;SPC DE       -   299,706.34    569,109.60   sFT  1.00000367   -0 11 29.6
 HU1979;SPC MD       -   129,084.541   510,956.109   MT  0.99995028   +0 48 07.1
 HU1979;SPC MD       -   423,504.86  1,676,361.83   sFT  0.99995028   +0 48 07.1
 HU1979;UTM  18      - 4,297,332.996   437,305.258   MT  0.99964840   -0 27 10.0
 HU1979
 HU1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1979!SPC DE       -   1.00000301  x   1.00000367  =   1.00000668
 HU1979!SPC MD       -   1.00000301  x   0.99995028  =   0.99995329
 HU1979!UTM  18      -   1.00000301  x   0.99964840  =   0.99965141
 HU1979
 HU1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3730597332(NAD 83)
 HU1979
 HU1979                          SUPERSEDED SURVEY CONTROL
 HU1979
 HU1979  NAD 83(1986)-  38 49 21.18002(N)    075 43 20.01508(W) AD(       ) 2
 HU1979  NAD 27      -  38 49 20.77070(N)    075 43 21.27190(W) AD(       ) 2
 HU1979  NGVD 29 (07/19/86)   16.2    (m)           53.     (f) VERT ANG       
 HU1979
 HU1979.Superseded values are not recommended for survey control.
 HU1979
 HU1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1979.See file dsdata.pdf to determine how the superseded data were derived.
 HU1979
 HU1979_MARKER: 71 = BOUNDARY MONUMENT
 HU1979
 HU1979  HISTORY     - Date     Condition        Report By
 HU1979  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1979  HISTORY     - 20071001 GOOD             GEOCAC
 HU1979
 HU1979                          STATION DESCRIPTION
 HU1979
 HU1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1979'THE STATION IS LOCATED ALONG THE EAST RIGHT-OF-WAY OF A
 HU1979'NARROW DIRT ROAD, ABOUT 7.0 MILES SOUTHEAST OF DENTON,
 HU1979'MARYLAND AND 1.0 MILE SOUTH OF THE SMALL SETTLEMENT OF HICKMAN.
 HU1979'
 HU1979'THE STATION IS THE SMALL CROSS INSCRIBED IN THE TOP AND CENTER
 HU1979'OF BOUNDARY MONUMENT NO. 25.  IT IS A 12-INCH SQUARE GRANITE
 HU1979'STONE PROJECTING ABOUT 30 INCHES ABOVE THE SURFACE OF THE GROUND,
 HU1979'PLUMB AND IN GOOD CONDITION.  IT HAS THE COAT OF ARMS ON THE
 HU1979'WEST AND EAST SIDES AND IS IN A NORTH AND SOUTH FENCELINE, 18.5
 HU1979'FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 9.5 FEET NORTH
 HU1979'OF THE CENTERLINE OF A GRAVELED DRIVEWAY AND 4.6 FEET WEST OF
 HU1979'A STANDARD METAL WITNESS POST AND MARKER.
 HU1979'
 HU1979'TO REACH THE STATION AND FOR THE RESET
 HU1979'AZIMUTH MARK FOLLOWS--TO REACH THE STATION FROM THE POST
 HU1979'OFFICE IN DENTON.  GO SOUTH ON STATE HIGHWAY 404 FOR 5.7
 HU1979'MILES TO THE JUNCTION OF STATE HIGHWAYS 404 AND 16.  TURN LEFT
 HU1979'AND GO EAST ON STATE HIGHWAY 16 FOR 2.4 MILES TO A CROSSROAD
 HU1979'AT THE SOUTH EDGE OF HICKMAN AT THE STATE LINE AND THE
 HU1979'AZIMUTH MARK ON SOUTHWEST CORNER AS DESCRIBED.  TURN RIGHT
 HU1979'AND GO SOUTH ON A GRAVEL ROAD FOR 0.7 MILE TO WHERE ROAD
 HU1979'CURVES TO WEST, CONTINUE SOUTH ON NARROW GRAVEL ROAD FOR
 HU1979'0.05 MILE TO FIRST DIRT DRIVEWAY ON LEFT.  BOUNDARY MONUMENT
 HU1979'NO. 25, A STANDARD METAL WITNESS POST AND MARKER.
 HU1979'
 HU1979'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION LEDENHAM,
 HU1979'DISTANCE BEING 1.318 METERS AND (4.324) FEET WEST OF STATION
 HU1979'LEDENHAM.
 HU1979
 HU1979                          STATION RECOVERY (2007)
 HU1979
 HU1979'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 HU1979'THE STONE IS ERECT AND STABLE, AND PROJECTS 37 INCHES.  IT IS 18.5
 HU1979'FEET EAST OF THE CENTERLINE OF THE PAVED SOUTHERN EXTENSION OF LIDEN
 HU1979'SCHOOL ROAD, ABOUT 0.65 MILES SOUTH OF THE INTERSECTION WITH MARYLAND
 HU1979'STATE HIGHWAY 16.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1987 ***********************************************************************
 HU1987  DESIGNATION -  BOUNDARY MONUMENT 29 DEL MD
 HU1987  PID         -  HU1987
 HU1987  STATE/COUNTY-  DE/KENT
 HU1987  COUNTRY     -  US
 HU1987  USGS QUAD   -  BURRSVILLE (2016)
 HU1987
 HU1987                         *CURRENT SURVEY CONTROL
 HU1987  ______________________________________________________________________
 HU1987* NAD 83(1991) POSITION- 38 52 50.10767(N) 075 43 36.54338(W)   ADJUSTED
 HU1987* NAVD 88 ORTHO HEIGHT -    20.1   (meters)       66.    (feet) VERTCON3
 HU1987  ______________________________________________________________________
 HU1987  GEOID HEIGHT    -        -35.026 (meters)                     GEOID18
 HU1987  LAPLACE CORR    -         -2.85  (seconds)                    DEFLEC18
 HU1987  HORZ ORDER      -  SECOND
 HU1987
 HU1987.The horizontal coordinates were established by classical geodetic methods
 HU1987.and adjusted by the National Geodetic Survey in January 1992.
 HU1987
 HU1987.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1987
 HU1987.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1987.GEOID18 height accuracy estimate available here.
 HU1987
 HU1987.Click photographs - Photos may exist for this station.
 HU1987
 HU1987.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1987
 HU1987. The following values were computed from the NAD 83(1991) position.
 HU1987
 HU1987;                    North         East     Units Scale Factor Converg.
 HU1987;SPC DE       -    97,794.473   173,087.744   MT  1.00000391   -0 11 40.9
 HU1987;SPC DE       -   320,847.37    567,872.04   sFT  1.00000391   -0 11 40.9
 HU1987;SPC MD       -   135,520.481   510,467.238   MT  0.99994985   +0 47 56.7
 HU1987;SPC MD       -   444,620.11  1,674,757.93   sFT  0.99994985   +0 47 56.7
 HU1987;UTM  18      - 4,303,776.158   436,957.575   MT  0.99964894   -0 27 22.5
 HU1987
 HU1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1987!SPC DE       -   1.00000235  x   1.00000391  =   1.00000626
 HU1987!SPC MD       -   1.00000235  x   0.99994985  =   0.99995220
 HU1987!UTM  18      -   1.00000235  x   0.99964894  =   0.99965129
 HU1987
 HU1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3695703776(NAD 83)
 HU1987
 HU1987                          SUPERSEDED SURVEY CONTROL
 HU1987
 HU1987  NAD 83(1986)-  38 52 50.10046(N)    075 43 36.55809(W) AD(       ) 2
 HU1987  NAD 27      -  38 52 49.69360(N)    075 43 37.81620(W) AD(       ) 2
 HU1987  NGVD 29 (07/19/86)   20.3    (m)           67.     (f) VERT ANG       
 HU1987
 HU1987.Superseded values are not recommended for survey control.
 HU1987
 HU1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1987.See file dsdata.pdf to determine how the superseded data were derived.
 HU1987
 HU1987_MARKER: 71 = BOUNDARY MONUMENT
 HU1987
 HU1987  HISTORY     - Date     Condition        Report By
 HU1987  HISTORY     - 1961     FIRST OBSERVED   CGS
 HU1987
 HU1987                          STATION DESCRIPTION
 HU1987
 HU1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 HU1987'THE STATION IS THE SMALL CROSS INSCRIBED IN THE TOP AND CENTER
 HU1987'OF BOUNDARY MONUMENT NO. 29.  LOCATED IN A NORTH AND SOUTH
 HU1987'FENCELINE BETWEEN TWO CULTIVATED FIELD, ABOUT 5.5 MILES EAST OF
 HU1987'DENTON, MARYLAND AND ABOUT 1.0 MILE SOUTH OF THE SMALL SETTLEMENT
 HU1987'OF BURRSVILLE, MARYLAND.  IT IS A 12-INCH SQUARE GRANITE STONE
 HU1987'PROJECTING ABOUT 25 INCHES ABOVE THE SURFACE OF THE GROUND,
 HU1987'LEANS SLIGHTLY TO THE SOUTH, IN GENERAL IN GOOD CONDITION.  THE
 HU1987'MONUMENT HAS THE LETTER M CUT IN ON ITS WEST SIDE AND THE LETTER
 HU1987'P ON ITS EAST SIDE AND A SMALL CROSS WAS INSCRIBED AT ITS TOP
 HU1987'AND CENTER FOR TRAVERSE PURPOSE ON THIS DATE.  IT IS 94.5 FEET
 HU1987'SOUTHEAST OF A STANDARD METAL WITNESS POST AND MARKER AND
 HU1987'6.0 FEET NORTH OF A 9-INCH ELM TREE.
 HU1987'
 HU1987'TO REACH THE STATION FROM THE CROSSROADS, STATE HIGHWAY 317 AND
 HU1987'THE OLD HIGHWAY, IN BURRSVILLE, MARYLAND.  GO SOUTHEAST ON THE
 HU1987'OLD HIGHWAY FOR 0.15 MILE TO A SIDE ROAD ON THE RIGHT.  TURN
 HU1987'RIGHT AND GO SOUTH-SOUTHEAST ON A GRAVELED ROAD FOR 0.65 MILE TO
 HU1987'A FORK.  TAKE THE RIGHT FORK AND GO SOUTH ON A GRAVELED ROAD FOR
 HU1987'0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT HAND SIDE OF THE
 HU1987'ROAD.  CONTINUE SOUTHEAST ON THE GRAVELED ROAD FOR 0.35 MILE TO
 HU1987'A FORK.  TAKE THE LEFT HAND FORK AND GO EAST-NORTHEAST ON A
 HU1987'GRAVELED ROAD FOR 0.15 MILE TO A FARM LANE ENTRANCE ON THE
 HU1987'LEFT, NORTH, SIDE OF THE GRAVELED ROAD.  TURN LEFT AND GO NORTH
 HU1987'ON A FARM LANE FOR 0.1 MILE TO THE NORTH END OF A BARN.
 HU1987'CONTINUE NORTH ACROSS A CULTIVATED FIELD FOR 0.15 MILE TO A
 HU1987'FENCELINE AND A LONE CEDAR TREE.  TURN RIGHT AND GO NORTHWEST
 HU1987'ALONG FENCELINE TO THE END OF FENCE, A DISTANCE OF 0.05 MILE.
 HU1987'TURN LEFT AND GO NORTH FOR 0.05 MILE TO A STANDARD METAL
 HU1987'WITNESS POST AND MARKER AND THE STATION.
 HU1987'
 HU1987'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARVEST,
 HU1987'DISTANCE BEING 28.567 METERS AND (93.724) FEET SOUTHEAST OF
 HU1987'STATION HARVEST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1985 ***********************************************************************
 HU1985  DESIGNATION -  BOUNDARY MONUMENT 37
 HU1985  PID         -  HU1985
 HU1985  STATE/COUNTY-  DE/KENT
 HU1985  COUNTRY     -  US
 HU1985  USGS QUAD   -  BURRSVILLE (2016)
 HU1985
 HU1985                         *CURRENT SURVEY CONTROL
 HU1985  ______________________________________________________________________
 HU1985* NAD 83(1991) POSITION- 38 59 43.62298(N) 075 44 09.41249(W)   NO CHECK
 HU1985* NAVD 88 ORTHO HEIGHT -    16.7   (meters)       55.    (feet) VERTCON3
 HU1985  ______________________________________________________________________
 HU1985  GEOID HEIGHT    -        -34.664 (meters)                     GEOID18
 HU1985  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 HU1985  HORZ ORDER      -  THIRD
 HU1985
 HU1985.The horizontal coordinates were established by classical geodetic methods
 HU1985.and adjusted by the National Geodetic Survey in January 1992.
 HU1985
 HU1985.No horizontal observational check was made to the station.
 HU1985
 HU1985.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1985
 HU1985.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1985.GEOID18 height accuracy estimate available here.
 HU1985
 HU1985.Click photographs - Photos may exist for this station.
 HU1985
 HU1985.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1985
 HU1985. The following values were computed from the NAD 83(1991) position.
 HU1985
 HU1985;                    North         East     Units Scale Factor Converg.
 HU1985;SPC DE       -   110,548.880   172,340.151   MT  1.00000442   -0 12 03.3
 HU1985;SPC DE       -   362,692.45    565,419.31   sFT  1.00000442   -0 12 03.3
 HU1985;SPC MD       -   148,259.317   509,498.545   MT  0.99995202   +0 47 36.1
 HU1985;SPC MD       -   486,414.11  1,671,579.81   sFT  0.99995202   +0 47 36.1
 HU1985;UTM  18      - 4,316,529.324   436,268.530   MT  0.99965001   -0 27 47.2
 HU1985
 HU1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1985!SPC DE       -   1.00000282  x   1.00000442  =   1.00000724
 HU1985!SPC MD       -   1.00000282  x   0.99995202  =   0.99995484
 HU1985!UTM  18      -   1.00000282  x   0.99965001  =   0.99965283
 HU1985
 HU1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3626816529(NAD 83)
 HU1985
 HU1985                          SUPERSEDED SURVEY CONTROL
 HU1985
 HU1985  NAD 83(1986)-  38 59 43.61478(N)    075 44 09.42526(W) AD(       ) 3
 HU1985  NAD 27      -  38 59 43.20374(N)    075 44 10.67440(W) AD(       ) 3
 HU1985  NGVD 29 (07/19/86)   16.9    (m)           55.     (f) VERT ANG       
 HU1985
 HU1985.Superseded values are not recommended for survey control.
 HU1985
 HU1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1985.See file dsdata.pdf to determine how the superseded data were derived.
 HU1985
 HU1985_MARKER: 71 = BOUNDARY MONUMENT
 HU1985
 HU1985  HISTORY     - Date     Condition        Report By
 HU1985  HISTORY     - 1976     FIRST OBSERVED   NGS
 HU1985  HISTORY     - 20120321 GOOD             DELCOS
 HU1985
 HU1985                          STATION DESCRIPTION
 HU1985
 HU1985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1985'THE OLD BOUNDARY MONUMENT WAS FOUND IN THE PRONE POSITION ABOUT
 HU1985'100 YARDS NORTH OF THE COMPUTED POSITION.  THE COMPUTED POSITION
 HU1985'OF THIS MONUMENT WAS FOUND TO BE IN A CULTIVATED FIELD.  A NEW
 HU1985'POINT WAS SELECTED TO THE SOUTH AND OUT OF ANY DANGER OF FARM
 HU1985'OPERATIONS.  THE OLD MONUMENT WAS THEN RESET IN THE NEW LOCATION.
 HU1985'
 HU1985'THE STATION IS LOCATED 2-1/2 MILES NORTH OF WHITLEYSBURG, 3-3/4
 HU1985'MILES SOUTHEAST OF GOLDSBORO, AND 4 MILES NORTHEAST OF
 HU1985'GREENSBORO.  THE STATION IS ON ROAD RIGHT-OF-WAY.
 HU1985'
 HU1985'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 313, 314, AND
 HU1985'404 IN THE EAST EDGE OF GREENSBORO, GO EAST ON STATE HIGHWAY 314
 HU1985'FOR 100 FEET TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHWEST
 HU1985'ON A PAVED ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT.  CONTINUE
 HU1985'STRAIGHT AHEAD AND GO EAST ON ROAD 110 FOR 3.15 MILES TO A
 HU1985'CROSSROADS AND THE STATION ON THE LEFT.
 HU1985'
 HU1985'THE SURFACE MARK IS A 12-INCH SQUARE LIMESTONE MONUMENT WITH
 HU1985'A P ON THE EAST SIDE AND AN M ON THE WEST SIDE WHICH IS CARVED IN
 HU1985'THE STONE.  IT HAS A 1-INCH CARVED CROSS IN THE APEX OF THE STONE
 HU1985'WHICH MARKS THE POINT INTERSECTED.  IT PROJECTS 24 INCHES ABOVE
 HU1985'THE SURFACE.  THE SUB-SURFACE MARKER IS A MARYLAND-DELAWARE
 HU1985'BOUNDARY DISK STAMPED N-S NO. 37 1976, SET IN AN 8-INCH MASS OF
 HU1985'CONCRETE WHICH IS 42 INCHES BELOW THE SURFACE.  THEY ARE 225
 HU1985'FEET WEST OF THE CENTER OF HOLLY SPRINGS ROAD, 201 FEET WEST
 HU1985'OF THE POWERLINE POLE, AND 3 FEET EAST OF A WITNESS POST.
 HU1985'
 HU1985'FOR ADDITIONAL INFORMATION, SEE DESCRIPTION FOR STATION SCHULTIE
 HU1985'1962.
 HU1985
 HU1985                          STATION RECOVERY (2012)
 HU1985
 HU1985'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU1985'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1989 ***********************************************************************
 HU1989  DESIGNATION -  BOUNDARY MONUMENT 33 DEL MD
 HU1989  PID         -  HU1989
 HU1989  STATE/COUNTY-  DE/KENT
 HU1989  COUNTRY     -  US
 HU1989  USGS QUAD   -  BURRSVILLE (2016)
 HU1989
 HU1989                         *CURRENT SURVEY CONTROL
 HU1989  ______________________________________________________________________
 HU1989* NAD 83(1991) POSITION- 38 56 19.16881(N) 075 43 53.14500(W)   ADJUSTED
 HU1989* NAVD 88 ORTHO HEIGHT -    18.1   (meters)       59.    (feet) VERTCON3
 HU1989  ______________________________________________________________________
 HU1989  GEOID HEIGHT    -        -34.860 (meters)                     GEOID18
 HU1989  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 HU1989  HORZ ORDER      -  SECOND
 HU1989
 HU1989.The horizontal coordinates were established by classical geodetic methods
 HU1989.and adjusted by the National Geodetic Survey in January 1992.
 HU1989
 HU1989.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1989
 HU1989.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1989.GEOID18 height accuracy estimate available here.
 HU1989
 HU1989.Click photographs - Photos may exist for this station.
 HU1989
 HU1989.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1989
 HU1989. The following values were computed from the NAD 83(1991) position.
 HU1989
 HU1989;                    North         East     Units Scale Factor Converg.
 HU1989;SPC DE       -   104,242.682   172,709.836   MT  1.00000417   -0 11 52.2
 HU1989;SPC DE       -   342,002.87    566,632.19   sFT  1.00000417   -0 11 52.2
 HU1989;SPC MD       -   141,960.817   509,977.563   MT  0.99995045   +0 47 46.3
 HU1989;SPC MD       -   465,749.78  1,673,151.39   sFT  0.99995045   +0 47 46.3
 HU1989;UTM  18      - 4,310,223.737   436,609.249   MT  0.99964948   -0 27 35.0
 HU1989
 HU1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1989!SPC DE       -   1.00000264  x   1.00000417  =   1.00000681
 HU1989!SPC MD       -   1.00000264  x   0.99995045  =   0.99995309
 HU1989!UTM  18      -   1.00000264  x   0.99964948  =   0.99965212
 HU1989
 HU1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3660910223(NAD 83)
 HU1989
 HU1989                          SUPERSEDED SURVEY CONTROL
 HU1989
 HU1989  NAD 83(1986)-  38 56 19.16138(N)    075 43 53.15880(W) AD(       ) 2
 HU1989  NAD 27      -  38 56 18.75440(N)    075 43 54.41270(W) AD(       ) 2
 HU1989  NGVD 29 (07/19/86)   18.3    (m)           60.     (f) VERT ANG       
 HU1989
 HU1989.Superseded values are not recommended for survey control.
 HU1989
 HU1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1989.See file dsdata.pdf to determine how the superseded data were derived.
 HU1989
 HU1989_MARKER: 71 = BOUNDARY MONUMENT
 HU1989
 HU1989  HISTORY     - Date     Condition        Report By
 HU1989  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1989  HISTORY     - 20210311 GOOD             USPSQD
 HU1989
 HU1989                          STATION DESCRIPTION
 HU1989
 HU1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1989'STATION IS LOCATED IN A CULTIVATED FIELD, ON THE PROPERTY OWNED
 HU1989'BY MR. STEWARD, ABOUT 1.0 MILE SOUTH OF WHITELEYSBURG, ABOUT 4.0
 HU1989'MILES SOUTHEAST OF GREENSBORO MARYLAND.  IT IS A 12 INCH SQUARE
 HU1989'MONUMENT, PROJECTING ABOUT 30 INCHES FROM GROUND SURFACE, IT IS
 HU1989'SLIGHTLY OUT OF PLUMB.  IT IS 130 FEET SOUTH OF THE EAST-WEST
 HU1989'TREE LINE.  ABOUT 500 FEET WEST OF NORTH-SOUTH TREE LINE.
 HU1989'
 HU1989'TO REACH THE STATION FROM GREENSBORO MARYLAND, GO EAST FOR 0.4
 HU1989'MILE TO THREE FORKS AT THE JUNCTIONS OF STATE HIGHWAYS 313 AND
 HU1989'314, KEEP THE MIDDLE FORK STATE HIGHWAY 314 AND GO SOUTHEASTERLY
 HU1989'FOR 3.8 MILES TO A Y-FORK IN THE ROAD AT THE WEST EDGE OF THE
 HU1989'SMALL SETTLEMENT OF WHITELEYSBURG, TAKE RIGHT FORK AND GO 0.1
 HU1989'MILE TO A SIDE ROAD RIGHT GO RIGHT, SOUTHWESTERLY FOR 1.0 MILE
 HU1989'TO A SIDE ROAD LEFT, TURN LEFT FOLLOW THE ROAD 0.9 MILE TO END
 HU1989'OF THE ROAD AT THE RESIDENCE OF MR. STEWARD, HERE GO TO THE LEFT
 HU1989'ABOUT 50 YARDS TO END OF A FIELD, TURN LEFT, GO NORTHEAST
 HU1989'ALONG END OF FIELD FOR ABOUT 0.3 MILE TO A VERY LARGE OAK TREE
 HU1989'ON THE LEFT AND STATION.
 HU1989'
 HU1989'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION STEWARD,
 HU1989'DISTANCE BEING 91.558 METERS AND (386.538) FEET SOUTHEAST OF
 HU1989'STATION STEWARD.
 HU1989
 HU1989                          STATION RECOVERY (2021)
 HU1989
 HU1989'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 HU1989'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1991 ***********************************************************************
 HU1991  DESIGNATION -  BOUNDARY MONUMENT 35 DEL MD
 HU1991  PID         -  HU1991
 HU1991  STATE/COUNTY-  DE/KENT
 HU1991  COUNTRY     -  US
 HU1991  USGS QUAD   -  BURRSVILLE (2016)
 HU1991
 HU1991                         *CURRENT SURVEY CONTROL
 HU1991  ______________________________________________________________________
 HU1991* NAD 83(1991) POSITION- 38 58 03.57140(N) 075 44 01.46370(W)   ADJUSTED
 HU1991* NAVD 88 ORTHO HEIGHT -    17.7   (meters)       58.    (feet) VERTCON3
 HU1991  ______________________________________________________________________
 HU1991  GEOID HEIGHT    -        -34.765 (meters)                     GEOID18
 HU1991  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC18
 HU1991  HORZ ORDER      -  SECOND
 HU1991
 HU1991.The horizontal coordinates were established by classical geodetic methods
 HU1991.and adjusted by the National Geodetic Survey in January 1992.
 HU1991
 HU1991.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1991
 HU1991.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1991.GEOID18 height accuracy estimate available here.
 HU1991
 HU1991.Click photographs - Photos may exist for this station.
 HU1991
 HU1991.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1991
 HU1991. The following values were computed from the NAD 83(1991) position.
 HU1991
 HU1991;                    North         East     Units Scale Factor Converg.
 HU1991;SPC DE       -   107,462.873   172,520.693   MT  1.00000429   -0 11 57.9
 HU1991;SPC DE       -   352,567.78    566,011.64   sFT  1.00000429   -0 11 57.9
 HU1991;SPC MD       -   145,177.070   509,732.594   MT  0.99995113   +0 47 41.1
 HU1991;SPC MD       -   476,301.77  1,672,347.69   sFT  0.99995113   +0 47 41.1
 HU1991;UTM  18      - 4,313,443.618   436,434.893   MT  0.99964975   -0 27 41.2
 HU1991
 HU1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1991!SPC DE       -   1.00000268  x   1.00000429  =   1.00000697
 HU1991!SPC MD       -   1.00000268  x   0.99995113  =   0.99995381
 HU1991!UTM  18      -   1.00000268  x   0.99964975  =   0.99965243
 HU1991
 HU1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3643413443(NAD 83)
 HU1991
 HU1991                          SUPERSEDED SURVEY CONTROL
 HU1991
 HU1991  NAD 83(1986)-  38 58 03.56355(N)    075 44 01.47700(W) AD(       ) 2
 HU1991  NAD 27      -  38 58 03.15480(N)    075 44 02.72890(W) AD(       ) 2
 HU1991  NGVD 29 (07/19/86)   17.9    (m)           59.     (f) VERT ANG       
 HU1991
 HU1991.Superseded values are not recommended for survey control.
 HU1991
 HU1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1991.See file dsdata.pdf to determine how the superseded data were derived.
 HU1991
 HU1991_MARKER: 71 = BOUNDARY MONUMENT
 HU1991
 HU1991  HISTORY     - Date     Condition        Report By
 HU1991  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1991
 HU1991                          STATION DESCRIPTION
 HU1991
 HU1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1991'STATION IS LOCATED ABOUT 1.0 MILE NORTH OF WHITELEYSBURG, ABOUT
 HU1991'4.0 MILES EAST OF GREENSBORO MARYLAND, IN DENSE WOODS LAND AND
 HU1991'ON THE PROPERTY LINE BETWEEN PROPERTY OWNED BY MR. EARNEST
 HU1991'LONGFELLOW AND MR. HUGHES.
 HU1991'
 HU1991'TO REACH THE STATION FROM GREENSBORO MARYLAND, GO EAST FOR 0.4
 HU1991'MILE TO 3 FORKS AT THE JUNCTION OF STATE HIGHWAYS 313 AND 314,
 HU1991'KEEP THE MIDDLE ROAD HIGHWAY 314 AND GO SOUTHEASTERLY FOR 3.8
 HU1991'MILES TO A Y-FORK IN THE WEST EDGE OF WHITELEYSBURG, KEEP THE
 HU1991'LEFT FORK WHICH BECOMES STATE HIGHWAY 12 AND CONTINUE EASTERLY
 HU1991'FOR 0.95 MILE TO A SIDE ROAD LEFT, TURN LEFT, GO NORTHERLY FOR
 HU1991'0.85 MILE ON THE MACADAM ROAD TO A SIDE ROAD LEFT, TURN LEFT,
 HU1991'GO NORTHWESTERLY ON THE MACADAM ROAD FOR 0.5 MILE TO A GATE AND
 HU1991'A FARM ROAD ON THE LEFT, TURN LEFT, GO SOUTH FOR 0.2 MILE TO
 HU1991'THE RESIDENCE OF MR. KELLOR EDWARDS.  CONTINUE SOUTH ALONG
 HU1991'THE WEST EDGE OF FIELD FOR 0.1 MILE TO WOODS, TURN LEFT ALONG
 HU1991'THE NORTH EDGE OF WOODS FOR 0.05 MILE TO A WOODS ROAD RIGHT,
 HU1991'TURN RIGHT, ON WOODS ROAD FOR 0.2 MILE AND STATION ON THE
 HU1991'RIGHT.
 HU1991'
 HU1991'BOUNDARY MONUMENT NO. 35, A 12 INCH SQUARE MONUMENT WITH A
 HU1991'COAT OF ARMS ON THE EAST AND WEST SIDE, AND PROJECTS 30 INCHES
 HU1991'FROM GROUND SURFACE.  IT IS 6.0 FEET SOUTHEAST OF THE CENTER OF
 HU1991'WOODS ROAD.  66.0 FEET EAST OF A 10 INCH HICKORY TREE WITH A
 HU1991'TRIANGLE BLAZE.
 HU1991'
 HU1991'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HU1991'LONGFELLOW, DISTANCE BEING 26.095 METERS AND (85.61)FEET
 HU1991'SOUTHEAST OF STATION LONGFELLOW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1993 ***********************************************************************
 HU1993  DESIGNATION -  BOUNDARY MONUMENT 36 DEL MD
 HU1993  PID         -  HU1993
 HU1993  STATE/COUNTY-  DE/KENT
 HU1993  COUNTRY     -  US
 HU1993  USGS QUAD   -  BURRSVILLE (2016)
 HU1993
 HU1993                         *CURRENT SURVEY CONTROL
 HU1993  ______________________________________________________________________
 HU1993* NAD 83(1991) POSITION- 38 58 56.17076(N) 075 44 05.63276(W)   ADJUSTED
 HU1993* NAVD 88 ORTHO HEIGHT -    14.5   (meters)       48.    (feet) VERTCON3
 HU1993  ______________________________________________________________________
 HU1993  GEOID HEIGHT    -        -34.713 (meters)                     GEOID18
 HU1993  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 HU1993  HORZ ORDER      -  SECOND
 HU1993
 HU1993.The horizontal coordinates were established by classical geodetic methods
 HU1993.and adjusted by the National Geodetic Survey in January 1992.
 HU1993
 HU1993.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1993
 HU1993.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1993.GEOID18 height accuracy estimate available here.
 HU1993
 HU1993.Click photographs - Photos may exist for this station.
 HU1993
 HU1993.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1993
 HU1993. The following values were computed from the NAD 83(1991) position.
 HU1993
 HU1993;                    North         East     Units Scale Factor Converg.
 HU1993;SPC DE       -   109,085.253   172,425.994   MT  1.00000436   -0 12 00.7
 HU1993;SPC DE       -   357,890.53    565,700.95   sFT  1.00000436   -0 12 00.7
 HU1993;SPC MD       -   146,797.477   509,609.766   MT  0.99995157   +0 47 38.5
 HU1993;SPC MD       -   481,618.06  1,671,944.71   sFT  0.99995157   +0 47 38.5
 HU1993;UTM  18      - 4,315,065.838   436,347.648   MT  0.99964989   -0 27 44.4
 HU1993
 HU1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1993!SPC DE       -   1.00000318  x   1.00000436  =   1.00000754
 HU1993!SPC MD       -   1.00000318  x   0.99995157  =   0.99995475
 HU1993!UTM  18      -   1.00000318  x   0.99964989  =   0.99965307
 HU1993
 HU1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3634715065(NAD 83)
 HU1993
 HU1993                          SUPERSEDED SURVEY CONTROL
 HU1993
 HU1993  NAD 83(1986)-  38 58 56.16270(N)    075 44 05.64579(W) AD(       ) 2
 HU1993  NAD 27      -  38 58 55.75330(N)    075 44 06.89630(W) AD(       ) 2
 HU1993  NGVD 29 (07/19/86)   14.7    (m)           48.     (f) VERT ANG       
 HU1993
 HU1993.Superseded values are not recommended for survey control.
 HU1993
 HU1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1993.See file dsdata.pdf to determine how the superseded data were derived.
 HU1993
 HU1993_MARKER: 71 = BOUNDARY MONUMENT
 HU1993
 HU1993  HISTORY     - Date     Condition        Report By
 HU1993  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1993  HISTORY     - 20210311 GOOD             USPSQD
 HU1993
 HU1993                          STATION DESCRIPTION
 HU1993
 HU1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1993'STATION IS LOCATED ABOUT 2.0 MILES NORTH OF THE SMALL SETTLEMENT
 HU1993'OF WHITELEYSBURG, AND ABOUT 4.0 MILES EAST-SOUTHEAST OF
 HU1993'GREENSBORO MARYLAND.  ON THE PROPERTY OWNED BY MR. HIRAM SHORT.
 HU1993'
 HU1993'TO REACH THE STATION FROM GREENSBORO MARYLAND, GO EAST FOR 0.4
 HU1993'MILE TO THREE FORKS AT THE JUNCTIONS OF STATE HIGHWAYS 313 AND
 HU1993'314, KEEP THE EXTREME LEFT FORK AS PER SIGN BOYCE MILL AND GO
 HU1993'NORTHEASTERLY FOR 4.0 MILES TO A CROSSROAD, TURN RIGHT, GO
 HU1993'SOUTHEASTERLY FOR 0.65 MILE TO A FARM ROAD ON THE RIGHT, TURN
 HU1993'RIGHT FOR 0.15 MILE TO THE RESIDENCE OF MR. SHORT.  JOG RIGHT
 HU1993'AROUND BUILDING AND GO SOUTHWEST ALONG THE PASTURE FENCE FOR
 HU1993'0.35 MILE TO THE STATION IN THE CORNER OF PASTURE.
 HU1993'
 HU1993'BOUNDARY MONUMENT NO. 36, A 12 X 12 INCH SQUARE MONUMENT,
 HU1993'PROJECTING 30 INCHES FROM GROUND SURFACE.  IT IS 25.0 FEET NORTH
 HU1993'OF CENTER OF FIELD ROAD.  30.0 FEET NORTH OF A NORTH-SOUTH FENCE
 HU1993'LINE.
 HU1993'
 HU1993'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION SHORT, DISTANCE
 HU1993'BEING 84.098 METERS AND (275.912) FEET NORTH-NORTHEAST OF STATION
 HU1993'SHORT.
 HU1993
 HU1993                          STATION RECOVERY (2021)
 HU1993
 HU1993'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 HU1993'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1997 ***********************************************************************
 HU1997  DESIGNATION -  BOUNDARY MONUMENT 31 DEL MD
 HU1997  PID         -  HU1997
 HU1997  STATE/COUNTY-  DE/KENT
 HU1997  COUNTRY     -  US
 HU1997  USGS QUAD   -  BURRSVILLE (2016)
 HU1997
 HU1997                         *CURRENT SURVEY CONTROL
 HU1997  ______________________________________________________________________
 HU1997* NAD 83(1991) POSITION- 38 54 34.69450(N) 075 43 44.82964(W)   ADJUSTED
 HU1997* NAVD 88 ORTHO HEIGHT -    18.6   (meters)       61.    (feet) VERTCON3
 HU1997  ______________________________________________________________________
 HU1997  GEOID HEIGHT    -        -34.947 (meters)                     GEOID18
 HU1997  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 HU1997  HORZ ORDER      -  SECOND
 HU1997
 HU1997.The horizontal coordinates were established by classical geodetic methods
 HU1997.and adjusted by the National Geodetic Survey in January 1992.
 HU1997
 HU1997.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1997
 HU1997.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1997.GEOID18 height accuracy estimate available here.
 HU1997
 HU1997.Click photographs - Photos may exist for this station.
 HU1997
 HU1997.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1997
 HU1997. The following values were computed from the NAD 83(1991) position.
 HU1997
 HU1997;                    North         East     Units Scale Factor Converg.
 HU1997;SPC DE       -   101,020.300   172,899.061   MT  1.00000404   -0 11 46.5
 HU1997;SPC DE       -   331,430.77    567,253.00   sFT  1.00000404   -0 11 46.5
 HU1997;SPC MD       -   138,742.376   510,222.646   MT  0.99995002   +0 47 51.5
 HU1997;SPC MD       -   455,190.61  1,673,955.46   sFT  0.99995002   +0 47 51.5
 HU1997;UTM  18      - 4,307,001.668   436,783.687   MT  0.99964921   -0 27 28.7
 HU1997
 HU1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1997!SPC DE       -   1.00000257  x   1.00000404  =   1.00000661
 HU1997!SPC MD       -   1.00000257  x   0.99995002  =   0.99995259
 HU1997!UTM  18      -   1.00000257  x   0.99964921  =   0.99965178
 HU1997
 HU1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3678307001(NAD 83)
 HU1997
 HU1997                          SUPERSEDED SURVEY CONTROL
 HU1997
 HU1997  NAD 83(1986)-  38 54 34.68718(N)    075 43 44.84391(W) AD(       ) 2
 HU1997  NAD 27      -  38 54 34.27860(N)    075 43 46.09940(W) AD(       ) 2
 HU1997  NGVD 29 (07/19/86)   18.8    (m)           62.     (f) VERT ANG       
 HU1997
 HU1997.Superseded values are not recommended for survey control.
 HU1997
 HU1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1997.See file dsdata.pdf to determine how the superseded data were derived.
 HU1997
 HU1997_MARKER: 71 = BOUNDARY MONUMENT
 HU1997
 HU1997  HISTORY     - Date     Condition        Report By
 HU1997  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1997
 HU1997                          STATION DESCRIPTION
 HU1997
 HU1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1997'STATION IS LOCATED ABOUT 1.0 MILE NORTH OF BURRSVILLE, LOCATED
 HU1997'ON THE MARYLAND-DELAWARE STATE LINE, ABOUT 5.5 MILES EAST-NORTHEAST
 HU1997'OF DENTON MARYLAND.  ON THE PROPERTY OWNED BY MR. SMITH AND FARMED
 HU1997'BY MR. LARIMORE.
 HU1997'
 HU1997'TO REACH THE STATION FROM THE GENERAL STORE IN BURRSVILLE, GO
 HU1997'NORTH FOR 0.05 MILE TO A FORK, KEEP THE RIGHT FORK AND CONTINUE
 HU1997'NORTHERLY FOR 0.25 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, GO
 HU1997'NORTHEASTERLY ON THE MACADAM ROAD FOR 0.7 MILE TO A SIDE ROAD
 HU1997'RIGHT, CONTINUE NORTH FOR 0.15 MILE TO A FIELD ROAD ON THE LEFT,
 HU1997'TURN LEFT, WEST ON THE FIELD ROAD FOR 0.2 MILE TO A FENCE CORNER
 HU1997'AT THE END OF A FIELD, HERE TURN RIGHT AND GO NORTH FOR 0.1
 HU1997'MILE TO CORNER BETWEEN TWO FIELDS, TURN LEFT, GO WEST ACROSS
 HU1997'THE FIELD FOR 0.2 MILE TO THE END OF THE FIELD AND A NORTH-SOUTH
 HU1997'FENCE LINE, GO SOUTH FOR 0.1 MILE TO THE SOUTHEAST CORNER OF THE
 HU1997'LARGE AREA OF WOODS AND STATION.
 HU1997'
 HU1997'BOUNDARY MONUMENT NO. 31, A 12 INCH SQUARE MONUMENT, WITH THE
 HU1997'LETTER D ON THE EAST SIDE AND THE LETTER P ON THE WEST SIDE,
 HU1997'PROJECTING ABOUT 30 INCHES FROM THE GROUND SURFACE.  IT IS 30.5
 HU1997'FEET NORTH OF A 34 INCH OAK TREE WITH TRIANGLE BLAZE.  23.5 FEET
 HU1997'SOUTH OF A 10 INCH PINE TREE.
 HU1997'
 HU1997'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KORNER,
 HU1997'DISTANCE BEING 8.381 METERS AND (27.49) FEET NORTHWEST OF STATION
 HU1997'KORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1998 ***********************************************************************
 HU1998  DESIGNATION -  BOUNDARY MONUMENT 32 DEL MD
 HU1998  PID         -  HU1998
 HU1998  STATE/COUNTY-  DE/KENT
 HU1998  COUNTRY     -  US
 HU1998  USGS QUAD   -  BURRSVILLE (2016)
 HU1998
 HU1998                         *CURRENT SURVEY CONTROL
 HU1998  ______________________________________________________________________
 HU1998* NAD 83(1991) POSITION- 38 55 27.00896(N) 075 43 48.99036(W)   ADJUSTED
 HU1998* NAVD 88 ORTHO HEIGHT -    17.8   (meters)       58.    (feet) VERTCON3
 HU1998  ______________________________________________________________________
 HU1998  GEOID HEIGHT    -        -34.904 (meters)                     GEOID18
 HU1998  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 HU1998  HORZ ORDER      -  SECOND
 HU1998
 HU1998.The horizontal coordinates were established by classical geodetic methods
 HU1998.and adjusted by the National Geodetic Survey in January 1992.
 HU1998
 HU1998.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1998
 HU1998.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1998.GEOID18 height accuracy estimate available here.
 HU1998
 HU1998.Click photographs - Photos may exist for this station.
 HU1998
 HU1998.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1998
 HU1998. The following values were computed from the NAD 83(1991) position.
 HU1998
 HU1998;                    North         East     Units Scale Factor Converg.
 HU1998;SPC DE       -   102,633.872   172,804.362   MT  1.00000410   -0 11 49.3
 HU1998;SPC DE       -   336,724.63    566,942.31   sFT  1.00000410   -0 11 49.3
 HU1998;SPC MD       -   140,353.976   510,099.978   MT  0.99995020   +0 47 48.9
 HU1998;SPC MD       -   460,478.00  1,673,553.01   sFT  0.99995020   +0 47 48.9
 HU1998;UTM  18      - 4,308,615.083   436,696.391   MT  0.99964934   -0 27 31.8
 HU1998
 HU1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1998!SPC DE       -   1.00000269  x   1.00000410  =   1.00000679
 HU1998!SPC MD       -   1.00000269  x   0.99995020  =   0.99995289
 HU1998!UTM  18      -   1.00000269  x   0.99964934  =   0.99965203
 HU1998
 HU1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3669608615(NAD 83)
 HU1998
 HU1998                          SUPERSEDED SURVEY CONTROL
 HU1998
 HU1998  NAD 83(1986)-  38 55 27.00166(N)    075 43 49.00443(W) AD(       ) 2
 HU1998  NAD 27      -  38 55 26.59490(N)    075 43 50.25940(W) AD(       ) 2
 HU1998  NGVD 29 (07/19/86)   18.0    (m)           59.     (f) VERT ANG       
 HU1998
 HU1998.Superseded values are not recommended for survey control.
 HU1998
 HU1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1998.See file dsdata.pdf to determine how the superseded data were derived.
 HU1998
 HU1998_MARKER: 71 = BOUNDARY MONUMENT
 HU1998
 HU1998  HISTORY     - Date     Condition        Report By
 HU1998  HISTORY     - 1961     FIRST OBSERVED   CGS
 HU1998
 HU1998                          STATION DESCRIPTION
 HU1998
 HU1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 HU1998'THE STATION IS LOCATED ABOUT 6.0 MILES EAST-NORTHEAST OF DENTON,
 HU1998'MARYLAND, 1.8 MILES NORTH OF THE SMALL SETTLEMENT OF BURRSVILLE,
 HU1998'IN A CULTIVATED FIELD AND ON PROPERTY OWNED BY MR. EDGAR
 HU1998'PIERSON.  IT IS A 12-INCH SQUARE LIMESTONE MONUMENT PROJECTING
 HU1998'ABOUT 24 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MONUMENT
 HU1998'WAS LEANING TO THE SOUTH AT ABOUT A 45 DEGREE ANGLE AND WAS
 HU1998'PLUMBED ON THIS DATE.  A SMALL CROSS WAS INSCRIBED IN ITS TOP
 HU1998'AND CENTER FOR TRAVERSE AND INTERSECTION PURPOSE ON THIS
 HU1998'DATE.  THE MONUMENT IS IN GOOD CONDITION WITH THE LETTER M
 HU1998'CUT IN ITS WEST SIDE AND THE LETTER P ON ITS EAST SIDE.
 HU1998'
 HU1998'TO REACH THE STATION FROM THE GENERAL STORE IN BURRSVILLE.  GO
 HU1998'NORTH FROM THE GENERAL STORE FOR 0.05 MILE TO A FORK.  TAKE THE
 HU1998'RIGHT FORK AND GO NORTH-NORTHEAST ON A PAVED ROAD FOR 0.25 MILE
 HU1998'TO A SIDE ROAD ON THE RIGHT, EAST.  TURN RIGHT AND GO NORTHEAST
 HU1998'ON A BLACKTOP ROAD FOR 0.7 MILE TO A SIDE ROAD ON THE RIGHT HAND
 HU1998'SIDE OF THE ROAD.  CONTINUE NORTH ON THE BLACKTOP ROAD FOR 0.5
 HU1998'MILE TO A FIELD ROAD ON THE LEFT, WEST SIDE OF THE BLACKTOP
 HU1998'ROAD.  TURN LEFT AND GO WEST ON THE FIELD ROAD FOR 0.1 MILE TO
 HU1998'THE AZIMUTH MARK.  CONTINUE NORTH ON THE BLACKTOP ROAD FOR
 HU1998'0.3 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVELED
 HU1998'ROAD FOR 0.4 MILE TO A FARM DRIVEWAY ON THE RIGHT, NORTH,
 HU1998'SIDE OF THE GRAVELED ROAD.  TURN RIGHT AND GO NORTH ON THE
 HU1998'DRIVEWAY FOR 0.2 MILE TO A TRACK ROAD FORK, ABOUT 150.0 FEET
 HU1998'BEFORE REACHING A FARM HOUSE.  TAKE THE LEFT FORK AND GO
 HU1998'NORTH-NORTHWEST, PASSING TO THE WEST SIDE OF THE HOUSE, FOR
 HU1998'0.1 MILE, THENCE TURN LEFT AND FOLLOW THE FIELD TRACK ROAD
 HU1998'WEST THROUGH THE FIELD FOR 0.15 MILE, THENCE TURN RIGHT AND GO
 HU1998'0.1 MILE TO BOUNDARY MONUMENT NO. 32 AND THE STATION.
 HU1998'
 HU1998'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PIERSON,
 HU1998'DISTANCE BEING 0.653 METERS AND (2.142 FEET) EAST OF STATION
 HU1998'PIERSON.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2016 ***********************************************************************
 HU2016  DESIGNATION -  BOUNDARY MONUMENT 3 DE MD
 HU2016  PID         -  HU2016
 HU2016  STATE/COUNTY-  DE/SUSSEX
 HU2016  COUNTRY     -  US
 HU2016  USGS QUAD   -  SHARPTOWN (2016)
 HU2016
 HU2016                         *CURRENT SURVEY CONTROL
 HU2016  ______________________________________________________________________
 HU2016* NAD 83(1991) POSITION- 38 30 12.90873(N) 075 41 49.47090(W)   ADJUSTED
 HU2016* NAVD 88 ORTHO HEIGHT -    11.7   (meters)       38.    (feet) VERTCON3
 HU2016  ______________________________________________________________________
 HU2016  GEOID HEIGHT    -        -35.608 (meters)                     GEOID18
 HU2016  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 HU2016  HORZ ORDER      -  SECOND
 HU2016
 HU2016.The horizontal coordinates were established by classical geodetic methods
 HU2016.and adjusted by the National Geodetic Survey in January 1992.
 HU2016
 HU2016.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2016
 HU2016.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2016.GEOID18 height accuracy estimate available here.
 HU2016
 HU2016.Click photographs - Photos may exist for this station.
 HU2016
 HU2016.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2016
 HU2016. The following values were computed from the NAD 83(1991) position.
 HU2016
 HU2016;                    North         East     Units Scale Factor Converg.
 HU2016;SPC DE       -    55,935.631   175,540.496   MT  1.00000236   -0 10 28.5
 HU2016;SPC DE       -   183,515.48    575,919.11   sFT  1.00000236   -0 10 28.5
 HU2016;SPC MD       -    93,712.373   513,644.921   MT  0.99997082   +0 49 03.9
 HU2016;SPC MD       -   307,454.68  1,685,183.38   sFT  0.99997082   +0 49 03.9
 HU2016;UTM  18      - 4,261,921.500   439,219.193   MT  0.99964549   -0 26 02.4
 HU2016
 HU2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2016!SPC DE       -   1.00000376  x   1.00000236  =   1.00000612
 HU2016!SPC MD       -   1.00000376  x   0.99997082  =   0.99997458
 HU2016!UTM  18      -   1.00000376  x   0.99964549  =   0.99964925
 HU2016
 HU2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3921961921(NAD 83)
 HU2016
 HU2016                          SUPERSEDED SURVEY CONTROL
 HU2016
 HU2016  NAD 83(1986)-  38 30 12.90398(N)    075 41 49.49222(W) AD(       ) 2
 HU2016  NAD 27      -  38 30 12.49050(N)    075 41 50.73500(W) AD(       ) 2
 HU2016  NGVD 29 (07/19/86)   11.9    (m)           39.     (f) VERT ANG       
 HU2016
 HU2016.Superseded values are not recommended for survey control.
 HU2016
 HU2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2016.See file dsdata.pdf to determine how the superseded data were derived.
 HU2016
 HU2016_MARKER: 71 = BOUNDARY MONUMENT
 HU2016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2016+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2008
 HU2016
 HU2016  HISTORY     - Date     Condition        Report By
 HU2016  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU2016  HISTORY     - 20080519 GOOD             GEOCAC
 HU2016
 HU2016                          STATION DESCRIPTION
 HU2016
 HU2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU2016'THE STATION IS A CROSS INSCRIBED IN THE APEX OF THE MONUMENT.  IT
 HU2016'IS LOCATED ABOUT 7-1/2 MILES SOUTHWEST OF LAUREL, DELAWARE, 4
 HU2016'1/2 MILES NORTH-NORTHWEST OF GALESTOWN, MARYLAND, 3.0 MILES
 HU2016'SOUTH-SOUTHEAST OF SHARPTOWN, MARYLAND AND ON PROPERTY OWNED BY
 HU2016'MR. E. O. WHEATLEY.
 HU2016'
 HU2016'IT IS A 12 X 12 INCH SQUARE GRANITE STONE WHICH PROJECTS ABOUT
 HU2016'24 INCHES ABOVE THE SURFACE OF THE GROUND AND HAS THE LETTER M
 HU2016'ON THE WEST SIDE OF THE MONUMENT AND THE LETTER P ON THE EAST SIDE
 HU2016'AND IS LEANING A LITTLE TO THE SOUTH.  IT IS 81.2 FEET EAST OF A
 HU2016'STANDARD METAL WITNESS POST AND MARKER, 7.8 FEET NORTH OF A
 HU2016'10-INCH OAK TREE AND 6.5 FEET SOUTH OF A 16-INCH OAK TREE.
 HU2016'
 HU2016'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION COLUMBIA,
 HU2016'DISTANCE BEING (83.149 FEET) AND 25.344 METERS EAST OF STATION
 HU2016'COLUMBIA.
 HU2016
 HU2016                          STATION RECOVERY (2008)
 HU2016
 HU2016'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 HU2016'THE STATION IS A 12 INCH BY 12 INCH DRESSED PORTLAND STONE SHAFT THAT
 HU2016'PROJECTS ABOUT 25 INCHES. IT IS LOCATED ALONG THE WEST SIDE OF A DIM
 HU2016'TRACK ROAD ON UNDEVELOPED PRIVATE PROPERTY.  THE STONE HAS A CUT P ON
 HU2016'THE EAST FACE AND A CUT M ON THE WEST FACE.  THE STONE IS ERECT AND
 HU2016'STABLE. TO REACH FROM THE INTERSECTION OF US HIGHWAY 50 WITH MARYLAND
 HU2016'STATE HIGHWAY 54 NEAR MARDELA SPRINGS, MARYLAND, GO EAST ON STATE
 HU2016'HIGHWAY 54 FOR ABOUT 2.4 MILES TO THE INTERSECTION WITH NORRIS TWILLEY
 HU2016'ROAD.  TURN LEFT AND GO NORTHERLY ON NORRIS TWILLEY ROAD FOR
 HU2016'ABOUT 2.3 MILES TO THE INTERSECTION WITH CROSS ROAD.  TURN RIGHT AND
 HU2016'GO EAST ON CROSS ROAD FOR ABOUT 0.5 MILES TO THE STATE BOUNDARY LINE.
 HU2016'CONTINUE EAST, NOW ON DELAWARE ROAD 507, FOR ABOUT 0.10 MILES TO A
 HU2016'GRAVEL DRIVE LEADING NORTH TO AN EQUIPMENT SHED.  FROM THE SHED,
 HU2016'PACK NORTH ACROSS A CORN FIELD FOR ABOUT 625 FEET TO AN EAST-WEST
 HU2016'DRAINAGE DITCH.  PACK WEST ALONG THE DITCH TO A BOARD BRIDGE.  CROSS
 HU2016'THE BRIDGE AND PACK NORTH FOR ABOUT 450 FEET TO THE NORTHWEST CORNER
 HU2016'OF THE FIELD.  CONTINUE NORTH, NOW ON A DIM TRACK ROAD, THROUGH THE
 HU2016'TIMBER FOR ABOUT 450 FEET TO THE STONE ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3444 ***********************************************************************
 JU3444  DESIGNATION -  BOUNDARY MONUMENT 38 DEL MD
 JU3444  PID         -  JU3444
 JU3444  STATE/COUNTY-  DE/KENT
 JU3444  COUNTRY     -  US
 JU3444  USGS QUAD   -  MARYDEL (2016)
 JU3444
 JU3444                         *CURRENT SURVEY CONTROL
 JU3444  ______________________________________________________________________
 JU3444* NAD 83(1991) POSITION- 39 00 40.52168(N) 075 44 13.94553(W)   ADJUSTED
 JU3444* NAVD 88 ORTHO HEIGHT -    18.0   (meters)       59.    (feet) VERTCON3
 JU3444  ______________________________________________________________________
 JU3444  GEOID HEIGHT    -        -34.603 (meters)                     GEOID18
 JU3444  LAPLACE CORR    -         -3.36  (seconds)                    DEFLEC18
 JU3444  HORZ ORDER      -  SECOND
 JU3444
 JU3444.The horizontal coordinates were established by classical geodetic methods
 JU3444.and adjusted by the National Geodetic Survey in January 1992.
 JU3444
 JU3444.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3444
 JU3444.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3444.GEOID18 height accuracy estimate available here.
 JU3444
 JU3444.Click photographs - Photos may exist for this station.
 JU3444
 JU3444.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3444
 JU3444. The following values were computed from the NAD 83(1991) position.
 JU3444
 JU3444;                    North         East     Units Scale Factor Converg.
 JU3444;SPC DE       -   112,303.883   172,237.244   MT  1.00000449   -0 12 06.4
 JU3444;SPC DE       -   368,450.32    565,081.69   sFT  1.00000449   -0 12 06.4
 JU3444;SPC MD       -   150,012.178   509,365.206   MT  0.99995263   +0 47 33.3
 JU3444;SPC MD       -   492,164.95  1,671,142.35   sFT  0.99995263   +0 47 33.3
 JU3444;UTM  18      - 4,318,284.157   436,173.691   MT  0.99965016   -0 27 50.6
 JU3444
 JU3444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3444!SPC DE       -   1.00000261  x   1.00000449  =   1.00000710
 JU3444!SPC MD       -   1.00000261  x   0.99995263  =   0.99995524
 JU3444!UTM  18      -   1.00000261  x   0.99965016  =   0.99965277
 JU3444
 JU3444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3617318284(NAD 83)
 JU3444
 JU3444                          SUPERSEDED SURVEY CONTROL
 JU3444
 JU3444  NAD 83(1986)-  39 00 40.51343(N)    075 44 13.95804(W) AD(       ) 2
 JU3444  NAD 27      -  39 00 40.10390(N)    075 44 15.20630(W) AD(       ) 2
 JU3444  NGVD 29 (07/19/86)   18.2    (m)           60.     (f) VERT ANG       
 JU3444
 JU3444.Superseded values are not recommended for survey control.
 JU3444
 JU3444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3444.See file dsdata.pdf to determine how the superseded data were derived.
 JU3444
 JU3444_MARKER: 71 = BOUNDARY MONUMENT
 JU3444
 JU3444  HISTORY     - Date     Condition        Report By
 JU3444  HISTORY     - 1962     FIRST OBSERVED   CGS
 JU3444  HISTORY     - 20210311 GOOD             USPSQD
 JU3444
 JU3444                          STATION DESCRIPTION
 JU3444
 JU3444'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 JU3444'BOUNDARY MONUMENT NO. 38, LOCATED 2.0 MILES SOUTHWEST OF
 JU3444'SANDTOWN, 3.0 MILES SOUTHWEST OF GOLDSBORO, 4-1/2 MILES NORTHEAST
 JU3444'OF GREENSBORO AND ON PROPERTY OWNED BY MR. CARL SYLVESTER.
 JU3444'
 JU3444'THE BOUNDARY MONUMENT NO. 38 IS A 12 X 12 INCH LIMESTONE
 JU3444'MONUMENT PROJECTING 28 INCHES ABOVE THE GROUND SURFACE AND MARKED
 JU3444'WITH THE LETTERS M AND P.  THE MONUMENT IS IN GOOD CONDITION BUT
 JU3444'IT IS LEANING SLIGHTLY WEST.  POINT OBSERVED AND TRAVERSED TO
 JU3444'WAS A CROSS MARK SCRIBED ON THE APEX OF THE MONUMENT.  IT IS
 JU3444'LOCATED IN A CULTIVATED FIELD, 56.6 FEET WEST-SOUTHWEST OF A
 JU3444'11-INCH CEDAR TREE AND 132.0 FEET SOUTH OF A STANDARD METAL
 JU3444'WITNESS POST AND MARKER.  A TRAVERSE MEASUREMENT WAS MADE TO
 JU3444'TRIANGULATION STATION SYLVESTER 1961 DISTANCE BEING 39.084
 JU3444'M. 128.228 FEET.
 JU3444
 JU3444                          STATION RECOVERY (2021)
 JU3444
 JU3444'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 JU3444'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3446 ***********************************************************************
 JU3446  DESIGNATION -  BOUNDARY MONUMENT 39 DEL MD
 JU3446  PID         -  JU3446
 JU3446  STATE/COUNTY-  DE/KENT
 JU3446  COUNTRY     -  US
 JU3446  USGS QUAD   -  MARYDEL (2016)
 JU3446
 JU3446                         *CURRENT SURVEY CONTROL
 JU3446  ______________________________________________________________________
 JU3446* NAD 83(1991) POSITION- 39 01 32.81508(N) 075 44 18.10648(W)   ADJUSTED
 JU3446* NAVD 88 ORTHO HEIGHT -    16.4   (meters)       54.    (feet) VERTCON3
 JU3446  ______________________________________________________________________
 JU3446  GEOID HEIGHT    -        -34.546 (meters)                     GEOID18
 JU3446  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC18
 JU3446  HORZ ORDER      -  SECOND
 JU3446
 JU3446.The horizontal coordinates were established by classical geodetic methods
 JU3446.and adjusted by the National Geodetic Survey in January 1992.
 JU3446
 JU3446.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3446
 JU3446.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3446.GEOID18 height accuracy estimate available here.
 JU3446
 JU3446.Click photographs - Photos may exist for this station.
 JU3446
 JU3446.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3446
 JU3446. The following values were computed from the NAD 83(1991) position.
 JU3446
 JU3446;                    North         East     Units Scale Factor Converg.
 JU3446;SPC DE       -   113,916.843   172,142.836   MT  1.00000455   -0 12 09.2
 JU3446;SPC DE       -   373,742.18    564,771.95   sFT  1.00000455   -0 12 09.2
 JU3446;SPC MD       -   151,623.174   509,242.826   MT  0.99995326   +0 47 30.6
 JU3446;SPC MD       -   497,450.36  1,670,740.84   sFT  0.99995326   +0 47 30.6
 JU3446;UTM  18      - 4,319,896.961   436,086.700   MT  0.99965030   -0 27 53.8
 JU3446
 JU3446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3446!SPC DE       -   1.00000285  x   1.00000455  =   1.00000740
 JU3446!SPC MD       -   1.00000285  x   0.99995326  =   0.99995611
 JU3446!UTM  18      -   1.00000285  x   0.99965030  =   0.99965315
 JU3446
 JU3446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3608619896(NAD 83)
 JU3446
 JU3446                          SUPERSEDED SURVEY CONTROL
 JU3446
 JU3446  NAD 83(1986)-  39 01 32.80664(N)    075 44 18.11871(W) AD(       ) 2
 JU3446  NAD 27      -  39 01 32.39660(N)    075 44 19.36600(W) AD(       ) 2
 JU3446  NGVD 29 (07/19/86)   16.6    (m)           54.     (f) VERT ANG       
 JU3446
 JU3446.Superseded values are not recommended for survey control.
 JU3446
 JU3446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3446.See file dsdata.pdf to determine how the superseded data were derived.
 JU3446
 JU3446_MARKER: 71 = BOUNDARY MONUMENT
 JU3446
 JU3446  HISTORY     - Date     Condition        Report By
 JU3446  HISTORY     - 1961     FIRST OBSERVED   CGS
 JU3446  HISTORY     - 20100521 POOR             BECMOR
 JU3446
 JU3446                          STATION DESCRIPTION
 JU3446
 JU3446'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3446'THE STATION IS LOCATED ABOUT 3.5 MILES EAST-SOUTHEAST OF
 JU3446'GOLDSBORO, MARYLAND, 1.2 MILES WEST-SOUTHWEST OF THE SMALL
 JU3446'SETTLEMENT OF SANDTOWN, DELAWARE AND ON PROPERTY OWNED BY
 JU3446'MR. CHARLES COHEE.  IT IS A 12-INCH SQUARE LIMESTONE MONUMENT
 JU3446'PROJECTING ABOUT 30 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 JU3446'STONE LEANS ABOUT 8 DEGREES TO THE SOUTH, WITH A DEEP PIT IN ITS
 JU3446'SOUTH SIDE, THE UPPER EDGES ARE BADLY BROKEN, MARKED WITH THE
 JU3446'LETTER M ON THE WEST AND P ON THE EAST SIDES.  IT IS 75.0 FEET
 JU3446'NORTH OF THE SOUTHEAST CORNER OF WOODS, 62.4 FEET EAST OF A
 JU3446'STANDARD METAL WITNESS POST AND MARKER AND 26.5 FEET SOUTH
 JU3446'OF THE CENTERLINE OF A BLACKTOP ROAD.
 JU3446'
 JU3446'TO REACH STATION SANDTOWN FROM THE FORKS OF ROADS IN GOLDSBORO,
 JU3446'MARYLAND.  GO NORTH OF STATE HIGHWAY 311 FOR 0.3 MILE TO A
 JU3446'CROSSROAD, THE JUNCTION OF STATE HIGHWAY 287 AND STATE HIGHWAY
 JU3446'311.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 287 FOR 2.25 MILES
 JU3446'TO A SIDE ROAD ON THE RIGHT, SOUTH SIDE OF THE HIGHWAY, JUST
 JU3446'AFTER PASSING A GROCERY STORE AND SERVICE STATION ON THE
 JU3446'LEFT.  TURN RIGHT AND GO SOUTHEAST ON A GRAVELED ROAD FOR 0.3
 JU3446'MILE TO A T-ROAD INTERSECTION.  TURN RIGHT AND GO SOUTH ON A
 JU3446'BLACKTOP ROAD FOR 0.05 MILE TO A SIDE ROAD ON THE LEFT, EAST,
 JU3446'SIDE OF THE ROAD.  TURN LEFT AND GO SOUTHEAST ON A BLACKTOP
 JU3446'ROAD FOR 0.05 MILE TO A STANDARD METAL WITNESS POST, THE
 JU3446'BOUNDARY MONUMENT AND THE STATION.
 JU3446'
 JU3446'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 JU3446'SANDTOWN, DISTANCE BEING 17.407 METERS AND (57.11 FEET)
 JU3446'SOUTH-SOUTHEAST OF STATION SANDTOWN.
 JU3446
 JU3446                          STATION RECOVERY (2010)
 JU3446
 JU3446'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU3446'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2019 ***********************************************************************
 HU2019  DESIGNATION -  BOUNDARY MONUMENT 4 DEL MD
 HU2019  PID         -  HU2019
 HU2019  STATE/COUNTY-  DE/SUSSEX
 HU2019  COUNTRY     -  US
 HU2019  USGS QUAD   -  SHARPTOWN (2016)
 HU2019
 HU2019                         *CURRENT SURVEY CONTROL
 HU2019  ______________________________________________________________________
 HU2019* NAD 83(1991) POSITION- 38 31 05.08768(N) 075 41 53.58090(W)   ADJUSTED
 HU2019* NAVD 88 ORTHO HEIGHT -    12.7   (meters)       42.    (feet) VERTCON3
 HU2019  ______________________________________________________________________
 HU2019  GEOID HEIGHT    -        -35.598 (meters)                     GEOID18
 HU2019  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 HU2019  HORZ ORDER      -  SECOND
 HU2019
 HU2019.The horizontal coordinates were established by classical geodetic methods
 HU2019.and adjusted by the National Geodetic Survey in January 1992.
 HU2019
 HU2019.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2019
 HU2019.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2019.GEOID18 height accuracy estimate available here.
 HU2019
 HU2019.Click photographs - Photos may exist for this station.
 HU2019
 HU2019.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2019
 HU2019. The following values were computed from the NAD 83(1991) position.
 HU2019
 HU2019;                    North         East     Units Scale Factor Converg.
 HU2019;SPC DE       -    57,544.872   175,445.834   MT  1.00000242   -0 10 31.2
 HU2019;SPC DE       -   188,795.13    575,608.54   sFT  1.00000242   -0 10 31.2
 HU2019;SPC MD       -    95,319.680   513,522.406   MT  0.99996922   +0 49 01.4
 HU2019;SPC MD       -   312,727.98  1,684,781.43   sFT  0.99996922   +0 49 01.4
 HU2019;UTM  18      - 4,263,530.578   439,131.850   MT  0.99964562   -0 26 05.4
 HU2019
 HU2019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2019!SPC DE       -   1.00000360  x   1.00000242  =   1.00000602
 HU2019!SPC MD       -   1.00000360  x   0.99996922  =   0.99997282
 HU2019!UTM  18      -   1.00000360  x   0.99964562  =   0.99964922
 HU2019
 HU2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3913163530(NAD 83)
 HU2019
 HU2019                          SUPERSEDED SURVEY CONTROL
 HU2019
 HU2019  NAD 83(1986)-  38 31 05.08298(N)    075 41 53.60192(W) AD(       ) 2
 HU2019  NAD 27      -  38 31 04.66870(N)    075 41 54.84460(W) AD(       ) 2
 HU2019  NGVD 29 (07/19/86)   12.9    (m)           42.     (f) VERT ANG       
 HU2019
 HU2019.Superseded values are not recommended for survey control.
 HU2019
 HU2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2019.See file dsdata.pdf to determine how the superseded data were derived.
 HU2019
 HU2019_MARKER: 71 = BOUNDARY MONUMENT
 HU2019
 HU2019  HISTORY     - Date     Condition        Report By
 HU2019  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU2019  HISTORY     - 20080519 POOR             GEOCAC
 HU2019
 HU2019                          STATION DESCRIPTION
 HU2019
 HU2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU2019'BOUNDARY MONUMENT NO. 4 IS LOCATED ON A SMALL KNOLL, 2.0 MILES
 HU2019'SOUTHEAST OF SHARPTOWN, MARYLAND.  7.5 MILES WEST-SOUTHWEST OF
 HU2019'LAUREL, DELAWARE 7.0 FEET WEST OF THE APPROXIMATE CENTER OF A
 HU2019'FIELD ROAD, 49.5 FEET SOUTHWEST OF A U.S. COAST AND GEODETIC
 HU2019'SURVEY METAL WITNESS POST AND ON PROPERTY OWNED BY MR. H.J.
 HU2019'RIDER.
 HU2019'
 HU2019'THE MONUMENT LEANS SLIGHTLY WEST BUT IS CONSIDERED IN GOOD
 HU2019'CONDITION.  IT IS A 12 X 12 INCH LIMESTONE MONUMENT MARKED WITH THE
 HU2019'LETTERS M AND P AND PROJECTS ABOUT 25 INCHES ABOVE THE GROUND
 HU2019'SURFACE.
 HU2019'
 HU2019'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION RIDER 1962,
 HU2019'DISTANCE BEING 47.617 FEET 14.516 METERS.
 HU2019'
 HU2019'POINT OBSERVED AND MEASURED TO WAS A SMALL CROSS MARK SCRIBED ON
 HU2019'THE APEX OF THE MONUMENT.
 HU2019
 HU2019                          STATION RECOVERY (2008)
 HU2019
 HU2019'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 HU2019'BOUNDARY MONUMENT 4 AN 11.5 INCH BY 11.75 INCH DRESSED PORTLAND STONE
 HU2019'SHAFT THAT PROJECTS ABOUT 26 INCHES. IT IS LOCATED IN A CLEARING IN A
 HU2019'WOODED AREA ON AGRICULTURAL PRIVATE PROPERTY.  THE STONE HAS A CUT P
 HU2019'ON THE EAST FACE AND A CUT M ON THE WEST FACE.  THE STONE LEANS ABOUT
 HU2019'
 HU2019'SIX DEGREES TO THE WEST-NORTHWEST.  TO REACH FROM THE INTERSECTION OF
 HU2019'MARYLAND STATE HIGHWAY 313 AND MARYLAND STATE HIGHWAY 348 (LAUREL
 HU2019'ROAD) ON THE SOUTH EDGE OF SHARPTOWN, MARYLAND, GO SOUTHEAST ON
 HU2019'MARYLAND STATE HIGHWAY 348 FOR ABOUT 1.3 MILES TO THE STATE BOUNDARY
 HU2019'LINE.  CONTINUE EAST, NOW ON DELAWARE STATE HIGHWAY 24 (SHARPTOWN
 HU2019'ROAD) FOR ABOUT 0.2 MILES TO THE INTERSECTION WITH ROAD 505.  TURN
 HU2019'RIGHT AND GO SOUTHEAST ON ROAD 505 FOR ABOUT 0.25 MILES TO THE
 HU2019'FARMSTEAD ON THE RIGHT.  FROM THE FARMSTEAD, DRIVE SOUTHWEST ON A
 HU2019'DIRT ROAD THAT PASSES BETWEEN TWO LONG CHICKEN HOUSES  FOR ABOUT 650
 HU2019'YARDS TO THE WEST END OF A CULTIVATED FIELD ON THE RIGHT.  TURN RIGHT
 HU2019'AND DRIVE NORTH ALONG THE FIELD FOR ABOUT 150 YARDS TO A CLEARING IN
 HU2019'THE WOOD LINE AT THE NORTHWEST CORNER OF THE FIELD AND THE STONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3443 ***********************************************************************
 JU3443  DESIGNATION -  BOUNDARY MONUMENT 42
 JU3443  PID         -  JU3443
 JU3443  STATE/COUNTY-  DE/KENT
 JU3443  COUNTRY     -  US
 JU3443  USGS QUAD   -  MARYDEL (2016)
 JU3443
 JU3443                         *CURRENT SURVEY CONTROL
 JU3443  ______________________________________________________________________
 JU3443* NAD 83(1991) POSITION- 39 04 16.22038(N) 075 44 31.16936(W)   NO CHECK
 JU3443* NAVD 88 ORTHO HEIGHT -    13.1   (meters)       43.    (feet) VERTCON3
 JU3443  ______________________________________________________________________
 JU3443  GEOID HEIGHT    -        -34.364 (meters)                     GEOID18
 JU3443  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC18
 JU3443  HORZ ORDER      -  THIRD
 JU3443
 JU3443.The horizontal coordinates were established by classical geodetic methods
 JU3443.and adjusted by the National Geodetic Survey in January 1992.
 JU3443
 JU3443.No horizontal observational check was made to the station.
 JU3443
 JU3443.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3443
 JU3443.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3443.GEOID18 height accuracy estimate available here.
 JU3443
 JU3443.Click photographs - Photos may exist for this station.
 JU3443
 JU3443.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3443
 JU3443. The following values were computed from the NAD 83(1991) position.
 JU3443
 JU3443;                    North         East     Units Scale Factor Converg.
 JU3443;SPC DE       -   118,957.027   171,846.645   MT  1.00000476   -0 12 18.2
 JU3443;SPC DE       -   390,278.18    563,800.20   sFT  1.00000476   -0 12 18.2
 JU3443;SPC MD       -   156,657.205   508,859.218   MT  0.99995564   +0 47 22.4
 JU3443;SPC MD       -   513,966.18  1,669,482.28   sFT  0.99995564   +0 47 22.4
 JU3443;UTM  18      - 4,324,936.664   435,813.701   MT  0.99965073   -0 28 03.7
 JU3443
 JU3443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3443!SPC DE       -   1.00000334  x   1.00000476  =   1.00000810
 JU3443!SPC MD       -   1.00000334  x   0.99995564  =   0.99995898
 JU3443!UTM  18      -   1.00000334  x   0.99965073  =   0.99965407
 JU3443
 JU3443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3581324936(NAD 83)
 JU3443
 JU3443                          SUPERSEDED SURVEY CONTROL
 JU3443
 JU3443  NAD 83(1986)-  39 04 16.21158(N)    075 44 31.18085(W) AD(       ) 3
 JU3443  NAD 27      -  39 04 15.80692(N)    075 44 32.42562(W) AD(       ) 3
 JU3443  NGVD 29 (07/19/86)   13.3    (m)           44.     (f) VERT ANG       
 JU3443
 JU3443.Superseded values are not recommended for survey control.
 JU3443
 JU3443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3443.See file dsdata.pdf to determine how the superseded data were derived.
 JU3443
 JU3443_MARKER: 71 = BOUNDARY MONUMENT
 JU3443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3443
 JU3443  HISTORY     - Date     Condition        Report By
 JU3443  HISTORY     - 1976     FIRST OBSERVED   NGS
 JU3443
 JU3443                          STATION DESCRIPTION
 JU3443
 JU3443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JU3443'A SEARCH WAS MADE FOR THE OLD BOUNDARY MONUMENT AND NO EVIDENCE
 JU3443'OF IT WAS FOUND.  IT IS BELIEVED UNDER WATER IN THE MUDD MILL
 JU3443'POND.  AN OLD MONUMENT WAS LOCATED AT THE DENTON, DELAWARE HIGHWAY
 JU3443'YARD AND IT WAS SET IN THIS LOCATION AT THIS DATE.  IT IS BELIEVED
 JU3443'THE OLD MONUMENT WHICH IS SET AT THIS POINT WAS THE ORIGINAL
 JU3443'MONUMENT NUMBER 11.
 JU3443'
 JU3443'THE MONUMENT IS LOCATED 1-1/2 MILES EAST-SOUTHEAST OF HENDERSON,
 JU3443'MARYLAND, 15 MILES SOUTHEAST OF DOVER, DELAWARE, AND JUST WEST OF
 JU3443'A SMALL MILLPOND.  THE PROPERTY IS OWNED BY MEDFORD MILLS OF
 JU3443'HENDERSON, MARYLAND.
 JU3443'
 JU3443'TO REACH THIS POINT FROM THE POST OFFICE IN HENDERSON, GO SOUTHEAST
 JU3443'ON BIG TREE ROAD FOR 0.6 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 JU3443'EAST ON MUDD MILL ROAD FOR 0.85 MILE TO A T-INTERSECTION AT THE
 JU3443'POND AND THE POINT ON THE LEFT.
 JU3443'
 JU3443'IT IS A 12 X 12 INCH SQUARE LIMESTONE MONUMENT WITH A SMALL
 JU3443'CHISELED CROSS IN THE TOP MARKING THE POINT.  THE MONUMENT IS
 JU3443'SET IN A 4 BY 4 FEET SQUARE CONCRETE BASE AND IT PROJECTS 2
 JU3443'FEET.  IT HAS A P ON THE EAST SIDE AND AN M ON THE WEST SIDE,
 JU3443'WHICH MARKED THE OLD MARYLAND AND PENNSYLVANIA BOUNDARY.  IT IS
 JU3443'36.2 FEET NORTH OF A TREE WITH A TRIANGLE BLAZE, 65.7 FEET NORTH
 JU3443'OF THE CENTER LINE OF MUDD MILL ROAD, 28.5 FEET WEST OF THE
 JU3443'CENTER LINE OF A DIRT ROAD AND 3.6 FEET SOUTHEAST OF A WITNESS
 JU3443'POST.
 JU3443'
 JU3443'FOR ADDITIONAL INFORMATION, SEE DESCRIPTION FOR STATION
 JU3443'MILLPOND 1961.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3448 ***********************************************************************
 JU3448  DESIGNATION -  BOUNDARY MONUMENT 40 DE MD
 JU3448  PID         -  JU3448
 JU3448  STATE/COUNTY-  DE/KENT
 JU3448  COUNTRY     -  US
 JU3448  USGS QUAD   -  MARYDEL (2016)
 JU3448
 JU3448                         *CURRENT SURVEY CONTROL
 JU3448  ______________________________________________________________________
 JU3448* NAD 83(1991) POSITION- 39 02 24.65513(N) 075 44 22.27787(W)   ADJUSTED
 JU3448* NAVD 88 ORTHO HEIGHT -    13.7   (meters)       45.    (feet) VERTCON3
 JU3448  ______________________________________________________________________
 JU3448  GEOID HEIGHT    -        -34.490 (meters)                     GEOID18
 JU3448  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC18
 JU3448  HORZ ORDER      -  SECOND
 JU3448
 JU3448.The horizontal coordinates were established by classical geodetic methods
 JU3448.and adjusted by the National Geodetic Survey in January 1992.
 JU3448
 JU3448.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3448
 JU3448.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3448.GEOID18 height accuracy estimate available here.
 JU3448
 JU3448.Click photographs - Photos may exist for this station.
 JU3448
 JU3448.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3448
 JU3448. The following values were computed from the NAD 83(1991) position.
 JU3448
 JU3448;                    North         East     Units Scale Factor Converg.
 JU3448;SPC DE       -   115,515.829   172,048.170   MT  1.00000462   -0 12 12.1
 JU3448;SPC DE       -   378,988.18    564,461.37   sFT  1.00000462   -0 12 12.1
 JU3448;SPC MD       -   153,220.195   509,120.430   MT  0.99995395   +0 47 28.0
 JU3448;SPC MD       -   502,689.92  1,670,339.28   sFT  0.99995395   +0 47 28.0
 JU3448;UTM  18      - 4,321,495.798   435,999.389   MT  0.99965044   -0 27 56.9
 JU3448
 JU3448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3448!SPC DE       -   1.00000327  x   1.00000462  =   1.00000789
 JU3448!SPC MD       -   1.00000327  x   0.99995395  =   0.99995722
 JU3448!UTM  18      -   1.00000327  x   0.99965044  =   0.99965371
 JU3448
 JU3448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3599921495(NAD 83)
 JU3448
 JU3448                          SUPERSEDED SURVEY CONTROL
 JU3448
 JU3448  NAD 83(1986)-  39 02 24.64651(N)    075 44 22.28987(W) AD(       ) 2
 JU3448  NAD 27      -  39 02 24.23820(N)    075 44 23.53630(W) AD(       ) 2
 JU3448  NGVD 29 (07/19/86)   13.9    (m)           46.     (f) VERT ANG       
 JU3448
 JU3448.Superseded values are not recommended for survey control.
 JU3448
 JU3448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3448.See file dsdata.pdf to determine how the superseded data were derived.
 JU3448
 JU3448_MARKER: 71 = BOUNDARY MONUMENT
 JU3448_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3448+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2007
 JU3448
 JU3448  HISTORY     - Date     Condition        Report By
 JU3448  HISTORY     - 1961     FIRST OBSERVED   CGS
 JU3448  HISTORY     - 20070817 GOOD             GEOCAC
 JU3448
 JU3448                          STATION DESCRIPTION
 JU3448
 JU3448'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3448'THE STATION IS THE CENTER OF THE SMALL CROSS INSCRIBED IN THE
 JU3448'TOP AND CENTER OF BOUNDARY MONUMENT NO. 40.  LOCATED IN A DENSE
 JU3448'WOODS AREA, ON PROPERTY OWNED BY MR. FRANK SHOCKLEY WHO LIVES
 JU3448'IN AUDUBON, NEW JERSEY, 15TH SOUTH LOGAN AVENUE.  IT IS ABOUT
 JU3448'3.0 MILES SOUTHEAST OF HENDERSON, MARYLAND, 2.5 MILES EAST OF
 JU3448'GOLDSBORO, MARYLAND AND ABOUT 1.0 MILE NORTHWEST OF THE SMALL
 JU3448'SETTLEMENT OF SANDTOWN, DELAWARE.  IT IS A 12-INCH SQUARE
 JU3448'GRANITE STONE PROJECTING ABOUT 30 INCHES ABOVE THE SURFACE OF
 JU3448'THE GROUND.  IT IS PLUMB AND IN GOOD CONDITION, WITH THE
 JU3448'LETTER M CUT IN ITS WEST SIDE AND THE LETTER P IN ITS EAST
 JU3448'SIDE.  A SMALL CROSS WAS INSCRIBED IN ITS TOP AND CENTER FOR
 JU3448'TRAVERSE PURPOSE ON THIS DATE.  IT IS 76.6 FEET
 JU3448'SOUTH-SOUTHEAST OF A STANDARD METAL WITNESS POST AND MARKER
 JU3448'AND 40.5 FEET EAST OF THE APPROXIMATE CENTERLINE OF A
 JU3448'DIM TRACK WOODS ROAD, THE END OF WOODS ROAD.
 JU3448'
 JU3448'TO REACH STATION SHOCKLEY FROM THE FORKS OF ROADS IN GOLDSBORO,
 JU3448'MARYLAND.  GO NORTH ON STATE HIGHWAY 311 FOR 0.4 MILE TO A
 JU3448'CROSSROAD.  TURN RIGHT AND GO EAST-NORTHEAST ON STATE HIGHWAY 287
 JU3448'FOR 2.6 MILES TO THE MARYLAND AND DELAWARE STATE LINE.  CONTINUE
 JU3448'NORTHEAST ON STATE HIGHWAY 287 FOR 0.75 MILE TO A GRAVELED ROAD
 JU3448'ON THE LEFT, NORTH, SIDE OF THE HIGHWAY.  TURN LEFT AND GO NORTH
 JU3448'AND NORTHWEST ON THE GRAVELED ROAD FOR 0.45 MILE TO WHERE THE
 JU3448'GRAVELED ROAD TURNS SHARP RIGHT, A PILE OF RUBBISH AND A DIM
 JU3448'TRACK ROAD THROUGH A DENSE TIMBER.  CONTINUE WEST, PASSING
 JU3448'THROUGH THE RUBBISH PILE, ONTO THE DIM TRACK ROAD THROUGH
 JU3448'THE TIMBER AND GO 0.55 MILE TO A TRIANGULAR BLAZED TREE IN
 JU3448'THE BEND OF THE ROAD, JUST BEFORE REACHING ITS END AND THE
 JU3448'STATION AND BOUNDARY MONUMENT ABOUT 29.5 FEET TO THE
 JU3448'NORTHEAST.
 JU3448'
 JU3448'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 JU3448'SHOCKLEY, DISTANCE BEING 21.942 METERS AND 71.988 FEET SOUTHEAST
 JU3448'OF STATION SHOCKLEY.
 JU3448
 JU3448                          STATION RECOVERY (2007)
 JU3448
 JU3448'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 JU3448'FOUND THE STATION IN GOOD CONDITION IN A WOODED AREA ABOUT 200 FEET
 JU3448'NORTH OF A DIRT ROAD ON THE GROUNDS OF A DELAWARE SOLID WASTE
 JU3448'AUTHORITY (DSWA) FACILITY.  THE STONE PROJECTS ABOUT 33 INCHES.  IT
 JU3448'HAS THE ARMORIAL SHIELD OF THE PENN FAMILY ON THE EAST FACE AND THE
 JU3448'ARMORIAL SHIELD OF THE CALVERT FAMILY ON THE WEST FACE.  THE STONE
 JU3448'LEANS ABOUT TWO DEGREES TO THE SOUTH.  TO REACH THE STATION FROM THE
 JU3448'INTERSECTION OF MARYLAND STATE HIGHWAYS 313, 311 AND 287 (SANDTOWN
 JU3448'ROAD) IN GOLDSBORO, MD, GO EAST ON MARYLAND STATE HIGHWAY 287 FOR
 JU3448'ABOUT 2.6 MILES TO THE STATE BOUNDARY LINE.  CONTINUE EAST, NOW ON
 JU3448'DELAWARE STATE HIGHWAY 10, FOR ABOUT 0.7 MILES TO A SIGN FOR THE
 JU3448'DELAWARE SOLID WASTE MANAGEMENT FACILITY AND A PAVED ROAD LEADING
 JU3448'NORTH.  TURN LEFT AND GO NORTH ON THE PAVED ROAD FOR ABOUT 0.45 MILES
 JU3448'
 JU3448'TO THE FACILITY WEIGH STATION (CLOSED WEEKENDS).  PASS THROUGH THE
 JU3448'WEIGH STATION AND CONTINUE NORTHWEST ON THE PAVED ROAD FOR 0.2 MILES
 JU3448'TO A DIRT ROAD LEADING WEST (JUST SHORT OF REACHING A GATE IN A
 JU3448'CHAIN-LINK FENCE).  TURN LEFT AND GO WESTERLY ON THE DIRT ROAD FOR
 JU3448'ABOUT
 JU3448'0.5 MILES TO A SANDY TRAIL ON THE RIGHT LEADING NORTHEAST.  PACK
 JU3448'NORTHEAST AND DOWNHILL ON THE TRAIL FOR ABOUT 50 FEET TO A DIM TRAIL
 JU3448'LEADING NORTHWEST.  PACK NORTHWEST AND DOWNHILL ON THE DIM TRAIL FOR
 JU3448'ABOUT 200 FEET TO A TRAIL LEADING WEST AND STEEPLY UPHILL.  PACK WEST
 JU3448'
 JU3448'FOR ABOUT 50 FEET TO THE TOP OF A BANK AND SOUTHWEST FOR ABOUT 60 FEET
 JU3448'TO THE STONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3450 ***********************************************************************
 JU3450  DESIGNATION -  BOUNDARY MONUMENT 41 DEL MD
 JU3450  PID         -  JU3450
 JU3450  STATE/COUNTY-  DE/KENT
 JU3450  COUNTRY     -  US
 JU3450  USGS QUAD   -  MARYDEL (2016)
 JU3450
 JU3450                         *CURRENT SURVEY CONTROL
 JU3450  ______________________________________________________________________
 JU3450* NAD 83(1991) POSITION- 39 03 17.08489(N) 075 44 26.45422(W)   ADJUSTED
 JU3450* NAVD 88 ORTHO HEIGHT -    15.2   (meters)       50.    (feet) VERTCON3
 JU3450  ______________________________________________________________________
 JU3450  GEOID HEIGHT    -        -34.431 (meters)                     GEOID18
 JU3450  LAPLACE CORR    -         -3.53  (seconds)                    DEFLEC18
 JU3450  HORZ ORDER      -  SECOND
 JU3450
 JU3450.The horizontal coordinates were established by classical geodetic methods
 JU3450.and adjusted by the National Geodetic Survey in January 1992.
 JU3450
 JU3450.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3450
 JU3450.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3450.GEOID18 height accuracy estimate available here.
 JU3450
 JU3450.Click photographs - Photos may exist for this station.
 JU3450
 JU3450.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3450
 JU3450. The following values were computed from the NAD 83(1991) position.
 JU3450
 JU3450;                    North         East     Units Scale Factor Converg.
 JU3450;SPC DE       -   117,133.007   171,953.492   MT  1.00000468   -0 12 14.9
 JU3450;SPC DE       -   384,293.87    564,150.75   sFT  1.00000468   -0 12 14.9
 JU3450;SPC MD       -   154,835.405   508,997.704   MT  0.99995471   +0 47 25.4
 JU3450;SPC MD       -   507,989.16  1,669,936.63   sFT  0.99995471   +0 47 25.4
 JU3450;UTM  18      - 4,323,112.819   435,912.152   MT  0.99965057   -0 28 00.1
 JU3450
 JU3450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3450!SPC DE       -   1.00000301  x   1.00000468  =   1.00000769
 JU3450!SPC MD       -   1.00000301  x   0.99995471  =   0.99995772
 JU3450!UTM  18      -   1.00000301  x   0.99965057  =   0.99965358
 JU3450
 JU3450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3591223112(NAD 83)
 JU3450
 JU3450                          SUPERSEDED SURVEY CONTROL
 JU3450
 JU3450  NAD 83(1986)-  39 03 17.07613(N)    075 44 26.46606(W) AD(       ) 2
 JU3450  NAD 27      -  39 03 16.66970(N)    075 44 27.71200(W) AD(       ) 2
 JU3450  NGVD 29 (03/25/91)   15.5    (m)           51.     (f) VERT ANG       
 JU3450  NGVD 29 (07/19/86)   13.9    (m)           46.     (f) VERT ANG       
 JU3450
 JU3450.Superseded values are not recommended for survey control.
 JU3450
 JU3450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3450.See file dsdata.pdf to determine how the superseded data were derived.
 JU3450
 JU3450_MARKER: 71 = BOUNDARY MONUMENT
 JU3450_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3450
 JU3450  HISTORY     - Date     Condition        Report By
 JU3450  HISTORY     - 1961     FIRST OBSERVED   CGS
 JU3450  HISTORY     - 20070817 GOOD             GEOCAC
 JU3450
 JU3450                          STATION DESCRIPTION
 JU3450
 JU3450'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3450'THE STATION IS THE SMALL CROSS INSCRIBED IN THE TOP AND CENTER
 JU3450'OF BOUNDARY MONUMENT NO. 41.  IT IS A 12 X 12 INCH SQUARE
 JU3450'GRANITE STONE PROJECTING ABOUT 30 INCHES ABOVE THE SURFACE OF
 JU3450'THE GROUND, IT IS IN A GOOD PLUMB POSITION AND IN GOOD
 JU3450'CONDITION.  IT HAS THE LETTER M CUT IN THE WEST SIDE OF IT AND
 JU3450'THE LETTER P IN THE EAST SIDE.  IT IS 480.0 FEET SOUTH OF THE
 JU3450'APPROXIMATE CENTER OF A GRAVELED ROAD AND 35.0 FEET EAST OF A
 JU3450'DRAINAGE DITCH.
 JU3450'
 JU3450'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION LEE,
 JU3450'DISTANCE BEING 109.169 METERS SOUTH OF STATION LEE.
 JU3450
 JU3450                          STATION RECOVERY (2007)
 JU3450
 JU3450'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 JU3450'THE STATION IS LOCATED IN SMALL STAND OF TREES AND BUSHES IN A
 JU3450'CULTIVATED FIELD, AND IS SURROUNDED BY THREE I-BEAMS AND AN ORANGE
 JU3450'CARSONITE WITNESS POST.   TO REACH THE STATION FROM THE INTERSECTION
 JU3450'OF MARYLAND STATE HIGHWAYS 313, 311 AND 287 (SANDTOWN ROAD) IN
 JU3450'GOLDSBORO, MD, GO EAST ON MARYLAND STATE HIGHWAY 287 FOR ABOUT FOR
 JU3450'ABOUT 1.0 MILES TO THE INTERSECTION WITH JACKSON LANE.  TURN LEFT AND
 JU3450'GO NORTHEAST ON JACKSON LANE FOR ABOUT 2.1 MILES TO THE PROPERTY OWNER
 JU3450'S FARMSTEAD ON THE RIGHT AT MAILBOX NUMBER 16255.  CONTINUE
 JU3450'NORTH ON JACKSON LANE FOR ABOUT 0.2 MILES TO THE INTERSECTION WITH BEE
 JU3450'TREE ROAD.  TURN RIGHT AND GO EAST ON BEE TREE ROAD FOR ABOUT 0.15
 JU3450'MILES TO THE STATE BOUNDARY LINE.  PACK SOUTH ACROSS THE CULTIVATED
 JU3450'FIELD FOR ABOUT 410 FEET TO A STAND OF SMALL TREES AND BUSHES AND THE
 JU3450'STONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3453 ***********************************************************************
 JU3453  DESIGNATION -  BOUNDARY MONUMENT 43 DEL MD
 JU3453  PID         -  JU3453
 JU3453  STATE/COUNTY-  DE/KENT
 JU3453  COUNTRY     -  US
 JU3453  USGS QUAD   -  MARYDEL (2016)
 JU3453
 JU3453                         *CURRENT SURVEY CONTROL
 JU3453  ______________________________________________________________________
 JU3453* NAD 83(1991) POSITION- 39 05 02.44190(N) 075 44 34.85558(W)   ADJUSTED
 JU3453* NAVD 88 ORTHO HEIGHT -     7.3   (meters)       24.    (feet) VERTCON3
 JU3453  ______________________________________________________________________
 JU3453  GEOID HEIGHT    -        -34.311 (meters)                     GEOID18
 JU3453  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC18
 JU3453  HORZ ORDER      -  SECOND
 JU3453
 JU3453.The horizontal coordinates were established by classical geodetic methods
 JU3453.and adjusted by the National Geodetic Survey in January 1992.
 JU3453
 JU3453.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3453
 JU3453.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3453.GEOID18 height accuracy estimate available here.
 JU3453
 JU3453.Click photographs - Photos may exist for this station.
 JU3453
 JU3453.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3453
 JU3453. The following values were computed from the NAD 83(1991) position.
 JU3453
 JU3453;                    North         East     Units Scale Factor Converg.
 JU3453;SPC DE       -   120,382.724   171,763.151   MT  1.00000481   -0 12 20.7
 JU3453;SPC DE       -   394,955.65    563,526.27   sFT  1.00000481   -0 12 20.7
 JU3453;SPC MD       -   158,081.168   508,750.994   MT  0.99995643   +0 47 20.1
 JU3453;SPC MD       -   518,637.97  1,669,127.22   sFT  0.99995643   +0 47 20.1
 JU3453;UTM  18      - 4,326,362.223   435,736.771   MT  0.99965085   -0 28 06.4
 JU3453
 JU3453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3453!SPC DE       -   1.00000424  x   1.00000481  =   1.00000905
 JU3453!SPC MD       -   1.00000424  x   0.99995643  =   0.99996067
 JU3453!UTM  18      -   1.00000424  x   0.99965085  =   0.99965509
 JU3453
 JU3453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3573626362(NAD 83)
 JU3453
 JU3453                          SUPERSEDED SURVEY CONTROL
 JU3453
 JU3453  NAD 83(1986)-  39 05 02.43308(N)    075 44 34.86687(W) AD(       ) 2
 JU3453  NAD 27      -  39 05 02.02980(N)    075 44 36.11140(W) AD(       ) 2
 JU3453  NGVD 29 (07/19/86)    7.5    (m)           25.     (f) VERT ANG       
 JU3453
 JU3453.Superseded values are not recommended for survey control.
 JU3453
 JU3453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3453.See file dsdata.pdf to determine how the superseded data were derived.
 JU3453
 JU3453_MARKER: 71 = BOUNDARY MONUMENT
 JU3453
 JU3453  HISTORY     - Date     Condition        Report By
 JU3453  HISTORY     - 1961     FIRST OBSERVED   CGS
 JU3453  HISTORY     - 20080712 POOR             GEOCAC
 JU3453  HISTORY     - 20210311 POOR             USPSQD
 JU3453
 JU3453                          STATION DESCRIPTION
 JU3453
 JU3453'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3453'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTH OF MARYDEL,
 JU3453'DELAWARE, 1.5 MILES NORTHEAST OF HENDERSON, MARYLAND AND ON
 JU3453'PROPERTY OWNED BY MR. WM. E. VANEERDE.  IT IS A 12-INCH SQUARE
 JU3453'LIMESTONE MONUMENT PROJECTING ABOUT 30 INCHES ABOVE THE SURFACE
 JU3453'OF THE GROUND, UPRIGHT AND FIRMLY SET AND IN GOOD CONDITION.  IT
 JU3453'HAS THE LETTER M CUT ON THE WEST SIDE AND THE LETTER P ON THE
 JU3453'EAST SIDE.  IT IS 121.0 FEET NORTH-NORTHWEST OF A STANDARD METAL
 JU3453'WITNESS POST AND MARKER AND 99.6 FEET NORTH-NORTHWEST OF A
 JU3453'36-INCH POPLAR TREE.
 JU3453'
 JU3453'TO REACH STATION VANEERDE FROM THE ROAD SOUTH OF THE RAILROAD
 JU3453'STATION IN MARYDEL.  GO SOUTH-SOUTHEAST ON A BLACKTOP ROAD FOR
 JU3453'1.0 MILE TO A FORK.  TAKE THE RIGHT HAND FORK AND GO SOUTH ON
 JU3453'A GRAVELED ROAD FOR 1.0 MILE TO A T-ROAD INTERSECTION.  TURN
 JU3453'RIGHT AND GO SOUTHWEST ON A GRAVELED ROAD FOR 0.4 MILE TO A FARM
 JU3453'HOUSE ON THE LEFT AND A FIELD ROAD ON THE RIGHT AND THE AZIMUTH
 JU3453'MARK ABOUT 100.0 FEET SOUTHWEST OF THE FIELD ROAD ENTRANCE.
 JU3453'TURN RIGHT AND GO NORTH-NORTHWEST ON THE FIELD ROAD FOR 0.2 MILE
 JU3453'TO AN OLD BUILDING SITE, THE BOUNDARY MONUMENT, A STANDARD
 JU3453'METAL WITNESS POST AND MARKER AND THE STATION.
 JU3453'
 JU3453'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 JU3453'VANEERDE, DISTANCE BEING 29.535 METERS AND (96.90 FEET) NORTHWEST
 JU3453'OF STATION VANEERDE.
 JU3453
 JU3453                          STATION RECOVERY (2008)
 JU3453
 JU3453'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 JU3453'BOUNDARY MONUMENT 43 DEL MD IS AN 11.5-INCH BY 11.5-INCH PORTLAND
 JU3453'STONE (OOLITIC LIMESTONE) SHAFT THAT PROJECTS 32 INCHES.  USE WITH
 JU3453'CAUTION - THE STONE HAS BEEN ROTATED 90 DEGREES FROM ITS POSITION AS
 JU3453'DESCRIBED IN 1961 SO THAT THE SIDE WITH THE CUT  P  NOW FACES SOUTH
 JU3453'AND THE SIDE WITH THE CUT  M  NOW FACES NORTH.  THE STONE IS BADLY
 JU3453'CHIPPED, ESPECIALLY AT THE NORTHEAST AND NORTHWEST CORNERS OF THE TOP,
 JU3453'AND THE NORTHEAST VERTICAL EDGE NEAR THE TOP.  THERE ARE SEVERAL
 JU3453'HORIZONTAL SCRATCHES IN THE SOUTH FACE OF THE STONE BELOW THE
 JU3453'CUT  P .  THE TOP IS WEATHERED AND ROUNDED.  THE STONE LEANS ABOUT
 JU3453'FOUR DEGREES TO THE WEST.  THE STONE IS LOCATED IN THE NORTHWEST
 JU3453'CORNER OF THE BACKYARD OF THE RESIDENCE AT NUMBER 447 WESTVILLE ROAD .
 JU3453'IT ABUTS AN EIGHT-INCH, THREE-TRUNKED TREE, AND IS ABOUT 10
 JU3453'FEET WEST OF THE NORTHWEST CORNER OF A SMALL WOOD SHED.  TO REACH FROM
 JU3453'THE INTERSECTION OF MD STATE HIGHWAY 302 AND MD STATE HIGHWAY 454 IN
 JU3453'THE VILLAGE OF TEMPLETON, MD, GO SOUTHERLY ON MD STATE HIGHWAY 454
 JU3453'(MAY BE SIGNED AS  MARYDEL ROAD  OR  CROWN STONE ROAD ) FOR ABOUT
 JU3453'2.1 MILES TO THE INTERSECTION WITH MD STATE HIGHWAY 311 IN THE VILLAGE
 JU3453'OF MARYDEL, MD-DE.  TURN RIGHT AND GO SOUTHWEST ON MD STATE HIGHWAY
 JU3453'311 FOR ABOUT 100 YARDS TO THE INTERSECTION WITH MAIN STREET.  TURN
 JU3453'LEFT AND GO SOUTHEAST ON MAIN STREET FOR ABOUT 300
 JU3453'YARDS TO THE STATE BOUNDARY LINE.  CONTINUE SOUTHEAST AND SOUTH, NOW
 JU3453'ON MAHAN CORNER ROAD FOR ABOUT 1.0 MILES TO THE INTERSECTION WITH GYRO
 JU3453'ROAD.  BEAR RIGHT AND GO SOUTH ON GYRO ROAD FOR ABOUT 1.0 MILES TO THE
 JU3453'INTERSECTION WITH WESTVILLE ROAD.  TURN RIGHT AND GO SOUTHWEST
 JU3453'ON WESTVILLE ROAD FOR ABOUT 0.4 MILES TO THE DRIVEWAY LEADING TO HOUSE
 JU3453'NUMBER 447.  TURN RIGHT AND GO NORTHWEST ON THE DRIVEWAY FOR ABOUT 300
 JU3453'YARDS TO THE HOUSE.  PACK NORTHWEST FOR ABOUT 150 FEET TO THE
 JU3453'NORTHWEST CORNER OF THE BACK YARD AND THE STONE.
 JU3453
 JU3453                          STATION RECOVERY (2021)
 JU3453
 JU3453'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 JU3453'MONUMENT IS LEANING TO WEST DUE TO ADJACENT TREE GROWTH PUSHING THE
 JU3453'MONUMENT AWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3455 ***********************************************************************
 JU3455  DESIGNATION -  BOUNDARY MONUMENT 44 DEL MD
 JU3455  PID         -  JU3455
 JU3455  STATE/COUNTY-  DE/KENT
 JU3455  COUNTRY     -  US
 JU3455  USGS QUAD   -  MARYDEL (2016)
 JU3455
 JU3455                         *CURRENT SURVEY CONTROL
 JU3455  ______________________________________________________________________
 JU3455* NAD 83(1991) POSITION- 39 05 54.63451(N) 075 44 39.01557(W)   ADJUSTED
 JU3455* NAVD 88 ORTHO HEIGHT -    17.5   (meters)       57.    (feet) VERTCON3
 JU3455  ______________________________________________________________________
 JU3455  GEOID HEIGHT    -        -34.253 (meters)                     GEOID18
 JU3455  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC18
 JU3455  HORZ ORDER      -  SECOND
 JU3455
 JU3455.The horizontal coordinates were established by classical geodetic methods
 JU3455.and adjusted by the National Geodetic Survey in January 1992.
 JU3455
 JU3455.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3455
 JU3455.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3455.GEOID18 height accuracy estimate available here.
 JU3455
 JU3455.Click photographs - Photos may exist for this station.
 JU3455
 JU3455.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3455
 JU3455. The following values were computed from the NAD 83(1991) position.
 JU3455
 JU3455;                    North         East     Units Scale Factor Converg.
 JU3455;SPC DE       -   121,992.602   171,668.969   MT  1.00000488   -0 12 23.6
 JU3455;SPC DE       -   400,237.40    563,217.28   sFT  1.00000488   -0 12 23.6
 JU3455;SPC MD       -   159,689.092   508,628.884   MT  0.99995738   +0 47 17.5
 JU3455;SPC MD       -   523,913.30  1,668,726.60   sFT  0.99995738   +0 47 17.5
 JU3455;UTM  18      - 4,327,971.947   435,650.003   MT  0.99965099   -0 28 09.6
 JU3455
 JU3455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3455!SPC DE       -   1.00000263  x   1.00000488  =   1.00000751
 JU3455!SPC MD       -   1.00000263  x   0.99995738  =   0.99996001
 JU3455!UTM  18      -   1.00000263  x   0.99965099  =   0.99965362
 JU3455
 JU3455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3565027971(NAD 83)
 JU3455
 JU3455                          SUPERSEDED SURVEY CONTROL
 JU3455
 JU3455  NAD 83(1986)-  39 05 54.62551(N)    075 44 39.02664(W) AD(       ) 2
 JU3455  NAD 27      -  39 05 54.22330(N)    075 44 40.27070(W) AD(       ) 2
 JU3455  NGVD 29 (07/19/86)   17.7    (m)           58.     (f) VERT ANG       
 JU3455
 JU3455.Superseded values are not recommended for survey control.
 JU3455
 JU3455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3455.See file dsdata.pdf to determine how the superseded data were derived.
 JU3455
 JU3455_MARKER: 71 = BOUNDARY MONUMENT
 JU3455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3455+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2008
 JU3455
 JU3455  HISTORY     - Date     Condition        Report By
 JU3455  HISTORY     - 1961     FIRST OBSERVED   CGS
 JU3455  HISTORY     - 20080712 GOOD             GEOCAC
 JU3455
 JU3455                          STATION DESCRIPTION
 JU3455
 JU3455'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3455'BOUNDARY MONUMENT NO. 44, LOCATED IN THE WEST EDGE OF A CULTIVATED
 JU3455'FIELD IN THE EAST EDGE OF A HEAVY WOODED AREA, 1.0 MILE SOUTH
 JU3455'OF MARYDALE, 2.0 MILES NORTHEAST OF HENDERSON AND ON PROPERTY
 JU3455'OWNED BY MR. SALVADOR SHEPENIS.
 JU3455'
 JU3455'THE MONUMENT IS A 12 X 12 INCH LIMESTONE MONUMENT PROJECTING
 JU3455'ABOUT 30 INCHES ABOVE THE GROUND SURFACE AND MARKED WITH THE LETTERS
 JU3455'M AND P AND IN GOOD CONDITION EXCEPT SMALL CHIPS ON THE
 JU3455'EDGES.  POINT OBSERVED TO AND TRAVERSED TO WAS A SMALL CROSS
 JU3455'MARK SCRIBED ON THE APEX OF THE MONUMENT.
 JU3455'
 JU3455'A TRAVERSE MEASUREMENT WAS MADE TO TRIANGULATION STATION
 JU3455'SCHEPENIS 1961, DISTANCE BEING 26.555 FEET 8.0942 METERS.
 JU3455
 JU3455                          STATION RECOVERY (2008)
 JU3455
 JU3455'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 JU3455'BOUNDARY MONUMENT 44 DEL MD IS AN 11.75-INCH BY 12-INCH PORTLAND STONE
 JU3455'(OOLITIC LIMESTONE) SHAFT THAT PROJECTS 29 INCHES.  THE STONE HAS A
 JU3455'CUT  M  ON THE WEST FACE AND A CUT  P  ON THE EAST FACE.  THE STONE IS
 JU3455'BADLY CHIPPED, ESPECIALLY ON THE SOUTH SIDE OF THE TOP AND
 JU3455'ALONG THE TOP ONE-THIRD OF ALL FOUR VERTICAL EDGES.  THE TOP IS
 JU3455'CHIPPED AND WEATHERED, AND THE PREVIOUSLY-DESCRIBED ETCHED CROSS IS
 JU3455'NOT VISIBLE.  THE STONE IS ERECT AND STABLE.  THE STONE IS LOCATED IN
 JU3455'EXTREMELY THICK BRUSH ABOUT 45 FEET WEST OF THE WEST EDGE OF A
 JU3455'CULTIVATED FIELD, ABOUT EIGHT FEET WEST OF A METAL WITNESS POST, AND
 JU3455'ABOUT THREE FEET NORTH OF A MULTI-TRUNKED TREE.  TO REACH FROM THE
 JU3455'INTERSECTION OF MD STATE HIGHWAY 302 AND MD STATE HIGHWAY 454 IN THE
 JU3455'VILLAGE OF TEMPLETON, MD, GO SOUTHERLY ON MD STATE HIGHWAY 454 (MAY
 JU3455'BE SIGNED AS  MARYDEL ROAD  OR  CROWN STONE ROAD ) FOR ABOUT 2.1 MILES
 JU3455'TO THE INTERSECTION WITH MD STATE HIGHWAY 311 IN THE VILLAGE OF
 JU3455'MARYDEL, MD-DE.  TURN RIGHT AND GO SOUTHWEST ON MD STATE HIGHWAY 311
 JU3455'FOR ABOUT 100 YARDS TO THE INTERSECTION WITH MAIN STREET.  TURN LEFT
 JU3455'AND GO SOUTHEAST ON MAIN STREET FOR ABOUT 300 YARDS TO THE STATE
 JU3455'BOUNDARY LINE.  CONTINUE SOUTHEAST AND SOUTH, NOW ON MAHAN CORNER ROAD
 JU3455'FOR ABOUT 1.0 MILES TO THE INTERSECTION WITH GYRO ROAD.  BEAR RIGHT
 JU3455'AND GO SOUTH ON GYRO ROAD FOR ABOUT 0.19 MILES TO A DIRT
 JU3455'DRIVEWAY LEADING WEST.  TURN RIGHT AND GO WEST ON THE DRIVEWAY FOR
 JU3455'ABOUT 0.2 MILES TO A FARMHOUSE.  PACK NORTHEAST ACROSS A CULTIVATED
 JU3455'FIELD FOR ABOUT 600 FEET TO A DRAINAGE DITCH.  CROSS THE DITCH AND
 JU3455'PACK NORTHWEST FOR ABOUT 150 FEET TO A TREE LINE.  PACK WEST ALONG
 JU3455'THE NORTH SIDE OF THE TREELINE FOR ABOUT 500 FEET TO THE SOUTHWEST
 JU3455'CORNER OF A CULTIVATED FIELD.  PACK NORTH ALONG THE WEST SIDE OF THE
 JU3455'FIELD FOR ABOUT 400 FEET TO THE STONE ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3465 ***********************************************************************
 JU3465  DESIGNATION -  BOUNDARY MONUMENT 46
 JU3465  PID         -  JU3465
 JU3465  STATE/COUNTY-  DE/KENT
 JU3465  COUNTRY     -  US
 JU3465  USGS QUAD   -  KENTON (2016)
 JU3465
 JU3465                         *CURRENT SURVEY CONTROL
 JU3465  ______________________________________________________________________
 JU3465* NAD 83(1991) POSITION- 39 07 38.39862(N) 075 44 47.31434(W)   NO CHECK
 JU3465* NAVD 88 ORTHO HEIGHT -    20.4   (meters)       67.    (feet) VERTCON3
 JU3465  ______________________________________________________________________
 JU3465  GEOID HEIGHT    -        -34.143 (meters)                     GEOID18
 JU3465  LAPLACE CORR    -         -3.39  (seconds)                    DEFLEC18
 JU3465  HORZ ORDER      -  THIRD
 JU3465
 JU3465.The horizontal coordinates were established by classical geodetic methods
 JU3465.and adjusted by the National Geodetic Survey in January 1992.
 JU3465
 JU3465.No horizontal observational check was made to the station.
 JU3465
 JU3465.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3465
 JU3465.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3465.GEOID18 height accuracy estimate available here.
 JU3465
 JU3465.Click photographs - Photos may exist for this station.
 JU3465
 JU3465.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3465
 JU3465. The following values were computed from the NAD 83(1991) position.
 JU3465
 JU3465;                    North         East     Units Scale Factor Converg.
 JU3465;SPC DE       -   125,193.221   171,481.174   MT  1.00000501   -0 12 29.3
 JU3465;SPC DE       -   410,738.09    562,601.15   sFT  1.00000501   -0 12 29.3
 JU3465;SPC MD       -   162,885.819   508,385.560   MT  0.99995946   +0 47 12.3
 JU3465;SPC MD       -   534,401.22  1,667,928.29   sFT  0.99995946   +0 47 12.3
 JU3465;UTM  18      - 4,331,172.261   435,476.956   MT  0.99965126   -0 28 15.9
 JU3465
 JU3465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3465!SPC DE       -   1.00000216  x   1.00000501  =   1.00000717
 JU3465!SPC MD       -   1.00000216  x   0.99995946  =   0.99996162
 JU3465!UTM  18      -   1.00000216  x   0.99965126  =   0.99965342
 JU3465
 JU3465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3547631172(NAD 83)
 JU3465
 JU3465                          SUPERSEDED SURVEY CONTROL
 JU3465
 JU3465  NAD 83(1986)-  39 07 38.38950(N)    075 44 47.32502(W) AD(       ) 3
 JU3465  NAD 27      -  39 07 37.98914(N)    075 44 48.56839(W) AD(       ) 3
 JU3465  NGVD 29 (07/19/86)   20.6    (m)           68.     (f) VERT ANG       
 JU3465
 JU3465.Superseded values are not recommended for survey control.
 JU3465
 JU3465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3465.See file dsdata.pdf to determine how the superseded data were derived.
 JU3465
 JU3465_MARKER: 71 = BOUNDARY MONUMENT
 JU3465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3465+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2007
 JU3465
 JU3465  HISTORY     - Date     Condition        Report By
 JU3465  HISTORY     - 1976     FIRST OBSERVED   NGS
 JU3465  HISTORY     - 20070420 GOOD             GEOCAC
 JU3465
 JU3465                          STATION DESCRIPTION
 JU3465
 JU3465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JU3465'THE OLD BOUNDARY MONUMENT WAS FOUND IN THE PRONE POSITION ABOUT
 JU3465'10 FEET NORTH OF ITS COMPUTED POSITION.  THE OLD MONUMENT WAS
 JU3465'RESET AT THIS DATE.
 JU3465'
 JU3465'THE MONUMENT IS LOCATED 1 MILE NORTH OF MARYDALE, MARYLAND, AND
 JU3465'1 MILE EAST OF KEPPLEVILLE, MARYLAND.  THE PROPERTY IS OWNED BY
 JU3465'MR. MATHEW R. TARAILA.
 JU3465'
 JU3465'TO REACH THIS AREA FROM THE POST OFFICE IN TEMPLEVILLE, GO
 JU3465'EASTERLY ON STATE HIGHWAY 302 FOR 1.1 MILE TO THE MARYLAND-DELAWARE
 JU3465'STATE LINE.  CONTINUE EAST FOR 0.25 MILE TO A GRAVELED ROAD ON
 JU3465'THE RIGHT, TURN RIGHT GO SOUTHERLY ON THE GRAVELED ROAD FOR 0.95
 JU3465'MILE TO MR. TARAILAS HOUSE ON THE RIGHT, TURN RIGHT AND GO EAST
 JU3465'PASSING TO THE RIGHT OF MR. TARAILAS HOUSE FOR 0.35 MILE TO THE
 JU3465'RUINS OF AN OLD BUILDING IN THE CENTER OF A CULTIVATED FIELD,
 JU3465'TURN LEFT AND GO SOUTHERLY ACROSS THE FIELD FOR 0.15 MILE TO AN
 JU3465'EXTENDED TIMBER AREA AND THE END OF TRUCK TRAVEL.  PACK
 JU3465'SOUTHERLY THROUGH WOODS FOR 0.05 MILE TO THE STATION.
 JU3465'
 JU3465'BOUNDARY MONUMENT NUMBER 46 IS A 12 BY 12 INCH SQUARE LIMESTONE
 JU3465'MONUMENT WITH A P ON THE EAST SIDE AND AN M ON THE WEST SIDE.  THE
 JU3465'LIMESTONE POST IS SET ON A 2 X 2 FEET SQUARE CONCRETE BASE AND SET
 JU3465'IN CONCRETE TO WHERE THE OLD MONUMENT IS PROJECTING 16 INCHES.  IT
 JU3465'IS 22.7 FEET EAST OF A WITNESS POST, 12.5 FEET NORTHWEST OF A
 JU3465'20-INCH PINE TREE, AND 10 FEET WEST OF AN OLD FENCE LINE.  DUE
 JU3465'TO WATER, THERE IS NO SUB-SURFACE DISK AT THIS POINT.
 JU3465'
 JU3465'FOR ADDITIONAL INFORMATION, SEE DESCRIPTION FOR STATION
 JU3465'TARAILA 1961.
 JU3465
 JU3465                          STATION RECOVERY (2007)
 JU3465
 JU3465'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 JU3465'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3467 ***********************************************************************
 JU3467  DESIGNATION -  BOUNDARY MONUMENT 48 DE MD
 JU3467  PID         -  JU3467
 JU3467  STATE/COUNTY-  DE/KENT
 JU3467  COUNTRY     -  US
 JU3467  USGS QUAD   -  KENTON (2016)
 JU3467
 JU3467                         *CURRENT SURVEY CONTROL
 JU3467  ______________________________________________________________________
 JU3467* NAD 83(1991) POSITION- 39 09 23.02211(N) 075 44 55.72441(W)   ADJUSTED
 JU3467* NAVD 88 ORTHO HEIGHT -    20.2   (meters)       66.    (feet) VERTCON3
 JU3467  ______________________________________________________________________
 JU3467  GEOID HEIGHT    -        -34.039 (meters)                     GEOID18
 JU3467  LAPLACE CORR    -         -3.39  (seconds)                    DEFLEC18
 JU3467  HORZ ORDER      -  SECOND
 JU3467
 JU3467.The horizontal coordinates were established by classical geodetic methods
 JU3467.and adjusted by the National Geodetic Survey in January 1992.
 JU3467
 JU3467.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3467
 JU3467.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3467.GEOID18 height accuracy estimate available here.
 JU3467
 JU3467.Click photographs - Photos may exist for this station.
 JU3467
 JU3467.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3467
 JU3467. The following values were computed from the NAD 83(1991) position.
 JU3467
 JU3467;                    North         East     Units Scale Factor Converg.
 JU3467;SPC DE       -   128,420.371   171,290.974   MT  1.00000514   -0 12 35.0
 JU3467;SPC DE       -   421,325.83    561,977.14   sFT  1.00000514   -0 12 35.0
 JU3467;SPC MD       -   166,109.037   508,139.363   MT  0.99996181   +0 47 07.0
 JU3467;SPC MD       -   544,976.07  1,667,120.56   sFT  0.99996181   +0 47 07.0
 JU3467;UTM  18      - 4,334,399.109   435,301.635   MT  0.99965154   -0 28 22.2
 JU3467
 JU3467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3467!SPC DE       -   1.00000218  x   1.00000514  =   1.00000732
 JU3467!SPC MD       -   1.00000218  x   0.99996181  =   0.99996399
 JU3467!UTM  18      -   1.00000218  x   0.99965154  =   0.99965372
 JU3467
 JU3467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3530134399(NAD 83)
 JU3467
 JU3467                          SUPERSEDED SURVEY CONTROL
 JU3467
 JU3467  NAD 83(1986)-  39 09 23.01290(N)    075 44 55.73478(W) AD(       ) 2
 JU3467  NAD 27      -  39 09 22.61450(N)    075 44 56.97810(W) AD(       ) 2
 JU3467  NGVD 29 (07/19/86)   20.4    (m)           67.     (f) VERT ANG       
 JU3467
 JU3467.Superseded values are not recommended for survey control.
 JU3467
 JU3467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3467.See file dsdata.pdf to determine how the superseded data were derived.
 JU3467
 JU3467_MARKER: 71 = BOUNDARY MONUMENT
 JU3467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3467+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2007
 JU3467
 JU3467  HISTORY     - Date     Condition        Report By
 JU3467  HISTORY     - 1961     FIRST OBSERVED   CGS
 JU3467  HISTORY     - 20071012 GOOD             GEOCAC
 JU3467
 JU3467                          STATION DESCRIPTION
 JU3467
 JU3467'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3467'THE STATION IS LOCATED IN A DENSE WOODS AND LOW SWAMP AREA, ON
 JU3467'PROPERTY OWNED BY MR. SZELESTEI, ABOUT 2.0 MILES SOUTHWEST OF
 JU3467'HARTLY, DELAWARE AND ABOUT 1.5 MILES NORTHEAST OF TEMPLEVILLE,
 JU3467'MARYLAND.  IT IS A 12-INCH SQUARE MONUMENT PROJECTING ABOUT
 JU3467'30 INCHES ABOVE THE SURFACE OF THE GROUND, BADLY ERODED AT THE
 JU3467'BOTTOM, THE UPPER PART IS IN GOOD CONDITION, BUT SLIGHTLY OUT OF
 JU3467'PLUMB.  IT IS 87.7 FEET SOUTHWEST OF A STANDARD METAL WITNESS
 JU3467'POST AND MARKER, 79.0 FEET SOUTHWEST OF A 8-INCH TRIANGULAR
 JU3467'BLAZED OAK TREE.
 JU3467'
 JU3467'TO REACH STATION WONDER FROM THE POST OFFICE IN TEMPLEVILLE,
 JU3467'MARYLAND.  GO EAST ABOUT 100 YARDS TO A SIDE ROAD LEFT.  TURN
 JU3467'LEFT AND GO NORTH-NORTHEAST ON A GRAVELED ROAD FOR 2.0 MILES
 JU3467'TO A TRIANGULAR BLAZED TREE ON THE RIGHT AT A PILE OF RUBBISH
 JU3467'AND NO DUMPING SIGN AND A DIM TRACK ROAD.  TURN RIGHT AND GO
 JU3467'SOUTH ON THE WOODS ROAD FOR 0.3 MILE TO A DIM CROSS ROAD AND
 JU3467'A TRIANGULAR BLAZED TREE ON THE RIGHT IN A REASONABLE OPEN
 JU3467'AREA IN THE WOODS.  TURN RIGHT AND GO EAST-NORTHEAST ON A
 JU3467'WOODS ROAD FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 JU3467'CONTINUE EAST ON THE WOODS ROAD FOR 0.15 MILE TO A FORK,
 JU3467'ABOUT 100.0 FEET BEFORE REACHING THE CORNER OF A CULTIVATED
 JU3467'FIELD AND AN OLD BRIDGE OVER A DITCH, THE BRIDGE IS IN
 JU3467'POOR CONDITION.  TURN SHARP LEFT AND GO
 JU3467'SOUTH-SOUTHWEST ON A TRACK WOODS ROAD FOR 0.3 MILE, KEEPING
 JU3467'THE MAIN TRAVELED ROAD TO A TRIANGULAR BLAZED TREE ON THE
 JU3467'LEFT.  TURN LEFT AND GO SOUTHEAST ON A VERY DIM TRACK
 JU3467'WOODS ROAD FOR 0.15 MILE TO A STANDARD METAL WITNESS POST
 JU3467'AND MARKER, THE BOUNDARY MONUMENT AND THE STATION.
 JU3467'
 JU3467'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WONDER,
 JU3467'DISTANCE BEING 25.228 METERS AND (82.70 FEET) SOUTHWEST OF
 JU3467'STATION WONDER.
 JU3467
 JU3467                          STATION RECOVERY (2007)
 JU3467
 JU3467'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 JU3467'THE STONE IS ERECT AND STABLE.  TO REACH FROM THE INTERSECTION OF
 JU3467'DELAWARE  STATE HIGHWAY 11 AND DELAWARE STATE HIGHWAY 44 IN HARTLY, GO
 JU3467'SOUTHWEST ON DELAWARE STATE HIGHWAY 11 FOR ABOUT 1.5 MILES TO THE
 JU3467'INTERSECTION WITH BUTTERPAT ROAD (MAY BE LABELED AS BUTTERNUT ROAD ON
 JU3467'
 JU3467'SOME MAPS).  TURN RIGHT AND GO NORTHWEST ON BUTTERPAT ROAD FOR ABOUT
 JU3467'1.0 MILES TO HOUSE NUMBER 757 ON THE LEFT, AND A FARM ROAD LEADING
 JU3467'WEST ON THE NORTH SIDE OF THE PROPERTY.  TURN LEFT AND GO
 JU3467'WEST-SOUTHWEST ON THE FARM ROAD, ALONG THE NORTH SIDE OF A DITCH, FOR
 JU3467'
 JU3467'ABOUT 0.55 MILES TO A PIPE CROSSING ON THE LEFT.  TURN LEFT, CROSS THE
 JU3467'DITCH AND GO SOUTHWEST AND WEST ON A DIM TRACK ROAD FOR ABOUT 0.14
 JU3467'MILES TO A CLEARING IN THE WOODS, THE INTERSECTION OF SEVERAL TRACK
 JU3467'ROADS, AND THE STONE.  THE PROPERTY OWNER LIVES AT THE LARGE FARMSTEAD
 JU3467'0.9 MILES NORTH-NORTHEAST OF THE STONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3472 ***********************************************************************
 JU3472  DESIGNATION -  BOUNDARY MONUMENT 49 DE MD
 JU3472  PID         -  JU3472
 JU3472  STATE/COUNTY-  DE/KENT
 JU3472  COUNTRY     -  US
 JU3472  USGS QUAD   -  KENTON (2016)
 JU3472
 JU3472                         *CURRENT SURVEY CONTROL
 JU3472  ______________________________________________________________________
 JU3472* NAD 83(1991) POSITION- 39 10 15.14941(N) 075 44 59.87355(W)   ADJUSTED
 JU3472* NAVD 88 ORTHO HEIGHT -    21.8   (meters)       72.    (feet) VERTCON3
 JU3472  ______________________________________________________________________
 JU3472  GEOID HEIGHT    -        -33.990 (meters)                     GEOID18
 JU3472  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 JU3472  HORZ ORDER      -  SECOND
 JU3472
 JU3472.The horizontal coordinates were established by classical geodetic methods
 JU3472.and adjusted by the National Geodetic Survey in January 1992.
 JU3472
 JU3472.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3472
 JU3472.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3472.GEOID18 height accuracy estimate available here.
 JU3472
 JU3472.Click photographs - Photos may exist for this station.
 JU3472
 JU3472.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3472
 JU3472. The following values were computed from the NAD 83(1991) position.
 JU3472
 JU3472;                    North         East     Units Scale Factor Converg.
 JU3472;SPC DE       -   130,028.262   171,197.260   MT  1.00000521   -0 12 37.9
 JU3472;SPC DE       -   426,601.06    561,669.68   sFT  1.00000521   -0 12 37.9
 JU3472;SPC MD       -   167,714.989   508,017.745   MT  0.99996307   +0 47 04.4
 JU3472;SPC MD       -   550,244.93  1,666,721.55   sFT  0.99996307   +0 47 04.4
 JU3472;UTM  18      - 4,336,006.844   435,215.337   MT  0.99965168   -0 28 25.4
 JU3472
 JU3472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3472!SPC DE       -   1.00000191  x   1.00000521  =   1.00000712
 JU3472!SPC MD       -   1.00000191  x   0.99996307  =   0.99996498
 JU3472!UTM  18      -   1.00000191  x   0.99965168  =   0.99965359
 JU3472
 JU3472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3521536006(NAD 83)
 JU3472
 JU3472                          SUPERSEDED SURVEY CONTROL
 JU3472
 JU3472  NAD 83(1986)-  39 10 15.14028(N)    075 44 59.88375(W) AD(       ) 2
 JU3472  NAD 27      -  39 10 14.74210(N)    075 45 01.12680(W) AD(       ) 2
 JU3472  NGVD 29 (03/25/91)   22.1    (m)           73.     (f) VERT ANG       
 JU3472  NGVD 29 (07/19/86)   21.5    (m)           71.     (f) VERT ANG       
 JU3472
 JU3472.Superseded values are not recommended for survey control.
 JU3472
 JU3472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3472.See file dsdata.pdf to determine how the superseded data were derived.
 JU3472
 JU3472_MARKER: 71 = BOUNDARY MONUMENT
 JU3472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3472+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2007
 JU3472
 JU3472  HISTORY     - Date     Condition        Report By
 JU3472  HISTORY     - 1961     FIRST OBSERVED   CGS
 JU3472  HISTORY     - 20070706 GOOD             GEOCAC
 JU3472
 JU3472                          STATION DESCRIPTION
 JU3472
 JU3472'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3472'THE STATION IS LOCATED IN A DENSE WOODS AND VERY SWAMPY LAND,
 JU3472'2.0 MILES WEST OF HARTLY, DELAWARE, 2-1/2 MILES NORTH-NORTHEAST
 JU3472'OF TEMPLEVILLE, MARYLAND AND ON PROPERTY OWNED BY MR. STEVE
 JU3472'SZELESTEI.
 JU3472'
 JU3472'THE BOUNDARY MONUMENT WAS RECOVERED BROKEN OR ERODED OFF WITH
 JU3472'THE TOP PORTION LYING IN A PRONE POSITION.  THE REMAINING BASE
 JU3472'IS BADLY ERODED.  THE TOP IS IN EXCELLENT CONDITION.  THE
 JU3472'POINT MEASURED TO AND OBSERVED TO WAS A CROSS MARK SCRIBED
 JU3472'IN THE FOUNDATION OF THE MONUMENT.  THE FOUNDATION IS LOCATED
 JU3472'35.0 FEET WEST-NORTHWEST OF A 12-INCH TRIANGULAR BLAZED MAPLE
 JU3472'TREE AND 74.6 FEET WEST OF A STANDARD METAL WITNESS POST AND
 JU3472'MARKER.
 JU3472'
 JU3472'A TRAVERSE MEASUREMENT WAS MADE TO TRIANGULATION STATION
 JU3472'SZELESTEI 1961 BEING 24.629 METERS WEST-NORTHWEST OF THE STATION.
 JU3472
 JU3472                          STATION RECOVERY (2007)
 JU3472
 JU3472'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 JU3472'THE STONE IS LOCATED IN A HEAVILY WOODED AREA, AND IS ERECT AND
 JU3472'STABLE.  TO REACH FROM THE INTERSECTION OF US HIGHWAY 301 AND MARYLAND
 JU3472'STATE HIGHWAY 300 (SUDLERSVILLE ROAD),  GO EASTERLY ON MD STATE
 JU3472'HIGHWAY 300 FOR ABOUT 8.5 MILES TO THE INTERSECTION WITH
 JU3472'ANDERSON CORNER ROAD.  TURN RIGHT AND GO SOUTHEAST ON ANDERSON CORNER
 JU3472'ROAD FOR ABOUT 1.5 MILES TO THE STATE BOUNDARY LINE.  CONTINUE
 JU3472'SOUTHEAST, NOW ON BUTTERPAT ROAD, FOR ABOUT 0.6 MILES TO THE SZELESTEI
 JU3472'FARM ON THE RIGHT.  FROM THE NORTHWEST CORNER OF THE FARM
 JU3472'YARD, PACK WEST FOR ABOUT 80 FEET TO AN EARTHEN CROSS-OVER OF AN
 JU3472'EAST-WEST DRAINAGE DITCH.  TURN RIGHT AND PACK NORTH ALONG THE WEST
 JU3472'SIDE OF A NORTH-SOUTH DRAINAGE DITCH FOR ABOUT 0.1 MILES TO A DIM
 JU3472'TRACK ROAD LEADING WEST.  TURN LEFT AND PACK WESTERLY ALONG THE DIM
 JU3472'TRACK ROAD FOR ABOUT 250 FEET TO THE STONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2021 ***********************************************************************
 HU2021  DESIGNATION -  BOUNDARY MONUMENT 5 DEL MD
 HU2021  PID         -  HU2021
 HU2021  STATE/COUNTY-  DE/SUSSEX
 HU2021  COUNTRY     -  US
 HU2021  USGS QUAD   -  SHARPTOWN (2016)
 HU2021
 HU2021                         *CURRENT SURVEY CONTROL
 HU2021  ______________________________________________________________________
 HU2021* NAD 83(1991) POSITION- 38 31 57.24508(N) 075 41 57.66610(W)   ADJUSTED
 HU2021* NAVD 88 ORTHO HEIGHT -    10.7   (meters)       35.    (feet) VERTCON3
 HU2021  ______________________________________________________________________
 HU2021  GEOID HEIGHT    -        -35.588 (meters)                     GEOID18
 HU2021  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 HU2021  HORZ ORDER      -  SECOND
 HU2021
 HU2021.The horizontal coordinates were established by classical geodetic methods
 HU2021.and adjusted by the National Geodetic Survey in January 1992.
 HU2021
 HU2021.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2021
 HU2021.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2021.GEOID18 height accuracy estimate available here.
 HU2021
 HU2021.Click photographs - Photos may exist for this station.
 HU2021
 HU2021.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2021
 HU2021. The following values were computed from the NAD 83(1991) position.
 HU2021
 HU2021;                    North         East     Units Scale Factor Converg.
 HU2021;SPC DE       -    59,153.451   175,351.811   MT  1.00000248   -0 10 34.0
 HU2021;SPC DE       -   194,072.61    575,300.07   sFT  1.00000248   -0 10 34.0
 HU2021;SPC MD       -    96,926.336   513,400.541   MT  0.99996769   +0 48 58.8
 HU2021;SPC MD       -   317,999.15  1,684,381.61   sFT  0.99996769   +0 48 58.8
 HU2021;UTM  18      - 4,265,138.993   439,045.146   MT  0.99964575   -0 26 08.5
 HU2021
 HU2021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2021!SPC DE       -   1.00000391  x   1.00000248  =   1.00000639
 HU2021!SPC MD       -   1.00000391  x   0.99996769  =   0.99997160
 HU2021!UTM  18      -   1.00000391  x   0.99964575  =   0.99964966
 HU2021
 HU2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3904565138(NAD 83)
 HU2021
 HU2021                          SUPERSEDED SURVEY CONTROL
 HU2021
 HU2021  NAD 83(1986)-  38 31 57.24029(N)    075 41 57.68673(W) AD(       ) 2
 HU2021  NAD 27      -  38 31 56.82680(N)    075 41 58.92940(W) AD(       ) 2
 HU2021  NGVD 29 (07/19/86)   10.9    (m)           36.     (f) VERT ANG       
 HU2021
 HU2021.Superseded values are not recommended for survey control.
 HU2021
 HU2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2021.See file dsdata.pdf to determine how the superseded data were derived.
 HU2021
 HU2021_MARKER: 71 = BOUNDARY MONUMENT
 HU2021_MARK LOGO: CGS
 HU2021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2021+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1984
 HU2021
 HU2021  HISTORY     - Date     Condition        Report By
 HU2021  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU2021  HISTORY     - 1962     GOOD             CGS
 HU2021  HISTORY     - 1976     SEE DESCRIPTION  NGS
 HU2021  HISTORY     - 19840618 GOOD             NGS
 HU2021
 HU2021                          STATION DESCRIPTION
 HU2021
 HU2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU2021'THE STATION IS THE SMALL CROSS INSCRIBED IN THE TOP AND CENTER
 HU2021'OF THE BOUNDARY MONUMENT NO. 5.  LOCATED ABOUT 1.0 MILE
 HU2021'EAST-SOUTHEAST OF SHARPTOWN, MARYLAND, ALONG THE EAST SIDE OF A
 HU2021'NORTH AND SOUTH TRACK ROAD AND ON PROPERTY OWNED BY MR. RIDER.  IT
 HU2021'IS A 12-INCH SQUARE GRANITE STONE PROJECTING ABOUT 30 INCHES
 HU2021'ABOVE THE SURFACE OF THE GROUND, WITH THE COAT OF ARMS ON THE
 HU2021'EAST AND WEST SIDES AND IS CHIPPED ON THE EAST SIDE NEAR THE
 HU2021'TOP.  THE MONUMENT IS PLUMB AND IN GENERAL GOOD CONDITION.
 HU2021'A SMALL CROSS WAS INSCRIBED IN ITS TOP AND CENTER FOR TRAVERSE
 HU2021'PURPOSE.  IT IS 69.5 FEET NORTH OF A STANDARD METAL WITNESS
 HU2021'POST AND MARKER, 42.0 FEET NORTH-NORTHWEST OF A TWIN TRUNKED
 HU2021'TRIANGULAR BLAZED WHITE OAK TREE.
 HU2021'
 HU2021'THE MONUMENT IS LOCATED ABOUT 5 MILES NORTH OF THE
 HU2021'MARYLAND-DELAWARE CORNER BOUNDARY 6 MILES WEST-NORTHWEST OF DELMAR
 HU2021'AND 1 MILE EAST OF SHARPTOWN.  IT IS ON ROAD RIGHT-OF-WAY.
 HU2021'
 HU2021'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SHARPTOWN,
 HU2021'DISTANCE BEING 19.240 METERS AND (63.123) FEET NORTH OF STATION
 HU2021'SHARPTOWN.
 HU2021
 HU2021                          STATION RECOVERY (1962)
 HU2021
 HU2021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HU2021'RECOVERED IN GOOD CONDITION.
 HU2021
 HU2021                          STATION RECOVERY (1976)
 HU2021
 HU2021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU2021'THE OLD MONUMENT WAS FOUND ABOUT 5 MILES EAST OF THE ORIGINAL POINT,
 HU2021'IN THE PRONE POSITION IN THE FRONT OF A BARN OWNED BY MR. DONALD
 HU2021'RALPH.  MR. RALPH HAD FOUND THE MONUMENT ALONG A ROAD WITH A CHAIN
 HU2021'AROUND IT.  THE OLD MONUMENT HAS DEEP CHAIN MARKS AROUND THE
 HU2021'UPPER PART OF IT.  THE OLD MONUMENT WAS RESET IN THE SAME
 HU2021'POSITION AS IT WAS FOUND IN 1961.
 HU2021'
 HU2021'THE MONUMENT IS LOCATED ABOUT 5 MILES NORTH OF THE
 HU2021'MARYLAND-DELAWARE CORNER BOUNDARY 6 MILES WEST-NORTHWEST OF DELMAR
 HU2021'AND 1 MILE EAST OF SHARPTOWN.  IT IS ON ROAD RIGHT-OF-WAY.
 HU2021'
 HU2021'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 313 AND 348 IN
 HU2021'SHARPTOWN, GO EAST ON STATE HIGHWAY 348 FOR 1.7 MILES TO A SIDE
 HU2021'ROAD LEFT AT THE STATE LINE.  TURN LEFT AND GO NORTH ON A DIRT
 HU2021'ROAD FOR 0.75 MILE TO THE MONUMENT ON THE RIGHT.
 HU2021'
 HU2021'THE SURFACE MARK IS A MARYLAND-DELAWARE CROWN STONE WITH A SMALL
 HU2021'CROSS CUT IN THE APEX OF THE 12-INCH SQUARE LIMESTONE MONUMENT WHICH
 HU2021'PROJECTS 2-1/2 FEET.  THE SUB-SURFACE IS MARKED WITH A
 HU2021'MARYLAND-DELAWARE BOUNDARY DISK STAMPED N-S NO. 5 1976, SET IN AN
 HU2021'8-INCH MASS OF CONCRETE 42 INCHES BELOW THE SURFACE.  THEY ARE
 HU2021'66 FEET NORTH OF A WITNESS POST, 42 FEET NORTH OF A TRIANGULAR
 HU2021'BLAZED TREE, 7 FEET EAST OF THE CENTER OF THE SAND ROAD, AND
 HU2021'1.3 FEET NORTHEAST OF A WITNESS POST.
 HU2021'
 HU2021'FOR ADDITIONAL INFORMATION, SEE DESCRIPTION FOR TRIANGULATION
 HU2021'STATION SHARPTOWN.
 HU2021
 HU2021                          STATION RECOVERY (1984)
 HU2021
 HU2021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HU2021'THE MONUMENT IS LOCATED ABOUT 5 MILES NORTH OF THE
 HU2021'MARYLAND-DELAWARE CORNER BOUNDARY 6 MILES WEST-NORTHWEST OF DELMAR
 HU2021'AND 1 MILE EAST OF SHARPTOWN.  IT IS ON ROAD RIGHT-OF-WAY.
 HU2021'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 313 AND 348 IN
 HU2021'SHARPTOWN, GO EAST ON STATE HIGHWAY 348 FOR 1.7 MILES TO A SIDE
 HU2021'ROAD LEFT AT THE STATE LINE.  TURN LEFT AND GO NORTH ON A DIRT
 HU2021'ROAD FOR 0.75 MILE TO THE MONUMENT ON THE RIGHT.
 HU2021'THE SURFACE MARK IS A MARYLAND-DELAWARE CROWN STONE WITH A SMALL
 HU2021'CROSS CUT IN THE APEX OF THE 12-INCH SQUARE LIMESTONE MONUMENT WHICH
 HU2021'PROJECTS 2-1/2 FEET.  THE SUB-SURFACE IS MARKED WITH A
 HU2021'MARYLAND-DELAWARE BOUNDARY DISK STAMPED N-S NO. 5 1976, SET IN AN
 HU2021'8-INCH MASS OF CONCRETE 42 INCHES BELOW THE SURFACE.  THEY ARE
 HU2021'66 FEET NORTH OF A WITNESS POST, 42 FEET NORTH OF A TRIANGULAR
 HU2021'BLAZED TREE, 7 FEET EAST OF THE CENTER OF THE SAND ROAD, AND
 HU2021'1.3 FEET NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3473 ***********************************************************************
 JU3473  DESIGNATION -  BOUNDARY MONUMENT 50 DE MD
 JU3473  PID         -  JU3473
 JU3473  STATE/COUNTY-  DE/KENT
 JU3473  COUNTRY     -  US
 JU3473  USGS QUAD   -  SUDLERSVILLE (2017)
 JU3473
 JU3473                         *CURRENT SURVEY CONTROL
 JU3473  ______________________________________________________________________
 JU3473* NAD 83(1991) POSITION- 39 11 07.09132(N) 075 45 04.05092(W)   ADJUSTED
 JU3473* NAVD 88 ORTHO HEIGHT -    21.1   (meters)       69.    (feet) VERTCON3
 JU3473  ______________________________________________________________________
 JU3473  GEOID HEIGHT    -        -33.943 (meters)                     GEOID18
 JU3473  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 JU3473  HORZ ORDER      -  SECOND
 JU3473
 JU3473.The horizontal coordinates were established by classical geodetic methods
 JU3473.and adjusted by the National Geodetic Survey in January 1992.
 JU3473
 JU3473.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3473
 JU3473.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3473.GEOID18 height accuracy estimate available here.
 JU3473
 JU3473.Click photographs - Photos may exist for this station.
 JU3473
 JU3473.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3473
 JU3473. The following values were computed from the NAD 83(1991) position.
 JU3473
 JU3473;                    North         East     Units Scale Factor Converg.
 JU3473;SPC DE       -   131,630.443   171,102.890   MT  1.00000528   -0 12 40.8
 JU3473;SPC DE       -   431,857.55    561,360.06   sFT  1.00000528   -0 12 40.8
 JU3473;SPC MD       -   169,315.223   507,895.568   MT  0.99996440   +0 47 01.8
 JU3473;SPC MD       -   555,495.03  1,666,320.71   sFT  0.99996440   +0 47 01.8
 JU3473;UTM  18      - 4,337,608.876   435,128.359   MT  0.99965182   -0 28 28.6
 JU3473
 JU3473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3473!SPC DE       -   1.00000202  x   1.00000528  =   1.00000730
 JU3473!SPC MD       -   1.00000202  x   0.99996440  =   0.99996642
 JU3473!UTM  18      -   1.00000202  x   0.99965182  =   0.99965384
 JU3473
 JU3473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3512837608(NAD 83)
 JU3473
 JU3473                          SUPERSEDED SURVEY CONTROL
 JU3473
 JU3473  NAD 83(1986)-  39 11 07.08228(N)    075 45 04.06101(W) AD(       ) 2
 JU3473  NAD 27      -  39 11 06.68430(N)    075 45 05.30410(W) AD(       ) 2
 JU3473  NGVD 29 (03/25/91)   21.3    (m)           70.     (f) VERT ANG       
 JU3473  NGVD 29 (07/19/86)   22.0    (m)           72.     (f) VERT ANG       
 JU3473
 JU3473.Superseded values are not recommended for survey control.
 JU3473
 JU3473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3473.See file dsdata.pdf to determine how the superseded data were derived.
 JU3473
 JU3473_MARKER: 71 = BOUNDARY MONUMENT
 JU3473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3473+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2008
 JU3473
 JU3473  HISTORY     - Date     Condition        Report By
 JU3473  HISTORY     - 1961     FIRST OBSERVED   CGS
 JU3473  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 JU3473  HISTORY     - 20080314 GOOD             GEOCAC
 JU3473  HISTORY     - 20191101 GOOD             INDIV
 JU3473
 JU3473                          STATION DESCRIPTION
 JU3473
 JU3473'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3473'THE STATION IS LOCATED IN A DENSE LOW SWAMPY WOODS LAND, ON
 JU3473'PROPERTY OF MRS MARTHA G. WALMSLEY, ABOUT 6.0 MILES EAST OF
 JU3473'SUDLERSVILLE, MARYLAND, 3.5 MILES NORTH-NORTHEAST OF TEMPLEVILLE,
 JU3473'MARYLAND AND 2.5 MILES NORTHWEST OF HARTLY, DELAWARE.  IT IS A
 JU3473'12-INCH SQUARE STONE PROJECTING ABOUT 24 INCHES ABOVE THE
 JU3473'SURFACE OF THE GROUND WITH THE COAT OF ARMS INSCRIBED ON THE
 JU3473'EAST AND WEST SIDES.  THE MONUMENT HAS BEEN PREVIOUSLY BROKEN
 JU3473'OFF ABOUT 10 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 JU3473'PRESENTLY JUST SITTING IN ITS ORIGINAL PLACE.  THE UPPER PART IS IN
 JU3473'GOOD CONDITION.  A SMALL CROSS WAS ETCHED IN ITS TOP AND
 JU3473'CENTER FOR TRAVERSE CONNECTION AND INTERSECTION PURPOSE.  IT
 JU3473'IS 76.3 FEET SOUTHEAST OF A STANDARD METAL WITNESS POST AND
 JU3473'MARKER AND 66.5 FEET SOUTHEAST OF AN 18-INCH TRIANGULAR
 JU3473'BLAZED TREE.
 JU3473'
 JU3473'TO REACH STATION WALMSLEY FROM THE CROSSROADS IN SUDLERSVILLE.  GO
 JU3473'EASTERLY ON STATE HIGHWAY 300 FOR 5.0 MILES TO A FORK AT A POINT
 JU3473'WHERE HIGHWAY 300 CURVES TO THE LEFT.  CONTINUE STRAIGHT AHEAD
 JU3473'ON A GRAVELED ROAD FOR 0.65 MILE TO A DIM TRACK WOODS
 JU3473'ROAD.  TURN LEFT AND GO NORTHEAST ON THE WOODS TRACK ROAD FOR
 JU3473'0.25 MILE TO A WOODS CROSSROAD.  TURN SHARP RIGHT AND GO ABOUT
 JU3473'100.0 FEET TO A STANDARD METAL WITNESS POST AND THE STATION.
 JU3473'
 JU3473'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WALMSLEY,
 JU3473'DISTANCE BEING 24.170 METERS AND 79.30 FEET SOUTHEAST OF
 JU3473'STATION WALMSLEY.
 JU3473
 JU3473                          STATION RECOVERY (2004)
 JU3473
 JU3473'RECOVERY NOTE BY US POWER SQUADRON 2004 (KN)
 JU3473'MARK NOT FOUND.
 JU3473
 JU3473                          STATION RECOVERY (2008)
 JU3473
 JU3473'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 JU3473'THE STONE IS CROWN STONE WITH THE ARMORIAL CRESTS OF THE PENN FAMILY
 JU3473'ON THE EAST FACE AND THE ARMORIAL CREST OF THE CALVERT FAMILY ON THE
 JU3473'WEST FACE.  THE STONE IS IN OVERALL GOOD CONDITION, THOUGH IT LEANS TO
 JU3473'THE SOUTH BY ABOUT ONE DEGREE.  THERE IS A LARGE CHIP MISSING FROM
 JU3473'THE SOUTHWEST CORNER OF THE TOP, AND THE SOUTHEAST ONE-THIRD OF THE
 JU3473'TOP IS BADLY DAMAGED.  THERE IS A VERY LARGE CHIP MISSING FROM THE
 JU3473'NORTHEAST VERTICAL EDGE NEAR THE TOP.  THERE IS A HORIZONTAL CRACK
 JU3473'AROUND THE ENTIRE STONE ABOUT SIX INCHES ABOVE THE GROUND.  TO REACH
 JU3473'FROM THE INTERSECTION OF MD STATE HIGHWAYS 300 AND 313 IN
 JU3473'SUDLERSVILLE, MD, GO EASTERLY ON MD STATE HIGHWAY 300 FOR ABOUT 5.2
 JU3473'MILES TO THE INTERSECTION WITH ANDERSON CORNER ROAD.  TURN RIGHT AND
 JU3473'GO SOUTHEAST ON ANDERSON CORNER ROAD FOR ABOUT 1.0 MILES TO THE
 JU3473'SOUTHWEST CORNER OF A LARGE PASTURE ON THE EAST SIDE OF THE ROAD.
 JU3473'FROM THE SOUTHWEST CORNER OF THE PASTURE, PACK NORTHEAST FOR ABOUT 600
 JU3473'FEET TO THE SOUTHEAST CORNER OF THE PASTURE, THEN PACK NORTHWEST FOR
 JU3473'ABOUT 400 FEET TO A DRAINAGE DITCH RUNNING NORTHEAST THROUGH THE
 JU3473'WOODS.  PACK NORTHEAST ALONG THE SOUTH SIDE OF THE DITCH FOR ABOUT
 JU3473'300 FEET (UNTIL REACHING HIGHER GROUND PAST THE SWAMP TO THE SOUTH),
 JU3473'AND THEN PACK SOUTHEAST THROUGH THE WOODS FOR ABOUT 700 FEET TO THE
 JU3473'STONE.  THE PROPERTY OWNER LIVES AT MAR DEL VIEW FARM, ABOUT 0.65
 JU3473'MILES NORTHWEST OF THE STONE.
 JU3473
 JU3473                          STATION RECOVERY (2019)
 JU3473
 JU3473'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (JMP)
 JU3473'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3475 ***********************************************************************
 JU3475  DESIGNATION -  BOUNDARY MONUMENT 51 DE MD
 JU3475  PID         -  JU3475
 JU3475  STATE/COUNTY-  DE/KENT
 JU3475  COUNTRY     -  US
 JU3475  USGS QUAD   -  SUDLERSVILLE (2017)
 JU3475
 JU3475                         *CURRENT SURVEY CONTROL
 JU3475  ______________________________________________________________________
 JU3475* NAD 83(1991) POSITION- 39 11 59.33912(N) 075 45 08.22860(W)   ADJUSTED
 JU3475* NAVD 88 ORTHO HEIGHT -    18.4   (meters)       60.    (feet) VERTCON3
 JU3475  ______________________________________________________________________
 JU3475  GEOID HEIGHT    -        -33.900 (meters)                     GEOID18
 JU3475  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC18
 JU3475  HORZ ORDER      -  SECOND
 JU3475
 JU3475.The horizontal coordinates were established by classical geodetic methods
 JU3475.and adjusted by the National Geodetic Survey in January 1992.
 JU3475
 JU3475.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3475
 JU3475.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3475.GEOID18 height accuracy estimate available here.
 JU3475
 JU3475.Click photographs - Photos may exist for this station.
 JU3475
 JU3475.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3475
 JU3475. The following values were computed from the NAD 83(1991) position.
 JU3475
 JU3475;                    North         East     Units Scale Factor Converg.
 JU3475;SPC DE       -   133,242.063   171,008.590   MT  1.00000534   -0 12 43.6
 JU3475;SPC DE       -   437,145.00    561,050.68   sFT  1.00000534   -0 12 43.6
 JU3475;SPC MD       -   170,924.897   507,773.296   MT  0.99996580   +0 46 59.2
 JU3475;SPC MD       -   560,776.10  1,665,919.56   sFT  0.99996580   +0 46 59.2
 JU3475;UTM  18      - 4,339,220.342   435,041.498   MT  0.99965195   -0 28 31.7
 JU3475
 JU3475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3475!SPC DE       -   1.00000244  x   1.00000534  =   1.00000778
 JU3475!SPC MD       -   1.00000244  x   0.99996580  =   0.99996824
 JU3475!UTM  18      -   1.00000244  x   0.99965195  =   0.99965439
 JU3475
 JU3475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3504139220(NAD 83)
 JU3475
 JU3475                          SUPERSEDED SURVEY CONTROL
 JU3475
 JU3475  NAD 83(1986)-  39 11 59.33014(N)    075 45 08.23853(W) AD(       ) 2
 JU3475  NAD 27      -  39 11 58.93190(N)    075 45 09.48150(W) AD(       ) 2
 JU3475  USSD        -  39 11 59.32400(N)    075 45 09.29800(W) AD(       ) 3
 JU3475  NGVD 29 (07/19/86)   18.6    (m)           61.     (f) VERT ANG       
 JU3475
 JU3475.Superseded values are not recommended for survey control.
 JU3475
 JU3475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3475.See file dsdata.pdf to determine how the superseded data were derived.
 JU3475
 JU3475_MARKER: 71 = BOUNDARY MONUMENT
 JU3475
 JU3475  HISTORY     - Date     Condition        Report By
 JU3475  HISTORY     - 1961     FIRST OBSERVED   CGS
 JU3475  HISTORY     - 20041026 GOOD             USPSQD
 JU3475
 JU3475                          STATION DESCRIPTION
 JU3475
 JU3475'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3475'BOUNDARY MONUMENT NO. 51 IS LOCATED IN A NORTH AND SOUTH
 JU3475'PROPERTY FENCE LINE, 3.0 MILES NORTHWEST OF HARTLY, DELAWARE,
 JU3475'5.0 MILES WEST-SOUTHWEST OF KENTON, DELAWARE, 6.0 MILES EAST OF
 JU3475'SUDLERSVILLE AND ON PROPERTY OWNED BY MRS. EARNEST FORD.
 JU3475'
 JU3475'BOUNDARY MONUMENT NO. 51 IS A 12 X 12 INCH LIMESTONE MONUMENT
 JU3475'WITH THE LETTERS M AND P ON THE EAST AND WEST SIDES AND PROJECTS
 JU3475'ABOUT 20 INCHES ABOVE THE GROUND SURFACE.  THE MONUMENT IS FIRMLY
 JU3475'SET AND IS IN EXCELLENT CONDITION EXCEPT THE CORNERS ARE SLIGHTLY
 JU3475'CHIPPED.  IT IS LOCATED 1.5 FEET WEST OF A NORTH AND SOUTH FENCE
 JU3475'LINE, 3.0 FEET NORTH OF A LARGE LONE WILD CHERRY TREE AND 97.0
 JU3475'FEET NORTH OF A FIELD ENTRANCE.
 JU3475'
 JU3475'THE POINT OBSERVED AND MEASURED TO WAS A CROSS MARK SCRIBED IN THE
 JU3475'APEX OF THE MONUMENT.  A TRAVERSE CONNECTION WAS MADE TO
 JU3475'TRIANGULATION STATION FORD 1961, DISTANCE BEING 25.783 METERS
 JU3475'84.59 FEET.
 JU3475
 JU3475                          STATION RECOVERY (2004)
 JU3475
 JU3475'RECOVERY NOTE BY US POWER SQUADRON 2004 (KN)
 JU3475'REFERENCED CHERRY IS NOW A HOLLOW STUMP, MONUMENT IS 131.4 FEET N OF
 JU3475'THE CENTERLINE OF HIGHWAY 300.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3478 ***********************************************************************
 JU3478  DESIGNATION -  BOUNDARY MONUMENT 52 DE MD
 JU3478  PID         -  JU3478
 JU3478  STATE/COUNTY-  DE/KENT
 JU3478  COUNTRY     -  US
 JU3478  USGS QUAD   -  SUDLERSVILLE (2017)
 JU3478
 JU3478                         *CURRENT SURVEY CONTROL
 JU3478  ______________________________________________________________________
 JU3478* NAD 83(1991) POSITION- 39 12 51.43056(N) 075 45 12.36562(W)   ADJUSTED
 JU3478* NAVD 88 ORTHO HEIGHT -    16.2   (meters)       53.    (feet) VERTCON3
 JU3478  ______________________________________________________________________
 JU3478  GEOID HEIGHT    -        -33.858 (meters)                     GEOID18
 JU3478  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 JU3478  HORZ ORDER      -  SECOND
 JU3478
 JU3478.The horizontal coordinates were established by classical geodetic methods
 JU3478.and adjusted by the National Geodetic Survey in January 1992.
 JU3478
 JU3478.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3478
 JU3478.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3478.GEOID18 height accuracy estimate available here.
 JU3478
 JU3478.Click photographs - Photos may exist for this station.
 JU3478
 JU3478.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3478
 JU3478. The following values were computed from the NAD 83(1991) position.
 JU3478
 JU3478;                    North         East     Units Scale Factor Converg.
 JU3478;SPC DE       -   134,848.863   170,915.291   MT  1.00000541   -0 12 46.5
 JU3478;SPC DE       -   442,416.64    560,744.58   sFT  1.00000541   -0 12 46.5
 JU3478;SPC MD       -   172,529.772   507,652.106   MT  0.99996726   +0 46 56.6
 JU3478;SPC MD       -   566,041.43  1,665,521.95   sFT  0.99996726   +0 46 56.6
 JU3478;UTM  18      - 4,340,826.986   434,955.617   MT  0.99965209   -0 28 34.9
 JU3478
 JU3478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3478!SPC DE       -   1.00000277  x   1.00000541  =   1.00000818
 JU3478!SPC MD       -   1.00000277  x   0.99996726  =   0.99997003
 JU3478!UTM  18      -   1.00000277  x   0.99965209  =   0.99965485
 JU3478
 JU3478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3495540826(NAD 83)
 JU3478
 JU3478                          SUPERSEDED SURVEY CONTROL
 JU3478
 JU3478  NAD 83(1986)-  39 12 51.42163(N)    075 45 12.37539(W) AD(       ) 2
 JU3478  NAD 27      -  39 12 51.02280(N)    075 45 13.61890(W) AD(       ) 2
 JU3478  NGVD 29 (03/25/91)   16.5    (m)           54.     (f) VERT ANG       
 JU3478  NGVD 29 (07/19/86)   16.5    (m)           54.     (f) VERT ANG       
 JU3478
 JU3478.Superseded values are not recommended for survey control.
 JU3478
 JU3478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3478.See file dsdata.pdf to determine how the superseded data were derived.
 JU3478
 JU3478_MARKER: 71 = BOUNDARY MONUMENT
 JU3478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3478+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2008
 JU3478
 JU3478  HISTORY     - Date     Condition        Report By
 JU3478  HISTORY     - 1961     FIRST OBSERVED   CGS
 JU3478  HISTORY     - 1977     SEE DESCRIPTION  NGS
 JU3478  HISTORY     - 20080314 GOOD             GEOCAC
 JU3478
 JU3478                          STATION DESCRIPTION
 JU3478
 JU3478'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3478'THE STATION IS LOCATED IN A DENSE WOODED AREA AND ON PROPERTY
 JU3478'OWNED BY MR. R. DUNNING, ABOUT 5.0 MILES SOUTHEAST OF MILLINGTON,
 JU3478'MARYLAND AND 5.0 MILES WEST OF KENTON, DELAWARE.  IT IS A 12-INCH
 JU3478'SQUARE STONE MONUMENT PROJECTING ABOUT 32 INCHES ABOVE THE SURFACE
 JU3478'OF THE GROUND WITH THE LETTER M INSCRIBED ON THE WEST SIDE AND P
 JU3478'ON THE EAST SIDE.  THE MONUMENT WAS FOUND LYING IN A PRONE
 JU3478'POSITION.  IT WAS PLUMBED AND INTERSECTED WITH A SMALL CROSS
 JU3478'ETCHED IN ITS TOP AND CENTER.
 JU3478'
 JU3478'TO REACH STATION DUNNING FROM THE CROSSROADS IN SUDLERSVILLE.  GO
 JU3478'EASTERLY ON STATE HIGHWAY 300 FOR 3.0 MILES TO A SIDE ROAD ON
 JU3478'THE LEFT, NORTH, SIDE OF THE HIGHWAY.  TURN RIGHT AND GO NORTH
 JU3478'AND NORTHEAST ON A GRAVELED ROAD FOR 0.9 MILES TO A
 JU3478'CROSSROAD.  CONTINUE NORTHEAST ON A BLACKTOP ROAD FOR 2.7
 JU3478'MILES TO A FARM ROAD ON THE RIGHT HAND SIDE OF THE ROAD.  TURN
 JU3478'RIGHT AND GO EAST ON THE GRAVELED FARM ROAD FOR 0.15 MILE TO
 JU3478'A BOARD GATE AT THE NORTHEAST CORNER OF FARM HOUSE.  PASS
 JU3478'THROUGH THE BOARD GATE, TURN RIGHT AND GO SOUTH THROUGH THE
 JU3478'BARN LOT, PASSING TO THE WEST SIDE OF BARN AND IMPLEMENT
 JU3478'SHED, TO A GATE AT THE SOUTHWEST CORNER OF BARN LOT.  PASS
 JU3478'THROUGH THE GATE AND GO EAST DOWN A FARM LANE FOR 0.15
 JU3478'MILE TO THE WEST EDGE OF PASTURE AT THE END OF THE LANE.
 JU3478'TURN SOUTH ON A DIM TRACK ROAD ACROSS PASTURE LAND AND GO 0.35
 JU3478'MILE TO THE SOUTHEAST CORNER OF PASTURE AND EDGE OF
 JU3478'TIMBER, A STANDARD METAL WITNESS POST AND THE STATION.
 JU3478'
 JU3478'A TRAVERSE CONNECTION WAS MADE TO A TRIANGULATION STATION
 JU3478'DUNNING, DISTANCE BEING *66.100 METERS AND (216.863) FEET
 JU3478'WEST-SOUTHWEST OF STATION DUNNING.
 JU3478'
 JU3478'*TRAVERSED WITH NON-STANDARDIZED TAPES AS MONUMENT HAD FALLEN
 JU3478'OVER SINCE OBSERVATIONS WERE MADE AT WHICH TIME THE MONUMENT
 JU3478'WAS IN A PRONE POSITION ALSO.
 JU3478
 JU3478                          STATION RECOVERY (1977)
 JU3478
 JU3478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RGP)
 JU3478'THE MARYLAND DELAWARE BOUNDARY MONUMENT NO. 52 WAS FOUND
 JU3478'IN A PRONE POSITION AND WAS RESET USING THE 1961 DISTANCE AND
 JU3478'DIRECTION.
 JU3478'
 JU3478'TO REACH STATION DUNNING FROM THE POST OFFICE IN KENTON, DELAWARE, GO
 JU3478'WESTERLY ON STATE HIGHWAY 30 FOR 3.35 MILES TO A SIDE ROAD RIGHT.
 JU3478'TURN RIGHT AND GO NORTHWEST ON COUNTY ROAD 95 FOR 0.55 MILE TO
 JU3478'ROAD 140 ON THE RIGHT.  CONTINUE NORTHWEST ON COUNTY ROAD 95 FOR
 JU3478'1.6 MILES TO A T-INTERSECTION ON THE RIGHT.  (ROAD 95 TURNS
 JU3478'RIGHT).  CONTINUE AHEAD, NORTHWEST ON ROAD 96 FOR 0.5 MILE TO A
 JU3478'ROAD FORK.  KEEP LEFT AND GO WEST ON ROAD 93 FOR 0.5 MILE TO A FARM
 JU3478'ROAD LEFT.  TURN LEFT AND GO SOUTHEAST ON THE FARM BUILDINGS FOR
 JU3478'ABOUT 0.15 MILE TO MR. DUNNINGS FARM BUILDINGS.  PICK WAY
 JU3478'THROUGH THE FARM BUILDINGS FOR ABOUT 0.15 MILE TO A GAP IN A WOODED
 JU3478'FENCE LINE.  BEAR RIGHT AND GO SOUTHERLY ACROSS A CULTIVATED FIELD
 JU3478'FOR 0.35 MILE TO THE SOUTHWEST EDGE OF THE FIELD AND THE
 JU3478'STATION.
 JU3478'
 JU3478'BOUNDARY MONUMENT NO. 52, IS A 12-INCH SQUARE LIMESTONE MONUMENT
 JU3478'ABOUT 48 INCHES IN LENGTH, SET IN A MASS OF CONCRETE ALLOWING IT TO
 JU3478'PROJECT ABOUT 20-INCHES.  THE UNDERGROUND MARK IS A STANDARD
 JU3478'TRIANGULATION STATION DISK STAMPED N-S NO. 52 1977, SET IN A
 JU3478'10-INCH MASS OF CONCRETE 3-1/2 FEET BELOW THE SURFACE OF THE
 JU3478'GROUND.  IT IS 10 FEET SOUTHEAST OF A TRIPLE TRUNKED HOLLOW BIRCH
 JU3478'TREE, 5.3 FEET NORTHWEST OF A WITNESS POST, 220 FEET WEST OF A
 JU3478'CULTIVATED FIELD, AND THERE IS A M CHISELED ON THE WEST FACE OF
 JU3478'THE MONUMENT AND A P ON THE EAST FACE.
 JU3478'
 JU3478'A TRAVERSE CONNECTION WAS MADE FROM STATION DUNNING TO A SMALL CROSS
 JU3478'CUT IN THE TOP CENTER OF THIS MONUMENT, DISTANCE BEING 66.100 METERS
 JU3478'(216.86 FEET) WEST-SOUTHWEST OF STATION DUNNING.
 JU3478
 JU3478                          STATION RECOVERY (2008)
 JU3478
 JU3478'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 JU3478'THE STONE IS AN INTERMEDIATE MILE MARKER WITH A CUT  M  ON THE WEST
 JU3478'FACE AND A CUT  P  ON THE EAST FACE, AND IS IN FAIR CONDITION.  THERE
 JU3478'ARE VERY LARGE CHIPS MISSING FROM ALL FOUR CORNERS OF THE TOP, AND THE
 JU3478'STONE IS SPLIT (ALTHOUGH REPAIRED) VERTICALLY ALONG ITS
 JU3478'NORTH-SOUTH AXIS.  BOTH THE CUT LETTERS ARE DAMAGED DUE TO CHIPPING.
 JU3478'THE TOP IS ROUGHLY PYRAMIDAL, AND SOME FLUTING IS VISIBLE ON THE EAST
 JU3478'AND WEST FACES.  THE STONE IS 18 FEET NORTH-NORTHEAST OF A 20-INCH
 JU3478'DIAMETER TREE AND SIX FEET EAST-NORTHEAST OF A METAL WITNESS POST.
 JU3478'TO REACH FROM THE INTERSECTION OF MD STATE HIGHWAYS 300 AND 313 IN
 JU3478'SUDLERSVILLE, MD, GO EASTERLY ON MD STATE HIGHWAY 300 FOR ABOUT 3.0
 JU3478'MILES TO THE INTERSECTION WITH STILLTOWN ROAD.  TURN LEFT AND GO
 JU3478'NORTHEASTERLY ON STILLTOWN ROAD FOR ABOUT 3.5 MILES TO THE FARMSTEAD
 JU3478'AT MAILBOX NUMBER 1921 ON THE RIGHT.  (THE FARMSTEAD IS LOCATED ABOUT
 JU3478'0.4 MILES SOUTHWEST OF THE STATE BOUNDARY LINE, AND IS ACROSS
 JU3478'STILLTOWN ROAD FROM JACKSON DIAMOND FARM LANE LEADING NORTHWEST.)
 JU3478'FROM THE, GO SOUTHEAST ON A FARM LANE FOR ABOUT 300 YARDS TO A
 JU3478'PROMINENT, DOUBLE-TRUNK TREE IN A TREE LINE THAT RUNS SOUTHWEST
 JU3478'NORTHEAST.  UPON REACHING THE TREE LINE, PACK DUE SOUTH ACROSS (OR
 JU3478'AROUND) ANOTHER LARGE FIELD FOR ABOUT 0.25 MILES TO THE SOUTH-MOST
 JU3478'POINT IN THE FIELD.  CONTINUE SOUTHWEST THOUGH THE WOODS FOR ABOUT
 JU3478'200 FEET TO THE STONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3480 ***********************************************************************
 JU3480  DESIGNATION -  BOUNDARY MONUMENT 53 DEL MD
 JU3480  PID         -  JU3480
 JU3480  STATE/COUNTY-  DE/KENT
 JU3480  COUNTRY     -  US
 JU3480  USGS QUAD   -  SUDLERSVILLE (2017)
 JU3480
 JU3480                         *CURRENT SURVEY CONTROL
 JU3480  ______________________________________________________________________
 JU3480* NAD 83(1991) POSITION- 39 13 43.95408(N) 075 45 16.58662(W)   ADJUSTED
 JU3480* NAVD 88 ORTHO HEIGHT -    19.8   (meters)       65.    (feet) VERTCON3
 JU3480  ______________________________________________________________________
 JU3480  GEOID HEIGHT    -        -33.819 (meters)                     GEOID18
 JU3480  LAPLACE CORR    -         -2.91  (seconds)                    DEFLEC18
 JU3480  HORZ ORDER      -  SECOND
 JU3480
 JU3480.The horizontal coordinates were established by classical geodetic methods
 JU3480.and adjusted by the National Geodetic Survey in January 1992.
 JU3480
 JU3480.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3480
 JU3480.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3480.GEOID18 height accuracy estimate available here.
 JU3480
 JU3480.Click photographs - Photos may exist for this station.
 JU3480
 JU3480.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3480
 JU3480. The following values were computed from the NAD 83(1991) position.
 JU3480
 JU3480;                    North         East     Units Scale Factor Converg.
 JU3480;SPC DE       -   136,469.000   170,820.069   MT  1.00000548   -0 12 49.4
 JU3480;SPC DE       -   447,732.04    560,432.18   sFT  1.00000548   -0 12 49.4
 JU3480;SPC MD       -   174,147.950   507,528.760   MT  0.99996879   +0 46 53.9
 JU3480;SPC MD       -   571,350.40  1,665,117.27   sFT  0.99996879   +0 46 53.9
 JU3480;UTM  18      - 4,342,446.972   434,867.878   MT  0.99965223   -0 28 38.1
 JU3480
 JU3480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3480!SPC DE       -   1.00000221  x   1.00000548  =   1.00000769
 JU3480!SPC MD       -   1.00000221  x   0.99996879  =   0.99997100
 JU3480!UTM  18      -   1.00000221  x   0.99965223  =   0.99965443
 JU3480
 JU3480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3486742446(NAD 83)
 JU3480
 JU3480                          SUPERSEDED SURVEY CONTROL
 JU3480
 JU3480  NAD 83(1986)-  39 13 43.94523(N)    075 45 16.59626(W) AD(       ) 2
 JU3480  NAD 27      -  39 13 43.54680(N)    075 45 17.83930(W) AD(       ) 2
 JU3480  NGVD 29 (07/19/86)   20.0    (m)           66.     (f) VERT ANG       
 JU3480
 JU3480.Superseded values are not recommended for survey control.
 JU3480
 JU3480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3480.See file dsdata.pdf to determine how the superseded data were derived.
 JU3480
 JU3480_MARKER: 71 = BOUNDARY MONUMENT
 JU3480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3480+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004
 JU3480
 JU3480  HISTORY     - Date     Condition        Report By
 JU3480  HISTORY     - 1961     FIRST OBSERVED   CGS
 JU3480  HISTORY     - 20041026 GOOD             USPSQD
 JU3480  HISTORY     - 20090426 POOR             GEOCAC
 JU3480
 JU3480                          STATION DESCRIPTION
 JU3480
 JU3480'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3480'THE STATION IS LOCATED IN A CULTIVATED FIELD ALONG THE EAST SIDE
 JU3480'OF A NORTH AND SOUTH FENCE LINE, 5.0 MILES WEST OF KENTON,
 JU3480'DELAWARE, 5.0 MILES EAST-SOUTHEAST OF MILLINGTON, MARYLAND AND
 JU3480'ON PROPERTY OWNED BY MR. GEORGE PEARSONS.
 JU3480'
 JU3480'TO REACH STATION PEARSONS FROM THE CROSSROADS IN SUDLERSVILLE, GO EAST
 JU3480'ON STATE HIGHWAY 300 FOR 3.0 MILES TO A GRAVELED ROAD LEFT, TURN LEFT
 JU3480'AND GO NORTH ON THE GRAVELED ROAD FOR 0.8 MILE TO A CROSSROAD,
 JU3480'CONTINUE NORTH ON THE MACADAM ROAD FOR 3.25 MILE TO THE END OF THE
 JU3480'MACADAM AND THE STATE LINE AND THE STATION LOCATED ON THE LEFT AS
 JU3480'DESCRIBED.
 JU3480'
 JU3480'THE MONUMENT IS A 12 X 12 INCH GRANITE STONE MARKED M AND P
 JU3480'AND PROJECTS ABOUT 30 INCHES ABOVE THE GROUND SURFACE.  THE
 JU3480'MONUMENT WAS RECOVERED IN GOOD CONDITION.  IT IS 1.2 FEET EAST OF
 JU3480'A NORTH AND SOUTH FENCE LINE, 30.2 FEET SOUTH OF A NORTHEAST
 JU3480'FENCE CORNER AND 115.0 FEET WEST OF THE APPROXIMATE CENTER OF
 JU3480'A GRAVELED ROAD.
 JU3480'
 JU3480'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 JU3480'PEARSONS, DISTANCE OF 120.761 METERS (396.20) FEET NORTH OF
 JU3480'STATION PEARSONS.
 JU3480
 JU3480                          STATION RECOVERY (2004)
 JU3480
 JU3480'RECOVERY NOTE BY US POWER SQUADRON 2004 (KN)
 JU3480'FROM THE CROSSROADS OF 313 AND 300 IN SUDLERSVILLE, PROCEED E ON
 JU3480'HIGHWAY 300 FOR 3 MILES TO STULLTOWN ROAD, NOW PAVED.  TURN LEFT FOR
 JU3480'.8 MILE TO PETER'S CORNER ROAD, CROSS AND CONTINUE N FOR 3.25 MILES TO
 JU3480'THE STATE LINE, THEN APPROXIMATELY .1 MILE N TO THE T INTERSECTION OF
 JU3480'PEARSON'S GROVE ROAD AND DOWNS CHAPEL ROAD AND THE STATION ON THE
 JU3480'LEFT.
 JU3480'THE STONE MONUMENT IS 385.6 FEET W OF A CONCRETE FOUNDATION LOCATED IN
 JU3480'THE SE CORNER OF THE ABOVE INTERSECTION.  THE MONUMENT LEANS SEVERAL
 JU3480'DEGREES E.
 JU3480
 JU3480                          STATION RECOVERY (2009)
 JU3480
 JU3480'RECOVERY NOTE BY GEOCACHING 2009 (WD)
 JU3480'BOUNDARY MONUMENT MILE 53 DEL MD IS AN 11-INCH BY 12.25-INCH LIMESTONE
 JU3480'SHAFT THAT PROJECTS 30 INCHES. THE STONE IS LOCATED ON THE BOUNDARY
 JU3480'BETWEEN THE YARD OF A PRIVATE RESIDENCE AND A CULTIVATED FIELD, ABOUT
 JU3480'115 YARDS WEST-SOUTHWEST OF THE INTERSECTION OF
 JU3480'PEARSON S GROVE ROAD AND DOWN S CHAPEL ROAD (THE INTERSECTION KNOWN AS
 JU3480'PEARSON S GROVE).  THE STONE IS AN INTERMEDIATE MILE MARKER WITH A CUT
 JU3480'M ON THE WEST FACE AND A CUT P ON THE EAST FACE. THE STONE HAS
 JU3480'SUFFERED ONLY MINOR DAMAGE AND IS IN VERY GOOD CONDITION. THE EDGES
 JU3480'OF THE TOP ARE CHIPPED, ESPECIALLY ALONG THE EAST EDGE AND AT THE
 JU3480'NORTHEAST AND SOUTHEAST CORNERS OF THE TOP. THERE IS A SHALLOW,
 JU3480'HORIZONTAL SCRAPE ON THE WEST FACE ABOUT EIGHT INCHES ABOUT THE
 JU3480'GROUND. THE TOP IS WEATHERED BUT RETAINS SOME SEMBLANCE OF ITS
 JU3480'ORIGINAL PYRAMIDAL SHAPE. THE CUT M IS SLIGHTLY DAMAGED, AND THE CUT P
 JU3480'IS IN GOOD CONDITION. THERE IS SOME FLUTING VISIBLE ON ALL FOUR FACES,
 JU3480'BUT NOT ON THE TOP. THE STONE IS STABLE, BUT LEANS TO THE EAST ABOUT
 JU3480'FIVE DEGREES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3481 ***********************************************************************
 JU3481  DESIGNATION -  BOUNDARY MONUMENT 54 DEL MD
 JU3481  PID         -  JU3481
 JU3481  STATE/COUNTY-  DE/KENT
 JU3481  COUNTRY     -  US
 JU3481  USGS QUAD   -  SUDLERSVILLE (2017)
 JU3481
 JU3481                         *CURRENT SURVEY CONTROL
 JU3481  ______________________________________________________________________
 JU3481* NAD 83(1991) POSITION- 39 14 36.04963(N) 075 45 20.81564(W)   ADJUSTED
 JU3481* NAVD 88 ORTHO HEIGHT -    18.3   (meters)       60.    (feet) VERTCON3
 JU3481  ______________________________________________________________________
 JU3481  GEOID HEIGHT    -        -33.785 (meters)                     GEOID18
 JU3481  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 JU3481  HORZ ORDER      -  SECOND
 JU3481
 JU3481.The horizontal coordinates were established by classical geodetic methods
 JU3481.and adjusted by the National Geodetic Survey in January 1992.
 JU3481
 JU3481.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3481
 JU3481.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3481.GEOID18 height accuracy estimate available here.
 JU3481
 JU3481.Click photographs - Photos may exist for this station.
 JU3481
 JU3481.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3481
 JU3481. The following values were computed from the NAD 83(1991) position.
 JU3481
 JU3481;                    North         East     Units Scale Factor Converg.
 JU3481;SPC DE       -   138,075.946   170,724.650   MT  1.00000555   -0 12 52.3
 JU3481;SPC DE       -   453,004.17    560,119.12   sFT  1.00000555   -0 12 52.3
 JU3481;SPC MD       -   175,752.938   507,405.444   MT  0.99997038   +0 46 51.3
 JU3481;SPC MD       -   576,616.10  1,664,712.69   sFT  0.99997038   +0 46 51.3
 JU3481;UTM  18      - 4,344,053.771   434,779.883   MT  0.99965237   -0 28 41.3
 JU3481
 JU3481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3481!SPC DE       -   1.00000244  x   1.00000555  =   1.00000799
 JU3481!SPC MD       -   1.00000244  x   0.99997038  =   0.99997282
 JU3481!UTM  18      -   1.00000244  x   0.99965237  =   0.99965480
 JU3481
 JU3481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3477944053(NAD 83)
 JU3481
 JU3481                          SUPERSEDED SURVEY CONTROL
 JU3481
 JU3481  NAD 83(1986)-  39 14 36.04099(N)    075 45 20.82520(W) AD(       ) 2
 JU3481  NAD 27      -  39 14 35.64190(N)    075 45 22.06800(W) AD(       ) 2
 JU3481  NGVD 29 (07/19/86)   18.5    (m)           61.     (f) VERT ANG       
 JU3481
 JU3481.Superseded values are not recommended for survey control.
 JU3481
 JU3481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3481.See file dsdata.pdf to determine how the superseded data were derived.
 JU3481
 JU3481_MARKER: 71 = BOUNDARY MONUMENT
 JU3481
 JU3481  HISTORY     - Date     Condition        Report By
 JU3481  HISTORY     - 1961     FIRST OBSERVED   CGS
 JU3481  HISTORY     - 20080712 POOR             GEOCAC
 JU3481
 JU3481                          STATION DESCRIPTION
 JU3481
 JU3481'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3481'THE STATION IS LOCATED IN A NORTH AND SOUTH FENCE LINE IN A
 JU3481'CULTIVATED FIELD, 4-1/2 MILES EAST-SOUTHEAST OF MILLINGTON,
 JU3481'MARYLAND, 6.0 MILES NORTHWEST KENTON, DELAWARE AND ON PROPERTY
 JU3481'OWNED BY MR. GEORGE MOFFETT.  IT IS A 12 X 12 INCH GRANITE
 JU3481'STONE MARKED M AND P AND PROJECTS ABOUT 30 INCHES ABOVE THE
 JU3481'GROUND SURFACE.  IT IS LEANING SLIGHTLY SOUTH AND HAS SEVERAL
 JU3481'BULLET MARKS ON THE SIDES AND IS CHIPPED SLIGHTLY ON THE
 JU3481'CORNERS.  THE MONUMENT IS CONSIDERED IN GOOD CONDITION.  IT IS
 JU3481'ABOUT 125 YARDS NORTH-NORTHEAST OF TRIANGULATION MOFFETT.
 JU3481'
 JU3481'TO REACH STATION MOFFETT FROM THE CROSSROADS IN SUDLERSVILLE, GO
 JU3481'EAST ON STATE HIGHWAY 300 FOR 3.0 MILES TO A GRAVELED SIDE ROAD
 JU3481'LEFT, TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR 0.9 MILE
 JU3481'TO A CROSSROADS, CONTINUE NORTH ON THE MACADAM ROAD FOR 3.0 MILES
 JU3481'TO THE STATE LINE AND THE END OF THE PAVEMENT, CONTINUE NORTH ON
 JU3481'THE GRAVELED ROAD FOR 0.15 MILE TO FORKS OF THE ROAD, TAKE THE
 JU3481'LEFT FORK AND GO NORTH ON THE GRAVELED ROAD FOR 0.55 MILE TO A
 JU3481'DRIVEWAY RIGHT, TURN RIGHT AND GO NORTHEAST ON THE GRAVELED
 JU3481'DRIVEWAY FOR 0.55 MILE TO THE RESIDENCE OF MR. MOFFETTS ON
 JU3481'THE LEFT, CONTINUE NORTH FOR ABOUT 150 FEET TO THE SOUTHEAST
 JU3481'CORNER OF THE BARN, TURN RIGHT AND GO EAST ON A FIELD LANE FOR
 JU3481'0.05 MILE TO A GATE, TO REACH THE AZIMUTH MARK FROM THIS
 JU3481'POINT, GO NORTH ALONG THE EAST SIDE OF A NORTH AND SOUTH
 JU3481'FENCE LINE FOR 0.2 MILE TO THE EAST AND WEST FENCE LINE AND THE
 JU3481'AZIMUTH MARK IS LOCATED IN THE NORTHWEST FENCE CORNER,
 JU3481'CONTINUE EAST THROUGH THE GATE AND GO EAST ON THE FIELD
 JU3481'LANE FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 JU3481'
 JU3481'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MOFFETT,
 JU3481'DISTANCE BEING 119.353 METERS (391.58) FEET NORTH-NORTHEAST OF
 JU3481'STATION MOFFETT.
 JU3481
 JU3481                          STATION RECOVERY (2008)
 JU3481
 JU3481'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 JU3481'BOUNDARY MONUMENT 54 DEL MD IS AN 11.75-INCH BY 11.5-INCH PORTLAND
 JU3481'STONE (OOLITIC LIMESTONE) SHAFT THAT PROJECTS 31 INCHES.  THE STONE
 JU3481'HAS A CUT  M  ON THE WEST FACE AND A CUT  P  ON THE EAST FACE.  THERE
 JU3481'ARE MINOR CHIPS MISSING FROM ALL VERTICAL AND HORIZONTAL EDGES.  THE
 JU3481'TOP IS WEATHERED AND ROUNDED.  THE STONE LEANS ABOUT SEVEN DEGREES TO
 JU3481'THE SOUTH.  THE STONE IS LOCATED IN EXTREMELY THICK BRUSH ABOUT 15
 JU3481'FEET EAST OF THE EAST EDGE OF A CULTIVATED FIELD, AND ABOUT SIX FEET
 JU3481'NORTH OF A MULTI-TRUNKED, 20-INCH DIAMETER TREE.  TO REACH FROM THE
 JU3481'THREE-WAY INTERSECTION OF STILLTOWN ROAD, BLANCO ROAD AND DOWNS CHAPEL
 JU3481'ROAD KNOWN AS PEARSONS CORNER, GO NORTHWESTERLY ON BLANCO ROAD FOR
 JU3481'ABOUT 0.5 MILES TO THE INTERSECTION WITH PROVIDENCE LANE.  TURN RIGHT
 JU3481'AND GO NORTH ON PROVIDENCE LANE FOR ABOUT 0.5 MILES TO THE RED
 JU3481'BRICK RESIDENCE AND FARMSTEAD AT THE END OF THE LANE.  PACK EASTERLY
 JU3481'FROM THE MOST NORTHEASTERLY BUILDING OF THE FARMSTEAD FOR ABOUT 300
 JU3481'YARDS TO THE NORTHWEST CORNER OF WOODS.  CONTINUE EAST ALONG THE NORTH
 JU3481'EDGE OF THE WOODS (AND SOUTH EDGE OF A CULTIVATED FIELD) FOR
 JU3481'ABOUT 260 YARDS TO THE SOUTHEAST CORNER OF THE FIELD AND A BRUSH- AND
 JU3481'TREE-LINE LEADING NORTH.  PACK NORTH ALONG THE BRUSH LINE FOR ABOUT
 JU3481'100 YARDS TO THE STONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2023 ***********************************************************************
 HU2023  DESIGNATION -  BOUNDARY MONUMENT 6 DEL MD
 HU2023  PID         -  HU2023
 HU2023  STATE/COUNTY-  DE/SUSSEX
 HU2023  COUNTRY     -  US
 HU2023  USGS QUAD   -  SHARPTOWN (2016)
 HU2023
 HU2023                         *CURRENT SURVEY CONTROL
 HU2023  ______________________________________________________________________
 HU2023* NAD 83(1991) POSITION- 38 32 49.47752(N) 075 42 01.76604(W)   ADJUSTED
 HU2023* NAVD 88 ORTHO HEIGHT -     5.2   (meters)       17.    (feet) VERTCON3
 HU2023  ______________________________________________________________________
 HU2023  GEOID HEIGHT    -        -35.578 (meters)                     GEOID18
 HU2023  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 HU2023  HORZ ORDER      -  SECOND
 HU2023
 HU2023.The horizontal coordinates were established by classical geodetic methods
 HU2023.and adjusted by the National Geodetic Survey in January 1992.
 HU2023
 HU2023.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2023
 HU2023.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2023.GEOID18 height accuracy estimate available here.
 HU2023
 HU2023.Click photographs - Photos may exist for this station.
 HU2023
 HU2023.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2023
 HU2023. The following values were computed from the NAD 83(1991) position.
 HU2023
 HU2023;                    North         East     Units Scale Factor Converg.
 HU2023;SPC DE       -    60,764.351   175,257.480   MT  1.00000254   -0 10 36.7
 HU2023;SPC DE       -   199,357.71    574,990.58   sFT  1.00000254   -0 10 36.7
 HU2023;SPC MD       -    98,535.303   513,278.327   MT  0.99996621   +0 48 56.2
 HU2023;SPC MD       -   323,277.91  1,683,980.64   sFT  0.99996621   +0 48 56.2
 HU2023;UTM  18      - 4,266,749.729   438,958.147   MT  0.99964589   -0 26 11.5
 HU2023
 HU2023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2023!SPC DE       -   1.00000477  x   1.00000254  =   1.00000731
 HU2023!SPC MD       -   1.00000477  x   0.99996621  =   0.99997098
 HU2023!UTM  18      -   1.00000477  x   0.99964589  =   0.99965066
 HU2023
 HU2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3895866749(NAD 83)
 HU2023
 HU2023                          SUPERSEDED SURVEY CONTROL
 HU2023
 HU2023  NAD 83(1986)-  38 32 49.47277(N)    075 42 01.78618(W) AD(       ) 2
 HU2023  NAD 27      -  38 32 49.05930(N)    075 42 03.03020(W) AD(       ) 2
 HU2023  NGVD 29 (03/31/99)    5.4    (m)           18.     (f) VERT ANG       
 HU2023  NGVD 29 (07/19/86)    3.6    (m)           12.     (f) VERT ANG       
 HU2023
 HU2023.Superseded values are not recommended for survey control.
 HU2023
 HU2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2023.See file dsdata.pdf to determine how the superseded data were derived.
 HU2023
 HU2023_MARKER: 71 = BOUNDARY MONUMENT
 HU2023_MARK LOGO: CGS
 HU2023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2023+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2013
 HU2023
 HU2023  HISTORY     - Date     Condition        Report By
 HU2023  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU2023  HISTORY     - 19840615 GOOD             NGS
 HU2023  HISTORY     - 20071001 GOOD             GEOCAC
 HU2023  HISTORY     - 20130611 GOOD             DELCOS
 HU2023
 HU2023                          STATION DESCRIPTION
 HU2023
 HU2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU2023'THE STATION IS THE SMALL CROSS INSCRIBED IN THE TOP AND CENTER
 HU2023'OF BOUNDARY MONUMENT NO. 6.  LOCATED ABOUT 7.0 MILES WEST-SOUTHWEST
 HU2023'OF LAUREL, DELAWARE, 1.75 MILES SOUTHEAST OF GALESTOWN, MARYLAND
 HU2023'AND 1.0 MILE EAST OF SHARPTOWN, MARYLAND AND ON PROPERTY OWNED BY
 HU2023'THE WALLER ESTATE.  THE ESTATE IS BEING TAKEN CARE OF BY A MRS
 HU2023'MARY SPICER WHO LIVES IN LAUREL, DELAWARE.  IT IS A 12-INCH
 HU2023'SQUARE GRANITE STONE, CHIPPED ON ALL FOUR CORNERS NEAR THE TOP,
 HU2023'WITH THE LETTER M CUT IN ON ITS WEST SIDE AND THE LETTER P ON
 HU2023'THE EAST SIDE.  THE MONUMENT IS PLUMB AND IN GENERAL GOOD
 HU2023'CONDITION AND PROJECTS ABOUT 24 INCHES ABOVE THE SURFACE OF
 HU2023'THE GROUND.  IT IS 33.0 FEET WEST OF THE NORTHWEST CORNER OF A
 HU2023'CULTIVATED FIELD.  A SMALL CROSS WAS INSCRIBED IN ITS TOP AND
 HU2023'CENTER FOR TRAVERSE PURPOSE ON THIS DATE.
 HU2023'
 HU2023'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION COD,
 HU2023'DISTANCE BEING 48.458 METERS AND (158.98) FEET WEST OF STATION COD.
 HU2023
 HU2023                          STATION RECOVERY (1984)
 HU2023
 HU2023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 HU2023'THE STATION WAS RECOVERED AS DESCRIBED.  THE MARYLAND-DELAWARE
 HU2023'BOUNDARY MONUMENT 6 MAY SERVE AS A REFERENCE MARK.  IT IS A 12-INCH
 HU2023'LIMESTONE POST WITH AN M CARVED ON THE WEST SIDE AND A P CARVED ON THE
 HU2023'EAST SIDE AND IT PROJECTS 0.5 METER (1.6 FT) A SMALL CROSS CUT IN THE
 HU2023'APEX OF THE MONUMENT WAS THE POINT CUT IN.  THE STATION IS LOCATED
 HU2023'172.5 METERS (565.9 FT) NORTH FROM THE CENTER OF WATER STREET, 28.0
 HU2023'METERS (91.9 FT) SOUTH FROM THE WITNESS POST, 3.8 METERS (12.5 FT)
 HU2023'SOUTH-SOUTHEAST FROM THE 24-INCH OAK TREE AND 0.6 METERS (2.0 FT)
 HU2023'NORTH FROM THE EDGE OF THE CULTIVATED FIELD.
 HU2023
 HU2023                          STATION RECOVERY (2007)
 HU2023
 HU2023'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 HU2023'THE STONE IS ERECT AND STABLE, AND PROJECTS 33 INCHES.  IT IS LOCATED
 HU2023'ABOUT 625 FEET NORTH OF THE CENTERLINE OF LINE ROAD, 28 FEET WEST OF A
 HU2023'GRAVEL DRIVEWAY THAT LEADS TO HOUSE 217-J, AND AT THE NORTH END OF A
 HU2023'SPLIT-RAIL FENCE.
 HU2023
 HU2023                          STATION RECOVERY (2013)
 HU2023
 HU2023'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU2023'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2013 ***********************************************************************
 HU2013  DESIGNATION -  BOUNDARY MONUMENT 7 DE MD
 HU2013  PID         -  HU2013
 HU2013  STATE/COUNTY-  DE/SUSSEX
 HU2013  COUNTRY     -  US
 HU2013  USGS QUAD   -  SHARPTOWN (2016)
 HU2013
 HU2013                         *CURRENT SURVEY CONTROL
 HU2013  ______________________________________________________________________
 HU2013* NAD 83(1991) POSITION- 38 33 41.47695(N) 075 42 05.85062(W)   NO CHECK
 HU2013* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 HU2013  ______________________________________________________________________
 HU2013  GEOID HEIGHT    -        -35.568 (meters)                     GEOID18
 HU2013  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 HU2013  HORZ ORDER      -  THIRD
 HU2013
 HU2013.The horizontal coordinates were established by classical geodetic methods
 HU2013.and adjusted by the National Geodetic Survey in January 1992.
 HU2013
 HU2013.No horizontal observational check was made to the station.
 HU2013
 HU2013.The orthometric height was scaled from a topographic map.
 HU2013
 HU2013.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2013.GEOID18 height accuracy estimate available here.
 HU2013
 HU2013.Click photographs - Photos may exist for this station.
 HU2013
 HU2013.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2013
 HU2013. The following values were computed from the NAD 83(1991) position.
 HU2013
 HU2013;                    North         East     Units Scale Factor Converg.
 HU2013;SPC DE       -    62,368.070   175,163.540   MT  1.00000259   -0 10 39.5
 HU2013;SPC DE       -   204,619.24    574,682.38   sFT  1.00000259   -0 10 39.5
 HU2013;SPC MD       -   100,137.095   513,156.626   MT  0.99996481   +0 48 53.7
 HU2013;SPC MD       -   328,533.12  1,683,581.36   sFT  0.99996481   +0 48 53.7
 HU2013;UTM  18      - 4,268,353.286   438,871.508   MT  0.99964602   -0 26 14.5
 HU2013
 HU2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2013!SPC DE       -   1.00000546  x   1.00000259  =   1.00000805
 HU2013!SPC MD       -   1.00000546  x   0.99996481  =   0.99997027
 HU2013!UTM  18      -   1.00000546  x   0.99964602  =   0.99965148
 HU2013
 HU2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3887168353(NAD 83)
 HU2013
 HU2013                          SUPERSEDED SURVEY CONTROL
 HU2013
 HU2013  NAD 83(1986)-  38 33 41.47192(N)    075 42 05.87044(W) AD(       ) 3
 HU2013  NAD 27      -  38 33 41.05871(N)    075 42 07.11558(W) AD(       ) 3
 HU2013
 HU2013.Superseded values are not recommended for survey control.
 HU2013
 HU2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2013.See file dsdata.pdf to determine how the superseded data were derived.
 HU2013
 HU2013_MARKER: DU = BOUNDARY MARKER
 HU2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2013_STAMPING: N-S NO. 7 1976
 HU2013_MARK LOGO: MDDEBC
 HU2013_PROJECTION: PROJECTING 30 CENTIMETERS
 HU2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2013+STABILITY: SURFACE MOTION
 HU2013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2013+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2018
 HU2013
 HU2013  HISTORY     - Date     Condition        Report By
 HU2013  HISTORY     - 1976     MONUMENTED       NGS
 HU2013  HISTORY     - 20181026 SEE DESCRIPTION  MDDNR
 HU2013
 HU2013                          STATION DESCRIPTION
 HU2013
 HU2013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU2013'A SEARCH WAS MADE FOR THE OLD BOUNDARY MONUMENT NUMBER 7 AND
 HU2013'NO EVIDENCE OF IT WAS FOUND.  IT IS BELIEVED THAT IT SANK INTO
 HU2013'THE SWAMP SOMETIME IN THE PAST.  A NEW MONUMENT WAS SET AT THIS
 HU2013'DATE.  IT IS ABOUT 23.5 FEET NORTH OF THE COMPUTED POSITION AND
 HU2013'OUT OF THE SWAMP AREA.
 HU2013'
 HU2013'IT IS LOCATED 1-1/2 MILES NORTHEAST OF SHARPTOWN, 0.8 MILE
 HU2013'SOUTHEAST OF THE SMALL SETTLEMENT OF GALESTOWN AND ON THE NORTH
 HU2013'BANK OF THE NANTICOKE RIVER.  THE PROPERTY IS OWNED BY MR. FRED
 HU2013'BOYCE.  MR. BOYCE LIVES IN REHOBOTH BEACH, DELAWARE.
 HU2013'
 HU2013'TO REACH THE STATION FROM THE SMALL TOWN OF SHARPTOWN, MARYLAND,
 HU2013'GO NORTH-NORTHWEST ON STATE HIGHWAY 313, FOR 0.8 MILE TO A SIDE
 HU2013'ROAD RIGHT, TURN RIGHT AND GO EAST AND NORTHEAST ON A PAVED
 HU2013'ROAD FOR 1.35 MILES TO A PAVED CROSSROAD IN GALESTOWN, TURN RIGHT
 HU2013'AND GO EAST ON A PAVED ROAD ACROSS A SMALL DAM FOR 0.15 MILE
 HU2013'TO A FORK JUST AFTER CROSSING THE DAM.  KEEP RIGHT AND GO SOUTH
 HU2013'AND SOUTHEAST ON A PAVED ROAD FOR 0.55 MILE TO WHERE THE MAIN
 HU2013'ROAD CURVES EAST AND A FARM ROAD STRAIGHT AHEAD SOUTH, CONTINUE
 HU2013'STRAIGHT AHEAD SOUTH ON FARM ROAD FOR 0.2 MILE TO MR.
 HU2013'BOYCES FARM AND END OF TRUCK TRAVEL.  FROM THIS POINT AT
 HU2013'THE FARM PACK SOUTHEAST ACROSS THE PASTURE AND TO THE SWAMP
 HU2013'FOR ABOUT 0.15 MILE TO A SMALL POINT OF LAND THAT EXTENDS
 HU2013'OUT IN THE NANTICOKE RIVER AT AN OLD BOAT DOCK AND
 HU2013'TRIANGULATION STATION BOYCE.  TO REACH THE BOUNDARY MONUMENT
 HU2013'MARKER FROM THIS POINT, GO DUE EAST TO THE SWAMP FOR 152 METERS
 HU2013'TO THE POINT WHICH WAS SELECTED.
 HU2013'
 HU2013'THE SURFACE MARK IS A MARYLAND-DELAWARE BOUNDARY DISK STAMPED
 HU2013'N-S NO. 7 1976, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 HU2013'PROJECTING 1 FOOT.  THE SUB-SURFACE MARKER IS A MARYLAND-DELAWARE
 HU2013'BOUNDARY DISK STAMPED N-S NO. 7 1976 SET IN AN 8-INCH MASS OF
 HU2013'CONCRETE 42-INCHES BELOW THE SURFACE.  THEY ARE 50 FEET NORTH OF
 HU2013'THE NORTH SHORE OF THE NANTICOKE RIVER, 23.6 FEET SOUTHWEST OF A
 HU2013'15-INCH GUM TREE WITH A TRIANGLE BLAZE, 20.2 FEET SOUTHEAST OF
 HU2013'A 14-INCH GUM TREE WITH A TRIANGLE BLAZE, AND 7 FEET NORTH OF A
 HU2013'WITNESS POST.
 HU2013'
 HU2013'FOR ADDITIONAL INFORMATION, SEE DESCRIPTION FOR TRIANGULATION
 HU2013'STATION BOYCE 1962.
 HU2013
 HU2013                          STATION RECOVERY (2018)
 HU2013
 HU2013'RECOVERY NOTE BY MD DEPT OF NAT RES 2018 (LCW)
 HU2013'RECOVERED PROJECTING 30 CM (12 INCHES) ABOVE MARSH ON NORTH SIDE OF
 HU2013'NANTICOKE RIVER IN DORCHESTER COUNTY MD.  THE MARK IS SURROUNDED BY
 HU2013'STAKES FOR INSTRUMENT STABILIZATION.  IT IS BEST REACHED BY BOAT FROM
 HU2013'THE RAMP AT SHARPTOWN AND WILL ALSO REQUIRE HIP BOOTS TO CROSS THE
 HU2013'MARSH.  CAUTION SHOULD BE USED AS THE GROUND IS VERY SOFT.  THE MARK
 HU2013'IS NORTH OF THE NORTHERLY OF 2 MD-DE STEEL PILES THAT MARK THE STATE
 HU2013'LINE ACROSS THE RIVER.  A CARSONITE WITNESS POST HAS BEEN SET ON THE
 HU2013'SOUTH SIDE OF THE MONUMENT AND IS VISIBLE FROM THE RIVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2025 ***********************************************************************
 HU2025  DESIGNATION -  BOUNDARY MONUMENT 8 DEL MD
 HU2025  PID         -  HU2025
 HU2025  STATE/COUNTY-  DE/SUSSEX
 HU2025  COUNTRY     -  US
 HU2025  USGS QUAD   -  SHARPTOWN (2016)
 HU2025
 HU2025                         *CURRENT SURVEY CONTROL
 HU2025  ______________________________________________________________________
 HU2025* NAD 83(1991) POSITION- 38 34 33.79854(N) 075 42 09.96676(W)   ADJUSTED
 HU2025* NAVD 88 ORTHO HEIGHT -     7.3   (meters)       24.    (feet) VERTCON3
 HU2025  ______________________________________________________________________
 HU2025  GEOID HEIGHT    -        -35.555 (meters)                     GEOID18
 HU2025  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 HU2025  HORZ ORDER      -  SECOND
 HU2025
 HU2025.The horizontal coordinates were established by classical geodetic methods
 HU2025.and adjusted by the National Geodetic Survey in January 1992.
 HU2025
 HU2025.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2025
 HU2025.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2025.GEOID18 height accuracy estimate available here.
 HU2025
 HU2025.Click photographs - Photos may exist for this station.
 HU2025
 HU2025.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2025
 HU2025. The following values were computed from the NAD 83(1991) position.
 HU2025
 HU2025;                    North         East     Units Scale Factor Converg.
 HU2025;SPC DE       -    63,981.731   175,068.909   MT  1.00000265   -0 10 42.2
 HU2025;SPC DE       -   209,913.40    574,371.91   sFT  1.00000265   -0 10 42.2
 HU2025;SPC MD       -   101,748.812   513,034.060   MT  0.99996346   +0 48 51.1
 HU2025;SPC MD       -   333,820.89  1,683,179.25   sFT  0.99996346   +0 48 51.1
 HU2025;UTM  18      - 4,269,966.783   438,784.224   MT  0.99964615   -0 26 17.6
 HU2025
 HU2025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2025!SPC DE       -   1.00000444  x   1.00000265  =   1.00000709
 HU2025!SPC MD       -   1.00000444  x   0.99996346  =   0.99996790
 HU2025!UTM  18      -   1.00000444  x   0.99964615  =   0.99965059
 HU2025
 HU2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3878469966(NAD 83)
 HU2025
 HU2025                          SUPERSEDED SURVEY CONTROL
 HU2025
 HU2025  NAD 83(1986)-  38 34 33.79332(N)    075 42 09.98636(W) AD(       ) 2
 HU2025  NAD 27      -  38 34 33.37960(N)    075 42 11.22790(W) AD(       ) 2
 HU2025  NGVD 29 (07/19/86)    7.5    (m)           25.     (f) VERT ANG       
 HU2025
 HU2025.Superseded values are not recommended for survey control.
 HU2025
 HU2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2025.See file dsdata.pdf to determine how the superseded data were derived.
 HU2025
 HU2025_MARKER: 71 = BOUNDARY MONUMENT
 HU2025
 HU2025  HISTORY     - Date     Condition        Report By
 HU2025  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU2025  HISTORY     - 20090423 POOR             GEOCAC
 HU2025
 HU2025                          STATION DESCRIPTION
 HU2025
 HU2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU2025'BOUNDARY MONUMENT NO. 8 IS A 12 X 12 INCH LIMESTONE
 HU2025'MONUMENT MARKED WITH THE LETTERS M AND P AND PROJECTS ABOUT 26
 HU2025'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS LOCATED IN A
 HU2025'HEAVY WOODED AREA, 1.0 MILE NORTH OF THE SMALL VILLAGE OF
 HU2025'GALESTOWN, 2-1/2 MILES NORTH-NORTHEAST OF SHARPTOWN, 6.0 FEET
 HU2025'SOUTH OF A 12-INCH PINE TREE, 74.0 FEET NORTHWEST OF A U.S. COAST
 HU2025'AND GEODETIC SURVEY METAL WITNESS POST AND MARKER AND ON
 HU2025'PROPERTY OWNED BY MR. H.F. PORTER.
 HU2025'
 HU2025'THE CONDITION OF THE MONUMENT IS CONSIDERED POOR AS THE TOP
 HU2025'PORTION OF THE MONUMENT HAS BEEN BROKEN OFF AT GROUND LEVEL,
 HU2025'BUT IS STILL SETTING IN PLACE ON THE FOUNDATION.
 HU2025'
 HU2025'THE POINT OBSERVED AND MEASURED TO WAS A SMALL CROSS MARK
 HU2025'SCRIBED ON THE APEX OF THE MONUMENT.
 HU2025'
 HU2025'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PORTER
 HU2025'1962 DISTANCE BEING (74.196 FEET) 22.615 METERS.
 HU2025
 HU2025                          STATION RECOVERY (2009)
 HU2025
 HU2025'RECOVERY NOTE BY GEOCACHING 2009 (WD)
 HU2025'BOUNDARY MONUMENT 8 DEL MD IS  A 12-INCH BY 12-INCH LIMESTONE SHAFT
 HU2025'THAT PROJECTS 26 INCHES.  THE STONE IS LOCATED IN HEAVY WOODS ABOUT
 HU2025'0.54 MILES EAST OF THE GALESTOWN-RELIANCE ROAD (MD STATE HIGHWAY 531),
 HU2025'ABOUT 0.62 MILES SOUTH OF DELAWARE LINE ROAD (ELLIS MILL ROAD
 HU2025'ON THE DELAWARE SIDE OF THE BOUNDARY), AND ABOUT 650 FEET SOUTH OF THE
 HU2025'SOUTHWEST CORNER OF A CULTIVATED FIELD ON LAND OWNED BY THE RESIDENT
 HU2025'OF 28965 ELLIS MILL ROAD.  THE STONE IS AN INTERMEDIATE MILE MARKER
 HU2025'WITH A CUT M ON THE WEST FACE AND A CUT P ON THE EAST FACE.
 HU2025'THE STONE HAS SUFFERED SOME DAMAGE, BUT IS IN GENERALLY GOOD
 HU2025'CONDITION. THERE IS A LARGE CHUNK MISSING FROM THE SOUTHEAST CORNER OF
 HU2025'THE SHAFT AT GROUND LEVEL, A LARGE CHIP MISSING FROM THE NORTHWEST
 HU2025'CORNER OF THE TOP, AND EIGHT LARGE POCK-MARKS IN THE TOP. BOTH THE
 HU2025'CUT  M  AND THE CUT  P  ARE IN GOOD CONDITION. THE PREVIOUSLY
 HU2025'DESCRIBED CROSS IN THE TOP IS NO LONGER VISIBLE. THE STONE IS BROKEN
 HU2025'AT THE GROUND LEVEL, BUT THE TOP 26 INCHES RESTS FAIRLY SECURELY ON
 HU2025'THE BURIED BASE.  TO REACH FROM THE INTERSECTION OF MARYLAND STATE
 HU2025'HIGHWAY 392 AND THE GALESTOWN-RELIANCE ROAD IN THE VILLAGE OF
 HU2025'RELIANCE, DE, GO SOUTH ON THE GALESTOWN-RELIANCE ROAD FOR ABOUT 3.6
 HU2025'MILES TO THE INTERSECTION WITH DELAWARE LINE ROAD LEADING EAST. TURN
 HU2025'LEFT AND GO EAST ON DELAWARE LINE ROAD FOR ABOUT 0.3 MILES TO THE
 HU2025'STATE BOUNDARY LINE. CONTINUE EAST, NOW ON ELLIS MILL ROAD, FOR ABOUT
 HU2025'0.33 MILES TO A GRAVEL DRIVEWAY LEADING SOUTH TO HOUSE 28965.  THE
 HU2025'LAND OWNER AT THAT ADDRESS WILL PROVIDE ADDITIONAL TO REACH
 HU2025'INSTRUCTIONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2012 ***********************************************************************
 HU2012  DESIGNATION -  BOUNDARY MONUMENT 9 DE MD
 HU2012  PID         -  HU2012
 HU2012  STATE/COUNTY-  DE/SUSSEX
 HU2012  COUNTRY     -  US
 HU2012  USGS QUAD   -  SHARPTOWN (2016)
 HU2012
 HU2012                         *CURRENT SURVEY CONTROL
 HU2012  ______________________________________________________________________
 HU2012* NAD 83(1991) POSITION- 38 35 25.91036(N) 075 42 14.05889(W)   ADJUSTED
 HU2012* NAVD 88 ORTHO HEIGHT -     8.    (meters)       26.    (feet) SCALED
 HU2012  ______________________________________________________________________
 HU2012  GEOID HEIGHT    -        -35.541 (meters)                     GEOID18
 HU2012  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC18
 HU2012  HORZ ORDER      -  SECOND
 HU2012
 HU2012.The horizontal coordinates were established by classical geodetic methods
 HU2012.and adjusted by the National Geodetic Survey in January 1992.
 HU2012
 HU2012.The orthometric height was scaled from a topographic map.
 HU2012
 HU2012.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2012.GEOID18 height accuracy estimate available here.
 HU2012
 HU2012.Click photographs - Photos may exist for this station.
 HU2012
 HU2012.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2012
 HU2012. The following values were computed from the NAD 83(1991) position.
 HU2012
 HU2012;                    North         East     Units Scale Factor Converg.
 HU2012;SPC DE       -    65,588.927   174,974.880   MT  1.00000271   -0 10 45.0
 HU2012;SPC DE       -   215,186.34    574,063.42   sFT  1.00000271   -0 10 45.0
 HU2012;SPC MD       -   103,354.074   512,912.208   MT  0.99996217   +0 48 48.5
 HU2012;SPC MD       -   339,087.49  1,682,779.47   sFT  0.99996217   +0 48 48.5
 HU2012;UTM  18      - 4,271,573.816   438,697.517   MT  0.99964628   -0 26 20.7
 HU2012
 HU2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2012!SPC DE       -   1.00000436  x   1.00000271  =   1.00000707
 HU2012!SPC MD       -   1.00000436  x   0.99996217  =   0.99996653
 HU2012!UTM  18      -   1.00000436  x   0.99964628  =   0.99965064
 HU2012
 HU2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3869771573(NAD 83)
 HU2012
 HU2012                          SUPERSEDED SURVEY CONTROL
 HU2012
 HU2012  NAD 83(1986)-  38 35 25.90497(N)    075 42 14.07820(W) AD(       ) 2
 HU2012  NAD 27      -  38 35 25.48990(N)    075 42 15.31900(W) AD(       ) 2
 HU2012
 HU2012.Superseded values are not recommended for survey control.
 HU2012
 HU2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2012.See file dsdata.pdf to determine how the superseded data were derived.
 HU2012
 HU2012_MARKER: DB = BENCH MARK DISK
 HU2012_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HU2012_STAMPING: 30
 HU2012_MARK LOGO: USGS
 HU2012_PROJECTION: PROJECTING 76 CENTIMETERS
 HU2012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU2012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2012+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2007
 HU2012
 HU2012  HISTORY     - Date     Condition        Report By
 HU2012  HISTORY     - 1934     MONUMENTED       CGS
 HU2012  HISTORY     - 1962     GOOD             CGS
 HU2012  HISTORY     - 20071001 GOOD             GEOCAC
 HU2012  HISTORY     - 20221104 GOOD             USPSQD
 HU2012
 HU2012                          STATION DESCRIPTION
 HU2012
 HU2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HU2012'TO REACH THE STATION FROM SALISBURY, MD., GO NW ON HIGHWAY
 HU2012'213, 11.4 MILES TO THE INTERSECTION WITH STATE HIGHWAY 313, AT
 HU2012'MARDELA SPRINGS, HERE TURN RIGHT N ON 313 AND GO 6.0 MILES TO
 HU2012'SHARPTOWN, AT THE INTERSECTION OF 313 AND THE LAUREL ROAD,
 HU2012'CONTINUE ON 313, 0.5 MILE AND TURN LEFT AND GO 1.05 MILES OVER
 HU2012'BRIDGE ACROSS NANTICOKE RIVER TO A T-ROAD, LEAVE HIGHWAY 313
 HU2012'HERE AND TURN RIGHT AND GO 1.35 MILES TO GALESTON AND CROSS
 HU2012'ROADS.  TURN RIGHT OVER BRIDGE AND FILL AND CONTINUE NORTHERLY
 HU2012'FOR 2 MILES.  (THIS POINT IS 50 YARDS S OF MR. WHITES
 HU2012'HOUSE).  TURN SHARP RIGHT, AT N END OF PINE WOODS, AND GO S
 HU2012'0.1 MILE ALONG FARM ROAD TO STATION, AND BOUNDARY MONUMENT.
 HU2012'
 HU2012'BOUNDARY MONUMENT NO. 9, IS A 12 X 12 INCH SQUARE MONUMENT,
 HU2012'PROJECTING 30 FROM THE GROUND SURFACE.  IT IS 9.7 FEET WEST OF
 HU2012'A FIELD ROAD.  39.7 FEET SOUTHEAST OF A STANDARD METAL WITNESS
 HU2012'POST.  4.0 FEET SOUTHEAST OF A 12 INCH OAK TREE.
 HU2012
 HU2012                          STATION RECOVERY (1962)
 HU2012
 HU2012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU2012'STATION IS LOCATED 22 MILES NORTHWEST OF SALISBURY MARYLAND,
 HU2012'8.0 MILES SOUTH-SOUTHEAST OF FEDERALSBURG MARYLAND, ON THE
 HU2012'PROPERTY OF MR. JOSEPH ELLIS.
 HU2012'
 HU2012'BOUNDARY MONUMENT NO. 9, A 12 X 12 INCH SQUARE MONUMENT,
 HU2012'PROJECTING 30 INCHES FROM THE GROUND SURFACE.  IT IS 9.7 FEET WEST
 HU2012'OF A FIELD ROAD.  39.7 FEET SOUTHEAST OF A STANDARD METAL WITNESS
 HU2012'POST.  4.0 FEET EAST-SOUTHEAST OF A 12 INCH OAK TREE.
 HU2012'
 HU2012'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WHITE
 HU2012'1934 DISTANCE BEING 10.438 METERS AND (34.245) FEET EAST-SOUTHEAST
 HU2012'OF STATION WHITE 1934.
 HU2012
 HU2012                          STATION RECOVERY (2007)
 HU2012
 HU2012'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 HU2012'THE STONE IS ERECT AND STABLE, AND PROJECTS 30 INCHES.  IT IS LOCATED
 HU2012'ALONG THE EAST PROPERTY LINE AT THE REAR OF THE RESIDENCE AT 5833
 HU2012'GALESTOWN-RELIANCE ROAD (MARYLAND STATE HIGHWAY 531), AND ON THE WEST
 HU2012'EDGE OF A FIELD ROAD ALONG THE WEST EDGE OF A CULTIVATED FIELD.  THERE
 HU2012'IS A US GEOLOGICAL SURVEY BENCH MARK DISK MOUNTED IN THE TOP OF THE
 HU2012'STONE.
 HU2012
 HU2012                          STATION RECOVERY (2022)
 HU2012
 HU2012'RECOVERY NOTE BY US POWER SQUADRON 2022 (DLT)
 HU2012'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1986 ***********************************************************************
 HU1986  DESIGNATION -  BOUNDARY MONUMENT N S 34 DE MD
 HU1986  PID         -  HU1986
 HU1986  STATE/COUNTY-  DE/KENT
 HU1986  COUNTRY     -  US
 HU1986  USGS QUAD   -  BURRSVILLE (2016)
 HU1986
 HU1986                         *CURRENT SURVEY CONTROL
 HU1986  ______________________________________________________________________
 HU1986* NAD 83(1991) POSITION- 38 57 11.29937(N) 075 43 57.29756(W)   NO CHECK
 HU1986* NAVD 88 ORTHO HEIGHT -    19.394 (meters)       63.63  (feet) ADJUSTED
 HU1986  ______________________________________________________________________
 HU1986  GEOID HEIGHT    -        -34.814 (meters)                     GEOID18
 HU1986  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC18
 HU1986  DYNAMIC HEIGHT  -         19.383 (meters)       63.59  (feet) COMP
 HU1986  MODELED GRAVITY -    980,049.7   (mgal)                       NAVD 88
 HU1986
 HU1986  HORZ ORDER      -  THIRD
 HU1986  VERT ORDER      -  SECOND    CLASS I
 HU1986
 HU1986.The horizontal coordinates were established by classical geodetic methods
 HU1986.and adjusted by the National Geodetic Survey in January 1992.
 HU1986
 HU1986.No horizontal observational check was made to the station.
 HU1986
 HU1986.The orthometric height was determined by differential leveling and
 HU1986.adjusted by the NATIONAL GEODETIC SURVEY
 HU1986.in December 2004.
 HU1986
 HU1986.No vertical observational check was made to the station.
 HU1986
 HU1986.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1986.GEOID18 height accuracy estimate available here.
 HU1986
 HU1986.Click photographs - Photos may exist for this station.
 HU1986
 HU1986.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1986
 HU1986.The dynamic height is computed by dividing the NAVD 88
 HU1986.geopotential number by the normal gravity value computed on the
 HU1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1986.degrees latitude (g = 980.6199 gals.).
 HU1986
 HU1986.The modeled gravity was interpolated from observed gravity values.
 HU1986
 HU1986. The following values were computed from the NAD 83(1991) position.
 HU1986
 HU1986;                    North         East     Units Scale Factor Converg.
 HU1986;SPC DE       -   105,850.593   172,615.399   MT  1.00000423   -0 11 55.0
 HU1986;SPC DE       -   347,278.15    566,322.35   sFT  1.00000423   -0 11 55.0
 HU1986;SPC MD       -   143,566.762   509,855.252   MT  0.99995076   +0 47 43.7
 HU1986;SPC MD       -   471,018.62  1,672,750.11   sFT  0.99995076   +0 47 43.7
 HU1986;UTM  18      - 4,311,831.493   436,522.194   MT  0.99964962   -0 27 38.1
 HU1986
 HU1986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1986!SPC DE       -   1.00000242  x   1.00000423  =   1.00000665
 HU1986!SPC MD       -   1.00000242  x   0.99995076  =   0.99995318
 HU1986!UTM  18      -   1.00000242  x   0.99964962  =   0.99965204
 HU1986
 HU1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3652211831(NAD 83)
 HU1986
 HU1986                          SUPERSEDED SURVEY CONTROL
 HU1986
 HU1986  NAD 83(1986)-  38 57 11.29169(N)    075 43 57.31110(W) AD(       ) 3
 HU1986  NAD 27      -  38 57 10.88330(N)    075 43 58.56417(W) AD(       ) 3
 HU1986
 HU1986.Superseded values are not recommended for survey control.
 HU1986
 HU1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1986.See file dsdata.pdf to determine how the superseded data were derived.
 HU1986
 HU1986_MARKER: DU = BOUNDARY MARKER
 HU1986_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HU1986_SP_SET: UNSPECIFIED SETTING
 HU1986_STAMPING: N-S NO 34 1976
 HU1986_MARK LOGO: NGS
 HU1986_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU1986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1986+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 HU1986
 HU1986  HISTORY     - Date     Condition        Report By
 HU1986  HISTORY     - 1976     MONUMENTED       NGS
 HU1986  HISTORY     - 20021029 GOOD             MDSHA
 HU1986  HISTORY     - 20070817 GOOD             GEOCAC
 HU1986
 HU1986                          STATION DESCRIPTION
 HU1986
 HU1986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1986'THE OLD MARYLAND-DELAWARE BOUNDARY MONUMENT NUMBER 34 WAS RECOVERED
 HU1986'AND FOUND IN GOOD CONDITION WITH THE DISK FOR TRIANGULATION STATION
 HU1986'WHITELEY 1934 IN THE APEX OF THE MONUMENT.  THE MONUMENT WAS FOUND
 HU1986'TO BE 8 FEET TO THE EAST OF THE BOUNDARY LINE.  THEREFORE, IT WAS
 HU1986'REMOVED FROM ITS POSITION AND RESET ON THE COMPUTED STATE LINE.
 HU1986'THE TRIANGULATION DISK WAS REMOVED AND A MODERN MARYLAND-DELAWARE
 HU1986'BOUNDARY DISK PLACED IN THE APEX OF THE MONUMENT.
 HU1986'
 HU1986'THE MARK IS LOCATED ABOUT 1/4 MILE SOUTHEAST OF WHITELEYSBURG, 3
 HU1986'1/4 MILES EAST-SOUTHEAST OF GREENSBORO AND 18-1/2 MILES SOUTHWEST OF
 HU1986'DOVER.  IT IS PROPERTY OWNED BY MR. MARVIN SENNEY AND MR. SENNEY
 HU1986'LIVES JUST NORTHEAST OF THE STATION.
 HU1986'
 HU1986'TO REACH FROM THE INTERSECTION OF MARYLAND STATE HIGHWAY
 HU1986'314, DELAWARE STATE HIGHWAY 12, DELAWARE COUNTY ROAD 452 AND 59
 HU1986'IN THE SMALL TOWN OF WHITELEYSBURG, GO SOUTH-SOUTHWEST ON DELAWARE
 HU1986'STATE HIGHWAY 12 FOR 0.1 MILE TO THE END OF TRUCK TRAVEL IN WET
 HU1986'WEATHER.  TURN LEFT AND GO EAST ACROSS A CULTIVATED FIELD FOR
 HU1986'0.2 MILE TO THE STATION JUST WEST OF A WOODED AREA AND IN THE
 HU1986'CULTIVATED FIELD.
 HU1986'
 HU1986'THE MARK IS A 12-INCH LIMESTONE POST SET IN A CONCRETE BASE
 HU1986'PROJECTING 18-INCHES.  THE MARYLAND-DELAWARE BOUNDARY DISK WHICH
 HU1986'IS SET IN A DRILL HOLE IN THE APEX OF THE MONUMENT IS STAMPED N-S
 HU1986'NO. 34 1976.  A SIMILAR DISK WAS SET IN AN 8-INCH MASS OF CONCRETE
 HU1986'60 INCHES DIRECTLY BELOW THE SURFACE DISK AND IT IS STAMPED THE
 HU1986'SAME AS THE SURFACE DISK.  THE MONUMENT IS 174 FEET NORTHWEST
 HU1986'OF A WITNESS POST, 171 FEET NORTH OF A FIELD DITCH, 101 FEET
 HU1986'WEST OF A WOODED AREA, AND 2 FEET WEST OF A WITNESS POST.
 HU1986'
 HU1986'FOR ADDITIONAL INFORMATION, SEE DESCRIPTION FOR STATION WHITELEY
 HU1986'1934.
 HU1986
 HU1986                          STATION RECOVERY (2002)
 HU1986
 HU1986'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2002 (SFK)
 HU1986'RECOVERED AS DESCRIBED.
 HU1986
 HU1986                          STATION RECOVERY (2007)
 HU1986
 HU1986'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 HU1986'FOUND THE STATION IN GOOD CONDITION IN THE SOUTHWEST CORNER OF AN
 HU1986'OVERGROWN ORCHARD AND ABOUT 100 FEET NORTHEAST OF A FARM ROAD.  THE
 HU1986'STATION IS SURROUNDED BY THREE I-BEAMS AND AN ORANGE CARSONITE WITNESS
 HU1986'POST.  TO REACH FROM THE INTERSECTION OF DELAWARE STATE
 HU1986'HIGHWAY 12, WHITELEYSBURG ROAD AND WHITES LANE IN THE SMALL TOWN OF
 HU1986'WHITELEYSBYRG, GO SOUTHWEST ON WHITES LANE FOR ABOUT 0.2 MILES TO A
 HU1986'FARM ROAD LEADING SOUTHEAST.  TURN LEFT AND GO SOUTHEAST ON THE FARM
 HU1986'ROAD FOR ABOUT 0.15 MILES TO THE SOUTHWEST CORNER OF THE ORCHARD AND
 HU1986'THE STONE AND STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1439 ***********************************************************************
 JU1439  DESIGNATION -  BRANDYWINE
 JU1439  PID         -  JU1439
 JU1439  STATE/COUNTY-  DE/NEW CASTLE
 JU1439  COUNTRY     -  US
 JU1439  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU1439
 JU1439                         *CURRENT SURVEY CONTROL
 JU1439  ______________________________________________________________________
 JU1439* NAD 83(1991) POSITION- 39 45 37.26215(N) 075 33 03.25141(W)   ADJUSTED
 JU1439* NAVD 88 ORTHO HEIGHT -    34.281 (meters)      112.47  (feet) ADJUSTED
 JU1439  ______________________________________________________________________
 JU1439  GEOID HEIGHT    -        -32.893 (meters)                     GEOID18
 JU1439  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 JU1439  DYNAMIC HEIGHT  -         34.265 (meters)      112.42  (feet) COMP
 JU1439  MODELED GRAVITY -    980,174.3   (mgal)                       NAVD 88
 JU1439
 JU1439  HORZ ORDER      -  SECOND
 JU1439  VERT ORDER      -  SECOND    CLASS 0
 JU1439
 JU1439.The horizontal coordinates were established by classical geodetic methods
 JU1439.and adjusted by the National Geodetic Survey in January 1992.
 JU1439
 JU1439.The orthometric height was determined by differential leveling and
 JU1439.adjusted by the NATIONAL GEODETIC SURVEY
 JU1439.in June 1991.
 JU1439
 JU1439.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1439.GEOID18 height accuracy estimate available here.
 JU1439
 JU1439.Click photographs - Photos may exist for this station.
 JU1439
 JU1439.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1439
 JU1439.The dynamic height is computed by dividing the NAVD 88
 JU1439.geopotential number by the normal gravity value computed on the
 JU1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1439.degrees latitude (g = 980.6199 gals.).
 JU1439
 JU1439.The modeled gravity was interpolated from observed gravity values.
 JU1439
 JU1439. The following values were computed from the NAD 83(1991) position.
 JU1439
 JU1439;                    North         East     Units Scale Factor Converg.
 JU1439;SPC DE       -   195,429.820   188,497.111   MT  0.99999663   -0 05 09.1
 JU1439;SPC DE       -   641,172.67    618,427.61   sFT  0.99999663   -0 05 09.1
 JU1439;SPC PA S     -    49,760.268   788,430.663   MT  1.00003155   +1 25 36.3
 JU1439;SPC PA S     -   163,255.15  2,586,709.60   sFT  1.00003155   +1 25 36.3
 JU1439;UTM  18      - 4,401,304.129   452,810.959   MT  0.99962741   -0 21 08.5
 JU1439
 JU1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1439!SPC DE       -   0.99999978  x   0.99999663  =   0.99999641
 JU1439!SPC PA S     -   0.99999978  x   1.00003155  =   1.00003133
 JU1439!UTM  18      -   0.99999978  x   0.99962741  =   0.99962719
 JU1439
 JU1439:                Primary Azimuth Mark                     Grid Az
 JU1439:SPC DE       -  COOL                                     208 52 14.1
 JU1439:SPC PA S     -  COOL                                     207 21 28.7
 JU1439:UTM  18      -  COOL                                     209 08 13.5
 JU1439
 JU1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5281001304(NAD 83)
 JU1439
 JU1439|---------------------------------------------------------------------|
 JU1439| PID    Reference Object                     Distance      Geod. Az  |
 JU1439|                                                           dddmmss.s |
 JU1439| JU4068 BRANDYWINE RM 3                       4.795 METERS 00433     |
 JU1439| JU4067 BRANDYWINE RM 4                      16.275 METERS 07210     |
 JU1439| JU3610 BRANDYWINE A                        125.386 METERS 14240     |
 JU1439| JU1436 COOL                                APPROX. 1.1 KM 2084705.0 |
 JU1439| JU1440 BRANDYWINE RM 1                      24.668 METERS 22333     |
 JU1439| JU1442 BRANDYWINE AZ MK                                   2484242.3 |
 JU1439| JU1441 BRANDYWINE RM 2                      21.950 METERS 31309     |
 JU1439|---------------------------------------------------------------------|
 JU1439
 JU1439                          SUPERSEDED SURVEY CONTROL
 JU1439
 JU1439  NAD 83(1986)-  39 45 37.25794(N)    075 33 03.25778(W) AD(       ) 2
 JU1439  NAD 27      -  39 45 36.84950(N)    075 33 04.53720(W) AD(       ) 2
 JU1439  NGVD 29              34.66   (m)          113.7    (f) LEVELING    3  
 JU1439  NGVD 29 (11/26/84)   34.665  (m)          113.73   (f) ADJUSTED    2 0
 JU1439
 JU1439.Superseded values are not recommended for survey control.
 JU1439
 JU1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1439.See file dsdata.pdf to determine how the superseded data were derived.
 JU1439
 JU1439_MARKER: DS = TRIANGULATION STATION DISK
 JU1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1439_STAMPING: BRANDYWINE 1958
 JU1439_MARK LOGO: CGS
 JU1439_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1439+STABILITY: SURFACE MOTION
 JU1439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1439+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1990
 JU1439
 JU1439  HISTORY     - Date     Condition        Report By
 JU1439  HISTORY     - 1958     MONUMENTED       CGS
 JU1439  HISTORY     - 1959     GOOD             CGS
 JU1439  HISTORY     - 1964     GOOD             CGS
 JU1439  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1439  HISTORY     - 1984     GOOD             LOCENG
 JU1439  HISTORY     - 19840615 GOOD             NGS
 JU1439  HISTORY     - 19900308 GOOD             NGS
 JU1439  HISTORY     - 19910718 MARK NOT FOUND   USPSQD
 JU1439  HISTORY     - 20040114 MARK NOT FOUND   URS
 JU1439  HISTORY     - 20081021 MARK NOT FOUND   DEDT
 JU1439  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU1439
 JU1439                          STATION DESCRIPTION
 JU1439
 JU1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JU1439'STATION IS LOCATED IN THE NORTHWEST PART OF WILMINGTON, ABOUT
 JU1439'1/4 MILE NORTHEAST OF THE BRANDYWINE RIVER, ACROSS THE STREET
 JU1439'FROM SALESIANUM SCHOOL AND IN BRANDWINE PARK.  STATION IS 49
 JU1439'FEET SOUTHWEST OF THE EDGE OF SIDEWALK AND 43 FEET NORTHWEST
 JU1439'OF THE APPROXIMATE CENTER OF BLACKTOP DRIVE.  THE MARK IS
 JU1439'FLUSH WITH THE GROUND AND THE DISK IS STAMPED BRANDYWINE
 JU1439'1958.
 JU1439'
 JU1439'REFERENCE MARK NO. 1 IS 19 FEET NORTHWEST OF THE APPROXIMATE
 JU1439'CENTER OF BLACKTOP DRIVE.  THE MARK IS FLUSH WITH THE GROUND
 JU1439'AND THE DISK IS STAMPED BRANDYWINE NO 1 1958.
 JU1439'
 JU1439'REFERENCE MARK NO. 2 IS 70 FEET SOUTHWEST OF THE EDGE OF
 JU1439'SIDEWALK.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 JU1439'STAMPED BRANDYWINE NO 2 1958.
 JU1439'
 JU1439'AZIMUTH MARK IS 6 FEET WEST OF AN 18 INCH OAK TREE, 5 FEET
 JU1439'EAST OF WITNESS POST AND AT THE NORTH EDGE OF A LARGE MOUND
 JU1439'OF DIRT.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 JU1439'STAMPED BRANDYWINE 1958.
 JU1439'
 JU1439'TO REACH STATION FROM THE POST OFFICE AT 12TH AND MARKET
 JU1439'STREET IN WILMINGTON, GO WEST ON 12TH STREET FOR 0.2 MILE TO
 JU1439'WASHINGTON STREET.  TURN RIGHT ON WASHINGTON STREET AND GO
 JU1439'0.5 MILE TO WEST 18TH STREET.  TURN LEFT ON WEST 18TH STREET
 JU1439'FOR 0.35 MILE TO SALESIANUM SCHOOL ON THE RIGHT AND STATION
 JU1439'ON THE LEFT AS DESCRIBED.  TO REACH AZIMUTH MARK FROM STATION
 JU1439'FOLLOW BLACKTOP ROADS ACROSS PARK FOR 0.3 MILE IN A
 JU1439'WEST SOUTHWESTERLY DIRECTION TO AZIMUTH MARK AS DESCRIBED.
 JU1439'
 JU1439'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JU1439
 JU1439                          STATION RECOVERY (1959)
 JU1439
 JU1439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JU1439'AT WILMINGTON.
 JU1439'AT WILMINGTON, 85 YARDS NORTHWEST OF INTERSECTION OF WEST 18TH
 JU1439'AND NORTH BROOM STREET, ACROSS W. 18TH STREET FROM SALESIANIUM
 JU1439'SCHOOL, IN BRANDYWINE PARK, 55 FEET SOUTHWEST OF SOUTHWEST CURB
 JU1439'OF W. 18TH STREET, 42 FEET NORTHWEST OF CENTER LINE OF A BLACK
 JU1439'TOP DRIVE LEADING SOUTHWEST, 80.9 FEET NORTHEAST OF RM NO. 1,
 JU1439'71.9 FEET SOUTHEAST OF RM NO. 2, ABOUT LEVEL WITH W. 18TH STREET
 JU1439'AND SET IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES UNDERGROUND.
 JU1439
 JU1439                          STATION RECOVERY (1964)
 JU1439
 JU1439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB)
 JU1439'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT THE
 JU1439'AZIMUTH MARK WERE FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH
 JU1439'MARK HAS BEEN DESTROYED BY CONSTRUCTION.
 JU1439
 JU1439                          STATION RECOVERY (1981)
 JU1439
 JU1439'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1439'MARK NOT FOUND.
 JU1439
 JU1439                          STATION RECOVERY (1984)
 JU1439
 JU1439'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (CT)
 JU1439'BRANDYWINE 1958 RECOVERED GOOD.
 JU1439'
 JU1439'RMS 1 AND 2 WERE NOT RECOVERED AFTER A 20 MIN. SEARCH AND ARE
 JU1439'BELIEVED TO BE LOST.
 JU1439
 JU1439                          STATION RECOVERY (1984)
 JU1439
 JU1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 JU1439'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  BOTH
 JU1439'REFERENCE MARKS AND AZIMUTH MARK WERE FOUND DESTROYED.  NEW REFERENCE
 JU1439'MARKS THREE AND FOUR WERE ESTABLISHED.  THERE IS NO SUITABLE LOCATION
 JU1439'AVAILABLE TO SET A NEW AZIMUTH MARK AT THIS DATE.  STATION BRANDYWINE
 JU1439'A 1959 IS NO LONGER VISIBLE FROM THE GROUND.  IT IS VISIBLE FROM THE
 JU1439'STATION REFERENCE MARKS, SO IT WAS INTERSECTED FROM BOTH REFERENCE
 JU1439'MARKS THREE AND 4.  A COMPLETE NEW DESCRIPTION FOLLOWS.  THE STATION
 JU1439'IS LOCATED IN THE NORTH PART OF WILMINGTON AT THE BRANDYWINE CITY
 JU1439'PARK.  OWNERSHIP--CITY OF WILMINGTON.  TO REACH THE STATION FROM THE
 JU1439'INTERSECTION OF INTERSTATE HIGHWAY 95 AND U.S HIGHWAY 202 IN THE NORTH
 JU1439'PART OF WILMINGTON, GO SOUTH ON U.S HIGHWAY 202 (CONCORD PIKE) FOR 0.4
 JU1439'KM (0.25 MI) TO A CROSSROAD.  TURN RIGHT AND GO SOUTHWEST ON BROOM
 JU1439'STREET FOR 0.8 KM (0.50 MI) TO A T-INTERSECTION.  TURN RIGHT AND GO
 JU1439'NORTHWEST ON WEST EIGHTEENTH STREET FOR 0.1 KM (0.05 MI) TO THE
 JU1439'STATION ON THE LEFT IN THE NORTH EDGE OF A PARKING AREA.  THE STATION
 JU1439'IS A STANDARD, CGS, DISK STAMPED,--- BRANDYWINE 1958---.  SET INTO THE
 JU1439'TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES, 30 CM IN DIAMETER ON
 JU1439'SIDE, RECESSED 4 INCHES, 10 CM BELOW THE GROUND. THE STATION IS
 JU1439'LOCATED 22.O METERS SOUTHWEST FROM THE CENTER OF WEST EIGHTEENTH
 JU1439'STREET, 15.3 METERS (50.2 FT) SOUTHEAST FROM THE SOUTHEAST
 JU1439'RIGHT-OF-WAY FENCE FOR HIGHWAY 195, 15.6 METERS (51.2 FT) WEST FROM A
 JU1439'POWERLINE POLE NUMBERED, 1674 48533 43920, 48.0 METERS (157.5 FT)
 JU1439'SOUTHEAST FROM THE SOUTHEAST END OF THE EAST PARAPET WALL OF BRIDGE,
 JU1439'0.3 METERS (1.0 FT) SOUTH FROM A CARSONITE WITNESS POST.  FOR
 JU1439'ADDITIONAL INFORMATION SEE THE DESCRIPTION FOR STATION BRANDYWINE A
 JU1439'1959.
 JU1439
 JU1439                          STATION RECOVERY (1990)
 JU1439
 JU1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU1439'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  AT
 JU1439'WILMINGTON, WEST OF SALESIANIUM SCHOOL, IN BRANDYWINE PARK, 57 M
 JU1439'(187.01 FT) NORTHWEST OF THE JUNCTION OF WEST 18TH STREET AND NORTH
 JU1439'BROOM STREET, 25.3 M (83.01 FT) SOUTH-SOUTHWEST OF A RIGHT-OF-WAY
 JU1439'FENCE CORNER POLE, 22.1 M (72.51 FT) WEST-SOUTHWEST OF THE CENTERLINE
 JU1439'OF WEST 18TH STREET, 15.6 M (51.18 FT) WEST OF UTILITY POLE NUMBER
 JU1439'167Y 48553 43920, 13.6 M (44.62 FT) NORTH OF THE EXTENDED CENTER OF A
 JU1439'PARKING AREA ENTRANCE, 0.5 M (1.64 FT) EAST-NORTHEAST OF A WITNESS
 JU1439'POST, AND IN A CONCRETE MONUMENT THAT IS RECESSED 0.18 M (0.59 FT)
 JU1439'BELOW THE GROUND SURFACE.
 JU1439
 JU1439                          STATION RECOVERY (1991)
 JU1439
 JU1439'RECOVERY NOTE BY US POWER SQUADRON 1991 (DLG)
 JU1439'MARK NOT FOUND.
 JU1439
 JU1439                          STATION RECOVERY (2004)
 JU1439
 JU1439'RECOVERY NOTE BY URS COMPANY 2004
 JU1439'MARK NOT FOUND.
 JU1439
 JU1439                          STATION RECOVERY (2008)
 JU1439
 JU1439'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (AOK)
 JU1439'MARK NOT FOUND.
 JU1439
 JU1439                          STATION RECOVERY (2013)
 JU1439
 JU1439'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1439'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3610 ***********************************************************************
 JU3610  DESIGNATION -  BRANDYWINE A
 JU3610  PID         -  JU3610
 JU3610  STATE/COUNTY-  DE/NEW CASTLE
 JU3610  COUNTRY     -  US
 JU3610  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3610
 JU3610                         *CURRENT SURVEY CONTROL
 JU3610  ______________________________________________________________________
 JU3610* NAD 83(1991) POSITION- 39 45 34.02958(N) 075 33 00.05694(W)   ADJUSTED
 JU3610* NAVD 88 ORTHO HEIGHT -    30.00  (+/-2cm)       98.4   (feet) VERTCON3
 JU3610  ______________________________________________________________________
 JU3610  GEOID HEIGHT    -        -32.895 (meters)                     GEOID18
 JU3610  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 JU3610  HORZ ORDER      -  SECOND
 JU3610  VERT ORDER      -  THIRD ? (See Below)
 JU3610
 JU3610.The horizontal coordinates were established by classical geodetic methods
 JU3610.and adjusted by the National Geodetic Survey in January 1992.
 JU3610
 JU3610.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3610
 JU3610.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3610.GEOID18 height accuracy estimate available here.
 JU3610
 JU3610.The vertical order pertains to the NGVD 29 superseded value.
 JU3610
 JU3610.Click photographs - Photos may exist for this station.
 JU3610
 JU3610.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3610
 JU3610. The following values were computed from the NAD 83(1991) position.
 JU3610
 JU3610;                    North         East     Units Scale Factor Converg.
 JU3610;SPC DE       -   195,330.010   188,573.001   MT  0.99999661   -0 05 07.0
 JU3610;SPC DE       -   640,845.21    618,676.59   sFT  0.99999661   -0 05 07.0
 JU3610;UTM  18      - 4,401,204.004   452,886.356   MT  0.99962733   -0 21 06.4
 JU3610
 JU3610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3610!SPC DE       -   1.00000045  x   0.99999661  =   0.99999706
 JU3610!UTM  18      -   1.00000045  x   0.99962733  =   0.99962778
 JU3610
 JU3610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5288601204(NAD 83)
 JU3610
 JU3610|---------------------------------------------------------------------|
 JU3610| PID    Reference Object                     Distance      Geod. Az  |
 JU3610|                                                           dddmmss.s |
 JU3610| JU3606 COOL H                               56.427 METERS 15019     |
 JU3610| JU1439 BRANDYWINE                          125.386 METERS 32240     |
 JU3610| JU4067 BRANDYWINE RM 4                     120.933 METERS 32957     |
 JU3610| JU4068 BRANDYWINE RM 3                                    33412     |
 JU3610|---------------------------------------------------------------------|
 JU3610
 JU3610                          SUPERSEDED SURVEY CONTROL
 JU3610
 JU3610  NAD 83(1986)-  39 45 34.02526(N)    075 33 00.06319(W) AD(       ) 2
 JU3610  NAD 27      -  39 45 33.61690(N)    075 33 01.34280(W) AD(       ) 2
 JU3610  NGVD 29              30.32   (m)           99.5    (f) LEVELING    3  
 JU3610
 JU3610.Superseded values are not recommended for survey control.
 JU3610
 JU3610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3610.See file dsdata.pdf to determine how the superseded data were derived.
 JU3610
 JU3610_MARKER: DE = TRAVERSE STATION DISK
 JU3610_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU3610_SP_SET: SIDEWALK
 JU3610_STAMPING: BRANDYWINE A 1958
 JU3610_MARK LOGO: CGS
 JU3610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3610
 JU3610  HISTORY     - Date     Condition        Report By
 JU3610  HISTORY     - 1958     MONUMENTED       CGS
 JU3610  HISTORY     - 20030316 MARK NOT FOUND   USPSQD
 JU3610
 JU3610                          STATION DESCRIPTION
 JU3610
 JU3610'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (HRL)
 JU3610'STATION IS LOCATED IN THE CITY OF WILMINGTON AT THE
 JU3610'NORTHEAST EDGE OF BRANDYWINE PARK.  STATION IS 161 FEET
 JU3610'NORTH NORTHWEST OF THE APPROXIMATE CENTER OF NORTH FRANKLIN
 JU3610'STREET, 21 FEET WEST SOUTHWEST OF THE APPROXIMATE CENTER OF
 JU3610'WEST 18TH STREET, 15 FEET SOUTHEAST OF A 2 FOOT SYCAMORE TREE
 JU3610'AND 3 FEET WEST SOUTHWEST OF CURB.  THE STATION IS MARKED BY
 JU3610'A STANDARD TRAVERSE STATION DISK WHICH IS CEMENTED FLUSH IN A
 JU3610'DRILL HOLE IN THE CENTER OF CONCRETE SIDEWALK AND THE DISK IS
 JU3610'STAMPED BRANDYWINE A 1958.
 JU3610
 JU3610                          STATION RECOVERY (2003)
 JU3610
 JU3610'RECOVERY NOTE BY US POWER SQUADRON 2003 (DWG)
 JU3610'ADD TO DESCRIPTION - CONCRETE SIDEWALK HAS BEEN REPLACED AND THERE IS
 JU3610'NO EVIDENCE OF DISK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4066 ***********************************************************************
 JU4066  DESIGNATION -  BRANDYWINE A RESET
 JU4066  PID         -  JU4066
 JU4066  STATE/COUNTY-  DE/NEW CASTLE
 JU4066  COUNTRY     -  US
 JU4066  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU4066
 JU4066                         *CURRENT SURVEY CONTROL
 JU4066  ______________________________________________________________________
 JU4066* NAD 83(1986) POSITION- 39 45 34.03   (N) 075 33 00.06   (W)   HD_HELD1
 JU4066* NAVD 88 ORTHO HEIGHT -    29.935 (meters)       98.21  (feet) ADJUSTED
 JU4066  ______________________________________________________________________
 JU4066  GEOID HEIGHT    -        -32.895 (meters)                     GEOID18
 JU4066  DYNAMIC HEIGHT  -         29.921 (meters)       98.17  (feet) COMP
 JU4066  MODELED GRAVITY -    980,174.4   (mgal)                       NAVD 88
 JU4066
 JU4066  VERT ORDER      -  SECOND    CLASS II
 JU4066
 JU4066.The horizontal coordinates were determined by differentially corrected
 JU4066.hand held GPS observations or other comparable positioning techniques
 JU4066.and have an estimated accuracy of +/- 3 meters.
 JU4066
 JU4066.The orthometric height was determined by differential leveling and
 JU4066.adjusted by the NATIONAL GEODETIC SURVEY
 JU4066.in June 1991.
 JU4066
 JU4066.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4066.GEOID18 height accuracy estimate available here.
 JU4066
 JU4066.Click photographs - Photos may exist for this station.
 JU4066
 JU4066.The dynamic height is computed by dividing the NAVD 88
 JU4066.geopotential number by the normal gravity value computed on the
 JU4066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4066.degrees latitude (g = 980.6199 gals.).
 JU4066
 JU4066.The modeled gravity was interpolated from observed gravity values.
 JU4066
 JU4066;                    North         East    Units  Estimated Accuracy
 JU4066;SPC DE       -   195,330.0     188,572.9     MT  (+/- 3 meters HH1 GPS) 
 JU4066
 JU4066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5288601204(NAD 83)
 JU4066
 JU4066                          SUPERSEDED SURVEY CONTROL
 JU4066
 JU4066  NGVD 29 (05/17/01)   30.32   (m)           99.5    (f) RESET       3  
 JU4066
 JU4066.Superseded values are not recommended for survey control.
 JU4066
 JU4066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4066.See file dsdata.pdf to determine how the superseded data were derived.
 JU4066
 JU4066_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4066_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4066_SP_SET: SIDEWALK
 JU4066_STAMPING: BRANDYWINE A 1959 1984
 JU4066_MARK LOGO: NGS
 JU4066_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU4066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4066+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU4066
 JU4066  HISTORY     - Date     Condition        Report By
 JU4066  HISTORY     - 1984     MONUMENTED       NGS
 JU4066  HISTORY     - 19841231 GOOD             NGS
 JU4066  HISTORY     - 19900308 GOOD             NGS
 JU4066  HISTORY     - 20030316 GOOD             USPSQD
 JU4066  HISTORY     - 20040709 GOOD             GEOCAC
 JU4066  HISTORY     - 20130711 GOOD             DELCOS
 JU4066
 JU4066                          STATION DESCRIPTION
 JU4066
 JU4066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 JU4066'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION AS
 JU4066'DESCRIBED IN THE MOST RECENT INFORMATION AVAILABLE.  THE STATION WAS
 JU4066'FOUND TO BE IN DANGER OF DESTRUCTION.  THE CITY OF WILMINGTON IS
 JU4066'CONSTRUCTION A NEW SIDEWALK WHERE THE STATION IS PRESENTLY SET.
 JU4066'SEVERAL POINTS WERE SET PRIOR TO ANY CONSTRUCTION TO ASSURE THE
 JU4066'RE-ESTABLISHMENT OF THE STATION AFTER THE NEW SIDEWALK WAS SET.  THE
 JU4066'CITY OF WILMINGTON THEN REMOVED THE OLD SIDEWALK AND IMMEDIATELY SET A
 JU4066'NEW SIDEWALK.  THE ENTIRE PROJECT TOOK THE CITY OF WILMINGTON LESS
 JU4066'THAN HALF OF A DAY.  AFTER THE NEW SIDEWALK WAS IN PLACE THE STATION
 JU4066'DISK WAS REPLACED IN ITS ORIGINAL POSITION AS FOUND EARLIER IN THAT
 JU4066'DAY.  A COMPLETE NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED IN
 JU4066'THE NORTH OF WILMINGTON, 1/2 KM NORTHEAST FROM THE BRANDYWINE CREEK
 JU4066'AND 1/4 KM SOUTHEAST FROM INTERSTATE HIGHWAY 95.  OWNERSHIP--CITY
 JU4066'OWNED PROPERTY.  TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY
 JU4066'95 AND U.S HIGHWAY 202 (CONCORD PIKE) IN THE NORTH PART OF WILMINGTON,
 JU4066'GO SOUTH ON U.S HIGHWAY 202 FOR 0.4 KM (0.25 MI) TO A CROSSROADS.
 JU4066'TURN RIGHT AND GO SOUTHWEST ON NORTH BROOM STREET FOR 0.8 KM (0.50 MI)
 JU4066'TO A T-INTERSECTION AND THE STATION TO THE SOUTHWEST OF THE
 JU4066'INTERSECTION.  THE STATION MARK IS A STANDARD, NGS, STATION MARK DISK
 JU4066'STAMPED---BRANDYWINE A 1959 1984---.  SET IN A DRILL HOLE NEAR THE
 JU4066'CENTER OF THE SIDEWALK ALONG THE SOUTHWEST SIDE OF EIGHTEENTH STREET.
 JU4066'IT IS 17.9 METERS (58.7 FT) SOUTHEAST FROM THE MOST SOUTHEAST ANCHOR
 JU4066'BOLT FOR THE SOUTHEAST CORNER OF A BUS STOP WAITING SHELTER, 4.7
 JU4066'METERS (15.4 FT) EAST FROM A 36-INCH BIRCH TREE AND 7.8 METERS (25.6
 JU4066'FT) NORTHWEST FROM ANOTHER 36-INCH BIRCH TREE. IT IS ALSO ABOUT 154.5
 JU4066'METERS (506.9 FT) SOUTH FROM THE SOUTH END OF A BRIDGE WHERE WEST
 JU4066'EIGHTEENTH STREET CROSSES INTERSTATE HIGHWAY 95. FOR ADDITIONAL
 JU4066'INFORMATION SEE THE DESCRIPTION FOR STATION BRANDYWINE 1958.
 JU4066
 JU4066                          STATION RECOVERY (1990)
 JU4066
 JU4066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU4066'AT WILMINGTON, AT THE INTERSECTION OF WEST 18TH STREET AND NORTH
 JU4066'BROOM STREET, IN BRANDYWINE PARK, 52.3 M (171.59 FT) SOUTH OF THE
 JU4066'EXTENDED CENTER OF NORTH BROOM STREET, 20.7 M (67.91 FT)
 JU4066'NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE, 16.0 M
 JU4066'(52.49 FT) SOUTHWEST OF UTILITY POLE NUMBER 48573 43892, 6.2 M (20.34
 JU4066'FT) WEST-NORTHWEST OF THE CENTERLINE OF WEST 18TH STREET, 0.9 M (2.95
 JU4066'FT) WEST-NORTHWEST OF THE WEST FACE OF A CONCRETE CURB, AND FLUSH
 JU4066'WITH THE SIDEWALK SURFACE.
 JU4066
 JU4066                          STATION RECOVERY (2003)
 JU4066
 JU4066'RECOVERY NOTE BY US POWER SQUADRON 2003 (DWG)
 JU4066'RECOVERED IN GOOD CONDITION.
 JU4066
 JU4066                          STATION RECOVERY (2004)
 JU4066
 JU4066'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JU4066'RECOVERED IN GOOD CONDITION.
 JU4066
 JU4066                          STATION RECOVERY (2013)
 JU4066
 JU4066'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4066'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1442 ***********************************************************************
 JU1442  DESIGNATION -  BRANDYWINE AZ MK
 JU1442  PID         -  JU1442
 JU1442  STATE/COUNTY-  DE/NEW CASTLE
 JU1442  COUNTRY     -  US
 JU1442  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU1442
 JU1442                         *CURRENT SURVEY CONTROL
 JU1442  ______________________________________________________________________
 JU1442* NAD 83(1986) POSITION- 39 45 33.     (N) 075 33 13.     (W)   SCALED
 JU1442* NAVD 88 ORTHO HEIGHT -    30.470 (meters)       99.97  (feet) ADJUSTED
 JU1442  ______________________________________________________________________
 JU1442  GEOID HEIGHT    -        -32.893 (meters)                     GEOID18
 JU1442  DYNAMIC HEIGHT  -         30.456 (meters)       99.92  (feet) COMP
 JU1442  MODELED GRAVITY -    980,174.4   (mgal)                       NAVD 88
 JU1442
 JU1442  VERT ORDER      -  SECOND    CLASS 0
 JU1442
 JU1442.The horizontal coordinates were scaled from a map and have
 JU1442.an estimated accuracy of +/- 6 seconds.
 JU1442
 JU1442.The orthometric height was determined by differential leveling and
 JU1442.adjusted by the NATIONAL GEODETIC SURVEY
 JU1442.in June 1991.
 JU1442
 JU1442.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1442.GEOID18 height accuracy estimate available here.
 JU1442
 JU1442.Click photographs - Photos may exist for this station.
 JU1442
 JU1442.The dynamic height is computed by dividing the NAVD 88
 JU1442.geopotential number by the normal gravity value computed on the
 JU1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1442.degrees latitude (g = 980.6199 gals.).
 JU1442
 JU1442.The modeled gravity was interpolated from observed gravity values.
 JU1442
 JU1442;                    North         East    Units  Estimated Accuracy
 JU1442;SPC DE       -   195,300.      188,270.      MT  (+/- 180 meters Scaled)
 JU1442
 JU1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK525011(NAD 83)
 JU1442
 JU1442                          SUPERSEDED SURVEY CONTROL
 JU1442
 JU1442  NGVD 29 (11/26/84)   30.815  (m)          101.10   (f) ADJUSTED    2 0
 JU1442
 JU1442.Superseded values are not recommended for survey control.
 JU1442
 JU1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1442.See file dsdata.pdf to determine how the superseded data were derived.
 JU1442
 JU1442_MARKER: DZ = AZIMUTH MARK DISK
 JU1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1442_STAMPING: BRANDYWINE 1958
 JU1442_MARK LOGO: CGS
 JU1442_PROJECTION: FLUSH
 JU1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1442+STABILITY: SURFACE MOTION
 JU1442
 JU1442  HISTORY     - Date     Condition        Report By
 JU1442  HISTORY     - 1958     MONUMENTED       CGS
 JU1442  HISTORY     - 1959     GOOD             CGS
 JU1442  HISTORY     - 19840330 MARK NOT FOUND   NGS
 JU1442
 JU1442                          STATION DESCRIPTION
 JU1442
 JU1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1442'AT WILMINGTON.
 JU1442'AT WILMINGTON, ABOUT 0.3 MILE WEST OF INTERSECTION OF WEST 18TH
 JU1442'STREET AND NORTH BROOM STREET, IN BRANDYWINE PARK, ABOUT 0.3
 JU1442'MILE WEST-SOUTHWEST OF SALESIANUM SCHOOL, 7 FEET WEST OF A 22-INCH
 JU1442'OAK TREE, 219 FEET WEST-NORTHWEST OF WEST CORNER OF AN OPEN BRICK
 JU1442'AND CONCRETE SHELTER HOUSE IN PARK, 227 1/2 FEET WEST-NORTHWEST
 JU1442'OF NORTH CORNER OF SAME SHELTER, AND SET IN THE TOP OF A CONCRETE
 JU1442'POST PARTLY BURIED IN EDGE OF A DIRT PILE.
 JU1442
 JU1442                          STATION RECOVERY (1984)
 JU1442
 JU1442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JU1442'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4068 ***********************************************************************
 JU4068  DESIGNATION -  BRANDYWINE RM 3
 JU4068  PID         -  JU4068
 JU4068  STATE/COUNTY-  DE/NEW CASTLE
 JU4068  COUNTRY     -  US
 JU4068  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU4068
 JU4068                         *CURRENT SURVEY CONTROL
 JU4068  ______________________________________________________________________
 JU4068* NAD 83(1986) POSITION- 39 45 38.8    (N) 075 33 03.1    (W)   HD_HELD2
 JU4068* NAVD 88 ORTHO HEIGHT -    36.559 (meters)      119.94  (feet) ADJUSTED
 JU4068  ______________________________________________________________________
 JU4068  GEOID HEIGHT    -        -32.892 (meters)                     GEOID18
 JU4068  DYNAMIC HEIGHT  -         36.542 (meters)      119.89  (feet) COMP
 JU4068  MODELED GRAVITY -    980,174.2   (mgal)                       NAVD 88
 JU4068
 JU4068  VERT ORDER      -  SECOND    CLASS II
 JU4068
 JU4068.The horizontal coordinates were established by autonomous hand held GPS
 JU4068.observations and have an estimated accuracy of +/- 10 meters.
 JU4068
 JU4068.The orthometric height was determined by differential leveling and
 JU4068.adjusted by the NATIONAL GEODETIC SURVEY
 JU4068.in June 1991.
 JU4068
 JU4068.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4068.GEOID18 height accuracy estimate available here.
 JU4068
 JU4068.Click photographs - Photos may exist for this station.
 JU4068
 JU4068.The dynamic height is computed by dividing the NAVD 88
 JU4068.geopotential number by the normal gravity value computed on the
 JU4068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4068.degrees latitude (g = 980.6199 gals.).
 JU4068
 JU4068.The modeled gravity was interpolated from observed gravity values.
 JU4068
 JU4068;                    North         East    Units  Estimated Accuracy
 JU4068;SPC DE       -   195,477.      188,501.      MT  (+/- 10 meters HH2 GPS)
 JU4068
 JU4068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5281401351(NAD 83)
 JU4068
 JU4068                          SUPERSEDED SURVEY CONTROL
 JU4068
 JU4068  NGVD 29 (05/17/01)   36.94   (m)          121.2    (f) RESET       3  
 JU4068
 JU4068.Superseded values are not recommended for survey control.
 JU4068
 JU4068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4068.See file dsdata.pdf to determine how the superseded data were derived.
 JU4068
 JU4068_MARKER: DR = REFERENCE MARK DISK
 JU4068_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4068_SP_SET: WALL
 JU4068_STAMPING: BRANDYWINE 1958 NO 3 1984
 JU4068_MARK LOGO: NGS
 JU4068_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU4068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4068+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU4068
 JU4068  HISTORY     - Date     Condition        Report By
 JU4068  HISTORY     - 1984     MONUMENTED       NGS
 JU4068  HISTORY     - 19841231 GOOD             NGS
 JU4068  HISTORY     - 19900308 GOOD             NGS
 JU4068  HISTORY     - 20030316 GOOD             USPSQD
 JU4068  HISTORY     - 20040709 GOOD             GEOCAC
 JU4068  HISTORY     - 20060720 GOOD             USPSQD
 JU4068  HISTORY     - 20130711 GOOD             DELCOS
 JU4068
 JU4068                          STATION DESCRIPTION
 JU4068
 JU4068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 JU4068'REFERENCE MARK NO 3, IS A STANDARD, NGS, DISK STAMPED,---BRANDYWINE
 JU4068'1958 NO 3 1984---.  CEMENTED IN A DRILL HOLE IN THE SOUTHEAST END OF
 JU4068'THE EAST PARAPET WALL OF THE HIGHWAY BRIDGE WHERE WEST EIGHTEENTH
 JU4068'STREET CROSSES OVER INTERSTATE HIGHWAY 95.  THE STATION IS LOCATED 8.8
 JU4068'METERS (28.9 FT) NORTHEAST FROM THE CENTER OF WEST EIGHTEENTH STREET,
 JU4068'3.2 METERS (10.5 FT) EAST FROM THE SOUTHWEST SIDE OF A SIDEWALK, 48.2
 JU4068'METERS (158.1 FT) NORTH FROM THE WITNESS POST AND 0.2 METERS (0.7 FT)
 JU4068'NORTHWEST FROM THE SOUTHEAST END OF THE PARAPET WALL, AND 2.3 METER
 JU4068'(7.5 FT) HIGHER THAN THE STATION.
 JU4068
 JU4068                          STATION RECOVERY (1990)
 JU4068
 JU4068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU4068'AT WILMINGTON, NORTH-NORTHWEST OF SALESIANIUM SCHOOL, IN THE SOUTHERN
 JU4068'END OF THE EAST PARAPET WALL OF THE WEST 18TH STREET BRIDGE OVERPASS
 JU4068'OF INTERSTATE HIGHWAY 95, 96 M (314.96 FT) NORTH OF THE JUNCTION OF
 JU4068'WEST 18TH STREET AND NORTH BROOM STREET, 13.5 M (44.29 FT) NORTH OF
 JU4068'UTILITY POLE 48547, 43934, 9.0 M (29.53 FT) NORTHEAST OF THE CENTER
 JU4068'LINE OF THE STREET, 3.3 M (10.83 FT) EAST OF THE EAST FACE OF A
 JU4068'SIDEWALK, 0.1 M (0.33 FT) NORTH OF THE SOUTH EDGE OF THE WALL AND 0.9
 JU4068'M (2.95 FT) ABOVE THE LEVEL OF THE STREET.
 JU4068
 JU4068                          STATION RECOVERY (2003)
 JU4068
 JU4068'RECOVERY NOTE BY US POWER SQUADRON 2003 (DWG)
 JU4068'RECOVERED IN GOOD CONDITION.
 JU4068
 JU4068                          STATION RECOVERY (2004)
 JU4068
 JU4068'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JU4068'RECOVERED IN GOOD CONDITION.
 JU4068
 JU4068                          STATION RECOVERY (2006)
 JU4068
 JU4068'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 JU4068'RECOVERED IN GOOD CONDITION.
 JU4068
 JU4068                          STATION RECOVERY (2013)
 JU4068
 JU4068'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4068'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4067 ***********************************************************************
 JU4067  DESIGNATION -  BRANDYWINE RM 4
 JU4067  PID         -  JU4067
 JU4067  STATE/COUNTY-  DE/NEW CASTLE
 JU4067  COUNTRY     -  US
 JU4067  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU4067
 JU4067                         *CURRENT SURVEY CONTROL
 JU4067  ______________________________________________________________________
 JU4067* NAD 83(2011) POSITION- 39 45 37.41950(N) 075 33 02.60689(W)   ADJUSTED
 JU4067* NAD 83(2011) ELLIP HT-     1.530 (meters)        (12/20/17)   ADJUSTED
 JU4067* NAD 83(2011) EPOCH   -  2010.00
 JU4067* NAVD 88 ORTHO HEIGHT -    34.436 (meters)      112.98  (feet) ADJUSTED
 JU4067  ______________________________________________________________________
 JU4067  GEOID HEIGHT    -        -32.893 (meters)                     GEOID18
 JU4067  NAD 83(2011) X  -  1,225,098.774 (meters)                     COMP
 JU4067  NAD 83(2011) Y  - -4,754,465.610 (meters)                     COMP
 JU4067  NAD 83(2011) Z  -  4,057,571.023 (meters)                     COMP
 JU4067  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 JU4067  DYNAMIC HEIGHT  -         34.420 (meters)      112.93  (feet) COMP
 JU4067  MODELED GRAVITY -    980,174.3   (mgal)                       NAVD 88
 JU4067
 JU4067  VERT ORDER      -  SECOND    CLASS II
 JU4067
 JU4067  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4067  Standards:
 JU4067         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4067            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4067  -------------------------------------------------------------------
 JU4067  NETWORK    0.81   0.96           0.36   0.30   0.49      0.02357152
 JU4067  -------------------------------------------------------------------
 JU4067  Click here for local accuracies and other accuracy information.
 JU4067
 JU4067.The horizontal coordinates were established by GPS observations
 JU4067.and adjusted by the MASER CONSULTING in December 2017.
 JU4067
 JU4067.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4067.been affixed to the stable North American tectonic plate. See 
 JU4067.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4067
 JU4067.The horizontal coordinates are valid at the epoch date displayed above
 JU4067.which is a decimal equivalence of Year/Month/Day.
 JU4067
 JU4067.The orthometric height was determined by differential leveling and
 JU4067.adjusted by the NATIONAL GEODETIC SURVEY
 JU4067.in June 1991.
 JU4067
 JU4067.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4067.GEOID18 height accuracy estimate available here.
 JU4067
 JU4067.Click photographs - Photos may exist for this station.
 JU4067
 JU4067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4067
 JU4067.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4067
 JU4067.The ellipsoidal height was determined by GPS observations
 JU4067.and is referenced to NAD 83.
 JU4067
 JU4067.The dynamic height is computed by dividing the NAVD 88
 JU4067.geopotential number by the normal gravity value computed on the
 JU4067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4067.degrees latitude (g = 980.6199 gals.).
 JU4067
 JU4067.The modeled gravity was interpolated from observed gravity values.
 JU4067
 JU4067. The following values were computed from the NAD 83(2011) position.
 JU4067
 JU4067;                    North         East     Units Scale Factor Converg.
 JU4067;SPC DE       -   195,434.650   188,512.460   MT  0.99999662   -0 05 08.7
 JU4067;SPC DE       -   641,188.51    618,477.96   sFT  0.99999662   -0 05 08.7
 JU4067;UTM  18      - 4,401,308.886   452,826.324   MT  0.99962740   -0 21 08.1
 JU4067
 JU4067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4067!SPC DE       -   0.99999976  x   0.99999662  =   0.99999638
 JU4067!UTM  18      -   0.99999976  x   0.99962740  =   0.99962716
 JU4067
 JU4067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5282601308(NAD 83)
 JU4067
 JU4067|---------------------------------------------------------------------|
 JU4067| PID    Reference Object                     Distance      Geod. Az  |
 JU4067|                                                           dddmmss.s |
 JU4067| JU3610 BRANDYWINE A                        120.933 METERS 14957     |
 JU4067| JU1439 BRANDYWINE                           16.275 METERS 25210     |
 JU4067| JU4068 BRANDYWINE RM 3                                    34549     |
 JU4067|---------------------------------------------------------------------|
 JU4067
 JU4067                          SUPERSEDED SURVEY CONTROL
 JU4067
 JU4067  NGVD 29 (05/17/01)   34.82   (m)          114.2    (f) RESET       3  
 JU4067
 JU4067.Superseded values are not recommended for survey control.
 JU4067
 JU4067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4067.See file dsdata.pdf to determine how the superseded data were derived.
 JU4067
 JU4067_MARKER: DR = REFERENCE MARK DISK
 JU4067_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4067_SP_SET: CURB
 JU4067_STAMPING: BRANDYWINE 1958 NO 4 1984
 JU4067_MARK LOGO: NGS
 JU4067_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU4067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4067+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU4067
 JU4067  HISTORY     - Date     Condition        Report By
 JU4067  HISTORY     - 1984     MONUMENTED       NGS
 JU4067  HISTORY     - 19841231 GOOD             NGS
 JU4067  HISTORY     - 19900308 GOOD             NGS
 JU4067  HISTORY     - 20030316 GOOD             USPSQD
 JU4067  HISTORY     - 20040709 GOOD             GEOCAC
 JU4067  HISTORY     - 20130711 GOOD             DELCOS
 JU4067
 JU4067                          STATION DESCRIPTION
 JU4067
 JU4067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 JU4067'THE STATION IS LOCATED IN THE NORTH PART OF WILMINGTON NEAR WHERE WEST
 JU4067'EIGHTEENTH STREET CROSSES INTERSTATE HIGHWAY 95.  OWNERSHIP--ROAD
 JU4067'RIGHT-OF-WAY.  TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95
 JU4067'AN U.S HIGHWAY 202, GO SOUTH ON U.S HIGHWAY 202 (CONCORD PIKE) FOR 0.4
 JU4067'KM (0.25 MI) TO A CROSSROAD.  TURN RIGHT AND GO SOUTHWEST ON BROOM
 JU4067'STREET FOR 0.8 KM (0.50 MI) TO A T-INTERSECTION.  TURN RIGHT AND GO
 JU4067'NORTHWEST ON WEST EIGHTEENTH STREET FOR 0.1 KM (0.05 MI) TO THE
 JU4067'STATION ON THE LEFT.  THE STATION MARK IS A NGS REFERENCE MARK DISK
 JU4067'STAMPED---BRANDYWINE 1958 NO 4 1984---CEMENTED IN A DRILL HOLE IN THE
 JU4067'CURB ALONG THE SOUTHWEST SIDE OF EIGHTEENTH STREET.  IT IS 6.6 METERS
 JU4067'(21.7 FT) SOUTHWEST FROM THE CENTER OF WEST EIGHTEENTH STREET, 33.7
 JU4067'METERS (110.6 FT) SOUTHEAST FROM THE SOUTHEAST END OF THE MOST
 JU4067'WESTERLY PARAPET WALL OF THE BRIDGE WHERE WEST EIGHTEENTH STREET
 JU4067'CROSSES OVER INTERSTATE HIGHWAY 95, 4.9 METERS (16.1 FT) EAST FROM A
 JU4067'WITNESS POST AND 0.8 METERS (2.6 FT) NORTHWEST FROM A POWERLINE POLE
 JU4067'NUMBERED 1674 48553 43920.  FOR ADDITIONAL INFORMATION SEE THE
 JU4067'DESCRIPTION FOR STATION BRANDYWINE AND BRANDYWINE A.  REFERENCE MARK
 JU4067'NO 4, IS A STANDARD, NGS, DISK STAMPED, ---BRANDYWINE 1958 NO 4
 JU4067'1984---.  CEMENTED IN A DRILL HOLE IN THE CURB ALONG THE SOUTHWEST
 JU4067'SIDE OF WEST EIGHTEENTH STREET.  THE STATION IS LOCATED 6.6 METERS
 JU4067'(21.7 FT) SOUTHWEST FROM THE CENTER OF WEST EIGHTEENTH STREET, 33.7
 JU4067'METERS (110.6 FT) SOUTHEAST FROM THE SOUTHEAST END OF THE WEST PARAPET
 JU4067'WALL OF BRIDGE, 4.9 METERS (16.1 FT) EAST OF THE WITNESS POST AND 0.8
 JU4067'METERS (2.6 FT) NORTHWEST FROM THE POWERLINE POLE NUMBERED 1674 48553
 JU4067'43920 AND .16 METERS (0.52 FT) HIGHER THAN THE STATION.
 JU4067
 JU4067                          STATION RECOVERY (1990)
 JU4067
 JU4067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU4067'AT WILMINGTON, WEST OF SALESIANIUM SCHOOL, IN BRANDYWINE PARK, 55.0 M
 JU4067'(180.45 FT) NORTH OF THE JUNCTION OF WEST 18TH STREET AND NORTH BROOM
 JU4067'STREET, 27.3 M (89.57 FT) SOUTH-SOUTHEAST OF A RIGHT-OF-WAY CORNER
 JU4067'POLE, 9.3 M (30.51 FT) NORTH-NORTHWEST OF THE CENTER OF A PARKING
 JU4067'AREA ENTRANCE, 6.7 M (21.98 FT) WEST-SOUTHWEST OF THE CENTERLINE OF
 JU4067'WEST 18TH STREET, 0.7 M (2.30 FT) NORTHEAST OF UTILITY POLE 167Y
 JU4067'48553 43920, 0.1 M (0.33 FT) WEST OF THE FACE OF THE CURB, AND FLUSH
 JU4067'WITH THE CURB SURFACE.
 JU4067
 JU4067                          STATION RECOVERY (2003)
 JU4067
 JU4067'RECOVERY NOTE BY US POWER SQUADRON 2003 (DWG)
 JU4067'RECOVERED IN GOOD CONDITION.
 JU4067
 JU4067                          STATION RECOVERY (2004)
 JU4067
 JU4067'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JU4067'RECOVERED IN GOOD CONDITION.
 JU4067
 JU4067                          STATION RECOVERY (2013)
 JU4067
 JU4067'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4067'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1637 ***********************************************************************
 HU1637  DESIGNATION -  BRIAR
 HU1637  PID         -  HU1637
 HU1637  STATE/COUNTY-  DE/SUSSEX
 HU1637  COUNTRY     -  US
 HU1637  USGS QUAD   -  WHALEYVILLE (2016)
 HU1637
 HU1637                         *CURRENT SURVEY CONTROL
 HU1637  ______________________________________________________________________
 HU1637* NAD 83(1991) POSITION- 38 27 07.79553(N) 075 16 01.08806(W)   ADJUSTED
 HU1637* NAVD 88 ORTHO HEIGHT -    11.8   (meters)       39.    (feet) VERTCON3
 HU1637  ______________________________________________________________________
 HU1637  GEOID HEIGHT    -        -35.859 (meters)                     GEOID18
 HU1637  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 HU1637  HORZ ORDER      -  SECOND
 HU1637
 HU1637.The horizontal coordinates were established by classical geodetic methods
 HU1637.and adjusted by the National Geodetic Survey in January 1992.
 HU1637
 HU1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1637
 HU1637.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1637.GEOID18 height accuracy estimate available here.
 HU1637
 HU1637.Click photographs - Photos may exist for this station.
 HU1637
 HU1637.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1637
 HU1637. The following values were computed from the NAD 83(1991) position.
 HU1637
 HU1637;                    North         East     Units Scale Factor Converg.
 HU1637;SPC DE       -    50,201.071   213,067.120   MT  0.99999710   +0 05 35.1
 HU1637;SPC DE       -   164,701.35    699,037.71   sFT  0.99999710   +0 05 35.1
 HU1637;SPC MD       -    88,629.415   551,264.462   MT  0.99997701   +1 05 15.8
 HU1637;SPC MD       -   290,778.34  1,808,606.82   sFT  0.99997701   +1 05 15.8
 HU1637;UTM  18      - 4,256,019.398   476,705.472   MT  0.99960668   -0 09 57.7
 HU1637
 HU1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1637!SPC DE       -   1.00000378  x   0.99999710  =   1.00000088
 HU1637!SPC MD       -   1.00000378  x   0.99997701  =   0.99998079
 HU1637!UTM  18      -   1.00000378  x   0.99960668  =   0.99961046
 HU1637
 HU1637:                Primary Azimuth Mark                     Grid Az
 HU1637:SPC DE       -  DAVIS RM 3                               094 37 53.9
 HU1637:SPC MD       -  DAVIS RM 3                               093 38 13.2
 HU1637:UTM  18      -  DAVIS RM 3                               094 53 26.7
 HU1637
 HU1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7670556019(NAD 83)
 HU1637
 HU1637|---------------------------------------------------------------------|
 HU1637| PID    Reference Object                     Distance      Geod. Az  |
 HU1637|                                                           dddmmss.s |
 HU1637| HU2621 DAVIS RM 3                                         0944329.0 |
 HU1637| HU1636 BOUNDARY MON EW 12 DE MD             76.852 METERS 16554     |
 HU1637| DC7859 BRIAR RM 2                            7.358 METERS 17236     |
 HU1637| HU1638 BRIAR RM 1                           23.295 METERS 35328     |
 HU1637|---------------------------------------------------------------------|
 HU1637
 HU1637                          SUPERSEDED SURVEY CONTROL
 HU1637
 HU1637  NAD 83(1986)-  38 27 07.78100(N)    075 16 01.11159(W) AD(       ) 2
 HU1637  NAD 27      -  38 27 07.36906(N)    075 16 02.42844(W) AD(       ) 2
 HU1637  NGVD 29 (07/19/86)   12.0    (m)           39.     (f) VERT ANG       
 HU1637
 HU1637.Superseded values are not recommended for survey control.
 HU1637
 HU1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1637.See file dsdata.pdf to determine how the superseded data were derived.
 HU1637
 HU1637_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1637_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HU1637_STAMPING: BRIAR 1974
 HU1637_MARK LOGO: NGS
 HU1637_MAGNETIC: P = MARKER IS A STEEL PIPE
 HU1637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1637
 HU1637  HISTORY     - Date     Condition        Report By
 HU1637  HISTORY     - 1974     MONUMENTED       NGS
 HU1637  HISTORY     - 1976     GOOD             NGS
 HU1637
 HU1637                          STATION DESCRIPTION
 HU1637
 HU1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU1637'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHEAST OF
 HU1637'WHALEYSVILLE, MARYLAND AND 2.0 MILES WEST OF SELBYVILLE,
 HU1637'DELAWARE, ON PROPERTY OWNED BY MR. JOHN R. DAVIS OF
 HU1637'SELBYVILLE, DELAWARE.
 HU1637'
 HU1637'TO REACH THE STATION FROM THE POST OFFICE IN SELBYVILLE,
 HU1637'DELAWARE, GO SOUTHWEST ON CHURCH STREET FOR 0.6 MILE TO THE
 HU1637'JUNCTION WITH U.S. HIGHWAY 113.  TURN RIGHT AND GO NORTH ON
 HU1637'U.S. HIGHWAY 113 FOR 0.2 MILE TO THE JUNCTION WITH STATE ROAD
 HU1637'54.  TURN LEFT AND GO NORTHWEST ON STATE ROAD 54 FOR 0.25
 HU1637'MILE TO A Y-INTERSECTION, BEAR LEFT AND GO SOUTH ON THE PAVED
 HU1637'ROAD FOR 0.1 MILE TO A CROSSROAD, CONTINUE SOUTH ON THE PAVED
 HU1637'ROAD FOR 0.1 MILE TO A CROSSROAD AND WOODEN BRIDGE, CONTINUE
 HU1637'SOUTHERLY CROSSING BRIDGE FOR 0.85 MILE TO THE STATE LINE AND
 HU1637'A FIELD ROAD ON THE RIGHT AND STATION DAVIS ON THE RIGHT.
 HU1637'TURN RIGHT AND GO WEST ON THE FIELD ROAD FOR 0.5 MILE TO DAVIS RM
 HU1637'3 ON THE LEFT, CONTINUE WEST ON THE FIELD ROAD FOR 0.2
 HU1637'MILE TO AN OLD ABANDONED HOUSE, BEAR LEFT AND GO WEST
 HU1637'CROSSING A FIELD FOR 0.2 MILE TO THE WEST END OF THE FIELD AND
 HU1637'THE STATION.
 HU1637'
 HU1637'THE STATION MARK IS A STANDARD DISK STAMPED BRIAR 1974.  THE
 HU1637'DISK IS BRAIZED TO THE TOP OF A 4-INCH GALVANIZED PIPE THAT
 HU1637'PROJECTS 9 INCHES ABOVE THE GROUND SURFACE.  IT IS 18 FEET
 HU1637'NORTH-NORTHEAST OF A 10-INCH OAK TREE, 11 FEET WEST OF THE
 HU1637'WEST EDGE OF THE FIELD, 7 FEET EAST OF A DITCH AND 4 FEET
 HU1637'NORTH OF A METAL WITNESS POST.
 HU1637'
 HU1637'REFERENCE MARK 1, A STANDARD DISK STAMPED BRIAR NO 1
 HU1637'1974.  THE DISK IS BRAIZED TO THE TOP OF A 4-INCH GALVANIZED
 HU1637'PIPE THAT PROJECTS 9 INCHES ABOVE THE GROUND SURFACE.  IT IS
 HU1637'11 FEET EAST OF A TRIPLE TRUNK OAK TREE 20 INCHES IN
 HU1637'DIAMETER, 11 FEET EAST OF THE DITCH AND 8 FEET WEST OF THE
 HU1637'WEST EDGE OF THE FIELD.
 HU1637'
 HU1637'REFERENCE MARK 2, A STANDARD DISK STAMPED BRAIR NO 2
 HU1637'1974.  THE DISK IS BRAIZED TO THE TOP OF A 4-INCH GALVANIZED
 HU1637'PIPE THAT PROJECTS 7 INCHES ABOVE THE GROUND SURFACE.  IT IS
 HU1637'11 FEET WEST OF THE WEST EDGE OF THE FIELD, 7 FEET EAST OF
 HU1637'THE DITCH AND 7 FEET NORTH OF A 10-INCH WHITE OAK TREE.
 HU1637'
 HU1637'DAVIS RM 3 SERVES AS AN AZIMUTH MARK, IT IS A STANDARD DISK
 HU1637'STAMPED DAVIS NO 3 1974, SET IN THE TOP OF A 12-INCH
 HU1637'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE
 HU1637'THE GROUND SURFACE.  IT IS 11 FEET SOUTHWEST OF THE CENTER OF
 HU1637'THE FIELD ROAD, 9 FEET NORTHWEST OF A 14-INCH PINE TREE AND
 HU1637'3 FEET NORTHEAST OF A METAL WITNESS POST.
 HU1637'
 HU1637'HEIGHT OF LIGHT ABOVE STATION MARK 1.21 METERS.
 HU1637
 HU1637                          STATION RECOVERY (1976)
 HU1637
 HU1637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1637'UNABLE TO MEASURE BETWEEN RMS.
 HU1637'
 HU1637'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HU1637'CONDITION AS DESCRIBED IN THE 1974 DESCRIPTION.  A SHORTER
 HU1637'DISTANCE OF 0.30 FEET OR 0.090 METERS WAS NOTED TO REFERENCE
 HU1637'MARK ONE.  A DIFFERENCE OF 12 MINUTES AND 7 SECONDS IN
 HU1637'DIRECTION WAS ALSO NOTED TO IT.  IT IS BELIEVED THAT THE
 HU1637'REFERENCE MARK MAY HAVE BEEN DISTURBED BY FARM OPERATIONS
 HU1637'SOMETIME IN THE PAST.  IT IS NOW SOLID AND IN GOOD
 HU1637'CONDITION.  THE DISTANCES AND DIRECTIONS TO REFERENCE MARK
 HU1637'TWO WERE WITHIN CLOSE AGREEMENT WITH THE 1974
 HU1637'OBSERVATIONS.  THE 1974 DESCRIPTION IS ADEQUATE.
 HU1637'
 HU1637'THE MARYLAND-DELAWARE E-W LINE BOUNDARY MONUMENT NUMBER 12
 HU1637'WAS SET AT THIS DATE, SEE DESCRIPTION THEREOF.
 HU1637'
 HU1637'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1637'2-1/2 MILES WEST OF SELBYVILLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1638 ***********************************************************************
 HU1638  DESIGNATION -  BRIAR RM 1
 HU1638  PID         -  HU1638
 HU1638  STATE/COUNTY-  DE/SUSSEX
 HU1638  COUNTRY     -  US
 HU1638  USGS QUAD   -  WHALEYVILLE (2016)
 HU1638
 HU1638                         *CURRENT SURVEY CONTROL
 HU1638  ______________________________________________________________________
 HU1638* NAD 83(1991) POSITION- 38 27 08.54610(N) 075 16 01.19741(W)   ADJUSTED
 HU1638* NAVD 88 ORTHO HEIGHT -    11.8   (meters)       39.    (feet) VERTCON3
 HU1638  ______________________________________________________________________
 HU1638  GEOID HEIGHT    -        -35.858 (meters)                     GEOID18
 HU1638  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 HU1638  HORZ ORDER      -  SECOND
 HU1638
 HU1638.The horizontal coordinates were established by classical geodetic methods
 HU1638.and adjusted by the National Geodetic Survey in January 1992.
 HU1638
 HU1638.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1638
 HU1638.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1638.GEOID18 height accuracy estimate available here.
 HU1638
 HU1638.Click photographs - Photos may exist for this station.
 HU1638
 HU1638.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1638
 HU1638. The following values were computed from the NAD 83(1991) position.
 HU1638
 HU1638;                    North         East     Units Scale Factor Converg.
 HU1638;SPC DE       -    50,224.210   213,064.431   MT  0.99999710   +0 05 35.1
 HU1638;SPC DE       -   164,777.26    699,028.89   sFT  0.99999710   +0 05 35.1
 HU1638;SPC MD       -    88,652.504   551,261.372   MT  0.99997699   +1 05 15.7
 HU1638;SPC MD       -   290,854.09  1,808,596.68   sFT  0.99997699   +1 05 15.7
 HU1638;UTM  18      - 4,256,042.540   476,702.889   MT  0.99960668   -0 09 57.7
 HU1638
 HU1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1638!SPC DE       -   1.00000378  x   0.99999710  =   1.00000088
 HU1638!SPC MD       -   1.00000378  x   0.99997699  =   0.99998077
 HU1638!UTM  18      -   1.00000378  x   0.99960668  =   0.99961046
 HU1638
 HU1638:                Primary Azimuth Mark                     Grid Az
 HU1638:SPC DE       -  DAVIS RESET                              095 24 33.8
 HU1638:SPC MD       -  DAVIS RESET                              094 24 53.2
 HU1638:UTM  18      -  DAVIS RESET                              095 40 06.6
 HU1638
 HU1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7670256042(NAD 83)
 HU1638
 HU1638|---------------------------------------------------------------------|
 HU1638| PID    Reference Object                     Distance      Geod. Az  |
 HU1638|                                                           dddmmss.s |
 HU1638| HU2592 DAVIS RESET                         APPROX. 1.2 KM 0953008.9 |
 HU1638| HU1637 BRIAR                                23.295 METERS 17328     |
 HU1638|---------------------------------------------------------------------|
 HU1638
 HU1638                          SUPERSEDED SURVEY CONTROL
 HU1638
 HU1638  NAD 83(1986)-  38 27 08.53165(N)    075 16 01.22095(W) AD(       ) 2
 HU1638  NAD 27      -  38 27 08.11964(N)    075 16 02.53780(W) AD(       ) 2
 HU1638  NGVD 29 (07/19/86)   12.0    (m)           39.     (f) VERT ANG       
 HU1638
 HU1638.Superseded values are not recommended for survey control.
 HU1638
 HU1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1638.See file dsdata.pdf to determine how the superseded data were derived.
 HU1638
 HU1638_MARKER: DR = REFERENCE MARK DISK
 HU1638_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HU1638_STAMPING: BRIAR NO 1 1974
 HU1638_MARK LOGO: NGS
 HU1638_MAGNETIC: P = MARKER IS A STEEL PIPE
 HU1638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1638
 HU1638  HISTORY     - Date     Condition        Report By
 HU1638  HISTORY     - 1974     MONUMENTED       NGS
 HU1638
 HU1638                          STATION DESCRIPTION
 HU1638
 HU1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 HU1638'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHEAST OF
 HU1638'WHALEYSVILLE, MARYLAND AND 2.0 MILES WEST OF SELBYVILLE,
 HU1638'DELAWARE.
 HU1638'
 HU1638'TO REACH THE STATION FROM THE POST OFFICE IN SELBYVILLE,
 HU1638'DELAWARE, GO SOUTHWEST ON CHURCH STREET FOR 0.6 MILE TO THE
 HU1638'JUNCTION WITH U.S. HIGHWAY 113.  TURN RIGHT AND GO NORTH ON
 HU1638'U.S. HIGHWAY 113 FOR 0.2 MILE TO THE JUNCTION WITH STATE ROAD
 HU1638'54.  TURN LEFT AND GO NORTHWEST ON STATE ROAD 54 FOR 0.25
 HU1638'MILE TO A Y-INTERSECTION, BEAR LEFT AND GO SOUTH ON THE PAVED
 HU1638'ROAD FOR 0.1 MILE TO A CROSSROAD, CONTINUE SOUTH ON THE PAVED
 HU1638'ROAD FOR 0.1 MILE TO A CROSSROAD AND WOODEN BRIDGE, CONTINUE
 HU1638'SOUTHERLY CROSSING BRIDGE FOR 0.85 MILE TO THE STATE LINE AND
 HU1638'A FIELD ROAD ON THE RIGHT AND STATION DAVIS ON THE RIGHT.
 HU1638'TURN RIGHT AND GO WEST ON THE FIELD ROAD FOR 0.5 MILE TO DAVIS RM
 HU1638'3 ON THE LEFT, CONTINUE WEST ON THE FIELD ROAD FOR 0.2
 HU1638'MILE TO AN OLD ABANDONED HOUSE, BEAR LEFT AND GO WEST
 HU1638'CROSSING A FIELD FOR 0.2 MILE TO THE WEST END OF THE FIELD AND
 HU1638'THE STATION.
 HU1638'
 HU1638'THE STATION IS A STANDARD DISK STAMPED BRIAR NO 1
 HU1638'1974.  THE DISK IS BRAIZED TO THE TOP OF A 4-INCH GALVANIZED
 HU1638'PIPE THAT PROJECTS 9 INCHES ABOVE THE GROUND SURFACE.  IT IS
 HU1638'11 FEET EAST OF A TRIPLE TRUNK OAK TREE 20 INCHES IN
 HU1638'DIAMETER, 11 FEET EAST OF THE DITCH AND 8 FEET WEST OF THE
 HU1638'WEST EDGE OF THE FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2509 ***********************************************************************
 JU2509  DESIGNATION -  BRIDGE
 JU2509  PID         -  JU2509
 JU2509  STATE/COUNTY-  DE/NEW CASTLE
 JU2509  COUNTRY     -  US
 JU2509  USGS QUAD   -  DELAWARE CITY (2016)
 JU2509
 JU2509                         *CURRENT SURVEY CONTROL
 JU2509  ______________________________________________________________________
 JU2509* NAD 83(1991) POSITION- 39 33 16.01894(N) 075 35 56.81325(W)   NO CHECK
 JU2509* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) VERTCON3
 JU2509  ______________________________________________________________________
 JU2509  GEOID HEIGHT    -        -33.395 (meters)                     GEOID18
 JU2509  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC18
 JU2509  HORZ ORDER      -  THIRD
 JU2509
 JU2509.The horizontal coordinates were established by classical geodetic methods
 JU2509.and adjusted by the National Geodetic Survey in January 1992.
 JU2509
 JU2509.No horizontal observational check was made to the station.
 JU2509
 JU2509.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2509
 JU2509.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2509.GEOID18 height accuracy estimate available here.
 JU2509
 JU2509.Click photographs - Photos may exist for this station.
 JU2509
 JU2509.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2509
 JU2509. The following values were computed from the NAD 83(1991) position.
 JU2509
 JU2509;                    North         East     Units Scale Factor Converg.
 JU2509;SPC DE       -   172,576.439   184,319.338   MT  0.99999803   -0 06 58.3
 JU2509;SPC DE       -   566,194.53    604,721.03   sFT  0.99999803   -0 06 58.3
 JU2509;SPC NJ       -    80,626.729    55,543.525   MT  1.00000981   -0 41 59.9
 JU2509;SPC NJ       -   264,522.86    182,229.05   sFT  1.00000981   -0 41 59.9
 JU2509;UTM  18      - 4,378,478.772   448,528.737   MT  0.99963262   -0 22 53.5
 JU2509
 JU2509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2509!SPC DE       -   1.00000491  x   0.99999803  =   1.00000294
 JU2509!SPC NJ       -   1.00000491  x   1.00000981  =   1.00001472
 JU2509!UTM  18      -   1.00000491  x   0.99963262  =   0.99963753
 JU2509
 JU2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4852878478(NAD 83)
 JU2509
 JU2509                          SUPERSEDED SURVEY CONTROL
 JU2509
 JU2509  NAD 83(1986)-  39 33 16.01158(N)    075 35 56.82172(W) AD(       ) 3
 JU2509  NGVD 29 (06/08/88)    2.     (m)            7.     (f) VERT ANG       
 JU2509
 JU2509.Superseded values are not recommended for survey control.
 JU2509
 JU2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2509.See file dsdata.pdf to determine how the superseded data were derived.
 JU2509
 JU2509_MARKER: DD = SURVEY DISK
 JU2509_SETTING: 80 = SET IN A BOULDER
 JU2509_STAMPING: BRIDGE 1983
 JU2509_MARK LOGO: NOS
 JU2509_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2509+STABILITY: SURFACE MOTION
 JU2509
 JU2509  HISTORY     - Date     Condition        Report By
 JU2509  HISTORY     - 1983     MONUMENTED       NOS
 JU2509  HISTORY     - 20010331 MARK NOT FOUND   NGS
 JU2509  HISTORY     - 20050615 POOR             GEOCAC
 JU2509
 JU2509                          STATION DESCRIPTION
 JU2509
 JU2509'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (WVH)
 JU2509'THE STATION IS LOCATED ON THE SOUTH SIDE OF CHESAPEAKE AND
 JU2509'DELAWARE CANAL, WEST FROM THE DE 9 BRIDGE OVER THE CANAL.
 JU2509'
 JU2509'TO REACH THE STATION FROM DE 9 IN DELAWARE CITY, GO SOUTH ON
 JU2509'DE 9.  TURN RIGHT AT SOUTH END OF BRIDGE.  GO WEST ON DE 417
 JU2509'(DUTCH NECK ROAD)
 JU2509'0.7 KM (0.4 MILE) TO THE STATION ON THE RIGHT.
 JU2509'
 JU2509'THE STATION IS A STANDARD NOS DISK
 JU2509'STAMPED---BRIDGE 1983---,
 JU2509'SET INTO THE TOP OF A RIPRAP BOULDER.
 JU2509'IT IS LOCATED
 JU2509'19.57 METERS (64.2 FT) EAST FROM THE FIRST TELEPHONE POLE EAST OF
 JU2509'THE CURVE IN THE ROAD (19TH POLE WEST OF LAST LEFT TURN ON
 JU2509'CANAL SIDE OF ROAD), AND
 JU2509'6 METERS (19 FT) NORTH FROM THE CENTERLINE OF THE ROAD.
 JU2509'
 JU2509'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.88 METERS.
 JU2509
 JU2509                          STATION RECOVERY (2001)
 JU2509
 JU2509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU2509'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU2509
 JU2509                          STATION RECOVERY (2005)
 JU2509
 JU2509'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU2509'THE DISK HAS BEEN REMOVED AND ONLY A PIN REMAINS PROJECTING FROM THE
 JU2509'BOULDER.  ALSO, THE STATION IS LOCATED 64.2 FEET WEST OF THE FIRST
 JU2509'TELEPHONE POLE EAST OF THE CURVE IN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1354 ***********************************************************************
 HU1354  DESIGNATION -  BROADKILL
 HU1354  PID         -  HU1354
 HU1354  STATE/COUNTY-  DE/SUSSEX
 HU1354  COUNTRY     -  US
 HU1354  USGS QUAD   -  LEWES (2016)
 HU1354
 HU1354                         *CURRENT SURVEY CONTROL
 HU1354  ______________________________________________________________________
 HU1354* NAD 83(1991) POSITION- 38 49 42.69986(N) 075 12 42.87265(W)   ADJUSTED
 HU1354* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 HU1354  ______________________________________________________________________
 HU1354  GEOID HEIGHT    -        -35.550 (meters)                     GEOID18
 HU1354  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 HU1354  HORZ ORDER      -  SECOND
 HU1354
 HU1354.The horizontal coordinates were established by classical geodetic methods
 HU1354.and adjusted by the National Geodetic Survey in January 1992.
 HU1354
 HU1354.The orthometric height was scaled from a topographic map.
 HU1354
 HU1354.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1354.GEOID18 height accuracy estimate available here.
 HU1354
 HU1354.Click photographs - Photos may exist for this station.
 HU1354
 HU1354.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1354
 HU1354. The following values were computed from the NAD 83(1991) position.
 HU1354
 HU1354;                    North         East     Units Scale Factor Converg.
 HU1354;SPC DE       -    91,989.630   217,780.066   MT  0.99999889   +0 07 42.2
 HU1354;SPC DE       -   301,802.64    714,500.10   sFT  0.99999889   +0 07 42.2
 HU1354;SPC NJ       -       292.644    88,187.142   MT  0.99994703   -0 26 47.0
 HU1354;SPC NJ       -       960.12    289,327.32   sFT  0.99994703   -0 26 47.0
 HU1354;UTM  18      - 4,297,769.729   481,606.206   MT  0.99960417   -0 07 58.3
 HU1354
 HU1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1354!SPC DE       -   1.00000530  x   0.99999889  =   1.00000419
 HU1354!SPC NJ       -   1.00000530  x   0.99994703  =   0.99995233
 HU1354!UTM  18      -   1.00000530  x   0.99960417  =   0.99960947
 HU1354
 HU1354:                Primary Azimuth Mark                     Grid Az
 HU1354:SPC DE       -  MILTON BLACK WATER TANK                  237 54 12.8
 HU1354:SPC NJ       -  MILTON BLACK WATER TANK                  238 28 42.0
 HU1354:UTM  18      -  MILTON BLACK WATER TANK                  238 09 53.3
 HU1354
 HU1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8160697769(NAD 83)
 HU1354
 HU1354|---------------------------------------------------------------------|
 HU1354| PID    Reference Object                     Distance      Geod. Az  |
 HU1354|                                                           dddmmss.s |
 HU1354| HU1339 LEWES EPISCOPAL CHURCH SPIRE        APPROX. 8.5 KM 1333637.9 |
 HU1354| HU1342 LEWES STANDPIPE                     APPROX. 9.1 KM 1345204.1 |
 HU1354| HU1358 REHOBOTH BEACH STANDPIPE            APPROX.16.8 KM 1374006.2 |
 HU1354| DC7864 BROADKILL RM 2                       57.202 METERS 23029     |
 HU1354| HU1436 MILTON BLACK WATER TANK             APPROX.10.1 KM 2380155.0 |
 HU1354| DC7863 BROADKILL RM 1                       37.088 METERS 33154     |
 HU1354|---------------------------------------------------------------------|
 HU1354
 HU1354                          SUPERSEDED SURVEY CONTROL
 HU1354
 HU1354  NAD 83(1986)-  38 49 42.68871(N)    075 12 42.88142(W) AD(       ) 2
 HU1354  NAD 27      -  38 49 42.28300(N)    075 12 44.20500(W) AD(       ) 2
 HU1354
 HU1354.Superseded values are not recommended for survey control.
 HU1354
 HU1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1354.See file dsdata.pdf to determine how the superseded data were derived.
 HU1354
 HU1354_MARKER: DS = TRIANGULATION STATION DISK
 HU1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1354_STAMPING: BROADKILL 1933
 HU1354_MARK LOGO: CGS
 HU1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1354+STABILITY: SURFACE MOTION
 HU1354
 HU1354  HISTORY     - Date     Condition        Report By
 HU1354  HISTORY     - 1933     MONUMENTED       CGS
 HU1354  HISTORY     - 1943     GOOD             CGS
 HU1354  HISTORY     - 1945     GOOD             CGS
 HU1354  HISTORY     - 1946     GOOD             CGS
 HU1354  HISTORY     - 1954     MARK NOT FOUND   USGS
 HU1354  HISTORY     - 1961     MARK NOT FOUND   CGS
 HU1354
 HU1354                          STATION DESCRIPTION
 HU1354
 HU1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HU1354'THIS STATION IS LOCATED NEAR THE WATERS EDGE AT BROADKILL BEACH,
 HU1354'DELAWARE.
 HU1354'
 HU1354'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 HU1354'DISKS SET IN CONCRETE .
 HU1354'
 HU1354'REFERENCE MARK NO.1 IS NW OF THE STATION.  IT PROJECTS 8 INCHES
 HU1354'AND IS 60 FEET S OF THE HIGH WATER LINE.
 HU1354'
 HU1354'REFERENCE MARK NO.2 IS SW OF THE STATION.  IT PROJECTS 8 INCHES
 HU1354'AND IS 18 FEET W OF THE CENTER LINE OF THE ROAD.  MARK IS 2 FEET
 HU1354'N OF A SMALL CEDAR.
 HU1354'
 HU1354'TO REACH FROM MILFORD, DELAWARE--BEGIN AT THE PAVED CROSSROADS
 HU1354'1/2 MILE E OF MILFORD AND GO S 11.3 MILES TO DIRT ROAD ON THE
 HU1354'LEFT AND LARGE YELLOW SIGN READING BROADKILL BEACH.  TURN LEFT ON
 HU1354'DIRT ROAD, GO 3.2 MILES AND TAKE LEFT FORK.  GO 1.0 MILE TO THE
 HU1354'END OF THE ROAD AND STATION WILL BE BOUND ON THE RIGHT OPPOSITE
 HU1354'THE END OF THE ROAD.  STATION IS 90 FEET S OF THE HIGH WATER LINE
 HU1354'AND 27 FEET E OF THE CENTER LINE OF THE ROAD.  MARK PROJECTS 4
 HU1354'INCHES.
 HU1354
 HU1354                          STATION RECOVERY (1943)
 HU1354
 HU1354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1354'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT FOR THE FOLLOWING
 HU1354'DISCREPANCIES--
 HU1354'
 HU1354'1.  THE ROAD IS NOW PAVED AND THE STATION IS 9 METERS E OF THE
 HU1354'END OF THE PAVEMENT.
 HU1354'
 HU1354'2.  THE MARK IS NOW 2.0 FEET BELOW THE SURFACE OF THE GROUND.
 HU1354'
 HU1354'3.  REFERENCE MARK 1 COULD NOT BE FOUND AS A HOUSE HAD BEEN
 HU1354'BUILT OVER THE DESCRIBED POSITION.
 HU1354'
 HU1354'DISTANCE FROM THE STATION TO REFERENCE MARK 2 CHECKED WITHIN
 HU1354'0.04 FEET.
 HU1354
 HU1354                          STATION RECOVERY (1945)
 HU1354
 HU1354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (TBR)
 HU1354'THE STATION IS ON BROADKILL BEACH, ON THE E SIDE OF THE MACADAM
 HU1354'HIGHWAY LEADING DIRECTLY INTO THE SETTLEMENT AND TERMINATING AT
 HU1354'THE BEACH, 472 FEET FROM THE NEAR ABUTMENT OF THE BRIDGE ACROSS
 HU1354'THE CREEK, 65 FEET FROM THE HIGH-WATER LINE, 28.3 FEET FROM THE
 HU1354'CENTER LINE OF THE HIGHWAY, AND 5.9 FEET NW OF ELECTRIC POWER
 HU1354'POLE NEAREST BEACH.  IT IS COVERED BY 1 FOOT OF SAND.
 HU1354'
 HU1354'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE.  SUBSURFACE
 HU1354'MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 HU1354'
 HU1354'REFERENCE MARK 1 WAS DESTROYED BY WAVE ACTION.
 HU1354'
 HU1354'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN CONCRETE.  IT
 HU1354'IS SW AND ACROSS THE ROAD FROM THE STATION, ALSO ACROSS THE ROAD
 HU1354'FROM THE N CORNER OF THE GENERAL STORE OWNED BY O.C. BEIDEMAN,
 HU1354'287.5 FEET NE OF NEAR ABUTMENT OF BRIDGE, 19.2 FEET FROM THE
 HU1354'CENTER LINE OF THE ROAD, AND PROJECTS 4 INCHES ABOVE SURFACE OF
 HU1354'SAND.  SMALL CEDAR TREE REFERRED TO IN ORIGINAL
 HU1354'DESCRIPTION HAS BEEN CUT DOWN.  MARK IS 2 FEET NE OF THE
 HU1354'STUMP.
 HU1354'
 HU1354'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK SET IN CONCRETE.  IT
 HU1354'WAS ESTABLISHED ACROSS THE ROAD (W) FROM THE STATION, 2.2 FEET
 HU1354'FROM THE SIDE AND 19.7 FEET FROM FRONT CORNER OF A COTTAGE WITH
 HU1354'GREEN COMPOSITION SIDING, FACING WATER, 28.0 FEET FROM CENTER LINE
 HU1354'OF ROAD, AT A POINT 431 FEET FROM NEAR ABUTMENT OF BRIDGE, AND
 HU1354'PROJECTS 4 INCHES ABOVE SURFACE OF SAND.
 HU1354'
 HU1354'AZIMUTH MARK-TANK, BLACK, ELEVATED (MILTON) WAS NOT VISIBLE FROM
 HU1354'THE GROUND.
 HU1354
 HU1354                          STATION RECOVERY (1946)
 HU1354
 HU1354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 HU1354'STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 HU1354'CONDITION.  REFERENCE MARK 1 WAS NOT FOUND.  THE DISTANCE TO
 HU1354'REFERENCE MARK 2 WAS MEASURED AND FOUND TO BE CORRECT.  THE 1933
 HU1354'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES--
 HU1354'
 HU1354'1.  DELETE DESCRIPTION OF REFERENCE MARK 1.
 HU1354'
 HU1354'2.  REFERENCE MARK 1 IS LOST.
 HU1354'
 HU1354'3.  DELETE MARK IS 2 FEET FROM A SMALL CEDAR IN DESCRIPTION OF
 HU1354'REFERENCE MARK 2 AS THE SMALL CEDAR IS NO LONGER THERE.
 HU1354'
 HU1354'4.  ADD REFERENCE MARK 3 IS 66.7 FEET SW OF THE STATION, 18 FEET
 HU1354'W OF THE CENTER LINE OF THE ROAD AND ALONGSIDE A HOUSE.  THE MARK
 HU1354'PROJECTS 3 INCHES ABOVE THE SURFACE AND IS A BRONZE REFERENCE DISK.
 HU1354'
 HU1354'5.  CHANGE DIRT ROAD TO READ BLACK-TOP ROAD IN DESCRIPTION OF
 HU1354'THE STATION MARK.
 HU1354'
 HU1354'6.  CHANGE BOUND TO FOUND IN THE STATION MARK DESCRIPTION.
 HU1354'
 HU1354'7.  CHANGE STATION IS 90 FEET S OF THE HIGH-WATER LINE TO STATION
 HU1354'IS 20 FEET S OF THE HIGH-WATER LINE.
 HU1354'
 HU1354'THE ANGLE BETWEEN REFERENCE MARKS 2 AND 3 IS 42 DEGREES AND 15
 HU1354'MINUTES.
 HU1354
 HU1354                          STATION RECOVERY (1954)
 HU1354
 HU1354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 HU1354'STATION NOT RECOVERED, IF IT STILL EXISTS, IT IS BENEATH ABOUT
 HU1354'SIX FEET OF SAND.
 HU1354'
 HU1354'REFERENCE MARK 2 DESTROYED, FOUND LYING ON ITS SIDE.
 HU1354'
 HU1354'REFERENCE MARK 3 DESTROYED BY WAVE ACTION.
 HU1354
 HU1354                          STATION RECOVERY (1961)
 HU1354
 HU1354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 HU1354'LOST.  THE STATION MARK COULD NOT BE FOUND AFTER A VERY THOROUGH
 HU1354'SEARCH.  THE ROAD HAS BEEN WIDENED, THE AREA LEVELED AND THE
 HU1354'SHORELINE ERODED.  IT IS BELIEVED THAT THIS STATION IS
 HU1354'DESTROYED.  R.M. 1 WAS PREVIOUSLY REPORTED DESTROYED.  R.M. 2 WAS
 HU1354'FOUND DESTROYED DURING THIS RECOVERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3795 ***********************************************************************
 JU3795  DESIGNATION -  BUCK 2 1845
 JU3795  PID         -  JU3795
 JU3795  STATE/COUNTY-  DE/NEW CASTLE
 JU3795  COUNTRY     -  US
 JU3795  USGS QUAD   -  SAINT GEORGES (2016)
 JU3795
 JU3795                         *CURRENT SURVEY CONTROL
 JU3795  ______________________________________________________________________
 JU3795* NAD 83(1991) POSITION- 39 32 26.79233(N) 075 43 54.09173(W)   ADJUSTED
 JU3795* NAVD 88 ORTHO HEIGHT -    15.    (meters)       49.    (feet) SCALED
 JU3795  ______________________________________________________________________
 JU3795  GEOID HEIGHT    -        -33.285 (meters)                     GEOID18
 JU3795  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 JU3795  HORZ ORDER      -  FIRST
 JU3795
 JU3795.The horizontal coordinates were established by classical geodetic methods
 JU3795.and adjusted by the National Geodetic Survey in January 1992.
 JU3795
 JU3795.The orthometric height was scaled from a topographic map.
 JU3795
 JU3795.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3795.GEOID18 height accuracy estimate available here.
 JU3795
 JU3795.Click photographs - Photos may exist for this station.
 JU3795
 JU3795.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3795
 JU3795. The following values were computed from the NAD 83(1991) position.
 JU3795
 JU3795;                    North         East     Units Scale Factor Converg.
 JU3795;SPC DE       -   171,089.768   172,919.530   MT  1.00000403   -0 12 02.0
 JU3795;SPC DE       -   561,317.01    567,320.16   sFT  1.00000403   -0 12 02.0
 JU3795;SPC MD       -   208,799.487   509,026.085   MT  1.00001714   +0 47 45.7
 JU3795;SPC MD       -   685,036.32  1,670,029.75   sFT  1.00001714   +0 47 45.7
 JU3795;UTM  18      - 4,377,045.420   437,126.278   MT  0.99964867   -0 27 57.0
 JU3795
 JU3795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3795!SPC DE       -   1.00000291  x   1.00000403  =   1.00000694
 JU3795!SPC MD       -   1.00000291  x   1.00001714  =   1.00002005
 JU3795!UTM  18      -   1.00000291  x   0.99964867  =   0.99965157
 JU3795
 JU3795:                Primary Azimuth Mark                     Grid Az
 JU3795:SPC DE       -  TURKEY POINT RESET                       247 18 27.5
 JU3795:SPC MD       -  TURKEY POINT RESET                       246 18 39.8
 JU3795:UTM  18      -  TURKEY POINT RESET                       247 34 22.5
 JU3795
 JU3795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3712677045(NAD 83)
 JU3795
 JU3795|---------------------------------------------------------------------|
 JU3795| PID    Reference Object                     Distance      Geod. Az  |
 JU3795|                                                           dddmmss.s |
 JU3795| JV4850 TURKEY POINT RESET                  APPROX.25.9 KM 2470625.5 |
 JU3795|---------------------------------------------------------------------|
 JU3795
 JU3795                          SUPERSEDED SURVEY CONTROL
 JU3795
 JU3795  NAD 83(1986)-  39 32 26.78625(N)    075 43 54.09704(W) AD(       ) 1
 JU3795  NAD 27      -  39 32 26.39900(N)    075 43 55.34600(W) AD(       ) 1
 JU3795  USSD        -  39 32 26.78400(N)    075 43 55.17900(W) AD(       ) 3
 JU3795
 JU3795.Superseded values are not recommended for survey control.
 JU3795
 JU3795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3795.See file dsdata.pdf to determine how the superseded data were derived.
 JU3795
 JU3795_MARKER: Z = SEE DESCRIPTION
 JU3795_SETTING: 0 = UNSPECIFIED SETTING
 JU3795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3795
 JU3795  HISTORY     - Date     Condition        Report By
 JU3795  HISTORY     - 1835     MONUMENTED       SURCOA
 JU3795  HISTORY     - 1934     MARK NOT FOUND   CGS
 JU3795
 JU3795                          STATION DESCRIPTION
 JU3795
 JU3795'DESCRIBED BY US COAST SURVEY 1835 (JF)
 JU3795'ON THE HIGH BANK ON THE SOUTH SIDE OF THE CHESAPEAKE AND DELAWARE
 JU3795'CANAL, ABOUT 550 YARDS WEST OF THE SUMMIT BRIDGE.  STATION IS 15
 JU3795'FEET FROM NORTH EDGE OF BANK.  MARKING NOT KNOWN.
 JU3795
 JU3795                          STATION RECOVERY (1934)
 JU3795
 JU3795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (FGJ)
 JU3795'DESCRIPTION IS INADEQUATE.  THE STATION WAS SEARCHED FOR ON JUNE
 JU3795'28 AND NOT FOUND.  THE HILL ON WHICH THE STATION IS LOCATED WAS
 JU3795'FOUND.  THE STATION WAS PLACED 15 FEET BACK OF THE BANK ON THE
 JU3795'SOUTH SIDE OF THE CANAL WHICH AT THAT TIME WAS A LOCAL LEVEL
 JU3795'CANAL.  SINCE THE STATION WAS ESTABLISHED THE CANAL HAS BEEN
 JU3795'DEEPENED TO A SEA-LEVEL CANAL AND WIDENED.  HENCE, THE BANK HAS
 JU3795'UNDOUBTEDLY SLOUGHED OFF FAR MORE THAN 15 FEET, AND THE STATION
 JU3795'IS LOST.  THIS OPINION IS SHARED BY THE CORPS OF ENGINEERS OFFICE
 JU3795'AT CHESAPEAKE CITY, WHO HAVE SEARCHED FOR BUCK 2.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3668 ***********************************************************************
 JU3668  DESIGNATION -  BULKHEAD BAR FRONT RANGE LIGHT
 JU3668  PID         -  JU3668
 JU3668  STATE/COUNTY-  DE/NEW CASTLE
 JU3668  COUNTRY     -  US
 JU3668  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3668
 JU3668                         *CURRENT SURVEY CONTROL
 JU3668  ______________________________________________________________________
 JU3668* NAD 83(1991) POSITION- 39 39 19.13620(N) 075 34 22.18322(W)   ADJUSTED
 JU3668  ______________________________________________________________________
 JU3668  GEOID HEIGHT    -        -33.133 (meters)                     GEOID18
 JU3668  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 JU3668  HORZ ORDER      -  THIRD
 JU3668
 JU3668.The horizontal coordinates were established by classical geodetic methods
 JU3668.and adjusted by the National Geodetic Survey in January 1992.
 JU3668
 JU3668.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3668.GEOID18 height accuracy estimate available here.
 JU3668
 JU3668.Click photographs - Photos may exist for this station.
 JU3668
 JU3668.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3668
 JU3668. The following values were computed from the NAD 83(1991) position.
 JU3668
 JU3668;                    North         East     Units Scale Factor Converg.
 JU3668;SPC DE       -   183,770.984   186,597.980   MT  0.99999721   -0 05 58.8
 JU3668;SPC DE       -   602,921.97    612,196.87   sFT  0.99999721   -0 05 58.8
 JU3668;SPC NJ       -    91,797.555    57,936.253   MT  1.00000432   -0 41 04.9
 JU3668;SPC NJ       -   301,172.48    190,079.19   sFT  1.00000432   -0 41 04.9
 JU3668;UTM  18      - 4,389,658.534   450,858.400   MT  0.99962973   -0 21 56.0
 JU3668
 JU3668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5085889658(NAD 83)
 JU3668
 JU3668                          SUPERSEDED SURVEY CONTROL
 JU3668
 JU3668  NAD 83(1986)-  39 39 19.13084(N)    075 34 22.18853(W) AD(       ) 3
 JU3668  NAD 27      -  39 39 18.72700(N)    075 34 23.46000(W) AD(       ) 3
 JU3668
 JU3668.Superseded values are not recommended for survey control.
 JU3668
 JU3668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3668.See file dsdata.pdf to determine how the superseded data were derived.
 JU3668
 JU3668_MARKER: 14 = NAVIGATION LIGHT
 JU3668
 JU3668  HISTORY     - Date     Condition        Report By
 JU3668  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3668  HISTORY     - 1984     GOOD             NOS
 JU3668  HISTORY     - 20210122 GOOD             INDIV
 JU3668
 JU3668                          STATION DESCRIPTION
 JU3668
 JU3668'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU3668'THE STATION, BULKHEAD BAR FRONT RANGE LIGHT, IS THE CENTER OF THE
 JU3668'LIGHT ATOP THE LIGHT STRUCTURE.  IT IS COAST GUARD LL  2216.
 JU3668'
 JU3668'THE STATION IS LOCATED ON THE WESTERN SHORE OF DELAWARE RIVER,
 JU3668'SOUTH OF THE TOWN OF NEW CASTLE.
 JU3668'
 JU3668'TO REACH THE STATION FROM TOWN OF NEW CASTLE, GO BY BOAT SOUTH
 JU3668'TO THE STATION.
 JU3668
 JU3668                          STATION RECOVERY (2021)
 JU3668
 JU3668'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2021 (WTF)
 JU3668'STATION CAN BE REACHED BY THE MACADAM PATH 0.2 MI (0.3 KM) FROM THE
 JU3668'BOAT LAUNCH PARKING LOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2511 ***********************************************************************
 JU2511  DESIGNATION -  BULKHEAD SHOAL CHAN RNG FR LT
 JU2511  PID         -  JU2511
 JU2511  STATE/COUNTY-  DE/NEW CASTLE
 JU2511  COUNTRY     -  US
 JU2511  USGS QUAD   -  DELAWARE CITY (2016)
 JU2511
 JU2511                         *CURRENT SURVEY CONTROL
 JU2511  ______________________________________________________________________
 JU2511* NAD 83(1991) POSITION- 39 35 37.39918(N) 075 36 12.95515(W)   NO CHECK
 JU2511  ______________________________________________________________________
 JU2511  GEOID HEIGHT    -        -33.265 (meters)                     GEOID18
 JU2511  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 JU2511  HORZ ORDER      -  THIRD
 JU2511
 JU2511.The horizontal coordinates were established by classical geodetic methods
 JU2511.and adjusted by the National Geodetic Survey in January 1992.
 JU2511
 JU2511.No horizontal observational check was made to the station.
 JU2511
 JU2511.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2511.GEOID18 height accuracy estimate available here.
 JU2511
 JU2511.Click photographs - Photos may exist for this station.
 JU2511
 JU2511.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2511
 JU2511. The following values were computed from the NAD 83(1991) position.
 JU2511
 JU2511;                    North         East     Units Scale Factor Converg.
 JU2511;SPC DE       -   176,937.476   183,943.031   MT  0.99999817   -0 07 08.9
 JU2511;SPC DE       -   580,502.37    603,486.43   sFT  0.99999817   -0 07 08.9
 JU2511;SPC NJ       -    84,991.428    55,211.686   MT  1.00001058   -0 42 12.3
 JU2511;SPC NJ       -   278,842.71    181,140.34   sFT  1.00001058   -0 42 12.3
 JU2511;UTM  18      - 4,382,839.912   448,172.769   MT  0.99963307   -0 23 04.9
 JU2511
 JU2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4817282839(NAD 83)
 JU2511
 JU2511                          SUPERSEDED SURVEY CONTROL
 JU2511
 JU2511  NAD 83(1986)-  39 35 37.39224(N)    075 36 12.96371(W) AD(       ) 3
 JU2511
 JU2511.Superseded values are not recommended for survey control.
 JU2511
 JU2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2511.See file dsdata.pdf to determine how the superseded data were derived.
 JU2511
 JU2511_MARKER: 14 = NAVIGATION LIGHT
 JU2511_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2511
 JU2511  HISTORY     - Date     Condition        Report By
 JU2511  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU2511  HISTORY     - 19970831 GOOD             USPSQD
 JU2511
 JU2511                          STATION DESCRIPTION
 JU2511
 JU2511'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2511'THE STATION, BULKHEAD SHOAL CHAN RNG FR LT, IS THE CENTER OF THE
 JU2511'LIGHT ATOP THE LIGHT STRUCTURE.
 JU2511'
 JU2511'THE STATION IS LOCATED IN DELAWARE RIVER JUST NORTH FROM
 JU2511'DELAWARE CITY.
 JU2511'
 JU2511'TO REACH THE STATION FROM DELAWARE CITY, GO BY BOAT NORTHWEST
 JU2511'1.6 KM (1.0 MILE) TO THE STATION.
 JU2511
 JU2511                          STATION RECOVERY (1997)
 JU2511
 JU2511'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2511'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2512 ***********************************************************************
 JU2512  DESIGNATION -  BULKHEAD SHOAL CHAN RNG RR LT
 JU2512  PID         -  JU2512
 JU2512  STATE/COUNTY-  DE/NEW CASTLE
 JU2512  COUNTRY     -  US
 JU2512  USGS QUAD   -  DELAWARE CITY (2016)
 JU2512
 JU2512                         *CURRENT SURVEY CONTROL
 JU2512  ______________________________________________________________________
 JU2512* NAD 83(1991) POSITION- 39 35 54.85890(N) 075 36 43.80445(W)   NO CHECK
 JU2512  ______________________________________________________________________
 JU2512  GEOID HEIGHT    -        -33.236 (meters)                     GEOID18
 JU2512  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC18
 JU2512  HORZ ORDER      -  THIRD
 JU2512
 JU2512.The horizontal coordinates were established by classical geodetic methods
 JU2512.and adjusted by the National Geodetic Survey in January 1992.
 JU2512
 JU2512.No horizontal observational check was made to the station.
 JU2512
 JU2512.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2512.GEOID18 height accuracy estimate available here.
 JU2512
 JU2512.Click photographs - Photos may exist for this station.
 JU2512
 JU2512.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2512
 JU2512. The following values were computed from the NAD 83(1991) position.
 JU2512
 JU2512;                    North         East     Units Scale Factor Converg.
 JU2512;SPC DE       -   177,477.512   183,208.126   MT  0.99999847   -0 07 28.6
 JU2512;SPC DE       -   582,274.14    601,075.33   sFT  0.99999847   -0 07 28.6
 JU2512;SPC NJ       -    85,538.937    54,482.317   MT  1.00001229   -0 42 32.2
 JU2512;SPC NJ       -   280,639.00    178,747.40   sFT  1.00001229   -0 42 32.2
 JU2512;UTM  18      - 4,383,383.149   447,440.642   MT  0.99963401   -0 23 24.7
 JU2512
 JU2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4744083383(NAD 83)
 JU2512
 JU2512                          SUPERSEDED SURVEY CONTROL
 JU2512
 JU2512  NAD 83(1986)-  39 35 54.85209(N)    075 36 43.81248(W) AD(       ) 3
 JU2512
 JU2512.Superseded values are not recommended for survey control.
 JU2512
 JU2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2512.See file dsdata.pdf to determine how the superseded data were derived.
 JU2512
 JU2512_MARKER: 14 = NAVIGATION LIGHT
 JU2512_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2512
 JU2512  HISTORY     - Date     Condition        Report By
 JU2512  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU2512  HISTORY     - 19970831 GOOD             USPSQD
 JU2512
 JU2512                          STATION DESCRIPTION
 JU2512
 JU2512'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2512'THE STATION, BULKHEAD SHOAL CHAN RNG RR LT, IS THE CENTER OF THE
 JU2512'LIGHT ATOP THE 71 FOOT TALL LIGHT
 JU2512'STRUCTURE.  IT IS COAST GUARD LL  2207.
 JU2512'
 JU2512'THE STATION IS LOCATED ON THE WESTERN SHORE OF DELAWARE RIVER,
 JU2512'NORTH OF DELAWARE CITY.
 JU2512'
 JU2512'TO REACH THE STATION FROM DELAWARE CITY, GO BY BOAT NORTHWEST TO
 JU2512'THE LOADING TRESTLE IN HAMBURG COVE AND THE STATION JUST SOUTH
 JU2512'FROM IT.
 JU2512
 JU2512                          STATION RECOVERY (1997)
 JU2512
 JU2512'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2512'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2800 ***********************************************************************
 HU2800  DESIGNATION -  BUNKER
 HU2800  PID         -  HU2800
 HU2800  STATE/COUNTY-  DE/SUSSEX
 HU2800  COUNTRY     -  US
 HU2800  USGS QUAD   -  CAPE HENLOPEN (2016)
 HU2800
 HU2800                         *CURRENT SURVEY CONTROL
 HU2800  ______________________________________________________________________
 HU2800* NAD 83(1991) POSITION- 38 46 36.49118(N) 075 05 14.48576(W)   ADJUSTED
 HU2800* NAVD 88 ORTHO HEIGHT -    24.    (meters)       79.    (feet) SCALED
 HU2800  ______________________________________________________________________
 HU2800  GEOID HEIGHT    -        -35.635 (meters)                     GEOID18
 HU2800  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 HU2800  HORZ ORDER      -  THIRD
 HU2800
 HU2800.The horizontal coordinates were established by classical geodetic methods
 HU2800.and adjusted by the National Geodetic Survey in June 1992.
 HU2800
 HU2800.The orthometric height was scaled from a topographic map.
 HU2800
 HU2800.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2800.GEOID18 height accuracy estimate available here.
 HU2800
 HU2800.Click photographs - Photos may exist for this station.
 HU2800
 HU2800.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2800
 HU2800. The following values were computed from the NAD 83(1991) position.
 HU2800
 HU2800;                    North         East     Units Scale Factor Converg.
 HU2800;SPC DE       -    86,279.203   228,616.197   MT  1.00000508   +0 12 22.5
 HU2800;SPC DE       -   283,067.69    750,051.64   sFT  1.00000508   +0 12 22.5
 HU2800;UTM  18      - 4,292,012.282   492,411.882   MT  0.99960071   -0 03 17.0
 HU2800
 HU2800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2800!SPC DE       -   1.00000186  x   1.00000508  =   1.00000694
 HU2800!UTM  18      -   1.00000186  x   0.99960071  =   0.99960257
 HU2800
 HU2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9241192012(NAD 83)
 HU2800
 HU2800                          SUPERSEDED SURVEY CONTROL
 HU2800
 HU2800.No superseded survey control is available for this station.
 HU2800
 HU2800_MARKER: DD = SURVEY DISK
 HU2800_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU2800_SP_SET: BUNKER
 HU2800_STAMPING: BUNKER 1984
 HU2800_MARK LOGO: NOS
 HU2800_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU2800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2800+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 HU2800
 HU2800  HISTORY     - Date     Condition        Report By
 HU2800  HISTORY     - 1984     MONUMENTED       NOS
 HU2800  HISTORY     - 19950912 GOOD             USPSQD
 HU2800  HISTORY     - 20080917 GOOD             GEOCAC
 HU2800  HISTORY     - 20120210 GOOD             DELCOS
 HU2800
 HU2800                          STATION DESCRIPTION
 HU2800
 HU2800'DESCRIBED BY NATIONAL OCEAN SERVICE 1984
 HU2800'THE STATION IS LOCATED ON TOP OF A BUNKER IN A SAND DUNE AT FORT MILES
 HU2800'ARMY RECREATIONAL AREA ON CAPE HENLOPEN, DELAWARE.  THIS SAND DUNE IS
 HU2800'THE HIGHEST POINT IN THE IMMEDIATE AREA.
 HU2800'TO REACH STATION FROM THE LEWES FERRY TERMINAL FOLLOW ROUTE 9 E FOR
 HU2800'0.9 MI TO CAPE HENLOPEN STATE PARK AND FORT MILES ARMY RECREATIONAL
 HU2800'AREA.  TAKE FIRST RIGHT IN PARK TOWARD FT. MILES AND FOLLOW MAIN ROAD
 HU2800'FOR 0.8 MI TO FORK ON LEFT WITH A LOCKED ENTRANCE GATE.  FOLLOW ROAD
 HU2800'UP THE HILL FOR 0.2 MI TO THE LOCKED GATE AT BUNKER WITH A WHITE WHIP
 HU2800'ANTENNA ON THE TOP.  STATION IS ON THE TOP OF THE BUNKER APPROXIMATELY
 HU2800'49 FT NW OF THE ANTENNA ON A FOUR FT HIGH CONCRETE BLOCK.
 HU2800'STATION MARK IS A STANDARD NOS BRONZE DISK SET IN A DRILL HOLE IN A
 HU2800'FOUR FT HIGH CONCRETE BUNKER.
 HU2800'RM 1 IS 18.725 M (61.4 FT) N OF STATION.  RM 1 IS STAMPED---BUNKER
 HU2800'1984 RM 1---, SET 6-INCHES BELOW THE SAND SURFACE AND IS LOCATED NNE
 HU2800'OF A RDF ANTENNA.
 HU2800'RM 2 IS A 80 FT WHIP RDF ANTENNA WHICH IS LOCATED 15.021 M (49.3 FT)
 HU2800'NW OF THE STATION.
 HU2800
 HU2800                          STATION RECOVERY (1995)
 HU2800
 HU2800'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU2800'RECOVERED IN GOOD CONDITION.
 HU2800
 HU2800                          STATION RECOVERY (2008)
 HU2800
 HU2800'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 HU2800'NOTE - NEARBY ANTENNAS HAVE BEEN REMOVED, HOWEVER THE ANTENNA BASE
 HU2800'SERVING AS RM 2 IS INTACT AND CAN BE USED FOR MEASUREMENTS TO THE
 HU2800'STATION.
 HU2800
 HU2800                          STATION RECOVERY (2012)
 HU2800
 HU2800'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU2800'MARK IS LOCATED BEYOND A LOCKED GATE MAINTAINED BY CAPE HENLOPEN STATE
 HU2800'PARK, THAT CAN BE TRAVERSED AROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2801 ***********************************************************************
 HU2801  DESIGNATION -  BUNKER RM 1
 HU2801  PID         -  HU2801
 HU2801  STATE/COUNTY-  DE/SUSSEX
 HU2801  COUNTRY     -  US
 HU2801  USGS QUAD   -  CAPE HENLOPEN (2016)
 HU2801
 HU2801                         *CURRENT SURVEY CONTROL
 HU2801  ______________________________________________________________________
 HU2801* NAD 83(1991) POSITION- 38 46 35.88538(N) 075 05 14.53361(W)   ADJUSTED
 HU2801* NAVD 88 ORTHO HEIGHT -    24.    (meters)       79.    (feet) SCALED
 HU2801  ______________________________________________________________________
 HU2801  GEOID HEIGHT    -        -35.635 (meters)                     GEOID18
 HU2801  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 HU2801  HORZ ORDER      -  THIRD
 HU2801
 HU2801.The horizontal coordinates were established by classical geodetic methods
 HU2801.and adjusted by the National Geodetic Survey in June 1992.
 HU2801
 HU2801.The orthometric height was scaled from a topographic map.
 HU2801
 HU2801.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2801.GEOID18 height accuracy estimate available here.
 HU2801
 HU2801.Click photographs - Photos may exist for this station.
 HU2801
 HU2801.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2801
 HU2801. The following values were computed from the NAD 83(1991) position.
 HU2801
 HU2801;                    North         East     Units Scale Factor Converg.
 HU2801;SPC DE       -    86,260.518   228,615.109   MT  1.00000508   +0 12 22.4
 HU2801;SPC DE       -   283,006.38    750,048.07   sFT  1.00000508   +0 12 22.4
 HU2801;UTM  18      - 4,291,993.609   492,410.710   MT  0.99960071   -0 03 17.0
 HU2801
 HU2801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2801!SPC DE       -   1.00000186  x   1.00000508  =   1.00000694
 HU2801!UTM  18      -   1.00000186  x   0.99960071  =   0.99960257
 HU2801
 HU2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9241091993(NAD 83)
 HU2801
 HU2801                          SUPERSEDED SURVEY CONTROL
 HU2801
 HU2801.No superseded survey control is available for this station.
 HU2801
 HU2801_MARKER: DD = SURVEY DISK
 HU2801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2801_STAMPING: BUNKER 1984 RM 1
 HU2801_MARK LOGO: NOS
 HU2801_PROJECTION: RECESSED 15 CENTIMETERS
 HU2801_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2801+STABILITY: SURFACE MOTION
 HU2801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2801+SATELLITE: SATELLITE OBSERVATIONS - 1984
 HU2801
 HU2801  HISTORY     - Date     Condition        Report By
 HU2801  HISTORY     - 1984     MONUMENTED       NOS
 HU2801  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 HU2801
 HU2801                          STATION DESCRIPTION
 HU2801
 HU2801'DESCRIBED BY NATIONAL OCEAN SERVICE 1984
 HU2801'THE STATION IS LOCATED ON TOP OF A BUNKER IN A SAND DUNE AT FORT MILES
 HU2801'ARMY RECREATIONAL AREA ON CAPE HENLOPNEN, DELAWARE.
 HU2801'TO REACH STATION FROM THE LEWES FERRY TERMINAL FOLLOW ROUTE 9 E FOR
 HU2801'0.9 MI TO CAPE HENLOPEN STATE PARK AND FORT MILES ARMY RECREATIONAL
 HU2801'AREA.  TAKE FIRST RIGHT IN PARK TOWARD FT. MILES AND FOLLOW MAIN ROAD
 HU2801'FOR 0.8 MI TO FORK ON LEFT WITH A LOCKED ENTRANCE GATE.  FOLLOW ROAD
 HU2801'UP THE HILL FOR 0.2 MI TO THE LOCKED GATE AT BUNKER WITH A WHITE WHIP
 HU2801'ANTENNA ON TOP OF THE SAND DUNE AND STATION AREA.
 HU2801'STATION MARK IS A STANDARD NOS BRONZE DISK SET IN CONCRETE 6-INCHES
 HU2801'BELOW THE SAND SURFACE.  IT IS LOCATED 18.725 M (61.4 FT) S OF
 HU2801'STATION---BUNKER 1984--- AND 8.722 M (28.6 FT) SSW OF FROM A 80 FT
 HU2801'WHIP RDF ANTENNA.
 HU2801
 HU2801                          STATION RECOVERY (1995)
 HU2801
 HU2801'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU2801'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2684 ***********************************************************************
 HU2684  DESIGNATION -  BURRS AZ MK RESET
 HU2684  PID         -  HU2684
 HU2684  STATE/COUNTY-  DE/KENT
 HU2684  COUNTRY     -  US
 HU2684  USGS QUAD   -  BURRSVILLE (2016)
 HU2684
 HU2684                         *CURRENT SURVEY CONTROL
 HU2684  ______________________________________________________________________
 HU2684* NAD 83(1991) POSITION- 38 53 44.84836(N) 075 43 14.17259(W)   ADJUSTED
 HU2684* NAVD 88 ORTHO HEIGHT -    19.130 (meters)       62.76  (feet) ADJUSTED
 HU2684  ______________________________________________________________________
 HU2684  GEOID HEIGHT    -        -34.996 (meters)                     GEOID18
 HU2684  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC18
 HU2684  DYNAMIC HEIGHT  -         19.119 (meters)       62.73  (feet) COMP
 HU2684  MODELED GRAVITY -    980,039.9   (mgal)                       NAVD 88
 HU2684
 HU2684  HORZ ORDER      -  THIRD
 HU2684  VERT ORDER      -  SECOND    CLASS I
 HU2684
 HU2684.The horizontal coordinates were established by classical geodetic methods
 HU2684.and adjusted by the National Geodetic Survey in January 1992.
 HU2684
 HU2684.The orthometric height was determined by differential leveling and
 HU2684.adjusted by the NATIONAL GEODETIC SURVEY
 HU2684.in December 2004.
 HU2684
 HU2684.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2684.GEOID18 height accuracy estimate available here.
 HU2684
 HU2684.Click photographs - Photos may exist for this station.
 HU2684
 HU2684.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2684
 HU2684.The dynamic height is computed by dividing the NAVD 88
 HU2684.geopotential number by the normal gravity value computed on the
 HU2684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2684.degrees latitude (g = 980.6199 gals.).
 HU2684
 HU2684.The modeled gravity was interpolated from observed gravity values.
 HU2684
 HU2684. The following values were computed from the NAD 83(1991) position.
 HU2684
 HU2684;                    North         East     Units Scale Factor Converg.
 HU2684;SPC DE       -    99,480.696   173,632.574   MT  1.00000356   -0 11 27.0
 HU2684;SPC DE       -   326,379.58    569,659.54   sFT  1.00000356   -0 11 27.0
 HU2684;SPC MD       -   137,215.809   510,982.712   MT  0.99994991   +0 48 10.8
 HU2684;SPC MD       -   450,182.20  1,676,449.11   sFT  0.99994991   +0 48 10.8
 HU2684;UTM  18      - 4,305,459.278   437,509.902   MT  0.99964808   -0 27 08.9
 HU2684
 HU2684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2684!SPC DE       -   1.00000249  x   1.00000356  =   1.00000605
 HU2684!SPC MD       -   1.00000249  x   0.99994991  =   0.99995240
 HU2684!UTM  18      -   1.00000249  x   0.99964808  =   0.99965057
 HU2684
 HU2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3750905459(NAD 83)
 HU2684
 HU2684                          SUPERSEDED SURVEY CONTROL
 HU2684
 HU2684  NAD 83(1986)-  38 53 44.84055(N)    075 43 14.18699(W) AD(       ) 3
 HU2684  NGVD 29 (02/12/91)   19.8    (m)           65.     (f) VERT ANG       
 HU2684
 HU2684.Superseded values are not recommended for survey control.
 HU2684
 HU2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2684.See file dsdata.pdf to determine how the superseded data were derived.
 HU2684
 HU2684_MARKER: DZ = AZIMUTH MARK DISK
 HU2684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2684_STAMPING: BURRS 1934 RESET 1961
 HU2684_MARK LOGO: CGS
 HU2684_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU2684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2684+STABILITY: SURFACE MOTION
 HU2684_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2684+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 HU2684
 HU2684  HISTORY     - Date     Condition        Report By
 HU2684  HISTORY     - 1961     MONUMENTED       CGS
 HU2684  HISTORY     - 19830825 GOOD             NGS
 HU2684  HISTORY     - 20021029 GOOD             MDSHA
 HU2684  HISTORY     - 20120321 GOOD             DELCOS
 HU2684
 HU2684                          STATION DESCRIPTION
 HU2684
 HU2684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HU2684'THE MARKER IS LOCATED ABOUT 10.5 KM (6.50 MI) EAST OF DENTON, 9.65 KM
 HU2684'(6.00 MI) NORTH-NORTHWEST OF ADAMSVILLE AND 0.8 KM (0.50 MI) EAST OF
 HU2684'BURRSVILLE.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 HU2684'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 404 AND 313 IN
 HU2684'DENTON, GO NORTH ON STATE HIGHWAY 313 FOR 2.35 KM (1.45 MI) TO A SIDE
 HU2684'ROAD RIGHT.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 317 FOR 7.25 KM
 HU2684'(4.50 MI) TO A CROSSROADS NEAR THE CENTER OF THE SMALL VILLAGE OF
 HU2684'BURRSVILLE.  CONTINUE EAST ON STATE HIGHWAY 317 FOR 0.65 KM (0.40 MI)
 HU2684'TO THE MARKER ON THE LEFT.
 HU2684'THE DISK IS SET IN THE TOP OF THE 0.3 M (1.0 FT) ROUND CONCRETE
 HU2684'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 8.54 M
 HU2684'(28.0 FT) NORTH OF THE CENTER OF STATE HIGHWAY 317, 11.0 M (36.1 FT)
 HU2684'4.85 EAST OF THE CENTER OF A DRIVE LEADING NORTH TO MR. HAROLD A.
 HU2684'HOPKINS RESIDENCE AT ROUTE 3, BOX 56A HARRINGTON, DELAWARE, 0.43 M
 HU2684'(1.4 FT) NORTH OF A WITNESS POST AND 0.8 M (2.6 FT) WEST-NORTHWEST OF
 HU2684'A POWERLINE POLE NUMBERED KZS 39 64.
 HU2684
 HU2684                          STATION RECOVERY (2002)
 HU2684
 HU2684'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2002 (SFK)
 HU2684'RECOVERED AS DESCRIBED.
 HU2684
 HU2684                          STATION RECOVERY (2012)
 HU2684
 HU2684'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU2684'LOCATED IN THE BRIER PATCH NEXT TO TELEPHONE POLE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2702 ***********************************************************************
 HU2702  DESIGNATION -  BURRS RM 2
 HU2702  PID         -  HU2702
 HU2702  STATE/COUNTY-  DE/KENT
 HU2702  COUNTRY     -  US
 HU2702  USGS QUAD   -  BURRSVILLE (2016)
 HU2702
 HU2702                         *CURRENT SURVEY CONTROL
 HU2702  ______________________________________________________________________
 HU2702* NAD 83(1986) POSITION- 38 53 42.60   (N) 075 43 39.49   (W)   HD_HELD1
 HU2702* NAVD 88 ORTHO HEIGHT -    16.345 (meters)       53.63  (feet) ADJUSTED
 HU2702  ______________________________________________________________________
 HU2702  GEOID HEIGHT    -        -34.988 (meters)                     GEOID18
 HU2702  DYNAMIC HEIGHT  -         16.335 (meters)       53.59  (feet) COMP
 HU2702  MODELED GRAVITY -    980,039.9   (mgal)                       NAVD 88
 HU2702
 HU2702  VERT ORDER      -  SECOND    CLASS I
 HU2702
 HU2702.The horizontal coordinates were determined by differentially corrected
 HU2702.hand held GPS observations or other comparable positioning techniques
 HU2702.and have an estimated accuracy of +/- 3 meters.
 HU2702
 HU2702.The orthometric height was determined by differential leveling and
 HU2702.adjusted by the NATIONAL GEODETIC SURVEY
 HU2702.in December 2004.
 HU2702
 HU2702.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2702.GEOID18 height accuracy estimate available here.
 HU2702
 HU2702.Click photographs - Photos may exist for this station.
 HU2702
 HU2702.The dynamic height is computed by dividing the NAVD 88
 HU2702.geopotential number by the normal gravity value computed on the
 HU2702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2702.degrees latitude (g = 980.6199 gals.).
 HU2702
 HU2702.The modeled gravity was interpolated from observed gravity values.
 HU2702
 HU2702;                    North         East    Units  Estimated Accuracy
 HU2702;SPC DE       -    99,413.4     173,022.2     MT  (+/- 3 meters HH1 GPS) 
 HU2702
 HU2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3689905394(NAD 83)
 HU2702
 HU2702                          SUPERSEDED SURVEY CONTROL
 HU2702
 HU2702.No superseded survey control is available for this station.
 HU2702
 HU2702_MARKER: DR = REFERENCE MARK DISK
 HU2702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2702_STAMPING: BURRS NO 2 1934
 HU2702_MARK LOGO: CGS
 HU2702_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU2702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2702+STABILITY: SURFACE MOTION
 HU2702_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2702+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 HU2702
 HU2702  HISTORY     - Date     Condition        Report By
 HU2702  HISTORY     - 1934     MONUMENTED       CGS
 HU2702  HISTORY     - 19830825 GOOD             NGS
 HU2702  HISTORY     - 20021029 GOOD             MDSHA
 HU2702
 HU2702                          STATION DESCRIPTION
 HU2702
 HU2702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HU2702'THE MARKER IS LOCATED ABOUT 9.65 KM (6.00 MI) EAST OF DENTON, 9.65 KM
 HU2702'(6.00 MI) NORTH-NORTHWEST OF ADAMSVILLE AND IN THE SMALL VILLAGE OF
 HU2702'BURRSVILLE.  OWNERSHIP--MR. AND MRS. HAROLD HAMMON, BURRSVILLE,
 HU2702'MARYLAND.
 HU2702'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 404 AND 313 IN
 HU2702'DENTON, GO NORTH ON STATE HIGHWAY 313 FOR 2.35 KM (1.45 MI) TO A SIDE
 HU2702'ROAD RIGHT.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 317 FOR 7.25 KM
 HU2702'(4.50 MI) TO A CROSSROADS NEAR THE CENTER OF THE SMALL VILLAGE OF
 HU2702'BURRSVILLE.  CONTINUE EAST ON STATE HIGHWAY 317 FOR 0.15 KM (0.10 MI)
 HU2702'TO THE MARKER ON THE RIGHT.
 HU2702'THE DISK IS SET IN THE TOP OF THE 0.25 M (0.8 FT) SQUARE CONCRETE
 HU2702'MONUMENT WHICH IS RECESSED 0.05 M (0.2 FT) BELOW THE SURFACE OF THE
 HU2702'GROUND.  IT IS 4.73 M (15.5 FT) WEST OF THE CENTER OF A PRIVATE LANE,
 HU2702'34.85 M (114.3 FT) SOUTH OF THE CENTER OF STATE HIGHWAY 317, 0.22 M
 HU2702'(0.7 FT) NORTH OF A WITNESS POST AND 36.57 M (120.0 FT) EAST OF A
 HU2702'DITCH.
 HU2702'THIS MARK IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 HU2702
 HU2702                          STATION RECOVERY (2002)
 HU2702
 HU2702'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2002 (SFK)
 HU2702'THE STATION IS LOCATED ABOUT 6.0 MI (9.66 KM) EAST OF DENTON, 6.0 MI
 HU2702'(9.66 KM) NORTH-NORTHWEST OF ADAMSVILLE AND IN THE TOWN OF BURRSVILLE.
 HU2702'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 404 AND
 HU2702'313 IN DENTON, GO NORTH ALONG STATE HIGHWAY 313 FOR 1.45 MI (2.33 KM)
 HU2702'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ALONG STATE HIGHWAY 317
 HU2702'FOR 4.5 MI (7.24 KM) TO A CROSSROADS NEAR THE CENTER OF THE VILLAGE OF
 HU2702'BURRSVILLE.  CONTINUE EAST ON STATE HIGHWAY 317 FOR 0.1 MI (0.16 KM)
 HU2702'TO THE STATION ON THE RIGHT.  THE STATION IS A COAST AND GEODETIC
 HU2702'REFERENCE MARK DISK SET IN THE TOP OF A 12 INCH (30 CM) SQUARE
 HU2702'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 111.0 FT (33.8 M)
 HU2702'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 97.2 FT (29.6 M) EAST OF THE
 HU2702'STATION, 15.0 FT (4.6 M) SOUTHWEST OF THE CENTER OF A DRIVEWAY, 84.8
 HU2702'FT (25.8 M) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A MOBILE HOME,
 HU2702'47.0 FT (14.3 M) NORTHWEST OF A 48 INCH (122 CM) MAPLE TREE, 76.2 FT
 HU2702'(23.2 M) SOUTH-SOUTHEAST OF THE WEST END OF A CONCRETE PIPE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1392 ***********************************************************************
 HU1392  DESIGNATION -  BURTONS ISLAND
 HU1392  PID         -  HU1392
 HU1392  STATE/COUNTY-  DE/SUSSEX
 HU1392  COUNTRY     -  US
 HU1392  USGS QUAD   -  BETHANY BEACH (2016)
 HU1392
 HU1392                         *CURRENT SURVEY CONTROL
 HU1392  ______________________________________________________________________
 HU1392* NAD 83(1991) POSITION- 38 36 50.99602(N) 075 04 58.35779(W)   ADJUSTED
 HU1392* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 HU1392  ______________________________________________________________________
 HU1392  GEOID HEIGHT    -        -35.730 (meters)                     GEOID18
 HU1392  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 HU1392  HORZ ORDER      -  THIRD
 HU1392
 HU1392.The horizontal coordinates were established by classical geodetic methods
 HU1392.and adjusted by the National Geodetic Survey in January 1992.
 HU1392
 HU1392.The orthometric height was scaled from a topographic map.
 HU1392
 HU1392.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1392.GEOID18 height accuracy estimate available here.
 HU1392
 HU1392.Click photographs - Photos may exist for this station.
 HU1392
 HU1392.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1392
 HU1392. The following values were computed from the NAD 83(1991) position.
 HU1392
 HU1392;                    North         East     Units Scale Factor Converg.
 HU1392;SPC DE       -    68,226.295   229,071.255   MT  1.00000540   +0 12 29.9
 HU1392;SPC DE       -   223,839.10    751,544.61   sFT  1.00000540   +0 12 29.9
 HU1392;UTM  18      - 4,273,964.796   492,784.708   MT  0.99960064   -0 03 06.2
 HU1392
 HU1392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1392!SPC DE       -   1.00000533  x   1.00000540  =   1.00001073
 HU1392!UTM  18      -   1.00000533  x   0.99960064  =   0.99960597
 HU1392
 HU1392:                Primary Azimuth Mark                     Grid Az
 HU1392:SPC DE       -  MASSEY                                   304 12 26.6
 HU1392:UTM  18      -  MASSEY                                   304 28 02.7
 HU1392
 HU1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9278473964(NAD 83)
 HU1392
 HU1392|---------------------------------------------------------------------|
 HU1392| PID    Reference Object                     Distance      Geod. Az  |
 HU1392|                                                           dddmmss.s |
 HU1392| DC7870 BURTONS ISLAND RM                    61.300 METERS 00435     |
 HU1392| DC7871 BURTONS ISLAND RM 2                  47.270 METERS 01023     |
 HU1392| HU1372 INDIAN RIVER CG CUPOLA              APPROX. 2.6 KM 0322837.7 |
 HU1392| DC7872 BURTONS ISLAND RM 3                  50.410 METERS 07235     |
 HU1392| HU1388 QUILLEN POINT FLAGPOLE              APPROX. 2.9 KM 1673022.7 |
 HU1392| HU1381 BETHEL CHURCH SPIRE                 APPROX. 7.8 KM 1853117.0 |
 HU1392| HU1393 BURTONS IS EAST HOUSE CHIMNEY       293.296 METERS 24415     |
 HU1392| HU1382 MASSEY                              APPROX. 2.1 KM 3042456.5 |
 HU1392|---------------------------------------------------------------------|
 HU1392
 HU1392                          SUPERSEDED SURVEY CONTROL
 HU1392
 HU1392  NAD 83(1986)-  38 36 50.97956(N)    075 04 58.37283(W) AD(       ) 3
 HU1392  NAD 27      -  38 36 50.57512(N)    075 04 59.71719(W) AD(       ) 3
 HU1392  USSD        -  38 36 50.93900(N)    075 04 59.51500(W) AD(       ) 3
 HU1392
 HU1392.Superseded values are not recommended for survey control.
 HU1392
 HU1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1392.See file dsdata.pdf to determine how the superseded data were derived.
 HU1392
 HU1392_MARKER: DS = TRIANGULATION STATION DISK
 HU1392_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HU1392_MARK LOGO: CGS
 HU1392_PROJECTION: PROJECTING 15 CENTIMETERS
 HU1392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1392
 HU1392  HISTORY     - Date     Condition        Report By
 HU1392  HISTORY     - 1909     MONUMENTED       CGS
 HU1392  HISTORY     - 1934     SEE DESCRIPTION  CGS
 HU1392  HISTORY     - 1943     SEE DESCRIPTION  CGS
 HU1392  HISTORY     - 1962     MARK NOT FOUND   CGS
 HU1392
 HU1392                          STATION DESCRIPTION
 HU1392
 HU1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (ES)
 HU1392'THIS STATION IS NEAR THE CENTER OF BURTONS ISLAND WHICH
 HU1392'LIES BETWEEN REHOBOTH BAY AND INDIAN RIVER.  IT IS ABOUT NE
 HU1392'FROM THE CLUBHOUSE IN AN OLD FIELD THAT HAS NOT BEEN CULTIVATED
 HU1392'FOR SOME YEARS.  IT IS ON THE HIGHEST PART OF THIS PART
 HU1392'OF THE ISLAND.  THE GROUND IS VERY HARD.
 HU1392'
 HU1392'THE MARK IS A COPPER TRIANGULATION-STATION MARK SET IN CEMENT
 HU1392'2 FEET BELOW SURFACE.  ABOVE THIS A BLOCK OF CEMENT IN WHICH IS
 HU1392'SET A COPPER TRIANGULATION MARK FASTENED IN 1-INCH
 HU1392'GALVANIZED-IRON PIPE 18 INCHES LONG.  THIS CEMENT BLOCK
 HU1392'PROJECTS 8 INCHES ABOVE GROUND AND IS 10 INCHES SQUARE.
 HU1392'
 HU1392'REFERENCE MARK IS N NEAR A SMALL CLUMP OF TREES AND IS A
 HU1392'CEMENT BLOCK WITH CIRCLE AND NAIL TO MARK CENTER.
 HU1392
 HU1392                          STATION RECOVERY (1934)
 HU1392
 HU1392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1392'UNDERGROUND STATION MARK RECOVERED IN PLACE.  THE SURFACE
 HU1392'STATION MARK WAS FOUND PARTIALLY DUG UP AND LEANING BADLY.  NO
 HU1392'TRACE OF THE REFERENCE MARK COULD BE FOUND, AND THE CLUMP
 HU1392'OF TREES MENTIONED IN THE ORIGINAL DESCRIPTION NO LONGER
 HU1392'EXISTS.  THE FIELD HAS BEEN CULTIVATED RECENTLY, AND THE MARKS
 HU1392'WERE PROBABLY DISTURBED IN PLOWING.  THE SURFACE STATION MARK
 HU1392'WAS RE-CENTERED OVER THE UNDERGROUND MARK, AND TWO NEW
 HU1392'REFERENCE MARKS, STANDARD BRONZE DISKS SET IN CONCRETE.
 HU1392'
 HU1392'DESCRIPTION OF STATION SHOULD READ AS FOLLOWS--ON THE NE
 HU1392'SHORE OF INDIAN RIVER BAY ON BURTON ISLAND ON THE SE PORTION
 HU1392'OF THE ISLAND PROPER AND ABOUT 1800 METERS W FROM INDIAN
 HU1392'RIVER INLET.  ALL OF THE HIGH GROUND ON BURTON ISLAND HAS
 HU1392'RECENTLY BEEN CULTIVATED, AND THE STATION IS IN THE EASTERLY
 HU1392'PART OF THIS CULTIVATED AREA.  THE MARK IS ABOUT 400 METERS E
 HU1392'OF THE BURTON ISLAND GUN CLUB, AND ABOUT 60 METERS SW FROM
 HU1392'THE MARSH AT THE CENTER OF THE E SIDE OF THE ISLAND.  TO REACH
 HU1392'THE STATION, LAND WITH BOAT AT THE BURTON ISLAND GUN CLUB
 HU1392'DOCK, THEN WALK E ACROSS THE ISLAND TO EASTERLY PART OF
 HU1392'FIELD.
 HU1392'
 HU1392'THE UNDERGROUND STATION MARK IS A COPPER TRIANGULATION DISK
 HU1392'SET IN CEMENT 2 FEET BELOW THE SURFACE.  THE SURFACE STATION
 HU1392'MARK IS A STANDARD DISK FASTENED IN A 1-INCH GALVANIZED-IRON
 HU1392'PIPE 18 INCHES LONG, WHICH IS SET IN A BLOCK OF CONCRETE 10
 HU1392'INCHES SQUARE AT THE TOP AND PROJECTING 6 INCHES ABOVE GROUND.
 HU1392'
 HU1392'TWO ADDITIONAL REFERENCE MARKS, STANDARD BRONZE DISKS SET
 HU1392'IN CONCRETE , STAMPED NO.2 AND NO.3,
 HU1392'1909 WERE ESTABLISHED.  THEY ARE SET IN A NORTHEASTERLY
 HU1392'DIRECTION FROM THE STATION IN THE EDGE OF THE FIELD AMONG
 HU1392'TALL WEEDS AND SMALL BUSHES WHICH LINE THE EDGE OF THE MARSH
 HU1392'AREA.
 HU1392
 HU1392                          STATION RECOVERY (1943)
 HU1392
 HU1392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1392'STATION RECOVERED AS DESCRIBED WITH THE EXCEPTION OF THE
 HU1392'FOLLOWING DISCREPANCIES--
 HU1392'
 HU1392'1.  NEITHER REFERENCE MARK 1 NOR REFERENCE MARK 2 WAS RECOVERED,
 HU1392'ALTHOUGH A WIDE AREA WAS SEARCHED OVER, USING THE DISTANCES IN
 HU1392'THE DESCRIPTION.
 HU1392'
 HU1392'2.  THE STATION IS 68 METERS SW OF THE W END OF THE MARSH,
 HU1392'AT A POINT DIRECTLY ABOVE A LONG HIGH NECK WHICH EXTENDS INTO
 HU1392'THE MARSH.
 HU1392
 HU1392                          STATION RECOVERY (1962)
 HU1392
 HU1392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKW)
 HU1392'NOT RECOVERED.  A THOROUGH SEARCH WAS MADE FOR THIS STATION
 HU1392'FOR TWO HOURS.  THE AREA HAS GROWN UP WITH BUSHES, BRIARS AND TALL
 HU1392'GRASS.  IT IS PROBABLY INTACT BUT COVERED-OVER BY SAND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1776 ***********************************************************************
 JU1776  DESIGNATION -  C 1
 JU1776  PID         -  JU1776
 JU1776  STATE/COUNTY-  DE/NEW CASTLE
 JU1776  COUNTRY     -  US
 JU1776  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1776
 JU1776                         *CURRENT SURVEY CONTROL
 JU1776  ______________________________________________________________________
 JU1776* NAD 83(1986) POSITION- 39 43 42.     (N) 075 32 03.     (W)   SCALED
 JU1776* NAVD 88 ORTHO HEIGHT -     1.669 (meters)        5.48  (feet) ADJUSTED
 JU1776  ______________________________________________________________________
 JU1776  GEOID HEIGHT    -        -32.979 (meters)                     GEOID18
 JU1776  DYNAMIC HEIGHT  -          1.668 (meters)        5.47  (feet) COMP
 JU1776  MODELED GRAVITY -    980,174.0   (mgal)                       NAVD 88
 JU1776
 JU1776  VERT ORDER      -  FIRST     CLASS II
 JU1776
 JU1776.The horizontal coordinates were scaled from a map and have
 JU1776.an estimated accuracy of +/- 6 seconds.
 JU1776
 JU1776.The orthometric height was determined by differential leveling and
 JU1776.adjusted by the NATIONAL GEODETIC SURVEY
 JU1776.in June 1991.
 JU1776
 JU1776.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1776.GEOID18 height accuracy estimate available here.
 JU1776
 JU1776.Click photographs - Photos may exist for this station.
 JU1776
 JU1776.The dynamic height is computed by dividing the NAVD 88
 JU1776.geopotential number by the normal gravity value computed on the
 JU1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1776.degrees latitude (g = 980.6199 gals.).
 JU1776
 JU1776.The modeled gravity was interpolated from observed gravity values.
 JU1776
 JU1776;                    North         East    Units  Estimated Accuracy
 JU1776;SPC DE       -   191,870.      189,930.      MT  (+/- 180 meters Scaled)
 JU1776
 JU1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ542977(NAD 83)
 JU1776
 JU1776                          SUPERSEDED SURVEY CONTROL
 JU1776
 JU1776  NGVD 29 (11/26/84)    1.939  (m)            6.36   (f) ADJUSTED    1 2
 JU1776
 JU1776.Superseded values are not recommended for survey control.
 JU1776
 JU1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1776.See file dsdata.pdf to determine how the superseded data were derived.
 JU1776
 JU1776_MARKER: DB = BENCH MARK DISK
 JU1776_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1776_SP_SET: PIER
 JU1776_STAMPING: 6.729 C 1 1931
 JU1776_MARK LOGO: CGS
 JU1776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1776
 JU1776  HISTORY     - Date     Condition        Report By
 JU1776  HISTORY     - 1931     MONUMENTED       CGS
 JU1776  HISTORY     - 1965     GOOD             CGS
 JU1776  HISTORY     - 1980     GOOD             LOCSUR
 JU1776  HISTORY     - 1981     GOOD             UDE
 JU1776  HISTORY     - 19910425 MARK NOT FOUND   USGS
 JU1776
 JU1776                          STATION DESCRIPTION
 JU1776
 JU1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU1776'AT WILMINGTON.
 JU1776'AT WILMINGTON, ABOUT 0.15 MILE EAST ALONG PENNSYLVANIA FREIGHT
 JU1776'LINE FROM CROSSING OF CHRISTINA AVENUE, IN THE TOP OF THE SOUTH
 JU1776'END OF TOP STONE OF LOW STONE MASONRY PARK OF STONE AND CONCRETE
 JU1776'WEST PIER OF P.R.R. FREIGHT TRACK BRIDGE OVER CHRISTINA RIVER,
 JU1776'ACROSS CHRISTINA RIVER FROM CHERRY ISLAND, AT THE SOUTHWEST
 JU1776'CORNER OF SWIVEL STEEL PART OF BRIDGE AND 12 FEET BELOW LEVEL OF
 JU1776'TRACK.
 JU1776
 JU1776                          STATION RECOVERY (1980)
 JU1776
 JU1776'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 JU1776'RECOVERED IN GOOD CONDITION.
 JU1776
 JU1776                          STATION RECOVERY (1981)
 JU1776
 JU1776'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1776'RECOVERED IN GOOD CONDITION.
 JU1776
 JU1776                          STATION RECOVERY (1991)
 JU1776
 JU1776'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1776'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0976 ***********************************************************************
 HU0976  DESIGNATION -  C 10
 HU0976  PID         -  HU0976
 HU0976  STATE/COUNTY-  DE/SUSSEX
 HU0976  COUNTRY     -  US
 HU0976  USGS QUAD   -  LAUREL (2016)
 HU0976
 HU0976                         *CURRENT SURVEY CONTROL
 HU0976  ______________________________________________________________________
 HU0976* NAD 83(1986) POSITION- 38 32 55.0    (N) 075 34 40.3    (W)   HD_HELD2
 HU0976* NAVD 88 ORTHO HEIGHT -     8.454 (meters)       27.74  (feet) ADJUSTED
 HU0976  ______________________________________________________________________
 HU0976  GEOID HEIGHT    -        -35.670 (meters)                     GEOID18
 HU0976  DYNAMIC HEIGHT  -          8.449 (meters)       27.72  (feet) COMP
 HU0976  MODELED GRAVITY -    980,014.1   (mgal)                       NAVD 88
 HU0976
 HU0976  VERT ORDER      -  SECOND    CLASS 0
 HU0976
 HU0976.The horizontal coordinates were established by autonomous hand held GPS
 HU0976.observations and have an estimated accuracy of +/- 10 meters.
 HU0976
 HU0976.The orthometric height was determined by differential leveling and
 HU0976.adjusted by the NATIONAL GEODETIC SURVEY
 HU0976.in June 1991.
 HU0976
 HU0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0976.GEOID18 height accuracy estimate available here.
 HU0976
 HU0976.Click photographs - Photos may exist for this station.
 HU0976
 HU0976.The dynamic height is computed by dividing the NAVD 88
 HU0976.geopotential number by the normal gravity value computed on the
 HU0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0976.degrees latitude (g = 980.6199 gals.).
 HU0976
 HU0976.The modeled gravity was interpolated from observed gravity values.
 HU0976
 HU0976;                    North         East    Units  Estimated Accuracy
 HU0976;SPC DE       -    60,909.      185,948.      MT  (+/- 10 meters HH2 GPS)
 HU0976
 HU0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4964566845(NAD 83)
 HU0976
 HU0976                          SUPERSEDED SURVEY CONTROL
 HU0976
 HU0976  NGVD 29 (11/26/84)    8.703  (m)           28.55   (f) ADJUSTED    2 0
 HU0976
 HU0976.Superseded values are not recommended for survey control.
 HU0976
 HU0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0976.See file dsdata.pdf to determine how the superseded data were derived.
 HU0976
 HU0976_MARKER: DB = BENCH MARK DISK
 HU0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0976_STAMPING: C 10 1942
 HU0976_MARK LOGO: CGS
 HU0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0976+STABILITY: SURFACE MOTION
 HU0976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0976+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2013
 HU0976
 HU0976  HISTORY     - Date     Condition        Report By
 HU0976  HISTORY     - 1942     MONUMENTED       CGS
 HU0976  HISTORY     - 1943     GOOD             CGS
 HU0976  HISTORY     - 1981     GOOD             UDE
 HU0976  HISTORY     - 20130614 GOOD             DELCOS
 HU0976
 HU0976                          STATION DESCRIPTION
 HU0976
 HU0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0976'0.6 MI SW FROM LAUREL.
 HU0976'0.6 MILE SOUTHWEST ALONG HIGHWAY 24 FROM THE RAILROAD CROSSING, AT
 HU0976'LAUREL CEMETARY, SET AT THE SOUTHWEST CORNER OF THE CEMETARY 6.0
 HU0976'FEET SOUTHEAST OF POLE NUMBER 453-1, 18.2 FEET SOUTHEAST OF THE
 HU0976'CENTER LINE OF A DIRT ROAD, 31.0 FEET NORTH EAST OF A 36-INCH
 HU0976'PECAN TREE, ABOUT LEVEL WITH THE ROAD.
 HU0976
 HU0976                          STATION RECOVERY (1943)
 HU0976
 HU0976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 HU0976'RECOVERED IN GOOD CONDITION.
 HU0976
 HU0976                          STATION RECOVERY (1981)
 HU0976
 HU0976'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0976'THE MARK IS IN THE SIDE WALK NOW. SIDE WALK WAS BUILT AROUND IT.
 HU0976
 HU0976                          STATION RECOVERY (2013)
 HU0976
 HU0976'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0976'POLE NUMBER PREVIOUSLY DESCRIBED HAS BEEN CHANGED TO 94811.
 HU0976'
 HU0976'MONUMENT LOCATED 8 FT NORTH OF STOP SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1232 ***********************************************************************
 JU1232  DESIGNATION -  C 13
 JU1232  PID         -  JU1232
 JU1232  STATE/COUNTY-  DE/KENT
 JU1232  COUNTRY     -  US
 JU1232  USGS QUAD   -  CLAYTON (2016)
 JU1232
 JU1232                         *CURRENT SURVEY CONTROL
 JU1232  ______________________________________________________________________
 JU1232* NAD 83(1986) POSITION- 39 17 04.     (N) 075 40 09.     (W)   SCALED
 JU1232* NAVD 88 ORTHO HEIGHT -    15.930 (meters)       52.26  (feet) ADJUSTED
 JU1232  ______________________________________________________________________
 JU1232  GEOID HEIGHT    -        -33.813 (meters)                     GEOID18
 JU1232  DYNAMIC HEIGHT  -         15.922 (meters)       52.24  (feet) COMP
 JU1232  MODELED GRAVITY -    980,107.7   (mgal)                       NAVD 88
 JU1232
 JU1232  VERT ORDER      -  SECOND    CLASS 0
 JU1232
 JU1232.The horizontal coordinates were scaled from a map and have
 JU1232.an estimated accuracy of +/- 6 seconds.
 JU1232
 JU1232.The orthometric height was determined by differential leveling and
 JU1232.adjusted by the NATIONAL GEODETIC SURVEY
 JU1232.in June 1991.
 JU1232
 JU1232.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1232.GEOID18 height accuracy estimate available here.
 JU1232
 JU1232.Click photographs - Photos may exist for this station.
 JU1232
 JU1232.The dynamic height is computed by dividing the NAVD 88
 JU1232.geopotential number by the normal gravity value computed on the
 JU1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1232.degrees latitude (g = 980.6199 gals.).
 JU1232
 JU1232.The modeled gravity was interpolated from observed gravity values.
 JU1232
 JU1232;                    North         East    Units  Estimated Accuracy
 JU1232;SPC DE       -   142,610.      178,220.      MT  (+/- 180 meters Scaled)
 JU1232
 JU1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ422485(NAD 83)
 JU1232
 JU1232                          SUPERSEDED SURVEY CONTROL
 JU1232
 JU1232  NGVD 29 (11/26/84)   16.169  (m)           53.05   (f) ADJUSTED    2 0
 JU1232
 JU1232.Superseded values are not recommended for survey control.
 JU1232
 JU1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1232.See file dsdata.pdf to determine how the superseded data were derived.
 JU1232
 JU1232_MARKER: DB = BENCH MARK DISK
 JU1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1232_STAMPING: C 13 1942
 JU1232_MARK LOGO: CGS
 JU1232_PROJECTION: PROJECTING 23 CENTIMETERS
 JU1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1232+STABILITY: SURFACE MOTION
 JU1232
 JU1232  HISTORY     - Date     Condition        Report By
 JU1232  HISTORY     - 1942     MONUMENTED       CGS
 JU1232  HISTORY     - 1964     GOOD             CGS
 JU1232  HISTORY     - 1981     GOOD             UDE
 JU1232  HISTORY     - 19890617 MARK NOT FOUND   USPSQD
 JU1232  HISTORY     - 19911001 MARK NOT FOUND   USGS
 JU1232  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 JU1232  HISTORY     - 20120322 MARK NOT FOUND   DELCOS
 JU1232
 JU1232                          STATION DESCRIPTION
 JU1232
 JU1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1232'2 MI W FROM CLAYTON.
 JU1232'2.0 MILES WEST ALONG STATE HIGHWAY 6 FROM THE PENNSYLVANIA
 JU1232'RAILROAD STATION AT CLAYTON.  40 FEET NORTHEAST OF CENTER OF
 JU1232'PRIVATE ROAD LEADING SOUTH TO A 2-STORY BRICK HOUSE, 31 FEET
 JU1232'NORTH OF THE CENTER LINE OF THE HIGHWAY, 26.5 FEET EAST OF
 JU1232'TELEPHONE LINE UNDERGROUND SERVICE POST NO. JB 32/41 AND 1 FOOT
 JU1232'SOUTH OF THE FENCE.  A STANDARD DISK IN THE TOP OF A CONCRETE
 JU1232'POST, PROJECTING ABOUT 9 INCHES.
 JU1232
 JU1232                          STATION RECOVERY (1981)
 JU1232
 JU1232'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1232'RECOVERED IN GOOD CONDITION.
 JU1232
 JU1232                          STATION RECOVERY (1989)
 JU1232
 JU1232'RECOVERY NOTE BY US POWER SQUADRON 1989 (GSW)
 JU1232'MARK NOT FOUND.
 JU1232
 JU1232                          STATION RECOVERY (1991)
 JU1232
 JU1232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1232'MARK NOT FOUND.
 JU1232
 JU1232                          STATION RECOVERY (2001)
 JU1232
 JU1232'RECOVERY NOTE BY US POWER SQUADRON 2001 (RK)
 JU1232'MARK NOT FOUND.
 JU1232
 JU1232                          STATION RECOVERY (2012)
 JU1232
 JU1232'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1232'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1108 ***********************************************************************
 JU1108  DESIGNATION -  C 2
 JU1108  PID         -  JU1108
 JU1108  STATE/COUNTY-  DE/KENT
 JU1108  COUNTRY     -  US
 JU1108  USGS QUAD   -  DOVER (2016)
 JU1108
 JU1108                         *CURRENT SURVEY CONTROL
 JU1108  ______________________________________________________________________
 JU1108* NAD 83(1986) POSITION- 39 09 36.17   (N) 075 31 56.76   (W)   HD_HELD1
 JU1108* NAVD 88 ORTHO HEIGHT -    10.296 (meters)       33.78  (feet) ADJUSTED
 JU1108  ______________________________________________________________________
 JU1108  GEOID HEIGHT    -        -34.377 (meters)                     GEOID18
 JU1108  DYNAMIC HEIGHT  -         10.290 (meters)       33.76  (feet) COMP
 JU1108  MODELED GRAVITY -    980,087.4   (mgal)                       NAVD 88
 JU1108
 JU1108  VERT ORDER      -  FIRST     CLASS I
 JU1108
 JU1108.The horizontal coordinates were determined by differentially corrected
 JU1108.hand held GPS observations or other comparable positioning techniques
 JU1108.and have an estimated accuracy of +/- 3 meters.
 JU1108
 JU1108.The orthometric height was determined by differential leveling and
 JU1108.adjusted by the NATIONAL GEODETIC SURVEY
 JU1108.in June 1991.
 JU1108
 JU1108.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1108.GEOID18 height accuracy estimate available here.
 JU1108
 JU1108.Click photographs - Photos may exist for this station.
 JU1108
 JU1108.The dynamic height is computed by dividing the NAVD 88
 JU1108.geopotential number by the normal gravity value computed on the
 JU1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1108.degrees latitude (g = 980.6199 gals.).
 JU1108
 JU1108.The modeled gravity was interpolated from observed gravity values.
 JU1108
 JU1108;                    North         East    Units  Estimated Accuracy
 JU1108;SPC DE       -   128,779.7     189,994.2     MT  (+/- 3 meters HH1 GPS) 
 JU1108
 JU1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5399934672(NAD 83)
 JU1108
 JU1108                          SUPERSEDED SURVEY CONTROL
 JU1108
 JU1108  NGVD 29 (11/26/84)   10.533  (m)           34.56   (f) ADJUSTED    1 1
 JU1108
 JU1108.Superseded values are not recommended for survey control.
 JU1108
 JU1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1108.See file dsdata.pdf to determine how the superseded data were derived.
 JU1108
 JU1108_MARKER: DB = BENCH MARK DISK
 JU1108_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU1108+WITH SETTING: PAVEMENT
 JU1108_SP_SET: WATER TANK LEG BASE
 JU1108_STAMPING: C 2 1931 35.089
 JU1108_MARK LOGO: CGS
 JU1108_PROJECTION: FLUSH
 JU1108_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1108+STABILITY: SURFACE MOTION
 JU1108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1108+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2011
 JU1108
 JU1108  HISTORY     - Date     Condition        Report By
 JU1108  HISTORY     - 1931     MONUMENTED       CGS
 JU1108  HISTORY     - 1963     GOOD             CGS
 JU1108  HISTORY     - 1971     GOOD             NGS
 JU1108  HISTORY     - 1981     GOOD             UDE
 JU1108  HISTORY     - 19980812 GOOD             NGS
 JU1108  HISTORY     - 20081023 GOOD             DEDT
 JU1108  HISTORY     - 20111202 GOOD             USFWS
 JU1108
 JU1108                          STATION DESCRIPTION
 JU1108
 JU1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1108'AT DOVER.
 JU1108'AT DOVER, ALONG THE PENNSYLVANIA RAILROAD, AT THE CROSSING OF
 JU1108'STATE HIGHWAY 8, 90 YARDS EAST OF THE CENTER OF THE CROSSING, AT
 JU1108'THE CITY WATER TANK, 50 FEET SOUTH OF CENTERLINE OF THE HIGHWAY,
 JU1108'SET ON TOP OF THE CONCRETE FOUNDATION SUPPORTING THE NORTHWEST
 JU1108'LEG OF THE TANK, AND ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY.
 JU1108
 JU1108                          STATION RECOVERY (1971)
 JU1108
 JU1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JU1108'RECOVERED IN GOOD CONDITION.
 JU1108
 JU1108                          STATION RECOVERY (1981)
 JU1108
 JU1108'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1108'RECOVERED IN GOOD CONDITION.
 JU1108
 JU1108                          STATION RECOVERY (1998)
 JU1108
 JU1108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DBC)
 JU1108'RECOVERED IN GOOD CONDITION.  NOTE--WATER TANK LEGS HAVE BEEN REMOVED.
 JU1108
 JU1108                          STATION RECOVERY (2008)
 JU1108
 JU1108'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 JU1108'THIS SITE IS NO LONGER SUITABLE FOR GPS OBSERVATIONS. TREE GROWTH HAS
 JU1108'OBSTRUCTED HORIZON.
 JU1108
 JU1108                          STATION RECOVERY (2011)
 JU1108
 JU1108'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2011 (JCW)
 JU1108'RECOVERED IN GOOD CONDITION.
 JU1108'
 JU1108'THE FOLLOWING REFERENCE OBJECTS ARE PROVIDED TO FACILITATE FUTURE
 JU1108'RECOVERY EFFORTS.
 JU1108'
 JU1108'IT IS 25.4 M (83.3 FT) EAST-NORTHEAST OF A CHAIN LINK FENCE ALONG THE
 JU1108'WESTERLY BOUNDARY OF THE SUBSTATION, AS MEASURED PARALLEL WITH
 JU1108'DIVISION STREET, 8.03 M (26.3 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 JU1108'A LARGE CONCRETE PAD, 6.85 M (22.5 FT) NORTHEAST OF THE NORTHWEST
 JU1108'CORNER OF A SMALL BRICK BUILDING, 4.75 M (15.6 FT) SOUTHWEST OF A 16
 JU1108'INCH (41 CM) CHERRY TREE, 4.20 M (13.8 FT) EAST-SOUTHEAST OF A UTILITY
 JU1108'POLE AND ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1431 ***********************************************************************
 JU1431  DESIGNATION -  C 22
 JU1431  PID         -  JU1431
 JU1431  STATE/COUNTY-  DE/NEW CASTLE
 JU1431  COUNTRY     -  US
 JU1431  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1431
 JU1431                         *CURRENT SURVEY CONTROL
 JU1431  ______________________________________________________________________
 JU1431* NAD 83(1986) POSITION- 39 44 43.6    (N) 075 33 13.4    (W)   HD_HELD2
 JU1431* NAVD 88 ORTHO HEIGHT -    31.212 (meters)      102.40  (feet) ADJUSTED
 JU1431  ______________________________________________________________________
 JU1431  GEOID HEIGHT    -        -32.920 (meters)                     GEOID18
 JU1431  DYNAMIC HEIGHT  -         31.198 (meters)      102.36  (feet) COMP
 JU1431  MODELED GRAVITY -    980,174.9   (mgal)                       NAVD 88
 JU1431
 JU1431  VERT ORDER      -  SECOND    CLASS 0
 JU1431
 JU1431.The horizontal coordinates were established by autonomous hand held GPS
 JU1431.observations and have an estimated accuracy of +/- 10 meters.
 JU1431
 JU1431.The orthometric height was determined by differential leveling and
 JU1431.adjusted by the NATIONAL GEODETIC SURVEY
 JU1431.in June 1991.
 JU1431
 JU1431.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1431.GEOID18 height accuracy estimate available here.
 JU1431
 JU1431.Click photographs - Photos may exist for this station.
 JU1431
 JU1431.The dynamic height is computed by dividing the NAVD 88
 JU1431.geopotential number by the normal gravity value computed on the
 JU1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1431.degrees latitude (g = 980.6199 gals.).
 JU1431
 JU1431.The modeled gravity was interpolated from observed gravity values.
 JU1431
 JU1431;                    North         East    Units  Estimated Accuracy
 JU1431;SPC DE       -   193,775.      188,253.      MT  (+/- 10 meters HH2 GPS)
 JU1431
 JU1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5255999651(NAD 83)
 JU1431
 JU1431                          SUPERSEDED SURVEY CONTROL
 JU1431
 JU1431  NGVD 29 (11/26/84)   31.556  (m)          103.53   (f) ADJUSTED    2 0
 JU1431
 JU1431.Superseded values are not recommended for survey control.
 JU1431
 JU1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1431.See file dsdata.pdf to determine how the superseded data were derived.
 JU1431
 JU1431_MARKER: DB = BENCH MARK DISK
 JU1431_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1431_SP_SET: BUILDING
 JU1431_STAMPING: C 22 1959
 JU1431_MARK LOGO: CGS
 JU1431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1431+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1431
 JU1431  HISTORY     - Date     Condition        Report By
 JU1431  HISTORY     - 1959     MONUMENTED       CGS
 JU1431  HISTORY     - 1981     GOOD             UDE
 JU1431  HISTORY     - 20040709 GOOD             GEOCAC
 JU1431  HISTORY     - 20060718 GOOD             USPSQD
 JU1431  HISTORY     - 20081021 GOOD             DEDT
 JU1431  HISTORY     - 20100925 GOOD             GEOCAC
 JU1431  HISTORY     - 20130711 GOOD             DELCOS
 JU1431
 JU1431                          STATION DESCRIPTION
 JU1431
 JU1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1431'AT WILMINGTON.
 JU1431'AT WILMINGTON, AT THE INTERSECTION OF WEST 8TH STREET AND
 JU1431'WOLLASTON STREET, 8 1/2 FEET NORTHWEST OF NORTHWEST CURB OF
 JU1431'WOLLASTON STREET, 84 FEET NORTHEAST OF NORTHEAST CURB OF WEST 8TH
 JU1431'STREET, SET VERTICALLY IN THE SOUTHEAST FACE OF 3-STORY BUILDING
 JU1431'OF BOARD OF PUBLIC EDUCATION, 1.7 FEET SOUTHWEST OF EAST
 JU1431'CORNER AND 3 1/2 FEET ABOVE SIDE WALK.
 JU1431
 JU1431                          STATION RECOVERY (1981)
 JU1431
 JU1431'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1431'THE BUILDING THE MARK IS ON IS NOW THE WIDENER, LAIRD AND PORTER
 JU1431'HEALTH AND SOCIAL SERVICE BUILDING.
 JU1431
 JU1431                          STATION RECOVERY (2004)
 JU1431
 JU1431'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JU1431'THE BUILDING IS NOW KNOWN AS THE PORTER STATE SERVICES CENTER.
 JU1431
 JU1431                          STATION RECOVERY (2006)
 JU1431
 JU1431'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 JU1431'RECOVERED IN GOOD CONDITION.
 JU1431
 JU1431                          STATION RECOVERY (2008)
 JU1431
 JU1431'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (AOK)
 JU1431'RECOVERED IN GOOD CONDITION.
 JU1431
 JU1431                          STATION RECOVERY (2010)
 JU1431
 JU1431'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 JU1431'RECOVERED IN GOOD CONDITION.
 JU1431
 JU1431                          STATION RECOVERY (2013)
 JU1431
 JU1431'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1431'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1854 ***********************************************************************
 JU1854  DESIGNATION -  C 23
 JU1854  PID         -  JU1854
 JU1854  STATE/COUNTY-  DE/NEW CASTLE
 JU1854  COUNTRY     -  US
 JU1854  USGS QUAD   -  NEWARK EAST (2016)
 JU1854
 JU1854                         *CURRENT SURVEY CONTROL
 JU1854  ______________________________________________________________________
 JU1854* NAD 83(1986) POSITION- 39 42 12.4    (N) 075 39 05.1    (W)   HD_HELD2
 JU1854* NAVD 88 ORTHO HEIGHT -     2.919 (meters)        9.58  (feet) ADJUSTED
 JU1854  ______________________________________________________________________
 JU1854  GEOID HEIGHT    -        -32.956 (meters)                     GEOID18
 JU1854  DYNAMIC HEIGHT  -          2.917 (meters)        9.57  (feet) COMP
 JU1854  MODELED GRAVITY -    980,168.0   (mgal)                       NAVD 88
 JU1854
 JU1854  VERT ORDER      -  SECOND    CLASS 0
 JU1854
 JU1854.The horizontal coordinates were established by autonomous hand held GPS
 JU1854.observations and have an estimated accuracy of +/- 10 meters.
 JU1854
 JU1854.The orthometric height was determined by differential leveling and
 JU1854.adjusted by the NATIONAL GEODETIC SURVEY
 JU1854.in June 1991.
 JU1854
 JU1854.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1854.GEOID18 height accuracy estimate available here.
 JU1854
 JU1854.Click photographs - Photos may exist for this station.
 JU1854
 JU1854.The dynamic height is computed by dividing the NAVD 88
 JU1854.geopotential number by the normal gravity value computed on the
 JU1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1854.degrees latitude (g = 980.6199 gals.).
 JU1854
 JU1854.The modeled gravity was interpolated from observed gravity values.
 JU1854
 JU1854;                    North         East    Units  Estimated Accuracy
 JU1854;SPC DE       -   189,129.      179,867.      MT  (+/- 10 meters HH2 GPS)
 JU1854
 JU1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4415595046(NAD 83)
 JU1854
 JU1854                          SUPERSEDED SURVEY CONTROL
 JU1854
 JU1854  NGVD 29 (11/26/84)    3.268  (m)           10.72   (f) ADJUSTED    2 0
 JU1854
 JU1854.Superseded values are not recommended for survey control.
 JU1854
 JU1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1854.See file dsdata.pdf to determine how the superseded data were derived.
 JU1854
 JU1854_MARKER: DB = BENCH MARK DISK
 JU1854_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1854_SP_SET: BRIDGE ABUTMENT
 JU1854_STAMPING: C 23 1959
 JU1854_MARK LOGO: CGS
 JU1854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1854+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1854
 JU1854  HISTORY     - Date     Condition        Report By
 JU1854  HISTORY     - 1959     MONUMENTED       CGS
 JU1854  HISTORY     - 1980     GOOD             NGS
 JU1854  HISTORY     - 19880922 GOOD             USPSQD
 JU1854  HISTORY     - 20001111 GOOD             USPSQD
 JU1854  HISTORY     - 20020910 GOOD             WR
 JU1854  HISTORY     - 20130711 GOOD             DELCOS
 JU1854
 JU1854                          STATION DESCRIPTION
 JU1854
 JU1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1854'2.7 MI N FROM CHRISTIANA.
 JU1854'2.7 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 JU1854'STATE HIGHWAY 273 AT CHRISTIANA, 1.1 MILES NORTH OF THE INTERSECTION
 JU1854'OF CHURCHMANS ROAD, AT THE OVERPASS OF THE PENNSYLVANIA RAILROAD
 JU1854'OVER THE HIGHWAY 7, 15 FEET EAST OF THE CENTER LINE OF THE
 JU1854'HIGHWAY, 16 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, IN
 JU1854'TOP OF THE SOUTH END OF THE EAST CONCRETE AND STONE ABUTMENT, AND
 JU1854'ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 JU1854
 JU1854                          STATION RECOVERY (1980)
 JU1854
 JU1854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 JU1854'RECOVERED IN GOOD CONDITION.
 JU1854
 JU1854                          STATION RECOVERY (1988)
 JU1854
 JU1854'RECOVERY NOTE BY US POWER SQUADRON 1988 (MRS)
 JU1854'RECOVERED IN GOOD CONDITION.
 JU1854
 JU1854                          STATION RECOVERY (2000)
 JU1854
 JU1854'RECOVERY NOTE BY US POWER SQUADRON 2000 (SAL)
 JU1854'RECOVERED IN GOOD CONDITION.
 JU1854
 JU1854                          STATION RECOVERY (2002)
 JU1854
 JU1854'RECOVERY NOTE BY WHITMAN, REQUARDT & ASSOCIATES 2002 (RTD)
 JU1854'RECOVERED IN GOOD CONDITION.
 JU1854
 JU1854                          STATION RECOVERY (2013)
 JU1854
 JU1854'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1854'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0134 ***********************************************************************
 HU0134  DESIGNATION -  C 27
 HU0134  PID         -  HU0134
 HU0134  STATE/COUNTY-  DE/SUSSEX
 HU0134  COUNTRY     -  US
 HU0134  USGS QUAD   -  FAIRMOUNT (2016)
 HU0134
 HU0134                         *CURRENT SURVEY CONTROL
 HU0134  ______________________________________________________________________
 HU0134* NAD 83(1986) POSITION- 38 43 57.     (N) 075 08 08.     (W)   SCALED
 HU0134* NAVD 88 ORTHO HEIGHT -     8.566 (meters)       28.10  (feet) ADJUSTED
 HU0134  ______________________________________________________________________
 HU0134  GEOID HEIGHT    -        -35.667 (meters)                     GEOID18
 HU0134  DYNAMIC HEIGHT  -          8.560 (meters)       28.08  (feet) COMP
 HU0134  MODELED GRAVITY -    980,034.5   (mgal)                       NAVD 88
 HU0134
 HU0134  VERT ORDER      -  SECOND    CLASS 0
 HU0134
 HU0134.The horizontal coordinates were scaled from a map and have
 HU0134.an estimated accuracy of +/- 6 seconds.
 HU0134
 HU0134.The orthometric height was determined by differential leveling and
 HU0134.adjusted by the NATIONAL GEODETIC SURVEY
 HU0134.in June 1991.
 HU0134
 HU0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0134.GEOID18 height accuracy estimate available here.
 HU0134
 HU0134.Click photographs - Photos may exist for this station.
 HU0134
 HU0134.The dynamic height is computed by dividing the NAVD 88
 HU0134.geopotential number by the normal gravity value computed on the
 HU0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0134.degrees latitude (g = 980.6199 gals.).
 HU0134
 HU0134.The modeled gravity was interpolated from observed gravity values.
 HU0134
 HU0134;                    North         East    Units  Estimated Accuracy
 HU0134;SPC DE       -    81,350.      224,440.      MT  (+/- 180 meters Scaled)
 HU0134
 HU0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH882871(NAD 83)
 HU0134
 HU0134                          SUPERSEDED SURVEY CONTROL
 HU0134
 HU0134  NGVD 29 (11/26/84)    8.802  (m)           28.88   (f) ADJUSTED    2 0
 HU0134
 HU0134.Superseded values are not recommended for survey control.
 HU0134
 HU0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0134.See file dsdata.pdf to determine how the superseded data were derived.
 HU0134
 HU0134_MARKER: DB = BENCH MARK DISK
 HU0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0134_STAMPING: C 27 1961
 HU0134_MARK LOGO: CGS
 HU0134_PROJECTION: PROJECTING 5 CENTIMETERS
 HU0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0134+STABILITY: SURFACE MOTION
 HU0134
 HU0134  HISTORY     - Date     Condition        Report By
 HU0134  HISTORY     - 1961     MONUMENTED       CGS
 HU0134  HISTORY     - 1987     GOOD             USPSQD
 HU0134  HISTORY     - 20120210 MARK NOT FOUND   DELCOS
 HU0134
 HU0134                          STATION DESCRIPTION
 HU0134
 HU0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HU0134'3.3 MI NW FROM REHOBOTH.
 HU0134'1.1 MILE WEST ON ALTERNATE U.S. HIGHWAY 14 AND STATE HIGHWAY 24,
 HU0134'(REHOBOTH AVENUE) FROM THE POST OFFICE IN REHOBOTH BEACH, 0.1 MILE
 HU0134'NORTHWEST OF THE JUNCTION HIGHWAYS 14 AND 24, 95 FEET SOUTHEAST
 HU0134'OF THE CENTER OF A DRIVEWAY TO A TWO STORIED BRICK HOUSE AND
 HU0134'4.1 FEET SOUTHEAST OF A POWER LINE POLE NO. 685, ABOUT ONE FOOT
 HU0134'ABOVE THE LEVEL OF THE HIGHWAY.  SET IN THE TOP OF A CONCRETE
 HU0134'POST PROJECTING 2 INCHES.  (1.1 MILE SOUTHEAST OF CARPENTER
 HU0134'CORNER).
 HU0134
 HU0134                          STATION RECOVERY (1987)
 HU0134
 HU0134'RECOVERY NOTE BY US POWER SQUADRON 1987 (DAP)
 HU0134'RECOVERED IN GOOD CONDITION.
 HU0134
 HU0134                          STATION RECOVERY (2012)
 HU0134
 HU0134'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0134'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0100 ***********************************************************************
 HU0100  DESIGNATION -  C 28
 HU0100  PID         -  HU0100
 HU0100  STATE/COUNTY-  DE/SUSSEX
 HU0100  COUNTRY     -  US
 HU0100  USGS QUAD   -  BETHANY BEACH (2016)
 HU0100
 HU0100                         *CURRENT SURVEY CONTROL
 HU0100  ______________________________________________________________________
 HU0100* NAD 83(2011) POSITION- 38 32 28.22545(N) 075 03 35.35337(W)   ADJUSTED
 HU0100* NAD 83(2011) ELLIP HT-   -34.505 (meters)        (12/20/17)   ADJUSTED
 HU0100* NAD 83(2011) EPOCH   -  2010.00
 HU0100* NAVD 88 ORTHO HEIGHT -     1.297 (meters)        4.26  (feet) ADJUSTED
 HU0100  ______________________________________________________________________
 HU0100  GEOID HEIGHT    -        -35.801 (meters)                     GEOID18
 HU0100  NAD 83(2011) X  -  1,287,813.522 (meters)                     COMP
 HU0100  NAD 83(2011) Y  - -4,826,335.850 (meters)                     COMP
 HU0100  NAD 83(2011) Z  -  3,952,583.819 (meters)                     COMP
 HU0100  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 HU0100  DYNAMIC HEIGHT  -          1.296 (meters)        4.25  (feet) COMP
 HU0100  MODELED GRAVITY -    980,028.6   (mgal)                       NAVD 88
 HU0100
 HU0100  VERT ORDER      -  SECOND    CLASS 0
 HU0100
 HU0100  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU0100  Standards:
 HU0100         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU0100            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU0100  -------------------------------------------------------------------
 HU0100  NETWORK    1.19   1.04           0.55   0.40   0.53     -0.11321533
 HU0100  -------------------------------------------------------------------
 HU0100  Click here for local accuracies and other accuracy information.
 HU0100
 HU0100.The horizontal coordinates were established by GPS observations
 HU0100.and adjusted by the MASER CONSULTING in December 2017.
 HU0100
 HU0100.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU0100.been affixed to the stable North American tectonic plate. See 
 HU0100.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU0100
 HU0100.The horizontal coordinates are valid at the epoch date displayed above
 HU0100.which is a decimal equivalence of Year/Month/Day.
 HU0100
 HU0100.The orthometric height was determined by differential leveling and
 HU0100.adjusted by the NATIONAL GEODETIC SURVEY
 HU0100.in June 1991.
 HU0100
 HU0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0100.GEOID18 height accuracy estimate available here.
 HU0100
 HU0100.Click photographs - Photos may exist for this station.
 HU0100
 HU0100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU0100
 HU0100.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU0100
 HU0100.The ellipsoidal height was determined by GPS observations
 HU0100.and is referenced to NAD 83.
 HU0100
 HU0100.The dynamic height is computed by dividing the NAVD 88
 HU0100.geopotential number by the normal gravity value computed on the
 HU0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0100.degrees latitude (g = 980.6199 gals.).
 HU0100
 HU0100.The modeled gravity was interpolated from observed gravity values.
 HU0100
 HU0100. The following values were computed from the NAD 83(2011) position.
 HU0100
 HU0100;                    North         East     Units Scale Factor Converg.
 HU0100;SPC DE       -    60,131.218   231,110.850   MT  1.00000691   +0 13 20.4
 HU0100;SPC DE       -   197,280.50    758,236.18   sFT  1.00000691   +0 13 20.4
 HU0100;UTM  18      - 4,265,863.840   494,786.761   MT  0.99960033   -0 02 14.2
 HU0100
 HU0100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0100!SPC DE       -   1.00000541  x   1.00000691  =   1.00001232
 HU0100!UTM  18      -   1.00000541  x   0.99960033  =   0.99960574
 HU0100
 HU0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9478665863(NAD 83)
 HU0100
 HU0100                          SUPERSEDED SURVEY CONTROL
 HU0100
 HU0100  NGVD 29 (11/26/84)    1.535  (m)            5.04   (f) ADJUSTED    2 0
 HU0100
 HU0100.Superseded values are not recommended for survey control.
 HU0100
 HU0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0100.See file dsdata.pdf to determine how the superseded data were derived.
 HU0100
 HU0100_MARKER: DB = BENCH MARK DISK
 HU0100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0100_SP_SET: BRIDGE
 HU0100_STAMPING: C 28 1962
 HU0100_MARK LOGO: CGS
 HU0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0100+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2013
 HU0100
 HU0100  HISTORY     - Date     Condition        Report By
 HU0100  HISTORY     - 1962     MONUMENTED       CGS
 HU0100  HISTORY     - 1981     GOOD             UDE
 HU0100  HISTORY     - 20061007 GOOD             GEOCAC
 HU0100  HISTORY     - 20120210 GOOD             DELCOS
 HU0100  HISTORY     - 20131025 GOOD             DELCOS
 HU0100
 HU0100                          STATION DESCRIPTION
 HU0100
 HU0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0100'0.2 MI N FROM BETHANY BEACH.
 HU0100'0.2 MILE NORTH ON STATE HIGHWAY 14 FROM ITS JUNCTION WITH STATE
 HU0100'HIGHWAY 26 IN BETHANY BEACH.  21 FEET WEST OF THE CENTER LINE OF
 HU0100'SOUTH BOUND LANE OF HIGHWAY 14, AND ABOUT LEVEL WITH THE HIGHWAY.
 HU0100'SET IN A DRILL HOLE IN THE WEST CONCRETE WINGWALL AT THE SOUTH END
 HU0100'OF BRIDGE OVER BETHANY BEACH CANAL.
 HU0100
 HU0100                          STATION RECOVERY (1981)
 HU0100
 HU0100'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0100'RECOVERED IN GOOD CONDITION.
 HU0100
 HU0100                          STATION RECOVERY (2006)
 HU0100
 HU0100'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU0100'NOTE - STATE HIGHWAY 14 IS NOW HIGHWAY 1.
 HU0100
 HU0100                          STATION RECOVERY (2012)
 HU0100
 HU0100'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0100'RECOVERED IN GOOD CONDITION.
 HU0100
 HU0100                          STATION RECOVERY (2013)
 HU0100
 HU0100'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 HU0100'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1222 ***********************************************************************
 HU1222  DESIGNATION -  C 29 RESET
 HU1222  PID         -  HU1222
 HU1222  STATE/COUNTY-  DE/SUSSEX
 HU1222  COUNTRY     -  US
 HU1222  USGS QUAD   -  BETHANY BEACH (2016)
 HU1222
 HU1222                         *CURRENT SURVEY CONTROL
 HU1222  ______________________________________________________________________
 HU1222* NAD 83(1986) POSITION- 38 32 41.3    (N) 075 05 38.0    (W)   HD_HELD2
 HU1222* NAVD 88 ORTHO HEIGHT -     2.30  (+/-2cm)        7.5   (feet) VERTCON3
 HU1222  ______________________________________________________________________
 HU1222  GEOID HEIGHT    -        -35.788 (meters)                     GEOID18
 HU1222  VERT ORDER      -  THIRD (See Below)
 HU1222
 HU1222.The horizontal coordinates were established by autonomous hand held GPS
 HU1222.observations and have an estimated accuracy of +/- 10 meters.
 HU1222
 HU1222.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1222
 HU1222.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1222.GEOID18 height accuracy estimate available here.
 HU1222
 HU1222.The vertical order pertains to the NGVD 29 superseded value.
 HU1222
 HU1222.Click photographs - Photos may exist for this station.
 HU1222
 HU1222;                    North         East    Units  Estimated Accuracy
 HU1222;SPC DE       -    60,523.      228,139.      MT  (+/- 10 meters HH2 GPS)
 HU1222
 HU1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9181866269(NAD 83)
 HU1222
 HU1222                          SUPERSEDED SURVEY CONTROL
 HU1222
 HU1222  NGVD 29 (??/??/??)    2.54   (m)            8.3    (f) RESET       3  
 HU1222
 HU1222.Superseded values are not recommended for survey control.
 HU1222
 HU1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1222.See file dsdata.pdf to determine how the superseded data were derived.
 HU1222
 HU1222_MARKER: DV = VERTICAL CONTROL DISK
 HU1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1222_STAMPING: C 29 RESET 1977
 HU1222_MARK LOGO: NGS
 HU1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1222+STABILITY: SURFACE MOTION
 HU1222
 HU1222  HISTORY     - Date     Condition        Report By
 HU1222  HISTORY     - 1977     MONUMENTED       NGS
 HU1222  HISTORY     - 1987     GOOD             USPSQD
 HU1222  HISTORY     - 20120210 GOOD             DELCOS
 HU1222
 HU1222                          STATION DESCRIPTION
 HU1222
 HU1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 HU1222'0.5 MI E FROM MILLVILLE.
 HU1222'LOCATED 0.3 MILE EAST ALONG STATE HIGHWAY 26 (ATLANTIC AVE) FROM
 HU1222'THE INDIAN RIVER HIGH SCHOOL IN MILLVILLE, 32.6 FEET SOUTHWEST OF
 HU1222'THE SOUTHWEST CORNER OF A ONE STORY WHITE FRAME HOUSE, 22 FEET EAST
 HU1222'OF THE CENTER OF WOODLAND AVE, 19.7 FEET SOUTHWEST OF A 12 INCH GUM
 HU1222'TREE, 19 FEET NORTH OF THE CENTER OF STATE HIGHWAY 26 AND 2.5 FEET
 HU1222'EAST OF A POLWERLINE POLE NUMBERED 7H.
 HU1222
 HU1222                          STATION RECOVERY (1987)
 HU1222
 HU1222'RECOVERY NOTE BY US POWER SQUADRON 1987 (OPE)
 HU1222'RECOVERED IN GOOD CONDITION.
 HU1222
 HU1222                          STATION RECOVERY (2012)
 HU1222
 HU1222'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU1222'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0867 ***********************************************************************
 HU0867  DESIGNATION -  C 3
 HU0867  PID         -  HU0867
 HU0867  STATE/COUNTY-  DE/KENT
 HU0867  COUNTRY     -  US
 HU0867  USGS QUAD   -  HARRINGTON (2016)
 HU0867
 HU0867                         *CURRENT SURVEY CONTROL
 HU0867  ______________________________________________________________________
 HU0867* NAD 83(1986) POSITION- 38 55 05.     (N) 075 34 32.     (W)   SCALED
 HU0867* NAVD 88 ORTHO HEIGHT -    17.058 (meters)       55.96  (feet) ADJUSTED
 HU0867  ______________________________________________________________________
 HU0867  GEOID HEIGHT    -        -35.129 (meters)                     GEOID18
 HU0867  DYNAMIC HEIGHT  -         17.048 (meters)       55.93  (feet) COMP
 HU0867  MODELED GRAVITY -    980,043.3   (mgal)                       NAVD 88
 HU0867
 HU0867  VERT ORDER      -  FIRST     CLASS I
 HU0867
 HU0867.The horizontal coordinates were scaled from a map and have
 HU0867.an estimated accuracy of +/- 6 seconds.
 HU0867
 HU0867.The orthometric height was determined by differential leveling and
 HU0867.adjusted by the NATIONAL GEODETIC SURVEY
 HU0867.in June 1991.
 HU0867
 HU0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0867.GEOID18 height accuracy estimate available here.
 HU0867
 HU0867.Click photographs - Photos may exist for this station.
 HU0867
 HU0867.The dynamic height is computed by dividing the NAVD 88
 HU0867.geopotential number by the normal gravity value computed on the
 HU0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0867.degrees latitude (g = 980.6199 gals.).
 HU0867
 HU0867.The modeled gravity was interpolated from observed gravity values.
 HU0867
 HU0867;                    North         East    Units  Estimated Accuracy
 HU0867;SPC DE       -   101,920.      186,220.      MT  (+/- 180 meters Scaled)
 HU0867
 HU0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ501078(NAD 83)
 HU0867
 HU0867                          SUPERSEDED SURVEY CONTROL
 HU0867
 HU0867  NGVD 29 (11/26/84)   17.300  (m)           56.76   (f) ADJUSTED    1 1
 HU0867
 HU0867.Superseded values are not recommended for survey control.
 HU0867
 HU0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0867.See file dsdata.pdf to determine how the superseded data were derived.
 HU0867
 HU0867_MARKER: DB = BENCH MARK DISK
 HU0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0867_STAMPING: 57.254 C 3 1931
 HU0867_MARK LOGO: CGS
 HU0867_PROJECTION: PROJECTING 10 CENTIMETERS
 HU0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0867+STABILITY: SURFACE MOTION
 HU0867
 HU0867  HISTORY     - Date     Condition        Report By
 HU0867  HISTORY     - 1931     MONUMENTED       CGS
 HU0867  HISTORY     - 1963     GOOD             CGS
 HU0867  HISTORY     - 1981     GOOD             UDE
 HU0867  HISTORY     - 19910903 MARK NOT FOUND   USGS
 HU0867  HISTORY     - 20020615 MARK NOT FOUND   USPSQD
 HU0867  HISTORY     - 20120326 MARK NOT FOUND   DELCOS
 HU0867
 HU0867                          STATION DESCRIPTION
 HU0867
 HU0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0867'0.4 MI SE FROM HARRINGTON.
 HU0867'0.45 MILE SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HU0867'STATION AT HARRINGTON, ABOUT 0.2 MILE SOUTHEAST OF A Y RAILROAD
 HU0867'JUNCTION, AT A BLACK TOP ROAD CROSSING, 78 FEET NORTHWEST
 HU0867'OF THE CENTER OF THE CROSSING, 24 FEET SOUTHWEST OF THE SOUTHWEST
 HU0867'RAIL OF THE MAIN TRACK, 5 FEET NORTHWEST OF A TELEPHONE POLE,
 HU0867'1.5 FEET SOUTHEAST OF A STEEL WITNESS POST, 1 FOOT BELOW THE
 HU0867'LEVEL OF THE TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING
 HU0867'4 INCHES.
 HU0867
 HU0867                          STATION RECOVERY (1981)
 HU0867
 HU0867'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0867'RECOVERED IN GOOD CONDITION.
 HU0867
 HU0867                          STATION RECOVERY (1991)
 HU0867
 HU0867'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 HU0867'MARK NOT FOUND.
 HU0867
 HU0867                          STATION RECOVERY (2002)
 HU0867
 HU0867'RECOVERY NOTE BY US POWER SQUADRON 2002 (RP)
 HU0867'MARK NOT FOUND.
 HU0867
 HU0867                          STATION RECOVERY (2012)
 HU0867
 HU0867'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0867'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0200 ***********************************************************************
 HU0200  DESIGNATION -  C 30
 HU0200  PID         -  HU0200
 HU0200  STATE/COUNTY-  DE/SUSSEX
 HU0200  COUNTRY     -  US
 HU0200  USGS QUAD   -  LEWES (2016)
 HU0200
 HU0200                         *CURRENT SURVEY CONTROL
 HU0200  ______________________________________________________________________
 HU0200* NAD 83(1986) POSITION- 38 49 40.9    (N) 075 12 44.6    (W)   HD_HELD2
 HU0200* NAVD 88 ORTHO HEIGHT -     1.676 (meters)        5.50  (feet) ADJUSTED
 HU0200  ______________________________________________________________________
 HU0200  GEOID HEIGHT    -        -35.551 (meters)                     GEOID18
 HU0200  DYNAMIC HEIGHT  -          1.675 (meters)        5.50  (feet) COMP
 HU0200  MODELED GRAVITY -    980,041.0   (mgal)                       NAVD 88
 HU0200
 HU0200  VERT ORDER      -  FIRST     CLASS II
 HU0200
 HU0200.The horizontal coordinates were established by autonomous hand held GPS
 HU0200.observations and have an estimated accuracy of +/- 10 meters.
 HU0200
 HU0200.The orthometric height was determined by differential leveling and
 HU0200.adjusted by the NATIONAL GEODETIC SURVEY
 HU0200.in January 2013.
 HU0200
 HU0200.No vertical observational check was made to the station.
 HU0200
 HU0200.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0200.GEOID18 height accuracy estimate available here.
 HU0200
 HU0200.Click photographs - Photos may exist for this station.
 HU0200
 HU0200.The dynamic height is computed by dividing the NAVD 88
 HU0200.geopotential number by the normal gravity value computed on the
 HU0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0200.degrees latitude (g = 980.6199 gals.).
 HU0200
 HU0200.The modeled gravity was interpolated from observed gravity values.
 HU0200
 HU0200;                    North         East    Units  Estimated Accuracy
 HU0200;SPC DE       -    91,934.      217,739.      MT  (+/- 10 meters HH2 GPS)
 HU0200
 HU0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8156497714(NAD 83)
 HU0200
 HU0200                          SUPERSEDED SURVEY CONTROL
 HU0200
 HU0200  NAVD 88 (06/15/91)    1.692  (m)            5.55   (f) SUPERSEDED  2 0
 HU0200  NGVD 29 (11/26/84)    1.931  (m)            6.34   (f) ADJUSTED    2 0
 HU0200
 HU0200.Superseded values are not recommended for survey control.
 HU0200
 HU0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0200.See file dsdata.pdf to determine how the superseded data were derived.
 HU0200
 HU0200_MARKER: DB = BENCH MARK DISK
 HU0200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0200_SP_SET: FOUNDATION
 HU0200_STAMPING: C 30 1962
 HU0200_MARK LOGO: CGS
 HU0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0200+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 HU0200
 HU0200  HISTORY     - Date     Condition        Report By
 HU0200  HISTORY     - 1962     MONUMENTED       CGS
 HU0200  HISTORY     - 1981     GOOD             UDE
 HU0200  HISTORY     - 20060330 GOOD             INDIV
 HU0200  HISTORY     - 20100414 GOOD             DEDT
 HU0200  HISTORY     - 20120210 GOOD             DELCOS
 HU0200
 HU0200                          STATION DESCRIPTION
 HU0200
 HU0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0200'AT BROADKILL BEACH.
 HU0200'36.5 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 16, 12.8
 HU0200'FEET SOUTHWEST OF THE WEST CORNER OF A STORE BUILDING AND 6 INCHES
 HU0200'ABOVE THE LEVEL OF THE GROUND.  SET IN A DRILL HOLE IN THE CONCRETE
 HU0200'FOUNDATION OF GASOLINE PUMPS ABOUT 6 INCHES EAST OF THE WEST EDGE
 HU0200'OF THE FOUNDATION.
 HU0200
 HU0200                          STATION RECOVERY (1981)
 HU0200
 HU0200'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0200'RECOVERED IN GOOD CONDITION.
 HU0200
 HU0200                          STATION RECOVERY (2006)
 HU0200
 HU0200'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TLW)
 HU0200'RECOVERED IN GOOD CONDITION.
 HU0200
 HU0200                          STATION RECOVERY (2010)
 HU0200
 HU0200'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (JC)
 HU0200'RECOVERED IN GOOD CONDITION.
 HU0200
 HU0200                          STATION RECOVERY (2012)
 HU0200
 HU0200'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0200'DIRECTLY IN FRONT OF BROADKILL STORE SIGN, GAS PUMPS NO LONGER EXIST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0185 ***********************************************************************
 HU0185  DESIGNATION -  C 33
 HU0185  PID         -  HU0185
 HU0185  STATE/COUNTY-  DE/SUSSEX
 HU0185  COUNTRY     -  US
 HU0185  USGS QUAD   -  ELLENDALE (2016)
 HU0185
 HU0185                         *CURRENT SURVEY CONTROL
 HU0185  ______________________________________________________________________
 HU0185* NAD 83(1986) POSITION- 38 50 36.     (N) 075 22 43.     (W)   SCALED
 HU0185* NAVD 88 ORTHO HEIGHT -    10.599 (meters)       34.77  (feet) ADJUSTED
 HU0185  ______________________________________________________________________
 HU0185  GEOID HEIGHT    -        -35.448 (meters)                     GEOID18
 HU0185  DYNAMIC HEIGHT  -         10.593 (meters)       34.75  (feet) COMP
 HU0185  MODELED GRAVITY -    980,037.5   (mgal)                       NAVD 88
 HU0185
 HU0185  VERT ORDER      -  SECOND    CLASS II
 HU0185
 HU0185.The horizontal coordinates were scaled from a map and have
 HU0185.an estimated accuracy of +/- 6 seconds.
 HU0185
 HU0185.The orthometric height was determined by differential leveling and
 HU0185.adjusted by the NATIONAL GEODETIC SURVEY
 HU0185.in June 1991.
 HU0185
 HU0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0185.GEOID18 height accuracy estimate available here.
 HU0185
 HU0185.Click photographs - Photos may exist for this station.
 HU0185
 HU0185.The dynamic height is computed by dividing the NAVD 88
 HU0185.geopotential number by the normal gravity value computed on the
 HU0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0185.degrees latitude (g = 980.6199 gals.).
 HU0185
 HU0185.The modeled gravity was interpolated from observed gravity values.
 HU0185
 HU0185;                    North         East    Units  Estimated Accuracy
 HU0185;SPC DE       -    93,610.      203,300.      MT  (+/- 180 meters Scaled)
 HU0185
 HU0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH671994(NAD 83)
 HU0185
 HU0185                          SUPERSEDED SURVEY CONTROL
 HU0185
 HU0185  NGVD 29 (11/26/84)   10.840  (m)           35.56   (f) ADJUSTED    2 0
 HU0185
 HU0185.Superseded values are not recommended for survey control.
 HU0185
 HU0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0185.See file dsdata.pdf to determine how the superseded data were derived.
 HU0185
 HU0185_MARKER: DB = BENCH MARK DISK
 HU0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0185_STAMPING: C 33 1962
 HU0185_MARK LOGO: CGS
 HU0185_PROJECTION: FLUSH
 HU0185_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0185+STABILITY: SURFACE MOTION
 HU0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0185+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 HU0185
 HU0185  HISTORY     - Date     Condition        Report By
 HU0185  HISTORY     - 1962     MONUMENTED       CGS
 HU0185  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0185  HISTORY     - 20040929 GOOD             DEDT
 HU0185  HISTORY     - 20060623 GOOD             USPSQD
 HU0185  HISTORY     - 20080715 GOOD             DEDT
 HU0185  HISTORY     - 20120210 GOOD             DELCOS
 HU0185
 HU0185                          STATION DESCRIPTION
 HU0185
 HU0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0185'3 MI SW FROM ARGO CORNERS.
 HU0185'0.9 MILE WEST ON BLACKTOPPED ROAD FROM THE CROSSROAD AT ARGO CORNERS,
 HU0185'THENCE 2.05 MILES SOUTHWEST ON BLACKTOPPED AND GRAVELED ROAD, THENCE
 HU0185'1.15 MILE SOUTHWEST ON GRAVELED ROAD FROM ANDERSON CROSSROAD TO
 HU0185'THE WEST CORNER OF A FIELD SURROUNDED BY WOODS.  45 FEET SOUTHEAST
 HU0185'OF THE CENTER OF THE ROAD, 28.7 FEET SOUTHEAST OF THE SOUTHEAST END
 HU0185'OF A CONCRETE TILE CULVERT UNDER ROAD, 26.2 FEET SOUTH OF THE
 HU0185'SOUTHWEST GATEPOST, 2 FEET SOUTHEAST OF A METAL WITNESS POST AND
 HU0185'ABOUT LEVEL WITH THE ROAD.  SET IN THE TOP OF A CONCRETE POST
 HU0185'PROJECTING 3 INCHES.
 HU0185
 HU0185                          STATION RECOVERY (1981)
 HU0185
 HU0185'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0185'MARK NOT FOUND.
 HU0185
 HU0185                          STATION RECOVERY (2004)
 HU0185
 HU0185'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2004 (JRC)
 HU0185'3 MI SW FROM ARGO CORNERS.
 HU0185'0.7 MILE WEST ON PINE HAVEN RD (SUSSEX 224) FROM THE INTERSECTION OF
 HU0185'STATE ROUTE 1 AND PINE HAVEN RD. NEAR ARGO CORNERS,
 HU0185'THENCE 2.05 MILES SOUTHWEST ON BENSON ROAD (SUSSEX 216), THENCE
 HU0185'
 HU0185'1.15 MILE SOUTHWEST ON BENSON ROAD (SUSSEX216) FROM ANDERSON
 HU0185'CROSSROAD TO
 HU0185'THE WEST CORNER OF A  FIELD SURROUNDED BY WOODS.  45 FEET SOUTHEAST
 HU0185'OF THE CENTER OF THE ROAD, 28.7 FEET SOUTHEAST OF THE SOUTHEAST END
 HU0185'OF A CONCRETE TILE CULVERT UNDER ROAD, 26.2 FEET SOUTH OF THE
 HU0185'SOUTHWEST GATEPOST, 2 FEET SOUTHEAST OF A METAL WITNESS POST AND
 HU0185'ABOUT LEVEL WITH THE ROAD.  SET IN THE TOP OF A CONCRETE POST
 HU0185'FLUSH WITH GROUND
 HU0185'
 HU0185
 HU0185                          STATION RECOVERY (2006)
 HU0185
 HU0185'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 HU0185'RECOVERED IN GOOD CONDITION.
 HU0185
 HU0185                          STATION RECOVERY (2008)
 HU0185
 HU0185'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 HU0185'RECOVERED AS DESCRIBED.
 HU0185
 HU0185                          STATION RECOVERY (2012)
 HU0185
 HU0185'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0185'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0735 ***********************************************************************
 HU0735  DESIGNATION -  C 34
 HU0735  PID         -  HU0735
 HU0735  STATE/COUNTY-  DE/KENT
 HU0735  COUNTRY     -  US
 HU0735  USGS QUAD   -  HARRINGTON (2016)
 HU0735
 HU0735                         *CURRENT SURVEY CONTROL
 HU0735  ______________________________________________________________________
 HU0735* NAD 83(1986) POSITION- 38 54 49.7    (N) 075 34 36.9    (W)   HD_HELD2
 HU0735* NAVD 88 ORTHO HEIGHT -    18.172 (meters)       59.62  (feet) ADJUSTED
 HU0735  ______________________________________________________________________
 HU0735  GEOID HEIGHT    -        -35.138 (meters)                     GEOID18
 HU0735  DYNAMIC HEIGHT  -         18.162 (meters)       59.59  (feet) COMP
 HU0735  MODELED GRAVITY -    980,042.8   (mgal)                       NAVD 88
 HU0735  OBS GRAVITY     -    980,039.1   (mgal)                       GRAV_OBS
 HU0735
 HU0735  VERT ORDER      -  FIRST     CLASS I
 HU0735
 HU0735.The horizontal coordinates were established by autonomous hand held GPS
 HU0735.observations and have an estimated accuracy of +/- 10 meters.
 HU0735
 HU0735.The orthometric height was determined by differential leveling and
 HU0735.adjusted by the NATIONAL GEODETIC SURVEY
 HU0735.in June 1991.
 HU0735
 HU0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0735.GEOID18 height accuracy estimate available here.
 HU0735
 HU0735.Click photographs - Photos may exist for this station.
 HU0735
 HU0735.The dynamic height is computed by dividing the NAVD 88
 HU0735.geopotential number by the normal gravity value computed on the
 HU0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0735.degrees latitude (g = 980.6199 gals.).
 HU0735
 HU0735.The modeled gravity was interpolated from observed gravity values.
 HU0735
 HU0735.The observed gravity was obtained from relative gravimeter ties
 HU0735.to the IGSN71 gravity network.
 HU0735
 HU0735;                    North         East    Units  Estimated Accuracy
 HU0735;SPC DE       -   101,449.      186,101.      MT  (+/- 10 meters HH2 GPS)
 HU0735
 HU0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4998307369(NAD 83)
 HU0735
 HU0735                          SUPERSEDED SURVEY CONTROL
 HU0735
 HU0735  NGVD 29 (11/26/84)   18.415  (m)           60.42   (f) ADJUSTED    1 1
 HU0735
 HU0735.Superseded values are not recommended for survey control.
 HU0735
 HU0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0735.See file dsdata.pdf to determine how the superseded data were derived.
 HU0735
 HU0735_MARKER: DB = BENCH MARK DISK
 HU0735_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HU0735_STAMPING: C 34 1963
 HU0735_MARK LOGO: CGS
 HU0735_PROJECTION: PROJECTING 5 CENTIMETERS
 HU0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0735
 HU0735  HISTORY     - Date     Condition        Report By
 HU0735  HISTORY     - 1963     MONUMENTED       CGS
 HU0735  HISTORY     - 1981     POOR             UDE
 HU0735  HISTORY     - 20020615 MARK NOT FOUND   USPSQD
 HU0735  HISTORY     - 20100507 POOR             BECMOR
 HU0735  HISTORY     - 20111115 GOOD             DELCOS
 HU0735
 HU0735                          STATION DESCRIPTION
 HU0735
 HU0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0735'0.7 MI S FROM HARRINGTON.
 HU0735'0.7 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0735'AT HARRINGTON, AT MILEPOST 65, AT THE CROSSING OF A BLACK TOP
 HU0735'ROAD, AT A POWER SUB-STATION, 87.5 FEET SOUTHEAST OF CENTER OF
 HU0735'THE CROSSING, 82 FEET EAST-SOUTHEAST AND ACROSS TRACK FROM THE
 HU0735'MILEPOST, 30 FEET EAST OF EAST RAIL OF MAIN TRACK, 6 FEET
 HU0735'SOUTHWEST OF A POWER POLE, 4 FEET EAST OF NORTHWEST CORNER OF
 HU0735'FENCE SURROUNDING SUB-STATION, 1.7 FEET NORTH OF A FENCE LINE,
 HU0735'1.5 FEET EAST OF A STEEL WITNESS POST, 1/2 FOOT BELOW LEVEL OF
 HU0735'TRACK, AND IS A DISK ON A COPPER COATED STEEL ROD PROJECTING 2
 HU0735'INCHES AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS 4 INCHES.
 HU0735'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 77.6 FEET.
 HU0735
 HU0735                          STATION RECOVERY (1981)
 HU0735
 HU0735'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0735'MARK RECOVERED IN POOR CONDITION.
 HU0735
 HU0735                          STATION RECOVERY (2002)
 HU0735
 HU0735'RECOVERY NOTE BY US POWER SQUADRON 2002 (RP)
 HU0735'L 38* 54.837' N
 HU0735'LO 075* 34.618' W
 HU0735'
 HU0735
 HU0735                          STATION RECOVERY (2010)
 HU0735
 HU0735'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 HU0735'SUB-STATION HAS BEEN ENLARGED, 29 FEET SOUTH SOUTHEAST OF NORTHWEST
 HU0735'FENCE CORNER OF SUB-STATION, 17 FEET EAST OF POWER POLE NUMBER 388,
 HU0735'DISK/ROD HAVE BEEN HIT AND HAS A SLIGHT LEAN
 HU0735
 HU0735                          STATION RECOVERY (2011)
 HU0735
 HU0735'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 HU0735'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1116 ***********************************************************************
 JU1116  DESIGNATION -  C 35
 JU1116  PID         -  JU1116
 JU1116  STATE/COUNTY-  DE/KENT
 JU1116  COUNTRY     -  US
 JU1116  USGS QUAD   -  WYOMING (2016)
 JU1116
 JU1116                         *CURRENT SURVEY CONTROL
 JU1116  ______________________________________________________________________
 JU1116* NAD 83(1986) POSITION- 39 06 14.     (N) 075 33 54.     (W)   SCALED
 JU1116* NAVD 88 ORTHO HEIGHT -    17.190 (meters)       56.40  (feet) ADJUSTED
 JU1116  ______________________________________________________________________
 JU1116  GEOID HEIGHT    -        -34.534 (meters)                     GEOID18
 JU1116  DYNAMIC HEIGHT  -         17.180 (meters)       56.36  (feet) COMP
 JU1116  MODELED GRAVITY -    980,075.1   (mgal)                       NAVD 88
 JU1116
 JU1116  VERT ORDER      -  FIRST     CLASS I
 JU1116
 JU1116.The horizontal coordinates were scaled from a map and have
 JU1116.an estimated accuracy of +/- 6 seconds.
 JU1116
 JU1116.The orthometric height was determined by differential leveling and
 JU1116.adjusted by the NATIONAL GEODETIC SURVEY
 JU1116.in June 1991.
 JU1116
 JU1116.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1116.GEOID18 height accuracy estimate available here.
 JU1116
 JU1116.Click photographs - Photos may exist for this station.
 JU1116
 JU1116.The dynamic height is computed by dividing the NAVD 88
 JU1116.geopotential number by the normal gravity value computed on the
 JU1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1116.degrees latitude (g = 980.6199 gals.).
 JU1116
 JU1116.The modeled gravity was interpolated from observed gravity values.
 JU1116
 JU1116;                    North         East    Units  Estimated Accuracy
 JU1116;SPC DE       -   122,550.      187,170.      MT  (+/- 180 meters Scaled)
 JU1116
 JU1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ511284(NAD 83)
 JU1116
 JU1116                          SUPERSEDED SURVEY CONTROL
 JU1116
 JU1116  NGVD 29 (11/26/84)   17.427  (m)           57.18   (f) ADJUSTED    1 1
 JU1116
 JU1116.Superseded values are not recommended for survey control.
 JU1116
 JU1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1116.See file dsdata.pdf to determine how the superseded data were derived.
 JU1116
 JU1116_MARKER: DB = BENCH MARK DISK
 JU1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1116_STAMPING: C 35 1963
 JU1116_MARK LOGO: CGS
 JU1116_PROJECTION: PROJECTING 8 CENTIMETERS
 JU1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1116+STABILITY: SURFACE MOTION
 JU1116
 JU1116  HISTORY     - Date     Condition        Report By
 JU1116  HISTORY     - 1963     MONUMENTED       CGS
 JU1116  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1116  HISTORY     - 20120319 MARK NOT FOUND   DELCOS
 JU1116
 JU1116                          STATION DESCRIPTION
 JU1116
 JU1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1116'1 MI S FROM WYOMING.
 JU1116'1.05 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JU1116'AT WYOMING, ABOUT 0.15 MILE NORTH OF THE CROSSING OF STATE
 JU1116'HIGHWAY 10, 17.6 FEET WEST OF WEST RAIL, 3 FEET SOUTH OF A
 JU1116'TELEPHONE POLE, 1.5 FET NORTH OF A STEEL WITNESS POST, ABOUT
 JU1116'LEVEL WITH TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU1116'3 INCHES.
 JU1116
 JU1116                          STATION RECOVERY (1981)
 JU1116
 JU1116'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1116'MARK NOT FOUND.
 JU1116
 JU1116                          STATION RECOVERY (2012)
 JU1116
 JU1116'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1116'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0058 ***********************************************************************
 HU0058  DESIGNATION -  C 36
 HU0058  PID         -  HU0058
 HU0058  STATE/COUNTY-  DE/SUSSEX
 HU0058  COUNTRY     -  US
 HU0058  USGS QUAD   -  ELLENDALE (2016)
 HU0058
 HU0058                         *CURRENT SURVEY CONTROL
 HU0058  ______________________________________________________________________
 HU0058* NAD 83(1986) POSITION- 38 49 09.     (N) 075 25 24.     (W)   SCALED
 HU0058* NAVD 88 ORTHO HEIGHT -    15.078 (meters)       49.47  (feet) ADJUSTED
 HU0058  ______________________________________________________________________
 HU0058  GEOID HEIGHT    -        -35.452 (meters)                     GEOID18
 HU0058  DYNAMIC HEIGHT  -         15.069 (meters)       49.44  (feet) COMP
 HU0058  MODELED GRAVITY -    980,034.4   (mgal)                       NAVD 88
 HU0058
 HU0058  VERT ORDER      -  FIRST     CLASS I
 HU0058
 HU0058.The horizontal coordinates were scaled from a map and have
 HU0058.an estimated accuracy of +/- 6 seconds.
 HU0058
 HU0058.The orthometric height was determined by differential leveling and
 HU0058.adjusted by the NATIONAL GEODETIC SURVEY
 HU0058.in June 1991.
 HU0058
 HU0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0058.GEOID18 height accuracy estimate available here.
 HU0058
 HU0058.Click photographs - Photos may exist for this station.
 HU0058
 HU0058.The dynamic height is computed by dividing the NAVD 88
 HU0058.geopotential number by the normal gravity value computed on the
 HU0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0058.degrees latitude (g = 980.6199 gals.).
 HU0058
 HU0058.The modeled gravity was interpolated from observed gravity values.
 HU0058
 HU0058;                    North         East    Units  Estimated Accuracy
 HU0058;SPC DE       -    90,930.      199,420.      MT  (+/- 180 meters Scaled)
 HU0058
 HU0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH632967(NAD 83)
 HU0058
 HU0058                          SUPERSEDED SURVEY CONTROL
 HU0058
 HU0058  NGVD 29 (11/26/84)   15.320  (m)           50.26   (f) ADJUSTED    1 1
 HU0058
 HU0058.Superseded values are not recommended for survey control.
 HU0058
 HU0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0058.See file dsdata.pdf to determine how the superseded data were derived.
 HU0058
 HU0058_MARKER: DB = BENCH MARK DISK
 HU0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0058_STAMPING: C 36 1963
 HU0058_MARK LOGO: CGS
 HU0058_PROJECTION: PROJECTING 5 CENTIMETERS
 HU0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0058+STABILITY: SURFACE MOTION
 HU0058
 HU0058  HISTORY     - Date     Condition        Report By
 HU0058  HISTORY     - 1963     MONUMENTED       CGS
 HU0058  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0058
 HU0058                          STATION DESCRIPTION
 HU0058
 HU0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0058'0.8 MI N FROM ELLENDALE.
 HU0058'ABOUT 0.8 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HU0058'CROSSING OF STATE HIGHWAY 16 AT ELLENDALE, ABOUT 0.3 MILE NORTH OF
 HU0058'MILEPOST 15, AT THE NORTHEAST CORNER OF A CULTIVATED FIELD, 28.4
 HU0058'FEET WEST OF WEST RAIL, 6 FEET EAST OF A 2-FOOT HIGH CONCRETE
 HU0058'RIGHT OF WAY POST (PENNSYLVANIA RAILROAD), 1.5 FEET SOUTH OF A
 HU0058'STEEL WITNESS POST, ABOUT LEVEL WITH TRACK, AND SET IN THE TOP
 HU0058'OF A CONCRETE POST PROJECTING 2 INCHES.
 HU0058
 HU0058                          STATION RECOVERY (1981)
 HU0058
 HU0058'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0058'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1347 ***********************************************************************
 JU1347  DESIGNATION -  C 37
 JU1347  PID         -  JU1347
 JU1347  STATE/COUNTY-  DE/KENT
 JU1347  COUNTRY     -  US
 JU1347  USGS QUAD   -  SMYRNA (2016)
 JU1347
 JU1347                         *CURRENT SURVEY CONTROL
 JU1347  ______________________________________________________________________
 JU1347* NAD 83(1986) POSITION- 39 18 13.3    (N) 075 36 08.2    (W)   HD_HELD2
 JU1347* NAVD 88 ORTHO HEIGHT -     7.344 (meters)       24.09  (feet) ADJUSTED
 JU1347  ______________________________________________________________________
 JU1347  GEOID HEIGHT    -        -33.857 (meters)                     GEOID18
 JU1347  DYNAMIC HEIGHT  -          7.340 (meters)       24.08  (feet) COMP
 JU1347  MODELED GRAVITY -    980,109.5   (mgal)                       NAVD 88
 JU1347
 JU1347  VERT ORDER      -  FIRST     CLASS II
 JU1347
 JU1347.The horizontal coordinates were established by autonomous hand held GPS
 JU1347.observations and have an estimated accuracy of +/- 10 meters.
 JU1347
 JU1347.The orthometric height was determined by differential leveling and
 JU1347.adjusted by the NATIONAL GEODETIC SURVEY
 JU1347.in January 2013.
 JU1347
 JU1347.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1347.GEOID18 height accuracy estimate available here.
 JU1347
 JU1347.Click photographs - Photos may exist for this station.
 JU1347
 JU1347.The dynamic height is computed by dividing the NAVD 88
 JU1347.geopotential number by the normal gravity value computed on the
 JU1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1347.degrees latitude (g = 980.6199 gals.).
 JU1347
 JU1347.The modeled gravity was interpolated from observed gravity values.
 JU1347
 JU1347;                    North         East    Units  Estimated Accuracy
 JU1347;SPC DE       -   144,737.      183,990.      MT  (+/- 10 meters HH2 GPS)
 JU1347
 JU1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4807150651(NAD 83)
 JU1347
 JU1347                          SUPERSEDED SURVEY CONTROL
 JU1347
 JU1347  NAVD 88 (06/15/91)    7.363  (m)           24.16   (f) SUPERSEDED  1 1
 JU1347  NGVD 29 (11/26/84)    7.603  (m)           24.94   (f) ADJUSTED    1 1
 JU1347
 JU1347.Superseded values are not recommended for survey control.
 JU1347
 JU1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1347.See file dsdata.pdf to determine how the superseded data were derived.
 JU1347
 JU1347_MARKER: DB = BENCH MARK DISK
 JU1347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1347_SP_SET: BUILDING
 JU1347_STAMPING: C 37 1963
 JU1347_MARK LOGO: CGS
 JU1347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1347+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2012
 JU1347
 JU1347  HISTORY     - Date     Condition        Report By
 JU1347  HISTORY     - 1963     MONUMENTED       CGS
 JU1347  HISTORY     - 1981     GOOD             UDE
 JU1347  HISTORY     - 1989     GOOD             USPSQD
 JU1347  HISTORY     - 19971220 GOOD             USPSQD
 JU1347  HISTORY     - 20020615 GOOD             USPSQD
 JU1347  HISTORY     - 20100124 GOOD             BECMOR
 JU1347  HISTORY     - 20121009 GOOD             USFWS
 JU1347
 JU1347                          STATION DESCRIPTION
 JU1347
 JU1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1347'AT SMYRNA.
 JU1347'AT SMYRNA, ALONG STATE HIGHWAY 6, ABOUT 0.1 MILE EAST OF THE
 JU1347'INTERSECTION OF U.S. HIGHWAY 13, AT THE DELAWARE NATIONAL GUARD
 JU1347'ARMORY, NEAR THE SOUTHEAST CORNER OF THE BUILDING, SET VERTICALLY
 JU1347'IN THE SOUTH BRICK FACE OF THE BUILDING, 102 FEET NORTH OF
 JU1347'CENTERLINE OF THE HIGHWAY, AND 2 FEET ABOVE THE GROUND.
 JU1347
 JU1347                          STATION RECOVERY (1981)
 JU1347
 JU1347'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1347'RECOVERED IN GOOD CONDITION.
 JU1347
 JU1347                          STATION RECOVERY (1989)
 JU1347
 JU1347'RECOVERY NOTE BY US POWER SQUADRON 1989 (GSW)
 JU1347'RECOVERED IN GOOD CONDITION.
 JU1347
 JU1347                          STATION RECOVERY (1997)
 JU1347
 JU1347'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU1347'RECOVERED IN GOOD CONDITION.
 JU1347
 JU1347                          STATION RECOVERY (2002)
 JU1347
 JU1347'RECOVERY NOTE BY US POWER SQUADRON 2002 (HD)
 JU1347'RECOVERED IN GOOD CONDITION.
 JU1347
 JU1347                          STATION RECOVERY (2010)
 JU1347
 JU1347'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1347'RECOVERED IN GOOD CONDITION.
 JU1347
 JU1347                          STATION RECOVERY (2012)
 JU1347
 JU1347'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2012 (JCW)
 JU1347'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1094 ***********************************************************************
 JU1094  DESIGNATION -  C 38
 JU1094  PID         -  JU1094
 JU1094  STATE/COUNTY-  DE/KENT
 JU1094  COUNTRY     -  US
 JU1094  USGS QUAD   -  DOVER (2016)
 JU1094
 JU1094                         *CURRENT SURVEY CONTROL
 JU1094  ______________________________________________________________________
 JU1094* NAD 83(1986) POSITION- 39 13 09.7    (N) 075 35 11.7    (W)   HD_HELD2
 JU1094* NAVD 88 ORTHO HEIGHT -    13.082 (meters)       42.92  (feet) ADJUSTED
 JU1094  ______________________________________________________________________
 JU1094  GEOID HEIGHT    -        -34.090 (meters)                     GEOID18
 JU1094  DYNAMIC HEIGHT  -         13.075 (meters)       42.90  (feet) COMP
 JU1094  MODELED GRAVITY -    980,098.4   (mgal)                       NAVD 88
 JU1094  OBS GRAVITY     -    980,097.6   (mgal)                       GRAV_OBS
 JU1094
 JU1094  VERT ORDER      -  FIRST     CLASS I
 JU1094
 JU1094.The horizontal coordinates were established by autonomous hand held GPS
 JU1094.observations and have an estimated accuracy of +/- 10 meters.
 JU1094
 JU1094.The orthometric height was determined by differential leveling and
 JU1094.adjusted by the NATIONAL GEODETIC SURVEY
 JU1094.in June 1991.
 JU1094
 JU1094.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1094.GEOID18 height accuracy estimate available here.
 JU1094
 JU1094.Click photographs - Photos may exist for this station.
 JU1094
 JU1094.The dynamic height is computed by dividing the NAVD 88
 JU1094.geopotential number by the normal gravity value computed on the
 JU1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1094.degrees latitude (g = 980.6199 gals.).
 JU1094
 JU1094.The modeled gravity was interpolated from observed gravity values.
 JU1094
 JU1094.The observed gravity was obtained from relative gravimeter ties
 JU1094.to the IGSN71 gravity network.
 JU1094
 JU1094;                    North         East    Units  Estimated Accuracy
 JU1094;SPC DE       -   135,372.      185,326.      MT  (+/- 10 meters HH2 GPS)
 JU1094
 JU1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4936341283(NAD 83)
 JU1094
 JU1094                          SUPERSEDED SURVEY CONTROL
 JU1094
 JU1094  NGVD 29 (11/26/84)   13.321  (m)           43.70   (f) ADJUSTED    1 1
 JU1094
 JU1094.Superseded values are not recommended for survey control.
 JU1094
 JU1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1094.See file dsdata.pdf to determine how the superseded data were derived.
 JU1094
 JU1094_MARKER: DB = BENCH MARK DISK
 JU1094_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU1094_STAMPING: C 38 1963
 JU1094_MARK LOGO: CGS
 JU1094_PROJECTION: PROJECTING 3 CENTIMETERS
 JU1094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1094
 JU1094  HISTORY     - Date     Condition        Report By
 JU1094  HISTORY     - 1963     MONUMENTED       CGS
 JU1094  HISTORY     - 1981     GOOD             UDE
 JU1094  HISTORY     - 19980207 POOR             USPSQD
 JU1094
 JU1094                          STATION DESCRIPTION
 JU1094
 JU1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1094'AT CHESWOLD.
 JU1094'AT CHESWOLD, ALONG THE PENNSYLVANIA RAILROAD, AT THE
 JU1094'CROSSING OF STATE HIGHWAY 42, ABOUT 0.4 MILE SOUTHEAST OF
 JU1094'MILEPOST 42, 53.5 FEET WEST-NORTHWEST OF THE CENTER OF THE
 JU1094'CROSSING, 17.6 FEET SOUTHWEST OF SOUTHWEST RAIL, 19.5 FEET
 JU1094'NORTHEAST OF CENTERLINE OF A BLACKTOP ROAD PARALLELING TRACK, 8.4 FEET
 JU1094'NORTHWEST OF A SIGNAL BOX, 3 FEET NORTHWEST OF A TELEPHONE
 JU1094'POLE, 1.5 FEET SOUTHEAST OF A STEEL WITNESS POST, ABOUT LEVEL
 JU1094'WITH TRACK, AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD
 JU1094'PROJECTING 1 INCH ABOVE GROUND AND PROTECTED BY A 6-INCH
 JU1094'TILE WHICH PROJECTS 5 INCHES.  THE ROD WAS DRIVEN TO REFUSAL
 JU1094'AT A DEPTH OF 69.8 FEET.
 JU1094
 JU1094                          STATION RECOVERY (1981)
 JU1094
 JU1094'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1094'RECOVERED IN GOOD CONDITION.
 JU1094
 JU1094                          STATION RECOVERY (1998)
 JU1094
 JU1094'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU1094'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1889 ***********************************************************************
 JU1889  DESIGNATION -  C 39
 JU1889  PID         -  JU1889
 JU1889  STATE/COUNTY-  DE/NEW CASTLE
 JU1889  COUNTRY     -  US
 JU1889  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1889
 JU1889                         *CURRENT SURVEY CONTROL
 JU1889  ______________________________________________________________________
 JU1889* NAD 83(1986) POSITION- 39 41 36.     (N) 075 34 43.     (W)   SCALED
 JU1889* NAVD 88 ORTHO HEIGHT -    12.738 (meters)       41.79  (feet) ADJUSTED
 JU1889  ______________________________________________________________________
 JU1889  GEOID HEIGHT    -        -33.019 (meters)                     GEOID18
 JU1889  DYNAMIC HEIGHT  -         12.732 (meters)       41.77  (feet) COMP
 JU1889  MODELED GRAVITY -    980,167.6   (mgal)                       NAVD 88
 JU1889
 JU1889  VERT ORDER      -  FIRST     CLASS I
 JU1889
 JU1889.The horizontal coordinates were scaled from a map and have
 JU1889.an estimated accuracy of +/- 6 seconds.
 JU1889
 JU1889.The orthometric height was determined by differential leveling and
 JU1889.adjusted by the NATIONAL GEODETIC SURVEY
 JU1889.in June 1991.
 JU1889
 JU1889.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1889.GEOID18 height accuracy estimate available here.
 JU1889
 JU1889.Click photographs - Photos may exist for this station.
 JU1889
 JU1889.The dynamic height is computed by dividing the NAVD 88
 JU1889.geopotential number by the normal gravity value computed on the
 JU1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1889.degrees latitude (g = 980.6199 gals.).
 JU1889
 JU1889.The modeled gravity was interpolated from observed gravity values.
 JU1889
 JU1889;                    North         East    Units  Estimated Accuracy
 JU1889;SPC DE       -   187,990.      186,110.      MT  (+/- 180 meters Scaled)
 JU1889
 JU1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ503938(NAD 83)
 JU1889
 JU1889                          SUPERSEDED SURVEY CONTROL
 JU1889
 JU1889  NGVD 29 (01/10/92)   12.990  (m)           42.62   (f) ADJUSTED    1 1
 JU1889  NGVD 29 (??/??/87)   12.990  (m)           42.62   (f) SUPERSEDED  1 1
 JU1889
 JU1889.Superseded values are not recommended for survey control.
 JU1889
 JU1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1889.See file dsdata.pdf to determine how the superseded data were derived.
 JU1889
 JU1889_MARKER: DB = BENCH MARK DISK
 JU1889_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1889_SP_SET: OVERPASS ABUTMENT
 JU1889_STAMPING: C 39 1963
 JU1889_MARK LOGO: CGS
 JU1889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1889+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 JU1889
 JU1889  HISTORY     - Date     Condition        Report By
 JU1889  HISTORY     - 1963     MONUMENTED       CGS
 JU1889  HISTORY     - 1964     GOOD             CGS
 JU1889  HISTORY     - 1976     GOOD             LOCENG
 JU1889  HISTORY     - 1979     GOOD             NGS
 JU1889  HISTORY     - 20000318 GOOD             USPSQD
 JU1889  HISTORY     - 20060305 GOOD             USPSQD
 JU1889  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1889
 JU1889                          STATION DESCRIPTION
 JU1889
 JU1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1889'AT FARNHURST.
 JU1889'AT FARNHURST, ALONG THE PENNSYLVANIA RAILROAD, AT THE OVERPASS OF
 JU1889'U.S. HIGHWAYS 13 AND 40 OVER THE TRACK, SET VERTICALLY IN THE
 JU1889'NORTHEAST FACE NEAR THE NORTHWEST END OF THE CONCRETE ABUTMENT
 JU1889'FOR THE SOUTH-BOUND LANE OF HIGHWAYS, 36 FEET SOUTHWEST OF
 JU1889'SOUTHWEST RAIL, 2.5 FEET EAST OF NORTHWEST CORNER OF ABUTMENT,
 JU1889'2 FEET ABOVE GROUND, AND 2 1/2 FEET ABOVE LEVEL OF TRACK.
 JU1889
 JU1889                          STATION RECOVERY (1976)
 JU1889
 JU1889'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 JU1889'RECOVERED IN GOOD CONDITION.
 JU1889
 JU1889                          STATION RECOVERY (1979)
 JU1889
 JU1889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1889'RECOVERED IN GOOD CONDITION.
 JU1889
 JU1889                          STATION RECOVERY (2000)
 JU1889
 JU1889'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU1889'RECOVERED IN GOOD CONDITION.
 JU1889
 JU1889                          STATION RECOVERY (2006)
 JU1889
 JU1889'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAL)
 JU1889'TWO LANE ROAD NOW COVERS THE RAILROAD TRACKS.  MARK IS 6 INCHES ABOVE
 JU1889'ROAD BED.  MARK IS BEHIND A CEMENT BARRIER.
 JU1889
 JU1889                          STATION RECOVERY (2013)
 JU1889
 JU1889'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1889'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0743 ***********************************************************************
 HU0743  DESIGNATION -  C 4
 HU0743  PID         -  HU0743
 HU0743  STATE/COUNTY-  DE/KENT
 HU0743  COUNTRY     -  US
 HU0743  USGS QUAD   -  GREENWOOD (2016)
 HU0743
 HU0743                         *CURRENT SURVEY CONTROL
 HU0743  ______________________________________________________________________
 HU0743* NAD 83(1986) POSITION- 38 50 15.02   (N) 075 35 09.43   (W)   HD_HELD1
 HU0743* NAVD 88 ORTHO HEIGHT -    17.456 (meters)       57.27  (feet) ADJUSTED
 HU0743  ______________________________________________________________________
 HU0743  GEOID HEIGHT    -        -35.310 (meters)                     GEOID18
 HU0743  DYNAMIC HEIGHT  -         17.446 (meters)       57.24  (feet) COMP
 HU0743  MODELED GRAVITY -    980,033.9   (mgal)                       NAVD 88
 HU0743
 HU0743  VERT ORDER      -  FIRST     CLASS I
 HU0743
 HU0743.The horizontal coordinates were determined by differentially corrected
 HU0743.hand held GPS observations or other comparable positioning techniques
 HU0743.and have an estimated accuracy of +/- 3 meters.
 HU0743
 HU0743.The orthometric height was determined by differential leveling and
 HU0743.adjusted by the NATIONAL GEODETIC SURVEY
 HU0743.in June 1991.
 HU0743
 HU0743.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0743.GEOID18 height accuracy estimate available here.
 HU0743
 HU0743.Click photographs - Photos may exist for this station.
 HU0743
 HU0743.The dynamic height is computed by dividing the NAVD 88
 HU0743.geopotential number by the normal gravity value computed on the
 HU0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0743.degrees latitude (g = 980.6199 gals.).
 HU0743
 HU0743.The modeled gravity was interpolated from observed gravity values.
 HU0743
 HU0743;                    North         East    Units  Estimated Accuracy
 HU0743;SPC DE       -    92,980.0     185,301.9     MT  (+/- 3 meters HH1 GPS) 
 HU0743
 HU0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4914598907(NAD 83)
 HU0743
 HU0743                          SUPERSEDED SURVEY CONTROL
 HU0743
 HU0743  NGVD 29 (11/26/84)   17.702  (m)           58.08   (f) ADJUSTED    1 1
 HU0743
 HU0743.Superseded values are not recommended for survey control.
 HU0743
 HU0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0743.See file dsdata.pdf to determine how the superseded data were derived.
 HU0743
 HU0743_MARKER: DB = BENCH MARK DISK
 HU0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0743_STAMPING: C 4 1935
 HU0743_MARK LOGO: CGS
 HU0743_PROJECTION: PROJECTING 8 CENTIMETERS
 HU0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0743+STABILITY: SURFACE MOTION
 HU0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0743+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2011
 HU0743
 HU0743  HISTORY     - Date     Condition        Report By
 HU0743  HISTORY     - 1935     MONUMENTED       CGS
 HU0743  HISTORY     - 1963     GOOD             CGS
 HU0743  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0743  HISTORY     - 19970319 GOOD             USPSQD
 HU0743  HISTORY     - 20100507 GOOD             BECMOR
 HU0743  HISTORY     - 20111115 GOOD             DELCOS
 HU0743
 HU0743                          STATION DESCRIPTION
 HU0743
 HU0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0743'2.2 MI N FROM GREENWOOD.
 HU0743'2.2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0743'AT GREENWOOD, ABOUT 0.3 MILE SOUTH OF MILEPOST 70, AT A FARM ROAD
 HU0743'CROSSING, 48.5 FEET SOUTHEAST OF CENTER OF THE CROSSING, 28.5
 HU0743'FEET EAST OF EAST RAIL, 28.5 FEET SOUTH OF CENTER LINE OF FARM
 HU0743'ROAD, 1.5 FEET SOUTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH
 HU0743'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HU0743
 HU0743                          STATION RECOVERY (1981)
 HU0743
 HU0743'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0743'MARK NOT FOUND.
 HU0743
 HU0743                          STATION RECOVERY (1997)
 HU0743
 HU0743'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU0743'RECOVERED IN GOOD CONDITION.
 HU0743
 HU0743                          STATION RECOVERY (2010)
 HU0743
 HU0743'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 HU0743'RECOVERED IN GOOD CONDITION.
 HU0743
 HU0743                          STATION RECOVERY (2011)
 HU0743
 HU0743'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 HU0743'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1859 ***********************************************************************
 JU1859  DESIGNATION -  C 40
 JU1859  PID         -  JU1859
 JU1859  STATE/COUNTY-  DE/NEW CASTLE
 JU1859  COUNTRY     -  US
 JU1859  USGS QUAD   -  SAINT GEORGES (2016)
 JU1859
 JU1859                         *CURRENT SURVEY CONTROL
 JU1859  ______________________________________________________________________
 JU1859* NAD 83(2011) POSITION- 39 36 20.71254(N) 075 44 42.26589(W)   ADJUSTED
 JU1859* NAD 83(2011) ELLIP HT-   -13.404 (meters)        (06/27/12)   ADJUSTED
 JU1859* NAD 83(2011) EPOCH   -  2010.00
 JU1859* NAVD 88 ORTHO HEIGHT -    19.678 (meters)       64.56  (feet) ADJUSTED
 JU1859  ______________________________________________________________________
 JU1859  GEOID HEIGHT    -        -33.092 (meters)                     GEOID18
 JU1859  NAD 83(2011) X  -  1,211,661.177 (meters)                     COMP
 JU1859  NAD 83(2011) Y  - -4,769,208.568 (meters)                     COMP
 JU1859  NAD 83(2011) Z  -  4,044,348.023 (meters)                     COMP
 JU1859  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 JU1859  DYNAMIC HEIGHT  -         19.669 (meters)       64.53  (feet) COMP
 JU1859  MODELED GRAVITY -    980,162.2   (mgal)                       NAVD 88
 JU1859  OBS GRAVITY     -    980,162.3   (mgal)                       GRAV_OBS
 JU1859
 JU1859  VERT ORDER      -  FIRST     CLASS II
 JU1859
 JU1859  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU1859  Standards:
 JU1859         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU1859            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU1859  -------------------------------------------------------------------
 JU1859  NETWORK    0.26   0.37           0.11   0.10   0.19      0.02177502
 JU1859  -------------------------------------------------------------------
 JU1859  Click here for local accuracies and other accuracy information.
 JU1859
 JU1859.The horizontal coordinates were established by GPS observations
 JU1859.and adjusted by the National Geodetic Survey in June 2012.
 JU1859
 JU1859.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU1859.been affixed to the stable North American tectonic plate. See 
 JU1859.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU1859
 JU1859.The horizontal coordinates are valid at the epoch date displayed above
 JU1859.which is a decimal equivalence of Year/Month/Day.
 JU1859
 JU1859.The orthometric height was determined by differential leveling and
 JU1859.adjusted by the NATIONAL GEODETIC SURVEY
 JU1859.in July 2019.
 JU1859
 JU1859.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1859.GEOID18 height accuracy estimate available here.
 JU1859
 JU1859.Click photographs - Photos may exist for this station.
 JU1859
 JU1859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1859
 JU1859.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1859
 JU1859.The ellipsoidal height was determined by GPS observations
 JU1859.and is referenced to NAD 83.
 JU1859
 JU1859.The dynamic height is computed by dividing the NAVD 88
 JU1859.geopotential number by the normal gravity value computed on the
 JU1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1859.degrees latitude (g = 980.6199 gals.).
 JU1859
 JU1859.The modeled gravity was interpolated from observed gravity values.
 JU1859
 JU1859.The observed gravity was obtained from relative gravimeter ties
 JU1859.to the IGSN71 gravity network.
 JU1859
 JU1859. The following values were computed from the NAD 83(2011) position.
 JU1859
 JU1859;                    North         East     Units Scale Factor Converg.
 JU1859;SPC DE       -   178,308.125   171,795.542   MT  1.00000479   -0 12 33.7
 JU1859;SPC DE       -   584,999.24    563,632.54   sFT  1.00000479   -0 12 33.7
 JU1859;UTM  18      - 4,384,266.344   436,036.132   MT  0.99965037   -0 28 30.0
 JU1859
 JU1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1859!SPC DE       -   1.00000210  x   1.00000479  =   1.00000689
 JU1859!UTM  18      -   1.00000210  x   0.99965037  =   0.99965247
 JU1859
 JU1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3603684266(NAD 83)
 JU1859
 JU1859                          SUPERSEDED SURVEY CONTROL
 JU1859
 JU1859  NAD 83(2007)-  39 36 20.71282(N)    075 44 42.26668(W) AD(2002.00) 1
 JU1859  ELLIP H (04/14/09)  -13.382  (m)                       GP(2002.00) 4 1
 JU1859  NAD 83(1991)-  39 36 20.71286(N)    075 44 42.26654(W) AD(       ) 1
 JU1859  ELLIP H (12/29/05)  -13.378  (m)                       GP(       ) 4 1
 JU1859  NAVD 88              19.69   (m)           64.6    (f) LEVELING    3  
 JU1859  NAVD 88 (06/15/91)   19.692  (m)           64.61   (f) SUPERSEDED  1 1
 JU1859  NGVD 29 (01/10/92)   19.929  (m)           65.38   (f) ADJUSTED    1 1
 JU1859  NGVD 29 (??/??/87)   19.929  (m)           65.38   (f) SUPERSEDED  1 1
 JU1859
 JU1859.Superseded values are not recommended for survey control.
 JU1859
 JU1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1859.See file dsdata.pdf to determine how the superseded data were derived.
 JU1859
 JU1859_MARKER: DB = BENCH MARK DISK
 JU1859_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU1859_STAMPING: C 40 1971
 JU1859_MARK LOGO: CGS
 JU1859_PROJECTION: FLUSH
 JU1859_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1859+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2015
 JU1859_ROD/PIPE-DEPTH: 9.8 meters
 JU1859
 JU1859  HISTORY     - Date     Condition        Report By
 JU1859  HISTORY     - 1971     MONUMENTED       NGS
 JU1859  HISTORY     - 1979     GOOD             NGS
 JU1859  HISTORY     - 1982     GOOD             USPSQD
 JU1859  HISTORY     - 19910216 GOOD             USPSQD
 JU1859  HISTORY     - 20000304 GOOD             USPSQD
 JU1859  HISTORY     - 20050817 GOOD             GEOCAC
 JU1859  HISTORY     - 20051007 GOOD             JMTMD
 JU1859  HISTORY     - 20080729 GOOD             UE
 JU1859  HISTORY     - 20130711 GOOD             DELCOS
 JU1859  HISTORY     - 20140827 GOOD             JMTMD
 JU1859  HISTORY     - 20150511 GOOD             JARICE
 JU1859
 JU1859                          STATION DESCRIPTION
 JU1859
 JU1859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JU1859'AT GLASGOW.
 JU1859'AT GLASGOW, AT THE JUNCTION OF THE NORTH LANES OF U.S. HIGHWAY 40
 JU1859'AND STATE HIGHWAY 896, 39 FEET NORTH OF THE CENTER LINE OF THE
 JU1859'NORTH LANES OF U.S. HIGHWAY 40, 64 FEET EAST OF THE CENTER LINE
 JU1859'OF STATE HIGHWAY 896, 9.3 FEET NORTH OF THE SOUTHWEST CORNER OF
 JU1859'A METAL FENCE AROUND THE PENCADER CEMETERY, 2.2 FEET NORTH OF
 JU1859'THE NORTH END OF A CONCRETE RETAINING WALL AT THE SOUTHWEST
 JU1859'CORNER OF THE FENCE, 175.0 FEET SOUTH OF THE SOUTHWEST CORNER OF
 JU1859'THE PENCADER PRESBYTERIAN CHURCH BUILDING, 1 FOOT WEST OF THE
 JU1859'FENCE, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON THE
 JU1859'TOP OF A COPPER COATED ROD THAT PROJECTS 1 INCH AND IS PROTECTED
 JU1859'BY A 6-INCH METAL PIPE PROJECTING 2 INCHES.  THE ROD WAS DRIVEN TO
 JU1859'A DEPTH OF 32 FEET.
 JU1859
 JU1859                          STATION RECOVERY (1979)
 JU1859
 JU1859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1859'RECOVERED IN GOOD CONDITION.
 JU1859
 JU1859                          STATION RECOVERY (1982)
 JU1859
 JU1859'RECOVERY NOTE BY US POWER SQUADRON 1982
 JU1859'RECOVERED IN GOOD CONDITION.
 JU1859
 JU1859                          STATION RECOVERY (1991)
 JU1859
 JU1859'RECOVERY NOTE BY US POWER SQUADRON 1991 (SK)
 JU1859'RECOVERED IN GOOD CONDITION.
 JU1859
 JU1859                          STATION RECOVERY (2000)
 JU1859
 JU1859'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU1859'RECOVERED IN GOOD CONDITION.
 JU1859
 JU1859                          STATION RECOVERY (2005)
 JU1859
 JU1859'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU1859'THE STATION IS LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 JU1859'US HIGHWAY 40 AND GLASGOW AVENUE, OTHERWISE AS PREVIOUSLY DESCRIBED.
 JU1859'DE STATE HIGHWAY 896 HAS BEEN RE-ROUTED AND NOW RUNS ABOUT 0.17 MILES
 JU1859'EAST OF THE INTERSECTION.
 JU1859
 JU1859                          STATION RECOVERY (2005)
 JU1859
 JU1859'RECOVERY NOTE BY JMT ENGINEERING 2005 (BRH)
 JU1859'RECOVERED AS DESCRIBED.
 JU1859
 JU1859                          STATION RECOVERY (2008)
 JU1859
 JU1859'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 JU1859'THE 4 INCH METAL PIPE PROJECTING 2 INCHES IS NO LONGER THERE.
 JU1859'FORTUNATELY THE DISK ISN T THAT HIGH THAT A LAWN MOWER WOULD DAMAGE
 JU1859'IT.
 JU1859
 JU1859                          STATION RECOVERY (2013)
 JU1859
 JU1859'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1859'RECOVERED IN GOOD CONDITION.
 JU1859
 JU1859                          STATION RECOVERY (2014)
 JU1859
 JU1859'RECOVERY NOTE BY JMT ENGINEERING 2014 (EAS)
 JU1859'RECOVERED IN GOOD CONDITION.
 JU1859
 JU1859                          STATION RECOVERY (2015)
 JU1859
 JU1859'RECOVERY NOTE BY J A RICE INC 2015 (MRA)
 JU1859'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4133 ***********************************************************************
 JU4133  DESIGNATION -  C 42
 JU4133  PID         -  JU4133
 JU4133  STATE/COUNTY-  DE/NEW CASTLE
 JU4133  COUNTRY     -  US
 JU4133  USGS QUAD   -  NEWARK WEST (2016)
 JU4133
 JU4133                         *CURRENT SURVEY CONTROL
 JU4133  ______________________________________________________________________
 JU4133* NAD 83(1986) POSITION- 39 41 47.1    (N) 075 45 02.1    (W)   HD_HELD2
 JU4133* NAVD 88 ORTHO HEIGHT -    38.780 (meters)      127.23  (feet) ADJUSTED
 JU4133  ______________________________________________________________________
 JU4133  GEOID HEIGHT    -        -32.980 (meters)                     GEOID18
 JU4133  DYNAMIC HEIGHT  -         38.762 (meters)      127.17  (feet) COMP
 JU4133  MODELED GRAVITY -    980,153.7   (mgal)                       NAVD 88
 JU4133
 JU4133  VERT ORDER      -  SECOND    CLASS II
 JU4133
 JU4133.The horizontal coordinates were established by autonomous hand held GPS
 JU4133.observations and have an estimated accuracy of +/- 10 meters.
 JU4133
 JU4133.The orthometric height was determined by differential leveling and
 JU4133.adjusted by the NATIONAL GEODETIC SURVEY
 JU4133.in March 1994.
 JU4133
 JU4133.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4133.GEOID18 height accuracy estimate available here.
 JU4133
 JU4133.Click photographs - Photos may exist for this station.
 JU4133
 JU4133.The dynamic height is computed by dividing the NAVD 88
 JU4133.geopotential number by the normal gravity value computed on the
 JU4133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4133.degrees latitude (g = 980.6199 gals.).
 JU4133
 JU4133.The modeled gravity was interpolated from observed gravity values.
 JU4133
 JU4133;                    North         East    Units  Estimated Accuracy
 JU4133;SPC DE       -   188,376.      171,360.      MT  (+/- 10 meters HH2 GPS)
 JU4133
 JU4133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3564794332(NAD 83)
 JU4133
 JU4133                          SUPERSEDED SURVEY CONTROL
 JU4133
 JU4133.No superseded survey control is available for this station.
 JU4133
 JU4133_MARKER: I = METAL ROD
 JU4133_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU4133_STAMPING: C 42 1990
 JU4133_MARK LOGO: NGS
 JU4133_PROJECTION: FLUSH
 JU4133_MAGNETIC: I = MARKER IS A STEEL ROD
 JU4133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4133+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU4133_ROD/PIPE-DEPTH: 5.8 meters
 JU4133
 JU4133  HISTORY     - Date     Condition        Report By
 JU4133  HISTORY     - 1990     MONUMENTED       NGS
 JU4133  HISTORY     - 20130711 GOOD             DELCOS
 JU4133
 JU4133                          STATION DESCRIPTION
 JU4133
 JU4133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JU4133'1.1 KM (0.7 MI) NORTHERLY ALONG PAPER MILL ROAD FROM THE JUNCTION OF
 JU4133'CLEVLAND AVENUE IN NEWARK, AT THE M. COVERDALE PARK, 35.4 M
 JU4133'(116.1 FT) SOUTH OF THE SOUTH CORNER OF A BRICK HOUSE AT 375 PAPER
 JU4133'MILL ROAD, 10.5 M (34.4 FT) NORTHWEST OF THE ROAD CENTER, 2.2 M
 JU4133'(7.2 FT) NORTHEAST OF A GUY WIRE ANCHOR, 1.3 M (4.3 FT) SOUTHWEST OF
 JU4133'UTILITY POLE NUMBER 42923 41630, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 JU4133'OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 JU4133'LOGO CAP.
 JU4133
 JU4133                          STATION RECOVERY (2013)
 JU4133
 JU4133'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4133'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL6561 ***********************************************************************
 DL6561  DESIGNATION -  C 43
 DL6561  PID         -  DL6561
 DL6561  STATE/COUNTY-  DE/SUSSEX
 DL6561  COUNTRY     -  US
 DL6561  USGS QUAD   -  MILTON (2016)
 DL6561
 DL6561                         *CURRENT SURVEY CONTROL
 DL6561  ______________________________________________________________________
 DL6561* NAD 83(1986) POSITION- 38 51 13.14   (N) 075 19 33.71   (W)   HD_HELD1
 DL6561* NAVD 88 ORTHO HEIGHT -     4.002 (meters)       13.13  (feet) ADJUSTED
 DL6561  ______________________________________________________________________
 DL6561  GEOID HEIGHT    -        -35.466 (meters)                     GEOID18
 DL6561  DYNAMIC HEIGHT  -          4.000 (meters)       13.12  (feet) COMP
 DL6561  MODELED GRAVITY -    980,039.9   (mgal)                       NAVD 88
 DL6561
 DL6561  VERT ORDER      -  SECOND    CLASS II
 DL6561
 DL6561.The horizontal coordinates were determined by differentially corrected
 DL6561.hand held GPS observations or other comparable positioning techniques
 DL6561.and have an estimated accuracy of +/- 3 meters.
 DL6561
 DL6561.The orthometric height was determined by differential leveling and
 DL6561.adjusted by the NATIONAL GEODETIC SURVEY
 DL6561.in March 2010.
 DL6561
 DL6561.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6561.GEOID18 height accuracy estimate available here.
 DL6561
 DL6561.Click photographs - Photos may exist for this station.
 DL6561
 DL6561.The dynamic height is computed by dividing the NAVD 88
 DL6561.geopotential number by the normal gravity value computed on the
 DL6561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6561.degrees latitude (g = 980.6199 gals.).
 DL6561
 DL6561.The modeled gravity was interpolated from observed gravity values.
 DL6561
 DL6561;                    North         East    Units  Estimated Accuracy
 DL6561;SPC DE       -    94,762.5     207,867.6     MT  (+/- 3 meters HH1 GPS) 
 DL6561
 DL6561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7171000586(NAD 83)
 DL6561
 DL6561                          SUPERSEDED SURVEY CONTROL
 DL6561
 DL6561.No superseded survey control is available for this station.
 DL6561
 DL6561_MARKER: DD = SURVEY DISK
 DL6561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6561_STAMPING: C 43 2009
 DL6561_MARK LOGO: DEDT
 DL6561_PROJECTION: RECESSED 3 CENTIMETERS
 DL6561_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6561+STABILITY: SURFACE MOTION
 DL6561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6561+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 DL6561
 DL6561  HISTORY     - Date     Condition        Report By
 DL6561  HISTORY     - 20091107 MONUMENTED       DEDT
 DL6561  HISTORY     - 20120209 GOOD             DELCOS
 DL6561
 DL6561                          STATION DESCRIPTION
 DL6561
 DL6561'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL6561'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHEAST OF MILFORD, 6.1
 DL6561'MI (9.8 KM) EAST-NORTHEAST OF ELLENDALE AND 5.3 MI (8.5 KM) NORTH OF
 DL6561'MILTON.
 DL6561'
 DL6561'TO REACH FROM THE INTERSECTION OF STATE ROUTE 5 (UNION ST EXT) AND
 DL6561'STATE ROUTE 1 (COASTAL HWY) PROCEED 3.0 MI (4.8 KM) NORTH ALONG STATE
 DL6561'ROUTE 1 (COASTAL HWY) TO THE INTERSECTION OF SUSSEX 215 (SUGAR
 DL6561'STICK/DANIELS ROADS)TURN AND THENCE PROCEED SOUTH 0.45 MI (0.7 KM)
 DL6561'ALONG STATE ROUTE 1 (COASTAL HWY) TO THE MARK ON THE RIGHT.
 DL6561'
 DL6561'THE MARK IS 30.7 FT (9.4 M) WEST OF THE CENTERLINE OF SOUTHBOUND STATE
 DL6561'ROUTE 1 (COASTAL HWY), 214.8 FT (65.5 M) NORTHWEST OF A UTILITY POLE
 DL6561'(DEC 52566), 37.0 FT (11.3 M) SOUTH OF A REINFORCED CONCRETE FLARED
 DL6561'END SECTION, AND 195.5 FT (59.6 M) SOUTHWEST OF A UTILITY POLE (DEC
 DL6561'52567).
 DL6561
 DL6561                          STATION RECOVERY (2012)
 DL6561
 DL6561'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL6561'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL4506 ***********************************************************************
 DL4506  DESIGNATION -  C 44
 DL4506  PID         -  DL4506
 DL4506  STATE/COUNTY-  DE/SUSSEX
 DL4506  COUNTRY     -  US
 DL4506  USGS QUAD   -  SELBYVILLE (2016)
 DL4506
 DL4506                         *CURRENT SURVEY CONTROL
 DL4506  ______________________________________________________________________
 DL4506* NAD 83(1986) POSITION- 38 27 39.81   (N) 075 11 33.60   (W)   HD_HELD1
 DL4506* NAVD 88 ORTHO HEIGHT -    11.155 (meters)       36.60  (feet) ADJUSTED
 DL4506  ______________________________________________________________________
 DL4506  GEOID HEIGHT    -        -35.862 (meters)                     GEOID18
 DL4506  DYNAMIC HEIGHT  -         11.148 (meters)       36.57  (feet) COMP
 DL4506  MODELED GRAVITY -    980,019.5   (mgal)                       NAVD 88
 DL4506
 DL4506  VERT ORDER      -  SECOND    CLASS II
 DL4506
 DL4506.The horizontal coordinates were determined by differentially corrected
 DL4506.hand held GPS observations or other comparable positioning techniques
 DL4506.and have an estimated accuracy of +/- 3 meters.
 DL4506
 DL4506.The orthometric height was determined by differential leveling and
 DL4506.adjusted by the NATIONAL GEODETIC SURVEY
 DL4506.in October 2009.
 DL4506
 DL4506.No vertical observational check was made to the station.
 DL4506
 DL4506.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4506.GEOID18 height accuracy estimate available here.
 DL4506
 DL4506.Click photographs - Photos may exist for this station.
 DL4506
 DL4506.The dynamic height is computed by dividing the NAVD 88
 DL4506.geopotential number by the normal gravity value computed on the
 DL4506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4506.degrees latitude (g = 980.6199 gals.).
 DL4506
 DL4506.The modeled gravity was interpolated from observed gravity values.
 DL4506
 DL4506;                    North         East    Units  Estimated Accuracy
 DL4506;SPC DE       -    51,201.4     219,550.6     MT  (+/- 3 meters HH1 GPS) 
 DL4506
 DL4506_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8319056989(NAD 83)
 DL4506
 DL4506                          SUPERSEDED SURVEY CONTROL
 DL4506
 DL4506.No superseded survey control is available for this station.
 DL4506
 DL4506_MARKER: DV = VERTICAL CONTROL DISK
 DL4506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4506_STAMPING: C 44 2004
 DL4506_MARK LOGO: NGS
 DL4506_PROJECTION: RECESSED 2 CENTIMETERS
 DL4506_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4506+STABILITY: SURFACE MOTION
 DL4506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4506+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2012
 DL4506
 DL4506  HISTORY     - Date     Condition        Report By
 DL4506  HISTORY     - 20041020 MONUMENTED       DEDT
 DL4506  HISTORY     - 20090430 GOOD             DEDT
 DL4506  HISTORY     - 20120213 GOOD             DELCOS
 DL4506
 DL4506                          STATION DESCRIPTION
 DL4506
 DL4506'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009 (BRC)
 DL4506'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTHWEST OF BETHANY BEACH,
 DL4506'4.5 MI (7.2 KM) SOUTH-SOUTHEAST OF FRANKFORD AND 1.5 MI (2.4 KM) EAST
 DL4506'OF SELBYVILLE.
 DL4506'
 DL4506'TO REACH THE MARK FROM THE INTERSECTION OF US HIGHWAY 113 (DUPONT
 DL4506'BOULEVARD) AND STATE ROUTE 54 EAST (CEMETERY ROAD) PROCEED 0.5 MI (0.8
 DL4506'KM) NORTHEAST ON STATE ROUTE 54 EAST (CEMETERY ROAD) TO THE THE
 DL4506'INTERSECTION OF STATE ROUTE 54 (CEMETERY ROAD) AND MAIN
 DL4506'STREET(SELBYVILLE), THENCE 0.7 MI (1.1 KM) ON MAIN STREET (SELBYVILLE)
 DL4506'TO THE INTERSECTION OF MAIN STREET (SELBYVILLE) AND STATE ROUTE 54
 DL4506'(LIGHTHOUSE ROAD) THENCE 1.5 MI (2.4 KM) EAST ON STATE ROUTE 54
 DL4506'(LIGHTHOUSE ROAD) TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED ON
 DL4506'THE MOST WESTERLY CORNER OF STATE ROUTE 54 (LIGHTHOUSE ROAD) AND
 DL4506'SUSSEX 387A (LYNCH ROAD) TO REACH THE MARK FROM THE INTERSECTION OF
 DL4506'STATE ROUTE 54 (LIGHTHOUSE ROAD) AND STATE ROUTE 20 (ZION CHURCH ROAD)
 DL4506'PROCEED 4.5 MI (7.2 KM) WEST ALONG STATE ROUTE 54 (LIGHTHOUSE ROAD) TO
 DL4506'THE MARK ON THE LEFT.  THE STATION IS LOCATED ON THE MOST WESTERLY
 DL4506'CORNER OF STATE ROUTE 54 (LIGHTHOUSE ROAD) AND SUSSEX 387A (LYNCH
 DL4506'ROAD).  THE MARK IS A BRASS DISK SET IN THE TOP OF A 1 FT (0.3 M)
 DL4506'DIAMETER CONCRETE POST.
 DL4506'
 DL4506'THE MARK IS LOCATED 54.0 FT (16.5 M) SOUTH OF THE PHYSICAL CENTERLINE
 DL4506'OF STATE ROUTE 54 (LIGHTHOUSE ROAD), 37.0 FT (11.3 M) SOUTHWEST OF THE
 DL4506'PHYSICAL CENTERLINE OF SUSSEX 387A (LYNCH ROAD), AND 6.7 FT (2.0 M)
 DL4506'SOUTHWEST OF A UTLITY POLE
 DL4506
 DL4506                          STATION RECOVERY (2012)
 DL4506
 DL4506'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL4506'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DM8471 ***********************************************************************
 DM8471  DESIGNATION -  C 47
 DM8471  PID         -  DM8471
 DM8471  STATE/COUNTY-  DE/SUSSEX
 DM8471  COUNTRY     -  US
 DM8471  USGS QUAD   -  MILTON (2016)
 DM8471
 DM8471                         *CURRENT SURVEY CONTROL
 DM8471  ______________________________________________________________________
 DM8471* NAD 83(1986) POSITION- 38 47 25.51   (N) 075 17 46.10   (W)   HD_HELD1
 DM8471* NAVD 88 ORTHO HEIGHT -     8.945 (meters)       29.35  (feet) ADJUSTED
 DM8471  ______________________________________________________________________
 DM8471  GEOID HEIGHT    -        -35.570 (meters)                     GEOID18
 DM8471  DYNAMIC HEIGHT  -          8.939 (meters)       29.33  (feet) COMP
 DM8471  MODELED GRAVITY -    980,034.8   (mgal)                       NAVD 88
 DM8471
 DM8471  VERT ORDER      -  SECOND    CLASS I
 DM8471
 DM8471.The horizontal coordinates were determined by differentially corrected
 DM8471.hand held GPS observations or other comparable positioning techniques
 DM8471.and have an estimated accuracy of +/- 3 meters.
 DM8471
 DM8471.The orthometric height was determined by differential leveling and
 DM8471.adjusted by the NATIONAL GEODETIC SURVEY
 DM8471.in July 2011.
 DM8471
 DM8471.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8471.GEOID18 height accuracy estimate available here.
 DM8471
 DM8471.Click photographs - Photos may exist for this station.
 DM8471
 DM8471.The dynamic height is computed by dividing the NAVD 88
 DM8471.geopotential number by the normal gravity value computed on the
 DM8471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8471.degrees latitude (g = 980.6199 gals.).
 DM8471
 DM8471.The modeled gravity was interpolated from observed gravity values.
 DM8471
 DM8471;                    North         East    Units  Estimated Accuracy
 DM8471;SPC DE       -    87,746.2     210,471.6     MT  (+/- 3 meters HH1 GPS) 
 DM8471
 DM8471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7428193561(NAD 83)
 DM8471
 DM8471                          SUPERSEDED SURVEY CONTROL
 DM8471
 DM8471.No superseded survey control is available for this station.
 DM8471
 DM8471_MARKER: F = FLANGE-ENCASED ROD
 DM8471_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM8471_STAMPING: C 47 2010
 DM8471_MARK LOGO: DEDT
 DM8471_PROJECTION: FLUSH
 DM8471_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8471_ROD/PIPE-DEPTH: 29.2 meters
 DM8471_SLEEVE-DEPTH  : 1 meters
 DM8471
 DM8471  HISTORY     - Date     Condition        Report By
 DM8471  HISTORY     - 20100506 MONUMENTED       DEDT
 DM8471
 DM8471                          STATION DESCRIPTION
 DM8471
 DM8471'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (BRC)
 DM8471'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST OF ELLENDALE, 4.6 MI
 DM8471'(7.4 KM) NORTH OF HARBESON AND 1.2 MI (1.9 KM) NORTHEAST OF MILTON.
 DM8471'
 DM8471'TO REACH FROM THE INTERSECTION OF STATE ROUTE 1(COASTAL HWY) AND STATE
 DM8471'ROUTE 16 (BROADKILL ROAD) PROCEED WESTERLY FOR 1.6 MI (2.6 KM) TO THE
 DM8471'MARK ON THE RIGHT.
 DM8471'
 DM8471'IT IS NEAR THE SOUTHEASTERLY CORNER OF A MASONRY WALL SURROUNDING
 DM8471'BETT'S CEMETERY.
 DM8471'
 DM8471'THE MARK IS 7.3 FT (2.2 M) EAST OF THE SOUTHEASTERLY CORNER OF A
 DM8471'MASONRY WALL SURROUNDING BETTS CEMETERY, 78.0 FT (23.8 M)
 DM8471'SOUTH-SOUTHEAST OF THE SOUTHERLY CORNER OF THE MOST NORTHEASTERLY
 DM8471'CORNER OF A PIER IN THE WALL SURROUNDING THE CEMETERY, 145.3 FT (44.3
 DM8471'M) WEST OF A UTILITY POLE (DEC 47988) AND 8.5 FT (2.6 M) NORTH OF THE
 DM8471'EDGE OF PAVEMENT.
 DM8471'
 DM8471'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0795 ***********************************************************************
 HU0795  DESIGNATION -  C 5
 HU0795  PID         -  HU0795
 HU0795  STATE/COUNTY-  DE/SUSSEX
 HU0795  COUNTRY     -  US
 HU0795  USGS QUAD   -  HICKMAN (2016)
 HU0795
 HU0795                         *CURRENT SURVEY CONTROL
 HU0795  ______________________________________________________________________
 HU0795* NAD 83(1986) POSITION- 38 49 35.     (N) 075 41 31.     (W)   SCALED
 HU0795* NAVD 88 ORTHO HEIGHT -    11.563 (meters)       37.94  (feet) ADJUSTED
 HU0795  ______________________________________________________________________
 HU0795  GEOID HEIGHT    -        -35.207 (meters)                     GEOID18
 HU0795  DYNAMIC HEIGHT  -         11.556 (meters)       37.91  (feet) COMP
 HU0795  MODELED GRAVITY -    980,031.9   (mgal)                       NAVD 88
 HU0795
 HU0795  VERT ORDER      -  SECOND    CLASS 0
 HU0795
 HU0795.The horizontal coordinates were scaled from a map and have
 HU0795.an estimated accuracy of +/- 6 seconds.
 HU0795
 HU0795.The orthometric height was determined by differential leveling and
 HU0795.adjusted by the NATIONAL GEODETIC SURVEY
 HU0795.in June 1991.
 HU0795
 HU0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0795.GEOID18 height accuracy estimate available here.
 HU0795
 HU0795.Click photographs - Photos may exist for this station.
 HU0795
 HU0795.The dynamic height is computed by dividing the NAVD 88
 HU0795.geopotential number by the normal gravity value computed on the
 HU0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0795.degrees latitude (g = 980.6199 gals.).
 HU0795
 HU0795.The modeled gravity was interpolated from observed gravity values.
 HU0795
 HU0795;                    North         East    Units  Estimated Accuracy
 HU0795;SPC DE       -    91,770.      176,100.      MT  (+/- 180 meters Scaled)
 HU0795
 HU0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH399977(NAD 83)
 HU0795
 HU0795                          SUPERSEDED SURVEY CONTROL
 HU0795
 HU0795  NGVD 29 (11/26/84)   11.807  (m)           38.74   (f) ADJUSTED    2 0
 HU0795
 HU0795.Superseded values are not recommended for survey control.
 HU0795
 HU0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0795.See file dsdata.pdf to determine how the superseded data were derived.
 HU0795
 HU0795_MARKER: DB = BENCH MARK DISK
 HU0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0795_STAMPING: C 5 1935
 HU0795_MARK LOGO: CGS
 HU0795_PROJECTION: PROJECTING 13 CENTIMETERS
 HU0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0795+STABILITY: SURFACE MOTION
 HU0795
 HU0795  HISTORY     - Date     Condition        Report By
 HU0795  HISTORY     - 1935     MONUMENTED       CGS
 HU0795  HISTORY     - 1942     GOOD             CGS
 HU0795  HISTORY     - 1955     MARK NOT FOUND   CGS
 HU0795  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0795  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0795
 HU0795                          STATION DESCRIPTION
 HU0795
 HU0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0795'5.9 MI W FROM GREENWOOD.
 HU0795'5.9 MILES WEST ALONG THE ROUTE OF THE ABANDONED MARYLAND AND
 HU0795'DELAWARE SEACOAST RAILROAD FROM THE STATION AT GREENWOOD, SUSSEX
 HU0795'COUNTY, AT A DIRT-ROAD CROSSING, 72 FEET WEST OF THE CENTER LINE
 HU0795'OF THE DIRT ROAD, 15 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 HU0795'ROAD, 12 FEET WEST OF A LOADING STATION, 9 FEET SOUTH OF THE 1935
 HU0795'LOCATION OF THE SOUTH RAIL, AND ABOUT LEVEL WITH THE TRACK.  A
 HU0795'STANDARD DISK, STAMPED C 5 1935 AND SET IN THE TOP OF A CONCRETE
 HU0795'POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.  NOTE-- ABANDONED
 HU0795'RAILROAD HAS NOW BEEN DISMANTLED AND OLD ROADBED IS INDEFINITE.
 HU0795
 HU0795                          STATION RECOVERY (1955)
 HU0795
 HU0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 HU0795'MARK NOT FOUND.
 HU0795
 HU0795                          STATION RECOVERY (1981)
 HU0795
 HU0795'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0795'MARK NOT FOUND.
 HU0795
 HU0795                          STATION RECOVERY (2013)
 HU0795
 HU0795'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0795'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1017 ***********************************************************************
 HU1017  DESIGNATION -  C 8
 HU1017  PID         -  HU1017
 HU1017  STATE/COUNTY-  DE/SUSSEX
 HU1017  COUNTRY     -  US
 HU1017  USGS QUAD   -  LAUREL (2016)
 HU1017
 HU1017                         *CURRENT SURVEY CONTROL
 HU1017  ______________________________________________________________________
 HU1017* NAD 83(1986) POSITION- 38 32 55.     (N) 075 31 08.     (W)   SCALED
 HU1017* NAVD 88 ORTHO HEIGHT -    10.479 (meters)       34.38  (feet) ADJUSTED
 HU1017  ______________________________________________________________________
 HU1017  GEOID HEIGHT    -        -35.693 (meters)                     GEOID18
 HU1017  DYNAMIC HEIGHT  -         10.473 (meters)       34.36  (feet) COMP
 HU1017  MODELED GRAVITY -    980,014.6   (mgal)                       NAVD 88
 HU1017
 HU1017  VERT ORDER      -  SECOND    CLASS 0
 HU1017
 HU1017.The horizontal coordinates were scaled from a map and have
 HU1017.an estimated accuracy of +/- 6 seconds.
 HU1017
 HU1017.The orthometric height was determined by differential leveling and
 HU1017.adjusted by the NATIONAL GEODETIC SURVEY
 HU1017.in June 1991.
 HU1017
 HU1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1017.GEOID18 height accuracy estimate available here.
 HU1017
 HU1017.Click photographs - Photos may exist for this station.
 HU1017
 HU1017.The dynamic height is computed by dividing the NAVD 88
 HU1017.geopotential number by the normal gravity value computed on the
 HU1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1017.degrees latitude (g = 980.6199 gals.).
 HU1017
 HU1017.The modeled gravity was interpolated from observed gravity values.
 HU1017
 HU1017;                    North         East    Units  Estimated Accuracy
 HU1017;SPC DE       -    60,900.      191,090.      MT  (+/- 180 meters Scaled)
 HU1017
 HU1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH547668(NAD 83)
 HU1017
 HU1017                          SUPERSEDED SURVEY CONTROL
 HU1017
 HU1017  NGVD 29 (11/26/84)   10.725  (m)           35.19   (f) ADJUSTED    2 0
 HU1017
 HU1017.Superseded values are not recommended for survey control.
 HU1017
 HU1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1017.See file dsdata.pdf to determine how the superseded data were derived.
 HU1017
 HU1017_MARKER: DB = BENCH MARK DISK
 HU1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1017_STAMPING: C 8 1942
 HU1017_MARK LOGO: CGS
 HU1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1017+STABILITY: SURFACE MOTION
 HU1017
 HU1017  HISTORY     - Date     Condition        Report By
 HU1017  HISTORY     - 1942     MONUMENTED       CGS
 HU1017  HISTORY     - 1943     GOOD             CGS
 HU1017  HISTORY     - 1981     GOOD             UDE
 HU1017  HISTORY     - 19901030 MARK NOT FOUND   NGS
 HU1017
 HU1017                          STATION DESCRIPTION
 HU1017
 HU1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HU1017'3.1 MI E FROM LAUREL.
 HU1017'3.1 MILES EAST ALONG STATE HIGHWAY 24 FROM THE INTERSECTION OF
 HU1017'MARKET AND CENTRAL STREETS AT LAUREL, SUSSEX COUNTY, AT A LARGE
 HU1017'2-STORY FARMHOUSE, IN THE SOUTHEAST CORNER OF THE YARD, 57 FEET
 HU1017'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 28 FEET NORTH OF
 HU1017'OF THE CENTER LINE OF THE HIGHWAY, 21 FEET EAST OF THE DRIVEWAY,
 HU1017'12 FEET NORTHEAST OF THE EAST HEAD WALL OF A CONCRETE CULVERT
 HU1017'UNDER THE DRIVEWAY, AND ABOUT 2 FEET SOUTH OF A WITNESS POST.
 HU1017'A STANDARD DISK, STAMPED C 8 1942 AND SET IN THE TOP OF A
 HU1017'CONCRETE POST.
 HU1017
 HU1017                          STATION RECOVERY (1981)
 HU1017
 HU1017'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU1017'RECOVERED IN GOOD CONDITION.
 HU1017
 HU1017                          STATION RECOVERY (1990)
 HU1017
 HU1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU1017'THE MONUMENT WAS FOUND WITH THE TOP BROKEN OFF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0350 ***********************************************************************
 HU0350  DESIGNATION -  C 9
 HU0350  PID         -  HU0350
 HU0350  STATE/COUNTY-  DE/SUSSEX
 HU0350  COUNTRY     -  US
 HU0350  USGS QUAD   -  WHALEYVILLE (2016)
 HU0350
 HU0350                         *CURRENT SURVEY CONTROL
 HU0350  ______________________________________________________________________
 HU0350* NAD 83(1986) POSITION- 38 28 23.26   (N) 075 16 19.59   (W)   HD_HELD1
 HU0350* NAVD 88 ORTHO HEIGHT -    12.134 (meters)       39.81  (feet) ADJUSTED
 HU0350  ______________________________________________________________________
 HU0350  GEOID HEIGHT    -        -35.836 (meters)                     GEOID18
 HU0350  DYNAMIC HEIGHT  -         12.126 (meters)       39.78  (feet) COMP
 HU0350  MODELED GRAVITY -    980,017.7   (mgal)                       NAVD 88
 HU0350
 HU0350  VERT ORDER      -  SECOND    CLASS 0
 HU0350
 HU0350.The horizontal coordinates were determined by differentially corrected
 HU0350.hand held GPS observations or other comparable positioning techniques
 HU0350.and have an estimated accuracy of +/- 3 meters.
 HU0350
 HU0350.The orthometric height was determined by differential leveling and
 HU0350.adjusted by the NATIONAL GEODETIC SURVEY
 HU0350.in June 1991.
 HU0350
 HU0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0350.GEOID18 height accuracy estimate available here.
 HU0350
 HU0350.Click photographs - Photos may exist for this station.
 HU0350
 HU0350.The dynamic height is computed by dividing the NAVD 88
 HU0350.geopotential number by the normal gravity value computed on the
 HU0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0350.degrees latitude (g = 980.6199 gals.).
 HU0350
 HU0350.The modeled gravity was interpolated from observed gravity values.
 HU0350
 HU0350;                    North         East    Units  Estimated Accuracy
 HU0350;SPC DE       -    52,527.3     212,614.8     MT  (+/- 3 meters HH1 GPS) 
 HU0350
 HU0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7626358346(NAD 83)
 HU0350
 HU0350                          SUPERSEDED SURVEY CONTROL
 HU0350
 HU0350  NGVD 29 (11/26/84)   12.374  (m)           40.60   (f) ADJUSTED    2 0
 HU0350
 HU0350.Superseded values are not recommended for survey control.
 HU0350
 HU0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0350.See file dsdata.pdf to determine how the superseded data were derived.
 HU0350
 HU0350_MARKER: DB = BENCH MARK DISK
 HU0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0350_STAMPING: C 9 1942
 HU0350_MARK LOGO: CGS
 HU0350_PROJECTION: PROJECTING 5 CENTIMETERS
 HU0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0350+STABILITY: SURFACE MOTION
 HU0350
 HU0350  HISTORY     - Date     Condition        Report By
 HU0350  HISTORY     - 1942     MONUMENTED       CGS
 HU0350  HISTORY     - 1943     GOOD             CGS
 HU0350  HISTORY     - 1981     GOOD             UDE
 HU0350  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0350
 HU0350                          STATION DESCRIPTION
 HU0350
 HU0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0350'3.3 MI W FROM SELBYVILLE.
 HU0350'3.3 MILES WEST ALONG STATE HIGHWAY 60 FROM THE RAILROAD CROSSING
 HU0350'AT SELBYVILLE, SUSSEX COUNTY, AT A SMALL SHINGLE-COVERED HOUSE,
 HU0350'35.5 FEET WEST OF THE WEST ONE OF THREE LARGE MAPLE TREES
 HU0350'DIRECTLY IN FRONT OF THE HOUSE, 27.5 FEET SOUTH OF THE CENTER
 HU0350'LINE OF THE HIGHWAY, AND IN LINE WITH A ROW OF YOUNG POPLAR
 HU0350'TREES.  A STANDARD DISK, STAMPED C 9 1942 AND SET IN THE TOP OF A
 HU0350'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 HU0350
 HU0350                          STATION RECOVERY (1943)
 HU0350
 HU0350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 HU0350'RECOVERED IN GOOD CONDITION.
 HU0350
 HU0350                          STATION RECOVERY (1981)
 HU0350
 HU0350'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0350'ALL THE TREES MENTIONED IN THE DESCRIPTION ARE GONE. THE MARK IS JUST
 HU0350'WEST OF THE DRIVEWAY, 10 FT OFF THE ROAD.
 HU0350
 HU0350                          STATION RECOVERY (2013)
 HU0350
 HU0350'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0350'NOW LOCATED IN A CULTIVATED AGRICULTURAL FIELD.  HOUSE, TREES, AND
 HU0350'DRIVEWAY IN PREVIOUS DESCRIPTIONS ARE NOT PRESENT ANYMORE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2514 ***********************************************************************
 JU2514  DESIGNATION -  C AND D CANAL LIGHT 1
 JU2514  PID         -  JU2514
 JU2514  STATE/COUNTY-  DE/NEW CASTLE
 JU2514  COUNTRY     -  US
 JU2514  USGS QUAD   -  DELAWARE CITY (2016)
 JU2514
 JU2514                         *CURRENT SURVEY CONTROL
 JU2514  ______________________________________________________________________
 JU2514* NAD 83(1991) POSITION- 39 33 31.94989(N) 075 33 29.73921(W)   ADJUSTED
 JU2514  ______________________________________________________________________
 JU2514  GEOID HEIGHT    -        -33.446 (meters)                     GEOID18
 JU2514  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 JU2514  HORZ ORDER      -  THIRD
 JU2514
 JU2514.The horizontal coordinates were established by classical geodetic methods
 JU2514.and adjusted by the National Geodetic Survey in January 1992.
 JU2514
 JU2514.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2514.GEOID18 height accuracy estimate available here.
 JU2514
 JU2514.Click photographs - Photos may exist for this station.
 JU2514
 JU2514.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2514
 JU2514. The following values were computed from the NAD 83(1991) position.
 JU2514
 JU2514;                    North         East     Units Scale Factor Converg.
 JU2514;SPC DE       -   173,061.434   187,831.337   MT  0.99999682   -0 05 24.6
 JU2514;SPC DE       -   567,785.72    616,243.31   sFT  0.99999682   -0 05 24.6
 JU2514;SPC NJ       -    81,075.918    59,060.312   MT  1.00000179   -0 40 26.5
 JU2514;SPC NJ       -   265,996.57    193,767.04   sFT  1.00000179   -0 40 26.5
 JU2514;UTM  18      - 4,378,947.324   452,041.655   MT  0.99962832   -0 21 20.0
 JU2514
 JU2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5204178947(NAD 83)
 JU2514
 JU2514                          SUPERSEDED SURVEY CONTROL
 JU2514
 JU2514  NAD 83(1986)-  39 33 31.94256(N)    075 33 29.74769(W) AD(       ) 3
 JU2514
 JU2514.Superseded values are not recommended for survey control.
 JU2514
 JU2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2514.See file dsdata.pdf to determine how the superseded data were derived.
 JU2514
 JU2514_MARKER: 14 = NAVIGATION LIGHT
 JU2514_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2514
 JU2514  HISTORY     - Date     Condition        Report By
 JU2514  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU2514  HISTORY     - 19970830 GOOD             USPSQD
 JU2514  HISTORY     - 20070929 GOOD             GEOCAC
 JU2514
 JU2514                          STATION DESCRIPTION
 JU2514
 JU2514'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2514'THE STATION, C AND D CANAL LIGHT 1, IS THE CENTER OF THE LIGHT
 JU2514'ATOP THE LIGHT STRUCTURE.  IT IS COAST GUARD LL  2879.
 JU2514'
 JU2514'THE STATION IS LOCATED ON THE EAST END OF THE SOUTH JETTY
 JU2514'AT THE ENTRANCE TO CHESAPEAKE AND DELAWARE CANAL IN DELAWARE
 JU2514'RIVER.
 JU2514'
 JU2514'TO REACH THE STATION FROM THE MOUTH OF SALEM RIVER, GO BY BOAT
 JU2514'WEST ACROSS THE DELAWARE RIVER TO THE ENTRANCE TO CHESAPEAKE
 JU2514'AND DELAWARE CANAL, AND THE STATION ON THE
 JU2514'LEFT.
 JU2514
 JU2514                          STATION RECOVERY (1997)
 JU2514
 JU2514'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2514'RECOVERED IN GOOD CONDITION.
 JU2514
 JU2514                          STATION RECOVERY (2007)
 JU2514
 JU2514'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 JU2514'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2515 ***********************************************************************
 JU2515  DESIGNATION -  C AND D CANAL LIGHT 2
 JU2515  PID         -  JU2515
 JU2515  STATE/COUNTY-  DE/NEW CASTLE
 JU2515  COUNTRY     -  US
 JU2515  USGS QUAD   -  DELAWARE CITY (2016)
 JU2515
 JU2515                         *CURRENT SURVEY CONTROL
 JU2515  ______________________________________________________________________
 JU2515* NAD 83(1991) POSITION- 39 33 46.57944(N) 075 33 32.49082(W)   ADJUSTED
 JU2515  ______________________________________________________________________
 JU2515  GEOID HEIGHT    -        -33.433 (meters)                     GEOID18
 JU2515  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 JU2515  HORZ ORDER      -  THIRD
 JU2515
 JU2515.The horizontal coordinates were established by classical geodetic methods
 JU2515.and adjusted by the National Geodetic Survey in January 1992.
 JU2515
 JU2515.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2515.GEOID18 height accuracy estimate available here.
 JU2515
 JU2515.Click photographs - Photos may exist for this station.
 JU2515
 JU2515.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2515
 JU2515. The following values were computed from the NAD 83(1991) position.
 JU2515
 JU2515;                    North         East     Units Scale Factor Converg.
 JU2515;SPC DE       -   173,512.720   187,766.363   MT  0.99999684   -0 05 26.4
 JU2515;SPC DE       -   569,266.32    616,030.14   sFT  0.99999684   -0 05 26.4
 JU2515;SPC NJ       -    81,527.844    58,999.941   MT  1.00000192   -0 40 28.4
 JU2515;SPC NJ       -   267,479.27    193,568.97   sFT  1.00000192   -0 40 28.4
 JU2515;UTM  18      - 4,379,398.740   451,978.795   MT  0.99962839   -0 21 21.8
 JU2515
 JU2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5197879398(NAD 83)
 JU2515
 JU2515                          SUPERSEDED SURVEY CONTROL
 JU2515
 JU2515  NAD 83(1986)-  39 33 46.57206(N)    075 33 32.49929(W) AD(       ) 3
 JU2515
 JU2515.Superseded values are not recommended for survey control.
 JU2515
 JU2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2515.See file dsdata.pdf to determine how the superseded data were derived.
 JU2515
 JU2515_MARKER: 14 = NAVIGATION LIGHT
 JU2515_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2515
 JU2515  HISTORY     - Date     Condition        Report By
 JU2515  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU2515  HISTORY     - 19970830 GOOD             USPSQD
 JU2515  HISTORY     - 20070929 GOOD             GEOCAC
 JU2515
 JU2515                          STATION DESCRIPTION
 JU2515
 JU2515'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2515'THE STATION, C AND D CANAL LIGHT 2, IS THE CENTER OF THE LIGHT
 JU2515'ATOP THE LIGHT STRUCTURE.  IT IS COAST GUARD LL  2878.
 JU2515'
 JU2515'THE STATION IS LOCATED ON THE EAST END OF THE NORTH JETTY AT THE
 JU2515'ENTRANCE TO CHESAPEAKE AND DELAWARE CANAL IN DELAWARE
 JU2515'RIVER.
 JU2515'
 JU2515'TO REACH THE STATION FROM THE MOUTH OF SALEM RIVER, GO WEST
 JU2515'BY BOAT ACROSS
 JU2515'DELAWARE RIVER TO THE ENTRANCE TO CHESAPEAKE AND DELAWARE
 JU2515'CANAL, AND THE STATION ON THE RIGHT.
 JU2515
 JU2515                          STATION RECOVERY (1997)
 JU2515
 JU2515'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2515'RECOVERED IN GOOD CONDITION.
 JU2515
 JU2515                          STATION RECOVERY (2007)
 JU2515
 JU2515'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 JU2515'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2516 ***********************************************************************
 JU2516  DESIGNATION -  C AND D CANAL LIGHTED TOWER
 JU2516  PID         -  JU2516
 JU2516  STATE/COUNTY-  DE/NEW CASTLE
 JU2516  COUNTRY     -  US
 JU2516  USGS QUAD   -  DELAWARE CITY (2016)
 JU2516
 JU2516                         *CURRENT SURVEY CONTROL
 JU2516  ______________________________________________________________________
 JU2516* NAD 83(1991) POSITION- 39 33 41.09509(N) 075 34 12.27906(W)   ADJUSTED
 JU2516  ______________________________________________________________________
 JU2516  GEOID HEIGHT    -        -33.420 (meters)                     GEOID18
 JU2516  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC18
 JU2516  HORZ ORDER      -  THIRD
 JU2516
 JU2516.The horizontal coordinates were established by classical geodetic methods
 JU2516.and adjusted by the National Geodetic Survey in January 1992.
 JU2516
 JU2516.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2516.GEOID18 height accuracy estimate available here.
 JU2516
 JU2516.Click photographs - Photos may exist for this station.
 JU2516
 JU2516.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2516
 JU2516. The following values were computed from the NAD 83(1991) position.
 JU2516
 JU2516;                    North         East     Units Scale Factor Converg.
 JU2516;SPC DE       -   173,345.142   186,816.292   MT  0.99999714   -0 05 51.7
 JU2516;SPC DE       -   568,716.52    612,913.12   sFT  0.99999714   -0 05 51.7
 JU2516;SPC NJ       -    81,369.955    58,048.205   MT  1.00000407   -0 40 53.7
 JU2516;SPC NJ       -   266,961.26    190,446.49   sFT  1.00000407   -0 40 53.7
 JU2516;UTM  18      - 4,379,235.623   451,028.308   MT  0.99962953   -0 21 47.1
 JU2516
 JU2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5102879235(NAD 83)
 JU2516
 JU2516                          SUPERSEDED SURVEY CONTROL
 JU2516
 JU2516  NAD 83(1986)-  39 33 41.08763(N)    075 34 12.28766(W) AD(       ) 3
 JU2516
 JU2516.Superseded values are not recommended for survey control.
 JU2516
 JU2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2516.See file dsdata.pdf to determine how the superseded data were derived.
 JU2516
 JU2516_MARKER: 43 = RADIO/TV TOWER
 JU2516_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2516+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 JU2516
 JU2516  HISTORY     - Date     Condition        Report By
 JU2516  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU2516  HISTORY     - 19970830 GOOD             USPSQD
 JU2516  HISTORY     - 20050615 GOOD             GEOCAC
 JU2516  HISTORY     - 20070929 GOOD             GEOCAC
 JU2516
 JU2516                          STATION DESCRIPTION
 JU2516
 JU2516'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2516'THE STATION, C AND D CANAL LIGHTED TOWER, IS THE CENTER OF THE TOP
 JU2516'OF THE LIGHTED TOWER.
 JU2516'
 JU2516'THE STATION IS LOCATED NEAR THE ENTRANCE OF THE CHESAPEAKE AND
 JU2516'DELAWARE CANAL, ON THE NORTH SIDE OF THE CANAL, JUST SOUTH FROM
 JU2516'AN UNLIGHTED TOWER.
 JU2516'
 JU2516'TO REACH THE STATION FROM THE ENTRANCE TO CHESAPEAKE AND DELAWARE
 JU2516'CANAL, GO WEST UP THE CANAL 0.8 KM (0.6 MILE) TO THE STATION
 JU2516'ON THE RIGHT.
 JU2516
 JU2516                          STATION RECOVERY (1997)
 JU2516
 JU2516'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2516'RECOVERED IN GOOD CONDITION.
 JU2516
 JU2516                          STATION RECOVERY (2005)
 JU2516
 JU2516'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU2516'RECOVERED IN GOOD CONDITION.
 JU2516
 JU2516                          STATION RECOVERY (2007)
 JU2516
 JU2516'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 JU2516'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2517 ***********************************************************************
 JU2517  DESIGNATION -  C AND D CANAL RADIO TOWER
 JU2517  PID         -  JU2517
 JU2517  STATE/COUNTY-  DE/NEW CASTLE
 JU2517  COUNTRY     -  US
 JU2517  USGS QUAD   -  DELAWARE CITY (2016)
 JU2517
 JU2517                         *CURRENT SURVEY CONTROL
 JU2517  ______________________________________________________________________
 JU2517* NAD 83(1991) POSITION- 39 33 41.37670(N) 075 34 12.35134(W)   ADJUSTED
 JU2517  ______________________________________________________________________
 JU2517  GEOID HEIGHT    -        -33.420 (meters)                     GEOID18
 JU2517  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC18
 JU2517  HORZ ORDER      -  THIRD
 JU2517
 JU2517.The horizontal coordinates were established by classical geodetic methods
 JU2517.and adjusted by the National Geodetic Survey in January 1992.
 JU2517
 JU2517.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2517.GEOID18 height accuracy estimate available here.
 JU2517
 JU2517.Click photographs - Photos may exist for this station.
 JU2517
 JU2517.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2517
 JU2517. The following values were computed from the NAD 83(1991) position.
 JU2517
 JU2517;                    North         East     Units Scale Factor Converg.
 JU2517;SPC DE       -   173,353.830   186,814.581   MT  0.99999714   -0 05 51.8
 JU2517;SPC DE       -   568,745.02    612,907.50   sFT  0.99999714   -0 05 51.8
 JU2517;SPC NJ       -    81,378.660    58,046.583   MT  1.00000407   -0 40 53.8
 JU2517;SPC NJ       -   266,989.82    190,441.16   sFT  1.00000407   -0 40 53.8
 JU2517;UTM  18      - 4,379,244.316   451,026.638   MT  0.99962953   -0 21 47.2
 JU2517
 JU2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5102679244(NAD 83)
 JU2517
 JU2517                          SUPERSEDED SURVEY CONTROL
 JU2517
 JU2517  NAD 83(1986)-  39 33 41.36924(N)    075 34 12.35994(W) AD(       ) 3
 JU2517
 JU2517.Superseded values are not recommended for survey control.
 JU2517
 JU2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2517.See file dsdata.pdf to determine how the superseded data were derived.
 JU2517
 JU2517_MARKER: 43 = RADIO/TV TOWER
 JU2517_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2517_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2517+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 JU2517
 JU2517  HISTORY     - Date     Condition        Report By
 JU2517  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU2517  HISTORY     - 19970830 GOOD             USPSQD
 JU2517  HISTORY     - 20050615 GOOD             GEOCAC
 JU2517  HISTORY     - 20070929 GOOD             GEOCAC
 JU2517
 JU2517                          STATION DESCRIPTION
 JU2517
 JU2517'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2517'THE STATION, C AND D CANAL RADIO TOWER, IS THE CENTER OF THE TOP
 JU2517'OF THE UNLIGHTED TOWER.
 JU2517'
 JU2517'THE STATION IS LOCATED NEAR THE ENTRANCE OF THE CHESAPEAKE AND
 JU2517'DELAWARE CANAL, ON THE NORTH SIDE OF THE CANAL, JUST NORTH FROM A
 JU2517'LIGHTED TOWER.
 JU2517'
 JU2517'TO REACH THE STATION FROM THE ENTRANCE TO CHESAPEAKE AND
 JU2517'DELAWARE CANAL, GO WEST UP THE CANAL 0.8 KM (0.6 MILE) TO
 JU2517'THE STATION ON THE RIGHT.
 JU2517
 JU2517                          STATION RECOVERY (1997)
 JU2517
 JU2517'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2517'RECOVERED IN GOOD CONDITION.
 JU2517
 JU2517                          STATION RECOVERY (2005)
 JU2517
 JU2517'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU2517'RECOVERED IN GOOD CONDITION.
 JU2517
 JU2517                          STATION RECOVERY (2007)
 JU2517
 JU2517'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 JU2517'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AF9492 ***********************************************************************
 AF9492  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9492  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9492  DESIGNATION -  CAPE HENLOPEN 1 CORS ARP
 AF9492  CORS_ID     -  CHL1
 AF9492  PID         -  AF9492
 AF9492  STATE/COUNTY-  DE/SUSSEX
 AF9492  COUNTRY     -  US
 AF9492  USGS QUAD   -  CAPE HENLOPEN (2016)
 AF9492
 AF9492                         *CURRENT SURVEY CONTROL
 AF9492  ______________________________________________________________________
 AF9492* NAD 83(2011) POSITION- 38 46 36.40665(N) 075 05 15.66212(W)   ADJUSTED
 AF9492* NAD 83(2011) ELLIP HT-   -12.247 (meters)        (04/??/25)   ADJUSTED
 AF9492* NAD 83(2011) EPOCH   -  2010.00
 AF9492* NAVD 88 ORTHO HEIGHT -    23.38  (meters)       76.7   (feet) GPS OBS
 AF9492  ______________________________________________________________________
 AF9492  NAVD 88 orthometric height was determined with an earlier geoid model
 AF9492  GEOID HEIGHT    -        -35.635 (meters)                     GEOID18
 AF9492  NAD 83(2011) X  -  1,281,266.279 (meters)                     COMP
 AF9492  NAD 83(2011) Y  - -4,811,190.470 (meters)                     COMP
 AF9492  NAD 83(2011) Z  -  3,973,021.003 (meters)                     COMP
 AF9492
 AF9492  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF9492  Standards:
 AF9492         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF9492            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF9492  -------------------------------------------------------------------
 AF9492  NETWORK    0.28   0.89           0.13   0.09   0.46     -0.00457800
 AF9492  -------------------------------------------------------------------
 AF9492
 AF9492.The coordinates were established by GPS observations
 AF9492.and adjusted by the National Geodetic Survey in April 2025.
 AF9492
 AF9492.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9492.been affixed to the stable North American Tectonic Plate. 
 AF9492
 AF9492.The coordinates are valid at the epoch date displayed above
 AF9492.which is a decimal equivalence of Year/Month/Day.
 AF9492
 AF9492.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AF9492.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AF9492.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AF9492.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AF9492.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AF9492.published epoch of 2010.00.
 AF9492
 AF9492.Additional information on MYCS is available at:
 AF9492.https://geodesy.noaa.gov/CORS/index.shtml
 AF9492
 AF9492.The orthometric height was determined by GPS observations and a
 AF9492.high-resolution geoid model using precise GPS observation and
 AF9492.processing techniques.
 AF9492
 AF9492.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9492.GEOID18 height accuracy estimate available here.
 AF9492
 AF9492.The PID for the CORS L1 Phase Center is AJ7863.
 AF9492
 AF9492.Click photographs - Photos may exist for this station.
 AF9492
 AF9492.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9492
 AF9492.The ellipsoidal height was determined by GPS observations
 AF9492.and is referenced to NAD 83.
 AF9492
 AF9492. The following values were computed from the NAD 83(2011) position.
 AF9492
 AF9492;                    North         East     Units Scale Factor Converg.
 AF9492;SPC DE       -    86,276.494   228,587.811   MT  1.00000506   +0 12 21.7
 AF9492;SPC DE       -   283,058.80    749,958.51   sFT  1.00000506   +0 12 21.7
 AF9492;UTM  18      - 4,292,009.703   492,383.496   MT  0.99960071   -0 03 17.7
 AF9492
 AF9492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9492!SPC DE       -   1.00000192  x   1.00000506  =   1.00000698
 AF9492!UTM  18      -   1.00000192  x   0.99960071  =   0.99960263
 AF9492
 AF9492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9238392009(NAD 83)
 AF9492
 AF9492                          SUPERSEDED SURVEY CONTROL
 AF9492
 AF9492  NAD 83(2011)-  38 46 36.40701(N)    075 05 15.66190(W) AD(2010.00) c
 AF9492  ELLIP H (06/??/19)  -12.247  (m)                       GP(2010.00) c c
 AF9492  NAD 83(2011)-  38 46 36.40663(N)    075 05 15.66191(W) AD(2010.00) c
 AF9492  NAD 83(2011)-  38 46 36.40700(N)    075 05 15.66181(W) AD(2010.00) c
 AF9492  ELLIP H (08/??/11)  -12.252  (m)                       GP(2010.00) c c
 AF9492  NAD 83(2007)-  38 46 36.40679(N)    075 05 15.66273(W) AD(2002.00) c
 AF9492  NAD 83(CORS)-  38 46 36.40679(N)    075 05 15.66273(W) AD(2002.00) c
 AF9492  ELLIP H (03/??/02)  -12.203  (m)                       GP(2002.00) c c
 AF9492  NAD 83(CORS)-  38 46 36.40716(N)    075 05 15.66304(W) AD(1997.00) c
 AF9492  ELLIP H (04/??/96)  -12.211  (m)                       GP(1997.00) c c
 AF9492  NAD 83(CORS)-  38 46 36.40716(N)    075 05 15.66304(W) AD(1996.00) c
 AF9492  ELLIP H (04/??/96)  -12.211  (m)                       GP(1996.00) c c
 AF9492
 AF9492.Superseded values are not recommended for survey control.
 AF9492
 AF9492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9492.See file dsdata.pdf to determine how the superseded data were derived.
 AF9492
 AF9492_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9492
 AF9492                          STATION DESCRIPTION
 AF9492
 AF9492'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AF9492'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AF9492'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AF9492'AND LOG FILES ACCESSIBLE AT:
 AF9492'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AF9588 ***********************************************************************
 AF9588  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9588  DESIGNATION -  CAPE HENLOPEN 2 CORS ARP
 AF9588  CORS_ID     -  CHL2
 AF9588  PID         -  AF9588
 AF9588  STATE/COUNTY-  DE/SUSSEX
 AF9588  COUNTRY     -  US
 AF9588  USGS QUAD   -  CAPE HENLOPEN (2016)
 AF9588
 AF9588                         *CURRENT SURVEY CONTROL
 AF9588  ______________________________________________________________________
 AF9588* NAD 83(2011) POSITION- 38 46 36.68944(N) 075 05 14.09665(W)   ADJUSTED
 AF9588* NAD 83(2011) ELLIP HT-    -7.961 (meters)        (06/??/19)   ADJUSTED
 AF9588* NAD 83(2011) EPOCH   -  2010.00
 AF9588  ______________________________________________________________________
 AF9588  GEOID HEIGHT    -        -35.635 (meters)                     GEOID18
 AF9588  NAD 83(2011) X  -  1,281,302.249 (meters)                     COMP
 AF9588  NAD 83(2011) Y  - -4,811,178.697 (meters)                     COMP
 AF9588  NAD 83(2011) Z  -  3,973,030.485 (meters)                     COMP
 AF9588
 AF9588.Formal positional accuracy estimates are not available for this CORS
 AF9588.because its coordinates were determined in part using modeled velocities.
 AF9588.A time-series residual plot is available that shows daily coordinate
 AF9588.variations relative to the published coordinates and modeled velocities.
 AF9588.Large residuals may indicate a potential error in the modeled velocities.
 AF9588
 AF9588.Residual plot at:
 AF9588.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=CHL2.
 AF9588
 AF9588.The coordinates were established by GPS observations
 AF9588.and adjusted by the National Geodetic Survey in June 2019.
 AF9588
 AF9588.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9588.been affixed to the stable North American Tectonic Plate. 
 AF9588
 AF9588.The coordinates are valid at the epoch date displayed above
 AF9588.which is a decimal equivalence of Year/Month/Day.
 AF9588
 AF9588.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AF9588.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AF9588.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AF9588.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AF9588.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AF9588.published epoch of 2010.00.
 AF9588
 AF9588.Additional information on MYCS is available at:
 AF9588.https://geodesy.noaa.gov/CORS/index.shtml
 AF9588
 AF9588.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9588.GEOID18 height accuracy estimate available here.
 AF9588
 AF9588.The PID for the CORS L1 Phase Center is AJ7911.
 AF9588
 AF9588.Click photographs - Photos may exist for this station.
 AF9588
 AF9588.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9588
 AF9588.The ellipsoidal height was determined by GPS observations
 AF9588.and is referenced to NAD 83.
 AF9588
 AF9588. The following values were computed from the NAD 83(2011) position.
 AF9588
 AF9588;                    North         East     Units Scale Factor Converg.
 AF9588;SPC DE       -    86,285.350   228,625.567   MT  1.00000509   +0 12 22.7
 AF9588;SPC DE       -   283,087.85    750,082.38   sFT  1.00000509   +0 12 22.7
 AF9588;UTM  18      - 4,292,018.384   492,421.277   MT  0.99960071   -0 03 16.7
 AF9588
 AF9588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9588!SPC DE       -   1.00000125  x   1.00000509  =   1.00000634
 AF9588!UTM  18      -   1.00000125  x   0.99960071  =   0.99960196
 AF9588
 AF9588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9242192018(NAD 83)
 AF9588
 AF9588                          SUPERSEDED SURVEY CONTROL
 AF9588
 AF9588  NAD 83(2011)-  38 46 36.68959(N)    075 05 14.09665(W) AD(2010.00) c
 AF9588  ELLIP H (08/??/11)   -7.956  (m)                       GP(2010.00) c c
 AF9588  NAD 83(CORS)-  38 46 36.68980(N)    075 05 14.09760(W) AD(2002.00) c
 AF9588  ELLIP H (03/??/02)   -7.965  (m)                       GP(2002.00) c c
 AF9588  NAD 83(CORS)-  38 46 36.69008(N)    075 05 14.09790(W) AD(1997.00) c
 AF9588  ELLIP H (07/??/00)   -7.970  (m)                       GP(1997.00) c c
 AF9588  NAD 83(CORS)-  38 46 36.69023(N)    075 05 14.09741(W) AD(1997.00) c
 AF9588  ELLIP H (11/??/96)   -7.928  (m)                       GP(1997.00) c c
 AF9588  NAD 83(CORS)-  38 46 36.69023(N)    075 05 14.09741(W) AD(1996.00) c
 AF9588  ELLIP H (11/??/96)   -7.928  (m)                       GP(1996.00) c c
 AF9588
 AF9588.Superseded values are not recommended for survey control.
 AF9588
 AF9588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9588.See file dsdata.pdf to determine how the superseded data were derived.
 AF9588
 AF9588_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9588
 AF9588                          STATION DESCRIPTION
 AF9588
 AF9588'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AF9588'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AF9588'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AF9588'AND LOG FILES ACCESSIBLE AT:
 AF9588'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1456 ***********************************************************************
 JU1456  DESIGNATION -  CARR AZ MK
 JU1456  PID         -  JU1456
 JU1456  STATE/COUNTY-  DE/NEW CASTLE
 JU1456  COUNTRY     -  US
 JU1456  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU1456
 JU1456                         *CURRENT SURVEY CONTROL
 JU1456  ______________________________________________________________________
 JU1456* NAD 83(1986) POSITION- 39 46 47.     (N) 075 30 20.     (W)   SCALED
 JU1456* NAVD 88 ORTHO HEIGHT -    64.291 (meters)      210.93  (feet) POSTED
 JU1456  ______________________________________________________________________
 JU1456  GEOID HEIGHT    -        -32.902 (meters)                     GEOID18
 JU1456  DYNAMIC HEIGHT  -         64.26  (meters)      210.8   (feet) COMP
 JU1456  MODELED GRAVITY -    980,172.9   (mgal)                       NAVD 88
 JU1456
 JU1456  VERT ORDER      -  * POSTED, SEE BELOW
 JU1456
 JU1456.The horizontal coordinates were scaled from a map and have
 JU1456.an estimated accuracy of +/- 6 seconds.
 JU1456
 JU1456.The orthometric height was determined by differential leveling
 JU1456.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU1456
 JU1456.* This is a POSTED BENCH MARK height.
 JU1456
 JU1456.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1456.GEOID18 height accuracy estimate available here.
 JU1456
 JU1456.Click photographs - Photos may exist for this station.
 JU1456
 JU1456.The dynamic height is computed by dividing the NAVD 88
 JU1456.geopotential number by the normal gravity value computed on the
 JU1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1456.degrees latitude (g = 980.6199 gals.).
 JU1456
 JU1456.The modeled gravity was interpolated from observed gravity values.
 JU1456
 JU1456;                    North         East    Units  Estimated Accuracy
 JU1456;SPC DE       -   197,580.      192,390.      MT  (+/- 180 meters Scaled)
 JU1456
 JU1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK567034(NAD 83)
 JU1456
 JU1456                          SUPERSEDED SURVEY CONTROL
 JU1456
 JU1456  NGVD 29 (11/26/84)   64.638  (m)          212.07   (f) ADJUSTED    2 0
 JU1456
 JU1456.Superseded values are not recommended for survey control.
 JU1456
 JU1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1456.See file dsdata.pdf to determine how the superseded data were derived.
 JU1456
 JU1456_MARKER: DZ = AZIMUTH MARK DISK
 JU1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1456_STAMPING: CARR 1958
 JU1456_MARK LOGO: CGS
 JU1456_PROJECTION: FLUSH
 JU1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1456+STABILITY: SURFACE MOTION
 JU1456
 JU1456  HISTORY     - Date     Condition        Report By
 JU1456  HISTORY     - 1958     MONUMENTED       CGS
 JU1456  HISTORY     - 1959     GOOD             CGS
 JU1456  HISTORY     - 19910225 MARK NOT FOUND   USGS
 JU1456  HISTORY     - 19930130 MARK NOT FOUND   USPSQD
 JU1456  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1456
 JU1456                          STATION DESCRIPTION
 JU1456
 JU1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1456'2.4 MI NE FROM WILMINGTON.
 JU1456'2.1 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JU1456'OVERPASS OVER CONCORD PIKE (U.S. HIGHWAY 202) AT WILMINGTON, THENCE
 JU1456'ABOUT 0.15 MILE SOUTH ALONG A SMALL ROAD, THENCE 0.2 MILE NORTHEAST
 JU1456'ALONG CARR ROAD, ABOUT 366 FEET NORTHEAST ALONG CARR ROAD FROM
 JU1456'ITS INTERSECTION WITH MARSH ROAD (THIS INTERSECTION IS 0.1 MILE
 JU1456'SOUTH ALONG MARSH ROAD FROM OVERPASS OF B. AND O. RR OVER MARSH
 JU1456'ROAD), 42 1/2 FEET SOUTHEAST OF CENTER LINE OF CARR ROAD, 190
 JU1456'FEET SOUTH-SOUTHWEST OF CENTER OF JUNCTION OF A DRIVE SOUTHEAST,
 JU1456'1 1/2 FEET NORTHWEST OF A STEEL FENCE LINE, 19 FEET SOUTHEAST OF
 JU1456'SOUTHEAST EDGE OF CONCRETE GUTTER ALONG CARR ROAD, 1 1/2 FEET
 JU1456'NORTHEAST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A
 JU1456'CONCRETE POST FLUSH WITH GROUND.
 JU1456
 JU1456                          STATION RECOVERY (1991)
 JU1456
 JU1456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1456'MARK NOT FOUND.
 JU1456
 JU1456                          STATION RECOVERY (1993)
 JU1456
 JU1456'RECOVERY NOTE BY US POWER SQUADRON 1993 (EWK)
 JU1456'MARK NOT FOUND.
 JU1456
 JU1456                          STATION RECOVERY (2013)
 JU1456
 JU1456'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1456'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1459 ***********************************************************************
 JU1459  DESIGNATION -  CARR RM 1
 JU1459  PID         -  JU1459
 JU1459  STATE/COUNTY-  DE/NEW CASTLE
 JU1459  COUNTRY     -  US
 JU1459  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU1459
 JU1459                         *CURRENT SURVEY CONTROL
 JU1459  ______________________________________________________________________
 JU1459* NAD 83(1986) POSITION- 39 46 55.56   (N) 075 30 08.39   (W)   HD_HELD1
 JU1459* NAVD 88 ORTHO HEIGHT -    71.614 (meters)      234.95  (feet) POSTED
 JU1459  ______________________________________________________________________
 JU1459  GEOID HEIGHT    -        -32.902 (meters)                     GEOID18
 JU1459  DYNAMIC HEIGHT  -         71.58  (meters)      234.8   (feet) COMP
 JU1459  MODELED GRAVITY -    980,172.8   (mgal)                       NAVD 88
 JU1459
 JU1459  VERT ORDER      -  * POSTED, SEE BELOW
 JU1459
 JU1459.The horizontal coordinates were determined by differentially corrected
 JU1459.hand held GPS observations or other comparable positioning techniques
 JU1459.and have an estimated accuracy of +/- 3 meters.
 JU1459
 JU1459.The orthometric height was determined by differential leveling
 JU1459.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU1459
 JU1459.* This is a POSTED BENCH MARK height.
 JU1459
 JU1459.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1459.GEOID18 height accuracy estimate available here.
 JU1459
 JU1459.Click photographs - Photos may exist for this station.
 JU1459
 JU1459.The dynamic height is computed by dividing the NAVD 88
 JU1459.geopotential number by the normal gravity value computed on the
 JU1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1459.degrees latitude (g = 980.6199 gals.).
 JU1459
 JU1459.The modeled gravity was interpolated from observed gravity values.
 JU1459
 JU1459;                    North         East    Units  Estimated Accuracy
 JU1459;SPC DE       -   197,839.5     192,661.7     MT  (+/- 3 meters HH1 GPS) 
 JU1459
 JU1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5698503693(NAD 83)
 JU1459
 JU1459                          SUPERSEDED SURVEY CONTROL
 JU1459
 JU1459  NGVD 29 (11/26/84)   71.960  (m)          236.09   (f) ADJUSTED    2 0
 JU1459
 JU1459.Superseded values are not recommended for survey control.
 JU1459
 JU1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1459.See file dsdata.pdf to determine how the superseded data were derived.
 JU1459
 JU1459_MARKER: DR = REFERENCE MARK DISK
 JU1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1459_STAMPING: CARR NO 1 1958
 JU1459_MARK LOGO: CGS
 JU1459_PROJECTION: FLUSH
 JU1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1459+STABILITY: SURFACE MOTION
 JU1459
 JU1459  HISTORY     - Date     Condition        Report By
 JU1459  HISTORY     - 1958     MONUMENTED       CGS
 JU1459  HISTORY     - 1959     GOOD             CGS
 JU1459  HISTORY     - 19910225 MARK NOT FOUND   USGS
 JU1459  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1459
 JU1459                          STATION DESCRIPTION
 JU1459
 JU1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1459'2.6 MI NE FROM WILMINGTON.
 JU1459'79.4 FEET NORTHEAST OF TRIANGULATION STATION CARR, DESCRIBED, 41
 JU1459'FEET NORTHWEST OF CENTER LINE OF CARR ROAD, 157 FEET NORTHEAST OF
 JU1459'CENTER LINE OF DRIVE NORTHWEST TO FIELD, 2 1/2 FEET SOUTHEAST OF
 JU1459'FENCE LINE, 137 FEET SOUTHEAST OF SOUTH LEG OF STEEL POWER
 JU1459'TRANSMISSION TOWER NO. 24 CR 6825, 132 FEET NORTH AND ACROSS ROAD
 JU1459'FROM RM NO. 2, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 JU1459'GROUND.
 JU1459
 JU1459                          STATION RECOVERY (1991)
 JU1459
 JU1459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1459'MARK NOT FOUND.
 JU1459
 JU1459                          STATION RECOVERY (2013)
 JU1459
 JU1459'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1459'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3792 ***********************************************************************
 JU3792  DESIGNATION -  CARROW
 JU3792  PID         -  JU3792
 JU3792  STATE/COUNTY-  DE/NEW CASTLE
 JU3792  COUNTRY     -  US
 JU3792  USGS QUAD   -  SAINT GEORGES (2016)
 JU3792
 JU3792                         *CURRENT SURVEY CONTROL
 JU3792  ______________________________________________________________________
 JU3792* NAD 83(1991) POSITION- 39 31 34.60026(N) 075 37 51.85096(W)   ADJUSTED
 JU3792* NAVD 88 ORTHO HEIGHT -    19.3   (meters)       63.    (feet) VERTCON3
 JU3792  ______________________________________________________________________
 JU3792  GEOID HEIGHT    -        -33.434 (meters)                     GEOID18
 JU3792  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC18
 JU3792  HORZ ORDER      -  FIRST
 JU3792
 JU3792.The horizontal coordinates were established by classical geodetic methods
 JU3792.and adjusted by the National Geodetic Survey in January 1992.
 JU3792
 JU3792.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3792
 JU3792.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3792.GEOID18 height accuracy estimate available here.
 JU3792
 JU3792.Click photographs - Photos may exist for this station.
 JU3792
 JU3792.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3792
 JU3792. The following values were computed from the NAD 83(1991) position.
 JU3792
 JU3792;                    North         East     Units Scale Factor Converg.
 JU3792;SPC DE       -   169,454.705   181,565.491   MT  0.99999918   -0 08 11.2
 JU3792;SPC DE       -   555,952.64    595,686.12   sFT  0.99999918   -0 08 11.2
 JU3792;UTM  18      - 4,375,370.952   445,761.475   MT  0.99963622   -0 24 05.9
 JU3792
 JU3792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3792!SPC DE       -   1.00000222  x   0.99999918  =   1.00000140
 JU3792!UTM  18      -   1.00000222  x   0.99963622  =   0.99963844
 JU3792
 JU3792:                Primary Azimuth Mark                     Grid Az
 JU3792:SPC DE       -  CARROW AZ MK                             309 16 38.2
 JU3792:UTM  18      -  CARROW AZ MK                             309 32 32.9
 JU3792
 JU3792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4576175370(NAD 83)
 JU3792
 JU3792|---------------------------------------------------------------------|
 JU3792| PID    Reference Object                     Distance      Geod. Az  |
 JU3792|                                                           dddmmss.s |
 JU3792| JU3720 NEW CASTLE AIRPORT AWY BCN 65       APPROX.15.8 KM 0132147.2 |
 JU3792| JU3668 BULKHEAD BAR FRONT RANGE LIGHT      APPROX.15.2 KM 0191351.9 |
 JU3792| JU3790 REEDY PT CANAL ENTRANCE LIGHT       APPROX. 6.8 KM 0551809.0 |
 JU3792| JU3791 REEDY PT CANAL N BREAKWATER LT      APPROX. 7.2 KM 0555233.4 |
 JU3792| JU3410 REEDY ISLAND DIKE FLASHING LT       APPROX. 8.1 KM 1430846.0 |
 JU3792| JU3993 CARROW RM 1                          26.354 METERS 15134     |
 JU3792| JU3409 REEDY ISLAND REAR RANGE LIGHT       APPROX.13.8 KM 1650913.7 |
 JU3792| CB1321 CARROW RM 2                          81.643 METERS 22108     |
 JU3792| JU3793 LISTON REAR RANGE LIGHT             APPROX. 0.8 KM 2493336.4 |
 JU3792| CB1320 CARROW AZ MK                                       3090827.0 |
 JU3792| JU3837 WASHINGTON NY AWY BCN 64            APPROX.16.2 KM 3200403.5 |
 JU3792|---------------------------------------------------------------------|
 JU3792
 JU3792                          SUPERSEDED SURVEY CONTROL
 JU3792
 JU3792  NAD 83(1986)-  39 31 34.59313(N)    075 37 51.86029(W) AD(       ) 1
 JU3792  NAD 27      -  39 31 34.18700(N)    075 37 53.11950(W) AD(       ) 1
 JU3792  NGVD 29 (07/19/86)   19.5    (m)           64.     (f) VERT ANG       
 JU3792
 JU3792.Superseded values are not recommended for survey control.
 JU3792
 JU3792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3792.See file dsdata.pdf to determine how the superseded data were derived.
 JU3792
 JU3792_MARKER: DS = TRIANGULATION STATION DISK
 JU3792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3792_STAMPING: CARROW 1933
 JU3792_MARK LOGO: CGS
 JU3792_PROJECTION: FLUSH
 JU3792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3792+STABILITY: SURFACE MOTION
 JU3792
 JU3792  HISTORY     - Date     Condition        Report By
 JU3792  HISTORY     - 1933     MONUMENTED       CGS
 JU3792  HISTORY     - 1946     GOOD             CGS
 JU3792  HISTORY     - 1961     GOOD             CGS
 JU3792  HISTORY     - 1975     GOOD             NGS
 JU3792  HISTORY     - 1980     GOOD             LOCENG
 JU3792  HISTORY     - 19980425 GOOD             USPSQD
 JU3792
 JU3792                          STATION DESCRIPTION
 JU3792
 JU3792'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3792'STATION IS ON LAND OWNED BY RAYNOR CARROW, CLARENCE SHAHON, TENANT,
 JU3792'ABOUT 3 MILES WNW OF PORT PENN, 4-1/2 MILES SSW OF DELAWARE CITY
 JU3792'AND 1/2 MILE A LITTLE N OF E OF LISTON REAR LIGHT.
 JU3792'
 JU3792'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU3792'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A, AND 11B.
 JU3792'
 JU3792'REFERENCE MARK NO.1 IS S OF THE STATION.  3-1/2 FEET W OF NW
 JU3792'CORNER OF SHED.  16 FEET SW OF SW FACE OF BARN.  THE MARK PROJECTS
 JU3792'3 INCHES.
 JU3792'
 JU3792'REFERENCE MARK NO.2 IS SW OF THE STATION.  2 FEET NE OF BARBWIRE
 JU3792'FENCE.  121 FEET SE OF CENTER ONE OF THREE CHERRY TREES ON FENCE
 JU3792'LINE.  THE MARK PROJECTS 4 INCHES.
 JU3792'
 JU3792'TO REACH FROM ST. GEORGE, WHICH IS A LITTLE TOWN ON HIGHWAY 13
 JU3792'BETWEEN SMYRNA AND WILMINGTON, TAKE HIGHWAY 13 S FROM THE CANAL
 JU3792'CROSSING, AT THE DRAWBRIDGE, FOR 1.9 MILES AND TURN LEFT (E) AT
 JU3792'PAVED T-ROAD AT ARROW PORT PENN.  FOLLOW THIS ROAD 0.95 MILE OR
 JU3792'0.45 MILE BEYOND THE LISTON REAR LIGHTHOUSE ON THE LEFT AND TURN
 JU3792'LEFT (NE) ON ASPHALT T-ROAD.  PROCEED 0.15 MILE TO CLARENCE
 JU3792'SHAHONS HOUSE, FIRST ON LEFT SIDE OF ROAD.  THE STATION IS
 JU3792'ABOUT 70 YARDS BEHIND (NW) OF THE HOUSE.  70.5 FEET NW OF NW
 JU3792'FACE OF BARN.  17 FEET SW OF PLANK FENCE.  AND 45 FEET W OF
 JU3792'2-FOOT BLACK WALNUT TREE.  THE MARK IS FLUSH WITH THE GROUND.
 JU3792
 JU3792                          STATION RECOVERY (1946)
 JU3792
 JU3792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3792'STATION MARKS, REFERENCE MARK 1 AND REFERENCE MARK 2 RECOVERED IN
 JU3792'GOOD CONDITION.  DISTANCES TO REFERENCE MARKS WERE MEASURED AND
 JU3792'FOUND TO BE CORRECT.  THE 1933 DESCRIPTION IS ADEQUATE EXCEPT FOR
 JU3792'THE FOLLOWING CHANGE--DELETE 45 FEET W OF 2-FOOT BLACK WALNUT
 JU3792'TREE.
 JU3792
 JU3792                          STATION RECOVERY (1961)
 JU3792
 JU3792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3792'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 JU3792'IN GOOD CONDITION.  THERE WAS NO AZIMUTH MARK AT THIS STATION SO
 JU3792'A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS DATE.  THE PREVIOUS
 JU3792'DESCRIPTION TO THE TO REACH THE STATION IS ADEQUATE.  A NEW TO
 JU3792'REACH TO THE STATION AND THE AZIMUTH MARK IS A FOLLOWS--
 JU3792'
 JU3792'TO REACH THE STATION FROM THE ST. GEORGE BRIDGE WHICH CROSSES
 JU3792'OVER THE CANAL ON U.S. HIGHWAY 13, GO SOUTH ON U.S. HIGHWAY 13 FOR
 JU3792'1.4 MILES TO A T-ROAD, TURN LEFT AND GO EAST ON ASPHALT ROAD AT
 JU3792'ARROW PORT PENN. FOR 0.4 MILES TO THE LISTON LIGHTHOUSE ON THE
 JU3792'LEFT, CONTINUE ON ASPHALT ROAD FOR 0.45 MILE TO A SIDE ROAD LEFT,
 JU3792'TURN LEFT AND GO NORTH ON ASPHALT ROAD FOR 0.15 MILE TO
 JU3792'MR. CLARENCE SHAHONS HOUSE AND DRIVEWAY ON THE LEFT, TURN LEFT
 JU3792'AND GO WEST ON DRIVEWAY FOR 0.05 MILE TO THE STATION IN THE BARN
 JU3792'YARD, CONTINUE FROM THE STATION 0.2 MILES WEST TO THE AZIMUTH
 JU3792'MARK.
 JU3792'
 JU3792'AZIMUTH MARK, IS A STANDARD DISK SET IN THE TOP OF A 10 X 10 INCH
 JU3792'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND,
 JU3792'STAMPED CARROW 1933.  IT IS 2.0 FEET SOUTHEAST OF A HEDGE ROW AND
 JU3792'1.6 FEET SOUTH OF A STANDARD METAL WITNESS POST AND MARKER.
 JU3792'
 JU3792'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 JU3792
 JU3792                          STATION RECOVERY (1975)
 JU3792
 JU3792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3792'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  A NEW
 JU3792'SILO HAS BEEN ERECTED NEAR STATION APPROX. 50 FEET SW OF THE
 JU3792'STATION.  THE NAMES OF THE OWNERS HAVE CHANGED SINCE THE ORIGINAL
 JU3792'DESCRIPTION TO MR. J. BAXTER, PRESENT OWNER OF THE FARM.  ORIGINAL
 JU3792'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 JU3792
 JU3792                          STATION RECOVERY (1980)
 JU3792
 JU3792'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (WW)
 JU3792'RECOVERED BY VANDEMARK LYNCH INC.
 JU3792'
 JU3792'CARROW 1933 GOOD- STATION AND REFERENCE.
 JU3792'
 JU3792'REFERENCE MARK 1 GOOD- MARKS ADEQUATLY.
 JU3792'
 JU3792'REFERENCE MARK 2 GOOD- DESCRIBED.
 JU3792'
 JU3792'NOTE- A NEW FRAME STORAGE SHED HAS BEEN CONSTRUCTED 18 IN
 JU3792'NORTHEASTERLY OF STATION CARROW 1933- MAKING IT DIFFICULT TO
 JU3792'OCCUPY THIS STATION.
 JU3792
 JU3792                          STATION RECOVERY (1998)
 JU3792
 JU3792'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3792'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3993 ***********************************************************************
 JU3993  DESIGNATION -  CARROW RM 1
 JU3993  PID         -  JU3993
 JU3993  STATE/COUNTY-  DE/NEW CASTLE
 JU3993  COUNTRY     -  US
 JU3993  USGS QUAD   -  SAINT GEORGES (2016)
 JU3993
 JU3993                         *CURRENT SURVEY CONTROL
 JU3993  ______________________________________________________________________
 JU3993* NAD 83(1991) POSITION- 39 31 33.84877(N) 075 37 51.32568(W)   ADJUSTED
 JU3993* NAD 83(1991) ELLIP HT-   -14.533 (meters)        (09/01/99)   ADJUSTED
 JU3993* NAVD 88 ORTHO HEIGHT -    19.6   (meters)       64.    (feet) VERTCON3
 JU3993  ______________________________________________________________________
 JU3993  GEOID HEIGHT    -        -33.435 (meters)                     GEOID18
 JU3993  NAD 83(1991) X  -  1,222,558.703 (meters)                     COMP
 JU3993  NAD 83(1991) Y  - -4,772,243.249 (meters)                     COMP
 JU3993  NAD 83(1991) Z  -  4,037,527.187 (meters)                     COMP
 JU3993  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 JU3993  HORZ ORDER      -  THIRD
 JU3993  ELLP ORDER      -  FOURTH    CLASS I
 JU3993
 JU3993.The horizontal coordinates were established by GPS observations
 JU3993.and adjusted by the National Geodetic Survey in January 1992.
 JU3993
 JU3993.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3993
 JU3993.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3993.GEOID18 height accuracy estimate available here.
 JU3993
 JU3993.Click photographs - Photos may exist for this station.
 JU3993
 JU3993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3993
 JU3993.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3993
 JU3993.The ellipsoidal height was determined by GPS observations
 JU3993.and is referenced to NAD 83.
 JU3993
 JU3993. The following values were computed from the NAD 83(1991) position.
 JU3993
 JU3993;                    North         East     Units Scale Factor Converg.
 JU3993;SPC DE       -   169,431.499   181,577.982   MT  0.99999918   -0 08 10.9
 JU3993;SPC DE       -   555,876.51    595,727.10   sFT  0.99999918   -0 08 10.9
 JU3993;UTM  18      - 4,375,347.697   445,773.853   MT  0.99963620   -0 24 05.6
 JU3993
 JU3993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3993!SPC DE       -   1.00000228  x   0.99999918  =   1.00000146
 JU3993!UTM  18      -   1.00000228  x   0.99963620  =   0.99963848
 JU3993
 JU3993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4577375347(NAD 83)
 JU3993
 JU3993                          SUPERSEDED SURVEY CONTROL
 JU3993
 JU3993  NAD 83(1986)-  39 31 33.84154(N)    075 37 51.33495(W) AD(       ) 3
 JU3993  NGVD 29 (09/09/88)   19.8    (m)  RAPSU86  model used  GPS OBS        
 JU3993
 JU3993.Superseded values are not recommended for survey control.
 JU3993
 JU3993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3993.See file dsdata.pdf to determine how the superseded data were derived.
 JU3993
 JU3993_MARKER: DR = REFERENCE MARK DISK
 JU3993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3993_STAMPING: CARROW NO 1 1933
 JU3993_MARK LOGO: CGS
 JU3993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3993+STABILITY: SURFACE MOTION
 JU3993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3993+SATELLITE: SATELLITE OBSERVATIONS - 1986
 JU3993
 JU3993  HISTORY     - Date     Condition        Report By
 JU3993  HISTORY     - 1933     MONUMENTED       CGS
 JU3993  HISTORY     - 1986     GOOD             LOCSUR
 JU3993
 JU3993                          STATION DESCRIPTION
 JU3993
 JU3993'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (JDR)
 JU3993'NO RECOVERY NOTE SUBMITTED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1466 ***********************************************************************
 HU1466  DESIGNATION -  CEDAR
 HU1466  PID         -  HU1466
 HU1466  STATE/COUNTY-  DE/SUSSEX
 HU1466  COUNTRY     -  US
 HU1466  USGS QUAD   -  ASSAWOMAN BAY (2016)
 HU1466
 HU1466                         *CURRENT SURVEY CONTROL
 HU1466  ______________________________________________________________________
 HU1466* NAD 83(1991) POSITION- 38 27 05.08926(N) 075 05 09.25151(W)   ADJUSTED
 HU1466* NAVD 88 ORTHO HEIGHT -     0.7   (meters)        2.    (feet) VERTCON3
 HU1466  ______________________________________________________________________
 HU1466  GEOID HEIGHT    -        -35.909 (meters)                     GEOID18
 HU1466  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 HU1466  HORZ ORDER      -  SECOND
 HU1466
 HU1466.The horizontal coordinates were established by classical geodetic methods
 HU1466.and adjusted by the National Geodetic Survey in January 1992.
 HU1466
 HU1466.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1466
 HU1466.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1466.GEOID18 height accuracy estimate available here.
 HU1466
 HU1466.Click photographs - Photos may exist for this station.
 HU1466
 HU1466.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1466
 HU1466. The following values were computed from the NAD 83(1991) position.
 HU1466
 HU1466;                    North         East     Units Scale Factor Converg.
 HU1466;SPC DE       -    50,158.834   228,872.677   MT  1.00000526   +0 12 20.5
 HU1466;SPC DE       -   164,562.77    750,893.11   sFT  1.00000526   +0 12 20.5
 HU1466;SPC MD       -    88,861.684   567,067.995   MT  0.99997711   +1 12 04.9
 HU1466;SPC MD       -   291,540.37  1,860,455.58   sFT  0.99997711   +1 12 04.9
 HU1466;UTM  18      - 4,255,905.730   492,504.394   MT  0.99960069   -0 03 12.3
 HU1466
 HU1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1466!SPC DE       -   1.00000553  x   1.00000526  =   1.00001079
 HU1466!SPC MD       -   1.00000553  x   0.99997711  =   0.99998264
 HU1466!UTM  18      -   1.00000553  x   0.99960069  =   0.99960622
 HU1466
 HU1466:                Primary Azimuth Mark                     Grid Az
 HU1466:SPC DE       -  FENWICK IS LH                            089 54 23.9
 HU1466:SPC MD       -  FENWICK IS LH                            088 54 39.5
 HU1466:UTM  18      -  FENWICK IS LH                            090 09 56.7
 HU1466
 HU1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9250455905(NAD 83)
 HU1466
 HU1466|---------------------------------------------------------------------|
 HU1466| PID    Reference Object                     Distance      Geod. Az  |
 HU1466|                                                           dddmmss.s |
 HU1466| HU1442 FENWICK IS LH                       APPROX. 2.7 KM 0900644.4 |
 HU1466| HU1464 OCEAN CITY TANK                     APPROX. 2.9 KM 1113224.0 |
 HU1466| HU1465 BOUNDARY MON EW 2 DE MD              20.094 METERS 17957     |
 HU1466| DC7893 CEDAR RM 1                           16.889 METERS 18528     |
 HU1466| DC7894 CEDAR RM 2                           19.977 METERS 25225     |
 HU1466| HU1467 CEDAR RM 3                          254.655 METERS 27851     |
 HU1466|---------------------------------------------------------------------|
 HU1466
 HU1466                          SUPERSEDED SURVEY CONTROL
 HU1466
 HU1466  NAD 83(1986)-  38 27 05.07121(N)    075 05 09.27512(W) AD(       ) 2
 HU1466  NAD 27      -  38 27 04.66182(N)    075 05 10.61821(W) AD(       ) 2
 HU1466  NGVD 29 (07/19/86)    0.9    (m)            3.     (f) VERT ANG       
 HU1466
 HU1466.Superseded values are not recommended for survey control.
 HU1466
 HU1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1466.See file dsdata.pdf to determine how the superseded data were derived.
 HU1466
 HU1466_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1466_STAMPING: CEDAR 1974
 HU1466_MARK LOGO: NGS
 HU1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1466+STABILITY: SURFACE MOTION
 HU1466
 HU1466  HISTORY     - Date     Condition        Report By
 HU1466  HISTORY     - 1974     MONUMENTED       NGS
 HU1466  HISTORY     - 1976     GOOD             NGS
 HU1466  HISTORY     - 20120210 MARK NOT FOUND   DELCOS
 HU1466
 HU1466                          STATION DESCRIPTION
 HU1466
 HU1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU1466'NO MEASUREMENT WAS MADE FROM RM 1 TO RM 2 DUE TO BRUSH ON
 HU1466'LINE.
 HU1466'
 HU1466'THE STATION IS LOCATED ABOUT 3.5 MILES NORTHEAST OF OCEAN
 HU1466'CITY, 1.6 MILES WEST OF FENWICK ISLAND, ON ROAD RIGHT-OF-WAY
 HU1466'AND NEAR THE MARYLAND-DELAWARE STATE LINE.
 HU1466'
 HU1466'TO REACH THE STATION FROM THE JUNCTION OF STATE ROADS 14 AND
 HU1466'54 IN FENWICK ISLAND, GO WEST-NORTHWEST AND SOUTHEAST ON
 HU1466'STATE ROAD 54 FOR 4.15 MILES TO A SIDE ROAD LEFT AND THE
 HU1466'SOUND METHODIST CHURCH ON THE LEFT.  TURN LEFT AND GO
 HU1466'SOUTHEAST ON A PAVED ROAD FOR 0.7 MILE TO A T-ROAD AND A
 HU1466'STOP SIGN.  TURN LEFT AND GO SOUTHEASTERLY ON A PAVED ROAD
 HU1466'FOR 0.45 MILE TO A SIDE ROAD RIGHT, CONTINUE EASTERLY ON THE
 HU1466'PAVED ROAD FOR 0.8 MILE TO RM 3 (AZI. MK.) ON THE LEFT,
 HU1466'CONTINUE EASTERLY ON THE PAVED ROAD FOR 0.2 MILE TO THE END
 HU1466'OF THE ROAD AND THE STATION ON THE LEFT.
 HU1466'
 HU1466'STATION MARKS ARE STANDARD DISKS STAMPED CEDAR 1974.  THE
 HU1466'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HU1466'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND
 HU1466'SURFACE.  IT IS 35 FEET NORTHEAST OF THE CENTER OF THE PAVED
 HU1466'ROAD, 18 FEET WEST OF THE WATERS EDGE AND 5 FEET
 HU1466'EAST-SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 HU1466'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 HU1466'BELOW THE GROUND SURFACE.
 HU1466'
 HU1466'REFERENCE MARK 1, A STANDARD DISK STAMPED CEDAR NO 1 1974,
 HU1466'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HU1466'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT
 HU1466'IS 26 FEET WEST OF THE WATERS EDGE AND 24 FEET SOUTH OF THE
 HU1466'CENTER OF THE PAVED ROAD.
 HU1466'
 HU1466'REFERENCE MARK 2, A STANDARD DISK STAMPED CEDAR NO 2 1974,
 HU1466'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1466'THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 13
 HU1466'FEET SOUTH-SOUTHWEST OF THE CENTER OF THE PAVED ROAD.
 HU1466'
 HU1466'REFERENCE MARK 3, A STANDARD DISK STAMPED CEDAR NO 3 1974,
 HU1466'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1466'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 53
 HU1466'FEET WEST OF AN 8-INCH CEDAR TREE AND 18 FEET NORTH OF THE
 HU1466'CENTER OF THE PAVED ROAD.  THE MARK SERVES AS AN AZIMUTH MARK.
 HU1466
 HU1466                          STATION RECOVERY (1976)
 HU1466
 HU1466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1466'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HU1466'CONDITION.  THE DISTANCES AND DIRECTIONS WERE WITHIN CLOSE
 HU1466'AGREEMENT WITH THE 1974 OBSERVATIONS.
 HU1466'
 HU1466'THE MARYLAND-DELAWARE BOUNDARY MONUMENT NUMBER 2 WAS
 HU1466'ESTABLISHED AT THIS DATE.
 HU1466'
 HU1466'THE MARK IS A MARYLAND-DELAWARE BOUNDARY DISK
 HU1466'STAMPED E-W NO. 2 1976, SET IN THE TOP OF A 10-INCH ROUND CONCRETE
 HU1466'MONUMENT PROJECTING 1 FOOT.  THE SUB-SURFACE MARKER IS A STANDARD
 HU1466'NATIONAL GEODETIC SURVEY TRIANGULATION STATION DISK STAMPED E-W
 HU1466'NO. 2 1976, SET IN A 12-INCH MASS OF CONCRETE 42 INCHES BELOW
 HU1466'SURFACE.  THEY ARE 68.0 FEET SOUTHEAST OF A WITNESS POST, 30
 HU1466'FEET SOUTH OF THE CENTER OF THE ROAD, 22.6 FEET EAST OF A PILE
 HU1466'OF CONCRETE SLABS, 22 FEET SOUTHWEST OF THE SHORELINE, AND
 HU1466'1.2 FEET NORTH OF A WITNESS POST.
 HU1466'
 HU1466'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1466'3-1/2 MILES NORTHWEST OF OCEAN CITY.
 HU1466
 HU1466                          STATION RECOVERY (2012)
 HU1466
 HU1466'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU1466'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1467 ***********************************************************************
 HU1467  DESIGNATION -  CEDAR RM 3
 HU1467  PID         -  HU1467
 HU1467  STATE/COUNTY-  DE/SUSSEX
 HU1467  COUNTRY     -  US
 HU1467  USGS QUAD   -  ASSAWOMAN BAY (2016)
 HU1467
 HU1467                         *CURRENT SURVEY CONTROL
 HU1467  ______________________________________________________________________
 HU1467* NAD 83(1991) POSITION- 38 27 06.35966(N) 075 05 19.62882(W)   ADJUSTED
 HU1467* NAVD 88 ORTHO HEIGHT -     0.9   (meters)        3.    (feet) VERTCON3
 HU1467  ______________________________________________________________________
 HU1467  GEOID HEIGHT    -        -35.907 (meters)                     GEOID18
 HU1467  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 HU1467  HORZ ORDER      -  SECOND
 HU1467
 HU1467.The horizontal coordinates were established by classical geodetic methods
 HU1467.and adjusted by the National Geodetic Survey in January 1992.
 HU1467
 HU1467.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1467
 HU1467.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1467.GEOID18 height accuracy estimate available here.
 HU1467
 HU1467.Click photographs - Photos may exist for this station.
 HU1467
 HU1467.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1467
 HU1467. The following values were computed from the NAD 83(1991) position.
 HU1467
 HU1467;                    North         East     Units Scale Factor Converg.
 HU1467;SPC DE       -    50,197.107   228,620.913   MT  1.00000508   +0 12 14.0
 HU1467;SPC DE       -   164,688.34    750,067.11   sFT  1.00000508   +0 12 14.0
 HU1467;SPC MD       -    88,895.576   566,815.611   MT  0.99997707   +1 11 58.4
 HU1467;SPC MD       -   291,651.57  1,859,627.55   sFT  0.99997707   +1 11 58.4
 HU1467;UTM  18      - 4,255,945.125   492,252.908   MT  0.99960074   -0 03 18.8
 HU1467
 HU1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1467!SPC DE       -   1.00000550  x   1.00000508  =   1.00001058
 HU1467!SPC MD       -   1.00000550  x   0.99997707  =   0.99998257
 HU1467!UTM  18      -   1.00000550  x   0.99960074  =   0.99960624
 HU1467
 HU1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9225255945(NAD 83)
 HU1467
 HU1467                          SUPERSEDED SURVEY CONTROL
 HU1467
 HU1467  NAD 83(1986)-  38 27 06.34167(N)    075 05 19.65237(W) AD(       ) 2
 HU1467  NAD 27      -  38 27 05.93225(N)    075 05 20.99510(W) AD(       ) 2
 HU1467  NGVD 29 (07/19/86)    1.1    (m)            4.     (f) VERT ANG       
 HU1467
 HU1467.Superseded values are not recommended for survey control.
 HU1467
 HU1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1467.See file dsdata.pdf to determine how the superseded data were derived.
 HU1467
 HU1467_MARKER: DR = REFERENCE MARK DISK
 HU1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1467_STAMPING: CEDAR NO 3 1974
 HU1467_MARK LOGO: NGS
 HU1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1467+STABILITY: SURFACE MOTION
 HU1467
 HU1467  HISTORY     - Date     Condition        Report By
 HU1467  HISTORY     - 1974     MONUMENTED       NGS
 HU1467  HISTORY     - 20120210 MARK NOT FOUND   DELCOS
 HU1467
 HU1467                          STATION DESCRIPTION
 HU1467
 HU1467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 HU1467'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF OCEAN
 HU1467'CITY.
 HU1467'
 HU1467'TO REACH THE STATION FROM THE JUNCTION OF STATE ROADS 14 AND
 HU1467'54 IN FENWICK ISLAND, GO WEST-NORTHWEST AND SOUTHEAST ON
 HU1467'STATE ROAD 54 FOR 4.15 MILES TO A SIDE ROAD LEFT AND THE
 HU1467'SOUND METHODIST CHURCH ON THE LEFT.  TURN LEFT AND GO
 HU1467'SOUTHEAST ON A PAVED ROAD FOR 0.7 MILE TO A T-ROAD AND A
 HU1467'STOP SIGN.  TURN LEFT AND GO SOUTHEASTERLY ON A PAVED ROAD
 HU1467'FOR 0.45 MILE TO A SIDE ROAD RIGHT, CONTINUE EASTERLY ON THE
 HU1467'PAVED ROAD FOR 0.8 MILE TO STATION ON THE LEFT.
 HU1467'
 HU1467'STATION, A STANDARD DISK STAMPED CEDAR NO 3 1974,
 HU1467'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1467'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 53
 HU1467'FEET WEST OF AN 8-INCH CEDAR TREE AND 18 FEET NORTH OF THE
 HU1467'CENTER OF THE PAVED ROAD.  THE MARK SERVES AS AN AZIMUTH MARK.
 HU1467
 HU1467                          STATION RECOVERY (2012)
 HU1467
 HU1467'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU1467'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3609 ***********************************************************************
 JU3609  DESIGNATION -  CENTERVILLE
 JU3609  PID         -  JU3609
 JU3609  STATE/COUNTY-  DE/NEW CASTLE
 JU3609  COUNTRY     -  US
 JU3609  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3609
 JU3609                         *CURRENT SURVEY CONTROL
 JU3609  ______________________________________________________________________
 JU3609* NAD 83(1991) POSITION- 39 49 14.98266(N) 075 37 01.37744(W)   ADJUSTED
 JU3609* NAVD 88 ORTHO HEIGHT -   135.50  (+/-2cm)      444.6   (feet) VERTCON3
 JU3609  ______________________________________________________________________
 JU3609  GEOID HEIGHT    -        -32.902 (meters)                     GEOID18
 JU3609  LAPLACE CORR    -          1.70  (seconds)                    DEFLEC18
 JU3609  HORZ ORDER      -  THIRD
 JU3609  VERT ORDER      -  THIRD (See Below)
 JU3609
 JU3609.The horizontal coordinates were established by classical geodetic methods
 JU3609.and adjusted by the National Geodetic Survey in January 1992.
 JU3609
 JU3609.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3609
 JU3609.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3609.GEOID18 height accuracy estimate available here.
 JU3609
 JU3609.The vertical order pertains to the NGVD 29 superseded value.
 JU3609
 JU3609.Click photographs - Photos may exist for this station.
 JU3609
 JU3609.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3609
 JU3609. The following values were computed from the NAD 83(1991) position.
 JU3609
 JU3609;                    North         East     Units Scale Factor Converg.
 JU3609;SPC DE       -   202,155.281   182,843.995   MT  0.99999862   -0 07 42.0
 JU3609;SPC DE       -   663,237.78    599,880.67   sFT  0.99999862   -0 07 42.0
 JU3609;SPC PA S     -    56,334.366   782,601.849   MT  1.00001950   +1 23 01.8
 JU3609;SPC PA S     -   184,823.67  2,567,586.23   sFT  1.00001950   +1 23 01.8
 JU3609;UTM  18      - 4,408,053.351   447,191.268   MT  0.99963433   -0 23 42.6
 JU3609
 JU3609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3609!SPC DE       -   0.99998390  x   0.99999862  =   0.99998252
 JU3609!SPC PA S     -   0.99998390  x   1.00001950  =   1.00000340
 JU3609!UTM  18      -   0.99998390  x   0.99963433  =   0.99961824
 JU3609
 JU3609:                Primary Azimuth Mark                     Grid Az
 JU3609:SPC DE       -  HAMORTON 1892                            347 48 00.0
 JU3609:SPC PA S     -  HAMORTON 1892                            346 17 16.2
 JU3609:UTM  18      -  HAMORTON 1892                            348 04 00.6
 JU3609
 JU3609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK4719108053(NAD 83)
 JU3609
 JU3609|---------------------------------------------------------------------|
 JU3609| PID    Reference Object                     Distance      Geod. Az  |
 JU3609|                                                           dddmmss.s |
 JU3609| AF7892 CENTERVILLE RM 1                     67.609 METERS 07037     |
 JU3609| AF7893 CENTERVILLE RM 2                      8.521 METERS 17243     |
 JU3609| JU3608 GREGG                               487.986 METERS 3072311.4 |
 JU3609| AI3264 TBM                                  33.602 METERS 34022     |
 JU3609| JU3658 HAMORTON 1892                       APPROX. 5.9 KM 3474018.0 |
 JU3609|---------------------------------------------------------------------|
 JU3609
 JU3609                          SUPERSEDED SURVEY CONTROL
 JU3609
 JU3609  NAD 83(1986)-  39 49 14.97715(N)    075 37 01.38220(W) AD(       ) 3
 JU3609  NAD 27      -  39 49 14.57600(N)    075 37 02.66000(W) AD(       ) 3
 JU3609  USSD        -  39 49 14.97000(N)    075 37 02.50000(W) AD(       ) 3
 JU3609  NGVD 29             135.81   (m)          445.6    (f) LEVELING    3  
 JU3609
 JU3609.Superseded values are not recommended for survey control.
 JU3609
 JU3609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3609.See file dsdata.pdf to determine how the superseded data were derived.
 JU3609
 JU3609_MARKER: H = DRILL HOLE
 JU3609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3609_STAMPING: US 1892
 JU3609_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU3609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3609+STABILITY: SURFACE MOTION
 JU3609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3609+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU3609
 JU3609  HISTORY     - Date     Condition        Report By
 JU3609  HISTORY     - 1892     MONUMENTED       CGS
 JU3609  HISTORY     - 1950     MARK NOT FOUND   USGS
 JU3609  HISTORY     - 19820615 GOOD             NGS
 JU3609  HISTORY     - 20130711 GOOD             DELCOS
 JU3609
 JU3609                          STATION DESCRIPTION
 JU3609
 JU3609'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JU3609'STATION WAS SEARCHED FOR AND NOT FOUND.  THE STATION IS NOT
 JU3609'DESCRIBED.
 JU3609
 JU3609                          STATION RECOVERY (1982)
 JU3609
 JU3609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 JU3609'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE REFERENCE
 JU3609'MARKS WERE ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS.  THE
 JU3609'STATION IS LOCATED 6.8 KM (4.20 MI) NORTH ALONG STATE HIGHWAY 52
 JU3609'(KENNETT PIKE) FROM THE POST POST OFFICE IN GREENVILLE, 58.2 METERS
 JU3609'(190.9 FT) WEST FROM THE CENTER OFF STATE HIGHWAY 52, 31.1 METERS
 JU3609'(102.0 FT) SOUTH FROM THE CENTER OF A EAST-WEST PAVED STREET.  25.5
 JU3609'METERS (83.7 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF HOUSE
 JU3609'5720 KENNETT PIKE, 8.5 METERS (27.9 FT) SOUTHWEST FROM THE CENTER OF A
 JU3609'PAVED PRIVATE DRIVE AND 3.4 METERS (11.2 FT) WEST FROM THE WEST OF TWO
 JU3609'26-INCH MAPLE TREES.  THE STATION IS LOCATED 10.5 KM (6.50 MI)
 JU3609'NORTH-NORTHWEST FROM WILMINGTON, 6.8 KM (4.20 MI) NORTH FROM
 JU3609'GREENVILLE AND IN A SMALL VILLAGE CALLED CENTERVILLE.
 JU3609'OWNERSHIP--DONALD R KNOX, POST OFFICE BOX 2149, DUXBURY, MAINE 02322.
 JU3609'TO REACH THE STATION FROM THE POST OFFICE AT GREENVILLE, GO NORTHERLY
 JU3609'ON STATE HIGHWAY 52 (KENNETT PIKE) FOR 6.8 KM (4.20 MI) TO THE STATION
 JU3609'ON THE LEFT, BEHIND THE THREE STORY FRAME HOUSE.  THE STATION IS THE
 JU3609'CENTER OF A 10 MM DRILL HOLE IN THE TOP OF A 14 CM SQUARE GRANITE POST
 JU3609'WHICH IS ABOUT 0.7 METERS (2.3 FT) LONG AND EMBEDDED INTO THE GROUND.
 JU3609'THE LETTERS U.S AND A DATE 1892 ARE CARVED IN THE TOP OF THE POST AND
 JU3609'IT PROJECTS 4 CM ABOVE THE TOP OF THE GROUND.
 JU3609
 JU3609                          STATION RECOVERY (2013)
 JU3609
 JU3609'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3609'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AF7892 ***********************************************************************
 AF7892  DESIGNATION -  CENTERVILLE RM 1
 AF7892  PID         -  AF7892
 AF7892  STATE/COUNTY-  DE/NEW CASTLE
 AF7892  COUNTRY     -  US
 AF7892  USGS QUAD   -  WILMINGTON NORTH (2016)
 AF7892
 AF7892                         *CURRENT SURVEY CONTROL
 AF7892  ______________________________________________________________________
 AF7892* NAD 83(1991) POSITION- 39 49 15.71044(N) 075 36 58.69586(W)   ADJUSTED
 AF7892* NAVD 88 ORTHO HEIGHT -   133.18  (+/-2cm)      436.9   (feet) VERTCON3
 AF7892  ______________________________________________________________________
 AF7892  GEOID HEIGHT    -        -32.902 (meters)                     GEOID18
 AF7892  LAPLACE CORR    -          1.67  (seconds)                    DEFLEC18
 AF7892  HORZ ORDER      -  THIRD
 AF7892  VERT ORDER      -  THIRD (See Below)
 AF7892
 AF7892.The horizontal coordinates were established by classical geodetic methods
 AF7892.and adjusted by the National Geodetic Survey in March 1999.
 AF7892
 AF7892.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF7892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF7892
 AF7892.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7892.GEOID18 height accuracy estimate available here.
 AF7892
 AF7892.The vertical order pertains to the NGVD 29 superseded value.
 AF7892
 AF7892.Click photographs - Photos may exist for this station.
 AF7892
 AF7892.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF7892
 AF7892. The following values were computed from the NAD 83(1991) position.
 AF7892
 AF7892;                    North         East     Units Scale Factor Converg.
 AF7892;SPC DE       -   202,177.584   182,907.820   MT  0.99999860   -0 07 40.2
 AF7892;SPC DE       -   663,310.96    600,090.07   sFT  0.99999860   -0 07 40.2
 AF7892;UTM  18      - 4,408,075.350   447,255.172   MT  0.99963425   -0 23 40.9
 AF7892
 AF7892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7892!SPC DE       -   0.99998427  x   0.99999860  =   0.99998287
 AF7892!UTM  18      -   0.99998427  x   0.99963425  =   0.99961852
 AF7892
 AF7892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK4725508075(NAD 83)
 AF7892
 AF7892                          SUPERSEDED SURVEY CONTROL
 AF7892
 AF7892  NGVD 29             133.49   (m)          438.0    (f) LEVELING    3  
 AF7892
 AF7892.Superseded values are not recommended for survey control.
 AF7892
 AF7892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7892.See file dsdata.pdf to determine how the superseded data were derived.
 AF7892
 AF7892_MARKER: DR = REFERENCE MARK DISK
 AF7892_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF7892_SP_SET: SIDEWALK
 AF7892_STAMPING: CENTERVILLE 1892 NO 1 1982
 AF7892_MARK LOGO: NGS
 AF7892_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF7892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7892
 AF7892  HISTORY     - Date     Condition        Report By
 AF7892  HISTORY     - 1982     MONUMENTED       NGS
 AF7892  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 AF7892
 AF7892                          STATION DESCRIPTION
 AF7892
 AF7892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 AF7892'THE STATION IS LOCATED 6.8 KM (4.20 MI) NORTH ALONG STATE HIGHWAY 52
 AF7892'(KENNETT PIKE) FROM THE POST OFFICE IN GREENVILLE, 9.4 METERS (30.8
 AF7892'FT) EAST FROM THE CENTER OF STATE HIGHWAY 52, 5.0 METERS (16.4 FT) NW
 AF7892'FROM A POWERLINE POLE NUMBERED 46729-46142 51-236, 2.4 METERS (7.9 FT)
 AF7892'SOUTH FROM THE CENTER OF A PRIVATE DRIVE LEADING EAST TO 5727 KENNETT
 AF7892'PIKE AND 2.0 METERS (6.6 FT) FROM THE SOUTH ONE OF TWO STONE PILLARS.
 AF7892'REFERENCE MARK NO 1, IS A STANDARD NGS DISK STAMPED,---CENTERVILLE
 AF7892'1892 NO 1 1982---CEMENTED IN A DRILL HOLE IN A SIDEWALK ALONG THE EAST
 AF7892'SIDE OF STATE HIGHWAY 52 (KENNETT PIKE) AND IT IS FLUSH WITH THE
 AF7892'SURFACE.
 AF7892
 AF7892                          STATION RECOVERY (2013)
 AF7892
 AF7892'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 AF7892'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AF7893 ***********************************************************************
 AF7893  DESIGNATION -  CENTERVILLE RM 2
 AF7893  PID         -  AF7893
 AF7893  STATE/COUNTY-  DE/NEW CASTLE
 AF7893  COUNTRY     -  US
 AF7893  USGS QUAD   -  WILMINGTON NORTH (2016)
 AF7893
 AF7893                         *CURRENT SURVEY CONTROL
 AF7893  ______________________________________________________________________
 AF7893* NAD 83(1991) POSITION- 39 49 14.70860(N) 075 37 01.33199(W)   ADJUSTED
 AF7893* NAVD 88 ORTHO HEIGHT -   135.26  (+/-2cm)      443.8   (feet) VERTCON3
 AF7893  ______________________________________________________________________
 AF7893  GEOID HEIGHT    -        -32.902 (meters)                     GEOID18
 AF7893  LAPLACE CORR    -          1.70  (seconds)                    DEFLEC18
 AF7893  HORZ ORDER      -  THIRD
 AF7893  VERT ORDER      -  THIRD (See Below)
 AF7893
 AF7893.The horizontal coordinates were established by classical geodetic methods
 AF7893.and adjusted by the National Geodetic Survey in March 1999.
 AF7893
 AF7893.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF7893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF7893
 AF7893.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7893.GEOID18 height accuracy estimate available here.
 AF7893
 AF7893.The vertical order pertains to the NGVD 29 superseded value.
 AF7893
 AF7893.Click photographs - Photos may exist for this station.
 AF7893
 AF7893.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF7893
 AF7893. The following values were computed from the NAD 83(1991) position.
 AF7893
 AF7893;                    North         East     Units Scale Factor Converg.
 AF7893;SPC DE       -   202,146.826   182,845.057   MT  0.99999862   -0 07 41.9
 AF7893;SPC DE       -   663,210.04    599,884.16   sFT  0.99999862   -0 07 41.9
 AF7893;UTM  18      - 4,408,044.895   447,192.290   MT  0.99963433   -0 23 42.5
 AF7893
 AF7893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7893!SPC DE       -   0.99998394  x   0.99999862  =   0.99998256
 AF7893!UTM  18      -   0.99998394  x   0.99963433  =   0.99961828
 AF7893
 AF7893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK4719208044(NAD 83)
 AF7893
 AF7893                          SUPERSEDED SURVEY CONTROL
 AF7893
 AF7893  NGVD 29             135.56   (m)          444.7    (f) LEVELING    3  
 AF7893
 AF7893.Superseded values are not recommended for survey control.
 AF7893
 AF7893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7893.See file dsdata.pdf to determine how the superseded data were derived.
 AF7893
 AF7893_MARKER: DR = REFERENCE MARK DISK
 AF7893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7893_STAMPING: CENTERVILLE 1892 NO 2 1982
 AF7893_MARK LOGO: NGS
 AF7893_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF7893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7893+STABILITY: SURFACE MOTION
 AF7893
 AF7893  HISTORY     - Date     Condition        Report By
 AF7893  HISTORY     - 1982     MONUMENTED       NGS
 AF7893  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 AF7893
 AF7893                          STATION DESCRIPTION
 AF7893
 AF7893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AF7893'THE STATION IS LOCATED 6.8 KM (4.20 MI) NORTH ALONG STATE HIGHWAY 52
 AF7893'(KENNETT PIKE) FROM THE POST OFFICE IN GREENVILLE, 17.1 METERS (56.1
 AF7893'FT) SOUTH FROM THE CENTER OF THE PAVED DRIVE BEHIND HOUSE 5720 KENNET
 AF7893'PIKE, 7.9 METERS (25.9 FT) SOUTHWEST FROM THE WEST ONE OF TWO 26-INCH
 AF7893'MAPLE TREES, 0.6 METERS (2.0 FT) SOUTHWEST FROM THE WEST END OF A
 AF7893'BOARD FENCE AND 0.3 METERS (1.0 FT) NORTH OF A PROPERTY LINE FENCE.
 AF7893'REFERENCE MARK NO 2 IS A STANDARD, NGS DISK STAMPED,---CENTERVILLE
 AF7893'1892 NO 2 1982---.  SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10
 AF7893'INCHES, 25 CM IN DIAMETER ON SIDE, FLUSH WITH THE GROUND.  THE STATION
 AF7893'IS LOCATED 17.1 METERS (56.1 FT) SOUTH FROM THE CENTER OF THE PRIVATE
 AF7893'DRIVE, 7.9 METERS (25.9 FT) SOUTHWEST FROM THE 26-INCH MAPLE TREE, 0.6
 AF7893'METERS (2.0 FT) SOUTHWEST FROM THE WEST END OF A BOARD FENCE AND 0.3
 AF7893'METERS (1.0 FT) NORTH FROM A WIRE BOUNDARY FENCE, AND 0.2 METERS (0.7
 AF7893'FT) LOWER THAN THE STATION.
 AF7893
 AF7893                          STATION RECOVERY (2013)
 AF7893
 AF7893'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 AF7893'POSSIBLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1414 ***********************************************************************
 HU1414  DESIGNATION -  CHAMPLIN
 HU1414  PID         -  HU1414
 HU1414  STATE/COUNTY-  DE/SUSSEX
 HU1414  COUNTRY     -  US
 HU1414  USGS QUAD   -  FRANKFORD (2016)
 HU1414
 HU1414                         *CURRENT SURVEY CONTROL
 HU1414  ______________________________________________________________________
 HU1414* NAD 83(1991) POSITION- 38 34 31.16084(N) 075 10 17.63690(W)   ADJUSTED
 HU1414* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 HU1414  ______________________________________________________________________
 HU1414  GEOID HEIGHT    -        -35.760 (meters)                     GEOID18
 HU1414  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 HU1414  HORZ ORDER      -  THIRD
 HU1414
 HU1414.The horizontal coordinates were established by classical geodetic methods
 HU1414.and adjusted by the National Geodetic Survey in January 1992.
 HU1414
 HU1414.The orthometric height was scaled from a topographic map.
 HU1414
 HU1414.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1414.GEOID18 height accuracy estimate available here.
 HU1414
 HU1414.Click photographs - Photos may exist for this station.
 HU1414
 HU1414.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1414
 HU1414. The following values were computed from the NAD 83(1991) position.
 HU1414
 HU1414;                    North         East     Units Scale Factor Converg.
 HU1414;SPC DE       -    63,890.069   221,358.449   MT  1.00000062   +0 09 10.2
 HU1414;SPC DE       -   209,612.67    726,240.18   sFT  1.00000062   +0 09 10.2
 HU1414;UTM  18      - 4,269,665.329   485,055.414   MT  0.99960275   -0 06 25.1
 HU1414
 HU1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1414!SPC DE       -   1.00000533  x   1.00000062  =   1.00000595
 HU1414!UTM  18      -   1.00000533  x   0.99960275  =   0.99960808
 HU1414
 HU1414:                Primary Azimuth Mark                     Grid Az
 HU1414:SPC DE       -  LUNGO                                    019 51 03.4
 HU1414:UTM  18      -  LUNGO                                    020 06 38.7
 HU1414
 HU1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8505569665(NAD 83)
 HU1414
 HU1414|---------------------------------------------------------------------|
 HU1414| PID    Reference Object                     Distance      Geod. Az  |
 HU1414|                                                           dddmmss.s |
 HU1414| HU1411 OAK ORCHARD EAST HOUSE W GABLE      APPROX. 2.7 KM 0060552.0 |
 HU1414| HU1410 LUNGO                               APPROX. 3.0 KM 0200013.6 |
 HU1414| DC7899 CHAMPLIN RM 1                        15.175 METERS 09441     |
 HU1414| DC7900 CHAMPLIN RM 2                        12.845 METERS 15756     |
 HU1414| HU1415 DARK TWO STORY HOUSE SW GABLE       APPROX. 2.4 KM 3232119.9 |
 HU1414| HU1418 SPEARS BATHHOUSE SOUTH GABLE        APPROX. 2.3 KM 3571103.1 |
 HU1414| HU1412 CENTER CONICAL RED ROOF FLAG        APPROX. 2.4 KM 3582443.3 |
 HU1414| HU1413 DOCK CENTER SUMMERHOUSE FLAG        APPROX. 2.3 KM 3592601.6 |
 HU1414|---------------------------------------------------------------------|
 HU1414
 HU1414                          SUPERSEDED SURVEY CONTROL
 HU1414
 HU1414  NAD 83(1986)-  38 34 31.14703(N)    075 10 17.65412(W) AD(       ) 3
 HU1414  NAD 27      -  38 34 30.74000(N)    075 10 18.99700(W) AD(       ) 3
 HU1414
 HU1414.Superseded values are not recommended for survey control.
 HU1414
 HU1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1414.See file dsdata.pdf to determine how the superseded data were derived.
 HU1414
 HU1414_MARKER: DS = TRIANGULATION STATION DISK
 HU1414_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HU1414_STAMPING: CHAMPLIN 1934
 HU1414_MARK LOGO: CGS
 HU1414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1414
 HU1414  HISTORY     - Date     Condition        Report By
 HU1414  HISTORY     - 1934     MONUMENTED       CGS
 HU1414  HISTORY     - 1943     GOOD             CGS
 HU1414  HISTORY     - 1962     GOOD             CGS
 HU1414  HISTORY     - 1974     GOOD             LOCENG
 HU1414  HISTORY     - 20120210 MARK NOT FOUND   DELCOS
 HU1414
 HU1414                          STATION DESCRIPTION
 HU1414
 HU1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1414'LOCATED ON THE S BANK OF INDIAN RIVER ON CHAMPLIN NECK ABOUT
 HU1414'MIDWAY BETWEEN SANDY LANDING AND THE MOUTH OF BLACKWATER CREEK
 HU1414'AND DUE SE OF ROCK POINT ON PINE NECK.  THE STATION IS SET AT
 HU1414'THE NW EDGE OF A HEAVILY WOODED SECTION OF HIGH GROUND
 HU1414'EXTENDING TO THE RIVERS EDGE AND BOUNDED ON THE E AND W BY
 HU1414'MARSH.  IT IS SET IN FLAT SANDY SOIL ABOUT 20 METERS BACK FROM
 HU1414'THE HIGH-WATER LINE ON THE N AND 10 METERS E OF THE MARSH AREA
 HU1414'ON THE W.  STATION AND REFERENCE MARKS ARE SURROUNDED BY SMALL
 HU1414'PINES AND BRUSH WITH LARGER AND DENSER PINES LYING JUST
 HU1414'INSHORE.
 HU1414'
 HU1414'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 HU1414'IN A TILE.
 HU1414'
 HU1414'NO UNDERGROUND STATION MARK COULD BE SET DUE TO WETNESS
 HU1414'OF THE GROUND WHEN THE MARKS WERE ESTABLISHED.
 HU1414'
 HU1414'THE STATION IS BEST REACHED BY WATER.
 HU1414
 HU1414                          STATION RECOVERY (1943)
 HU1414
 HU1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1414'RECOVERED AS DESCRIBED, EXCEPT FOR THE FOLLOWING DISCREPANCIES--
 HU1414'
 HU1414'1.  REFERENCE MARK 1 IS 49.75 FEET OR 15.165 METERS SE OF THE
 HU1414'STATION.
 HU1414'
 HU1414'2.  REFERENCE MARK 2 IS 42.17 FEET OR 12.853 METERS S
 HU1414'OF THE STATION.
 HU1414'
 HU1414'3.  FROM REFERENCE MARK 1 TO REFERENCE MARK 2 IT IS 48.63
 HU1414'FEET OR 14.823 METERS.
 HU1414
 HU1414                          STATION RECOVERY (1962)
 HU1414
 HU1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO)
 HU1414'THE STATION IS NOW IN THE AREA OF NEW DEVELOPMENT AND NEW
 HU1414'COTTAGES HAVE BEEN BUILT NEAR THE STATION LOCATION, ALSO A
 HU1414'SEA-WALL ALONG THE SHORE LINE, AND THE AREA HAS BEEN FILLED
 HU1414'IN WITH ABOUT 1 FOOT OF SAND.  THE STATION MARK WAS RECOVERED
 HU1414'AND FOUND TO BE IN GOOD CONDITION, IT IS 29.35 FEET N OF
 HU1414'THE NW CORNER OF THE CONCRETE SLAB FOUNDATION OF A PAINTED RED
 HU1414'COTTAGED, 35.10 FEET NNW OF THE NE CORNER OF SAME COTTAGE AND
 HU1414'26.0 FEET SOUTH OF THE SEA-WALL.  THE MARK IS ABOUT 1 FOOT
 HU1414'BELOW THE SURFACE OF THE GROUND.  THE REFERENCE MARKS WERE
 HU1414'NOT FOUND, REFERENCE MARK NO.1 PROBABLY RECOVERABLE ABOUT
 HU1414'1 FOOT BELOW THE SURFACE OF THE GROUND, REFERENCE MARK NO.2
 HU1414'IS UNDER THE CONCRETE SLAB OF THE RED COTTAGE.
 HU1414
 HU1414                          STATION RECOVERY (1974)
 HU1414
 HU1414'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 HU1414'RECOVERED BY GILBERT INC.
 HU1414'
 HU1414'STATION FOUND IN GOOD CONDITION.  STATION WAS FOUND BY USING
 HU1414'RECOVERY NOTE BY C.F.O. IN 1962.
 HU1414
 HU1414                          STATION RECOVERY (2012)
 HU1414
 HU1414'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU1414'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3799 ***********************************************************************
 JU3799  DESIGNATION -  CHESAPEAKE CITY 3RD BRI N PIER
 JU3799  PID         -  JU3799
 JU3799  STATE/COUNTY-  DE/NEW CASTLE
 JU3799  COUNTRY     -  US
 JU3799  USGS QUAD   -  SAINT GEORGES (2016)
 JU3799
 JU3799                         *CURRENT SURVEY CONTROL
 JU3799  ______________________________________________________________________
 JU3799* NAD 83(1991) POSITION- 39 32 50.54254(N) 075 42 07.59698(W)   ADJUSTED
 JU3799  ______________________________________________________________________
 JU3799  GEOID HEIGHT    -        -33.282 (meters)                     GEOID18
 JU3799  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 JU3799  HORZ ORDER      -  THIRD
 JU3799
 JU3799.The horizontal coordinates were established by classical geodetic methods
 JU3799.and adjusted by the National Geodetic Survey in January 1992.
 JU3799
 JU3799.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3799.GEOID18 height accuracy estimate available here.
 JU3799
 JU3799.Click photographs - Photos may exist for this station.
 JU3799
 JU3799.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3799
 JU3799. The following values were computed from the NAD 83(1991) position.
 JU3799
 JU3799;                    North         East     Units Scale Factor Converg.
 JU3799;SPC DE       -   171,813.752   175,464.798   MT  1.00000241   -0 10 54.3
 JU3799;SPC DE       -   563,692.28    575,670.76   sFT  1.00000241   -0 10 54.3
 JU3799;SPC MD       -   209,567.637   511,558.415   MT  1.00001848   +0 48 52.6
 JU3799;SPC MD       -   687,556.49  1,678,337.90   sFT  1.00001848   +0 48 52.6
 JU3799;UTM  18      - 4,377,757.357   439,673.963   MT  0.99964480   -0 26 49.4
 JU3799
 JU3799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3967377757(NAD 83)
 JU3799
 JU3799                          SUPERSEDED SURVEY CONTROL
 JU3799
 JU3799  NAD 83(1986)-  39 32 50.53641(N)    075 42 07.60828(W) AD(       ) 3
 JU3799  NAD 27      -  39 32 50.13100(N)    075 42 08.87100(W) AD(       ) 3
 JU3799
 JU3799.Superseded values are not recommended for survey control.
 JU3799
 JU3799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3799.See file dsdata.pdf to determine how the superseded data were derived.
 JU3799
 JU3799_MARKER: DD = SURVEY DISK
 JU3799_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU3799_SP_SET: BRIDGE PIER
 JU3799_MARK LOGO: CGS
 JU3799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU3799
 JU3799  HISTORY     - Date     Condition        Report By
 JU3799  HISTORY     - UNK      MONUMENTED       USACE
 JU3799  HISTORY     - 1943     GOOD             CGS
 JU3799
 JU3799                          STATION DESCRIPTION
 JU3799
 JU3799'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (RLS)
 JU3799'THE STATION IS LOCATED ABOUT 5.5 MILES E OF CHESAPEAKE CITY, ALONG
 JU3799'THE DELAWARE-CHESAPEAKE CANAL, AT THE PENNSYLVANIA RAILROAD
 JU3799'LIFT BRIDGE.  IT IS ABOUT 6 FEET E OF THE E RAIL, 5 FEET LOWER
 JU3799'THAN THE TRACKS, IN THE N PIER OF THE BRIDGE, AT THE N END OF THE
 JU3799'COUNTERPOISE STRUCTURE.
 JU3799'
 JU3799'STATION MARK IS AN UNSTAMPED CORPS OF ENGINEERS, U.S. ARMY,
 JU3799'BRONZE DISK SET FLUSH WITH THE CONCRETE.
 JU3799'
 JU3799'OFFICE NOTE--THIS MARK IS EVIDENTLY ON THE PIER LOCATED BY THE
 JU3799'U.S.C. AND G.S. IN 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3800 ***********************************************************************
 JU3800  DESIGNATION -  CHESAPEAKE CITY 3RD BRI S PIER
 JU3800  PID         -  JU3800
 JU3800  STATE/COUNTY-  DE/NEW CASTLE
 JU3800  COUNTRY     -  US
 JU3800  USGS QUAD   -  SAINT GEORGES (2016)
 JU3800
 JU3800                         *CURRENT SURVEY CONTROL
 JU3800  ______________________________________________________________________
 JU3800* NAD 83(1991) POSITION- 39 32 48.36201(N) 075 42 08.20860(W)   ADJUSTED
 JU3800* NAVD 88 ORTHO HEIGHT -    15.    (meters)       49.    (feet) SCALED
 JU3800  ______________________________________________________________________
 JU3800  GEOID HEIGHT    -        -33.284 (meters)                     GEOID18
 JU3800  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 JU3800  HORZ ORDER      -  THIRD
 JU3800
 JU3800.The horizontal coordinates were established by classical geodetic methods
 JU3800.and adjusted by the National Geodetic Survey in January 1992.
 JU3800
 JU3800.The orthometric height was scaled from a topographic map.
 JU3800
 JU3800.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3800.GEOID18 height accuracy estimate available here.
 JU3800
 JU3800.Click photographs - Photos may exist for this station.
 JU3800
 JU3800.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3800
 JU3800. The following values were computed from the NAD 83(1991) position.
 JU3800
 JU3800;                    North         East     Units Scale Factor Converg.
 JU3800;SPC DE       -   171,746.550   175,449.982   MT  1.00000242   -0 10 54.7
 JU3800;SPC DE       -   563,471.81    575,622.15   sFT  1.00000242   -0 10 54.7
 JU3800;SPC MD       -   209,500.186   511,544.768   MT  1.00001836   +0 48 52.2
 JU3800;SPC MD       -   687,335.19  1,678,293.13   sFT  1.00001836   +0 48 52.2
 JU3800;UTM  18      - 4,377,690.248   439,658.840   MT  0.99964483   -0 26 49.8
 JU3800
 JU3800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3800!SPC DE       -   1.00000291  x   1.00000242  =   1.00000533
 JU3800!SPC MD       -   1.00000291  x   1.00001836  =   1.00002127
 JU3800!UTM  18      -   1.00000291  x   0.99964483  =   0.99964773
 JU3800
 JU3800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3965877690(NAD 83)
 JU3800
 JU3800                          SUPERSEDED SURVEY CONTROL
 JU3800
 JU3800  NAD 83(1986)-  39 32 48.35581(N)    075 42 08.21974(W) AD(       ) 3
 JU3800  NAD 27      -  39 32 47.95100(N)    075 42 09.48000(W) AD(       ) 3
 JU3800
 JU3800.Superseded values are not recommended for survey control.
 JU3800
 JU3800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3800.See file dsdata.pdf to determine how the superseded data were derived.
 JU3800
 JU3800_MARKER: DD = SURVEY DISK
 JU3800_SETTING: 0 = UNSPECIFIED SETTING
 JU3800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3800
 JU3800  HISTORY     - Date     Condition        Report By
 JU3800  HISTORY     - 1933     MONUMENTED       USACE
 JU3800  HISTORY     - 1943     MARK NOT FOUND   CGS
 JU3800
 JU3800                          STATION DESCRIPTION
 JU3800
 JU3800'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (RLS)
 JU3800'THE U.S.E. DISK WAS THOROUGHLY SEARCHED FOR.  IT IS RECOMMENDED
 JU3800'THE STATION BE CLASSIFIED AS LOST.
 JU3800'
 JU3800'OFFICE NOTE--THIS MARK IS EVIDENTLY ON THE PIER LOCATED BY THE
 JU3800'U.S.C. AND G.S. IN 1934.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3796 ***********************************************************************
 JU3796  DESIGNATION -  CHESAPEAKE CITY BRIDGE N PIER
 JU3796  PID         -  JU3796
 JU3796  STATE/COUNTY-  DE/NEW CASTLE
 JU3796  COUNTRY     -  US
 JU3796  USGS QUAD   -  SAINT GEORGES (2016)
 JU3796
 JU3796                         *CURRENT SURVEY CONTROL
 JU3796  ______________________________________________________________________
 JU3796* NAD 83(1991) POSITION- 39 32 33.20724(N) 075 43 32.25043(W)   ADJUSTED
 JU3796* NAVD 88 ORTHO HEIGHT -    15.    (meters)       49.    (feet) SCALED
 JU3796  ______________________________________________________________________
 JU3796  GEOID HEIGHT    -        -33.282 (meters)                     GEOID18
 JU3796  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 JU3796  HORZ ORDER      -  THIRD
 JU3796
 JU3796.The horizontal coordinates were established by classical geodetic methods
 JU3796.and adjusted by the National Geodetic Survey in January 1992.
 JU3796
 JU3796.The orthometric height was scaled from a topographic map.
 JU3796
 JU3796.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3796.GEOID18 height accuracy estimate available here.
 JU3796
 JU3796.Click photographs - Photos may exist for this station.
 JU3796
 JU3796.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3796
 JU3796. The following values were computed from the NAD 83(1991) position.
 JU3796
 JU3796;                    North         East     Units Scale Factor Converg.
 JU3796;SPC DE       -   171,285.799   173,441.749   MT  1.00000368   -0 11 48.1
 JU3796;SPC DE       -   561,960.16    569,033.47   sFT  1.00000368   -0 11 48.1
 JU3796;SPC MD       -   209,004.574   509,544.822   MT  1.00001750   +0 47 59.4
 JU3796;SPC MD       -   685,709.17  1,671,731.64   sFT  1.00001750   +0 47 59.4
 JU3796;UTM  18      - 4,377,238.962   437,649.213   MT  0.99964786   -0 27 43.1
 JU3796
 JU3796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3796!SPC DE       -   1.00000291  x   1.00000368  =   1.00000659
 JU3796!SPC MD       -   1.00000291  x   1.00001750  =   1.00002041
 JU3796!UTM  18      -   1.00000291  x   0.99964786  =   0.99965076
 JU3796
 JU3796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3764977238(NAD 83)
 JU3796
 JU3796                          SUPERSEDED SURVEY CONTROL
 JU3796
 JU3796  NAD 83(1986)-  39 32 33.20105(N)    075 43 32.26229(W) AD(       ) 3
 JU3796  NAD 27      -  39 32 32.80000(N)    075 43 33.52000(W) AD(       ) 3
 JU3796
 JU3796.Superseded values are not recommended for survey control.
 JU3796
 JU3796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3796.See file dsdata.pdf to determine how the superseded data were derived.
 JU3796
 JU3796_MARKER: DD = SURVEY DISK
 JU3796_SETTING: 0 = UNSPECIFIED SETTING
 JU3796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3796
 JU3796  HISTORY     - Date     Condition        Report By
 JU3796  HISTORY     - 1933     MONUMENTED       USACE
 JU3796  HISTORY     - 1943     GOOD             CGS
 JU3796  HISTORY     - 20050817 MARK NOT FOUND   GEOCAC
 JU3796
 JU3796                          STATION DESCRIPTION
 JU3796
 JU3796'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (RLS)
 JU3796'STATION IS LOCATED ON THE N PIER OF THE LIFT BRIDGE OVER THE
 JU3796'DELAWARE-CHESAPEAKE CANAL AT SUMMIT BRIDGE, 5 METERS E OF CENTER
 JU3796'LINE OF STATE HIGHWAY 71, 2 METERS S OF N END OF BRIDGE, AND AT
 JU3796'N END OF STEEL HANDRAIL.
 JU3796'
 JU3796'STATION MARK IS AN UNSTAMPED CORPS OF ENGINEERS, U.S. ARMY,
 JU3796'BRONZE DISK SET FLUSH WITH CURB.
 JU3796'
 JU3796'OFFICE NOTE--THIS MARK IS EVIDENTLY ON THE PIER LOCATED BY THE
 JU3796'U.S.C. AND G.S. IN 1934.
 JU3796
 JU3796                          STATION RECOVERY (2005)
 JU3796
 JU3796'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU3796'THE BRIDGE HAS BEEN RAZED AND REPLACED WITH A NEW BRIDGE ABOUT 0.67
 JU3796'MILES TO THE WEST.  NO TRACE OF THE OLD BRIDGE REMAINS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3797 ***********************************************************************
 JU3797  DESIGNATION -  CHESAPEAKE CITY BRIDGE S PIER
 JU3797  PID         -  JU3797
 JU3797  STATE/COUNTY-  DE/NEW CASTLE
 JU3797  COUNTRY     -  US
 JU3797  USGS QUAD   -  SAINT GEORGES (2016)
 JU3797
 JU3797                         *CURRENT SURVEY CONTROL
 JU3797  ______________________________________________________________________
 JU3797* NAD 83(1991) POSITION- 39 32 31.08067(N) 075 43 31.90188(W)   ADJUSTED
 JU3797* NAVD 88 ORTHO HEIGHT -    15.    (meters)       49.    (feet) SCALED
 JU3797  ______________________________________________________________________
 JU3797  GEOID HEIGHT    -        -33.284 (meters)                     GEOID18
 JU3797  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 JU3797  HORZ ORDER      -  THIRD
 JU3797
 JU3797.The horizontal coordinates were established by classical geodetic methods
 JU3797.and adjusted by the National Geodetic Survey in January 1992.
 JU3797
 JU3797.The orthometric height was scaled from a topographic map.
 JU3797
 JU3797.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3797.GEOID18 height accuracy estimate available here.
 JU3797
 JU3797.Click photographs - Photos may exist for this station.
 JU3797
 JU3797.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3797
 JU3797. The following values were computed from the NAD 83(1991) position.
 JU3797
 JU3797;                    North         East     Units Scale Factor Converg.
 JU3797;SPC DE       -   171,220.186   173,449.847   MT  1.00000368   -0 11 47.9
 JU3797;SPC DE       -   561,744.89    569,060.04   sFT  1.00000368   -0 11 47.9
 JU3797;SPC MD       -   208,939.111   509,554.060   MT  1.00001738   +0 47 59.6
 JU3797;SPC MD       -   685,494.40  1,671,761.95   sFT  1.00001738   +0 47 59.6
 JU3797;UTM  18      - 4,377,173.336   437,657.004   MT  0.99964785   -0 27 42.9
 JU3797
 JU3797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3797!SPC DE       -   1.00000291  x   1.00000368  =   1.00000659
 JU3797!SPC MD       -   1.00000291  x   1.00001738  =   1.00002029
 JU3797!UTM  18      -   1.00000291  x   0.99964785  =   0.99965075
 JU3797
 JU3797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3765777173(NAD 83)
 JU3797
 JU3797                          SUPERSEDED SURVEY CONTROL
 JU3797
 JU3797  NAD 83(1986)-  39 32 31.07446(N)    075 43 31.91375(W) AD(       ) 3
 JU3797  NAD 27      -  39 32 30.67000(N)    075 43 33.17000(W) AD(       ) 3
 JU3797
 JU3797.Superseded values are not recommended for survey control.
 JU3797
 JU3797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3797.See file dsdata.pdf to determine how the superseded data were derived.
 JU3797
 JU3797_MARKER: DD = SURVEY DISK
 JU3797_SETTING: 0 = UNSPECIFIED SETTING
 JU3797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3797
 JU3797  HISTORY     - Date     Condition        Report By
 JU3797  HISTORY     - 1933     MONUMENTED       USACE
 JU3797  HISTORY     - 1943     GOOD             CGS
 JU3797  HISTORY     - 20050817 MARK NOT FOUND   GEOCAC
 JU3797
 JU3797                          STATION DESCRIPTION
 JU3797
 JU3797'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (RLS)
 JU3797'STATION IS LOCATED JUST S OF THE LIFT BRIDGE OVER THE
 JU3797'DELAWARE-CHESAPEAKE CANAL AT SUMMIT BRIDGE, 9 METERS E OF CENTER
 JU3797'LINE OF STATE HIGHWAY 71, 95 METERS S OF S END OF THE BRIDGE, 2
 JU3797'FEET W OF A WHITE WOODEN WITNESS POST.
 JU3797'
 JU3797'STATION MARK IS AN UNSTAMPED CORPS OF ENGINEERS, U.S. ARMY,
 JU3797'BRONZE DISK PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 JU3797'
 JU3797'OFFICE NOTE--THIS MARK IS EVIDENTLY ON THE PIER LOCATED BY THE
 JU3797'U.S.C. AND G.S. IN 1934.
 JU3797
 JU3797                          STATION RECOVERY (2005)
 JU3797
 JU3797'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU3797'THE BRIDGE HAS BEEN RAZED AND REPLACED WITH A NEW BRIDGE ABOUT 0.67
 JU3797'MILES TO THE WEST.  NO TRACE OF THE OLD BRIDGE REMAINS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1659 ***********************************************************************
 JU1659  DESIGNATION -  CHESTNUT
 JU1659  PID         -  JU1659
 JU1659  STATE/COUNTY-  DE/NEW CASTLE
 JU1659  COUNTRY     -  US
 JU1659  USGS QUAD   -  NEWARK WEST (2016)
 JU1659
 JU1659                         *CURRENT SURVEY CONTROL
 JU1659  ______________________________________________________________________
 JU1659* NAD 83(1991) POSITION- 39 39 02.14375(N) 075 46 10.57202(W)   ADJUSTED
 JU1659* NAVD 88 ORTHO HEIGHT -    89.337 (meters)      293.10  (feet) ADJUSTED
 JU1659  ______________________________________________________________________
 JU1659  GEOID HEIGHT    -        -33.036 (meters)                     GEOID18
 JU1659  LAPLACE CORR    -          1.32  (seconds)                    DEFLEC18
 JU1659  DYNAMIC HEIGHT  -         89.295 (meters)      292.96  (feet) COMP
 JU1659  MODELED GRAVITY -    980,154.7   (mgal)                       NAVD 88
 JU1659
 JU1659  HORZ ORDER      -  THIRD
 JU1659  VERT ORDER      -  SECOND    CLASS 0
 JU1659
 JU1659.The horizontal coordinates were established by classical geodetic methods
 JU1659.and adjusted by the National Geodetic Survey in January 1992.
 JU1659
 JU1659.The orthometric height was determined by differential leveling and
 JU1659.adjusted by the NATIONAL GEODETIC SURVEY
 JU1659.in June 1991.
 JU1659
 JU1659.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1659.GEOID18 height accuracy estimate available here.
 JU1659
 JU1659.Click photographs - Photos may exist for this station.
 JU1659
 JU1659.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1659
 JU1659.The dynamic height is computed by dividing the NAVD 88
 JU1659.geopotential number by the normal gravity value computed on the
 JU1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1659.degrees latitude (g = 980.6199 gals.).
 JU1659
 JU1659.The modeled gravity was interpolated from observed gravity values.
 JU1659
 JU1659. The following values were computed from the NAD 83(1991) position.
 JU1659
 JU1659;                    North         East     Units Scale Factor Converg.
 JU1659;SPC DE       -   183,294.799   169,708.442   MT  1.00000629   -0 13 30.8
 JU1659;SPC DE       -   601,359.69    556,785.11   sFT  1.00000629   -0 13 30.8
 JU1659;SPC MD       -   220,947.085   505,603.032   MT  1.00004125   +0 46 20.1
 JU1659;SPC MD       -   724,890.56  1,658,799.28   sFT  1.00004125   +0 46 20.1
 JU1659;SPC PA S     -    37,133.360   769,967.811   MT  1.00005623   +1 17 05.5
 JU1659;SPC PA S     -   121,828.37  2,526,136.06   sFT  1.00005623   +1 17 05.5
 JU1659;UTM  18      - 4,389,260.878   433,972.915   MT  0.99965367   -0 29 28.0
 JU1659
 JU1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1659!SPC DE       -   0.99999117  x   1.00000629  =   0.99999746
 JU1659!SPC MD       -   0.99999117  x   1.00004125  =   1.00003242
 JU1659!SPC PA S     -   0.99999117  x   1.00005623  =   1.00004740
 JU1659!UTM  18      -   0.99999117  x   0.99965367  =   0.99964484
 JU1659
 JU1659:                Primary Azimuth Mark                     Grid Az
 JU1659:SPC DE       -  CHESTNUT AZ MK                           066 37 55.0
 JU1659:SPC MD       -  CHESTNUT AZ MK                           065 38 04.1
 JU1659:SPC PA S     -  CHESTNUT AZ MK                           065 07 18.7
 JU1659:UTM  18      -  CHESTNUT AZ MK                           066 53 52.2
 JU1659
 JU1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3397289260(NAD 83)
 JU1659
 JU1659|---------------------------------------------------------------------|
 JU1659| PID    Reference Object                     Distance      Geod. Az  |
 JU1659|                                                           dddmmss.s |
 JU1659| CB1346 CHESTNUT AZ MK                                     0662424.2 |
 JU1659| JU1660 CHESTNUT RM 2                        21.455 METERS 08345     |
 JU1659| JU1658 CHESTNUT RM 1                        23.728 METERS 34217     |
 JU1659|---------------------------------------------------------------------|
 JU1659
 JU1659                          SUPERSEDED SURVEY CONTROL
 JU1659
 JU1659  NAD 83(1986)-  39 39 02.13797(N)    075 46 10.57836(W) AD(       ) 3
 JU1659  NAD 27      -  39 39 01.74300(N)    075 46 11.82240(W) AD(       ) 3
 JU1659  NGVD 29              89.67   (m)          294.2    (f) LEVELING    3  
 JU1659  NGVD 29 (11/26/84)   89.674  (m)          294.21   (f) ADJUSTED    2 0
 JU1659
 JU1659.Superseded values are not recommended for survey control.
 JU1659
 JU1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1659.See file dsdata.pdf to determine how the superseded data were derived.
 JU1659
 JU1659_MARKER: DS = TRIANGULATION STATION DISK
 JU1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1659_STAMPING: CHESTNUT 1958
 JU1659_MARK LOGO: CGS
 JU1659_PROJECTION: PROJECTING 10 CENTIMETERS
 JU1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1659+STABILITY: SURFACE MOTION
 JU1659
 JU1659  HISTORY     - Date     Condition        Report By
 JU1659  HISTORY     - 1958     MONUMENTED       CGS
 JU1659  HISTORY     - 1964     GOOD             CGS
 JU1659  HISTORY     - 1964     GOOD             CGS
 JU1659  HISTORY     - 1971     GOOD             NGS
 JU1659  HISTORY     - 19910101 MARK NOT FOUND   USGS
 JU1659
 JU1659                          STATION DESCRIPTION
 JU1659
 JU1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JU1659'STATION IS LOCATED ABOUT 2.0 MILES SOUTHWEST OF NEWARK,
 JU1659'ABOUT 4-1/2 MILES NORTHEAST OF ELKTON, ABOUT 1.0 MILE EAST OF
 JU1659'THE MARYLAND-DELAWARE STATE LINE AND ON A HIGH HILL LOCALLY
 JU1659'KNOWN AS CHESTNUT HILL.  STATION IS IN THE NORTHEAST CORNER
 JU1659'OF CLEARED FIELD, 40 FEET NORTH-NORTHWEST OF A WILD CHERRY
 JU1659'TREE, 13 FEET WEST OF FENCELINE, 13-1/2 FEET SOUTHWEST OF
 JU1659'THE NORTHEAST CORNER OF CLEARED FIELD, 13-1/2 FEET SOUTHWEST
 JU1659'OF A PERSIMMON TREE AND 2-1/2 FEET WEST-SOUTHWEST OF WITNESS
 JU1659'POST.  THE MARK IS A STANDARD DISK SET IN A 12X12 INCH
 JU1659'CONCRETE MONUMENT, PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JU1659'CHESTNUT 1958.
 JU1659'
 JU1659'REFERENCE MARK NO. 1 IS 5 FEET WEST OF FENCELINE,8 FEET
 JU1659'SOUTHWEST OF CHERRY TREE AND 6-1/2 FEET NORTHWEST OF CHERRY
 JU1659'TREE.  THE MARK IS A STANDARD REFERENCE MARK DISK SET IN A
 JU1659'12X12 INCH CONCRETE MONUMENT, PROJECTS 4 INCHES AND THE DISK
 JU1659'IS STAMPED CHESTNUT NO 1 1958.
 JU1659'
 JU1659'REFERENCE MARK NO. 2 IS 27 FEET SOUTHEAST OF A TWIN POPLAR
 JU1659'TREE AND 7 FEET SOUTH OF A WILD CHERRY TREE.  THE MARK IS A
 JU1659'STANDARD REFERENCE MARK DISK SET IN A 12X12 INCH CONCRETE
 JU1659'MONUMENT, PROJECTS 3 INCHES AND THE DISK IS STAMPED CHESTNUT
 JU1659'NO 2 1958.
 JU1659'
 JU1659'AZIMUTH MARK IS 22 FEET SOUTHEAST OF APPROXIMATE CENTERLINE
 JU1659'OF STATE HIGHWAY NO. 279, 43-1/2 FEET EAST-SOUTHEAST OF
 JU1659'POWERLINE POLE NO. 35 AND 2-1/2 FEET NORTH-NORTHEAST OF A
 JU1659'WITNESS POST.  THE MARK IS A STANDARD AZIMUTH DISK SET IN A
 JU1659'12X12 INCH CONCRETE MONUMENT, FLUSH WITH THE GROUND AND THE
 JU1659'DISK IS STAMPED CHESTNUT 1958.
 JU1659'
 JU1659'TO REACH FROM THE POST OFFICE IN ELKTON, MARYLAND, GO
 JU1659'EASTERLY ON STATE HIGHWAY NO. 7 FOR 0.05 MILE TO JUNCTION OF
 JU1659'STATE HIGHWAY NO. 279.  TURN LEFT AND GO NORTHERLY ON STATE
 JU1659'HIGHWAY NO. 279 FOR 2.0 MILES TO FORKS.  TAKE RIGHT FORK AND
 JU1659'GO EASTERLY ON STATE HIGHWAY NO. 279 FOR 0.4 MILE TO SERVICE
 JU1659'STATION ON RIGHT (SOUTH) SIDE OF HIGHWAY.  CONTINUE EASTERLY
 JU1659'ON STATE HIGHWAY NO. 279 FOR 0.85 MILE TO AZIMUTH MARK ON
 JU1659'RIGHT (SOUTH) SIDE OF HIGHWAY AS DESCRIBED.  CONTINUE EASTERLY
 JU1659'ON STATE HIGHWAY NO. 279 FOR 0.65 MILE TO SIDE ROAD
 JU1659'RIGHT.  TURN RIGHT AND GO SOUTHERLY ON GRAVELED ROAD FOR
 JU1659'0.35 MILE TO RAILROAD TRACKS.  CROSS TRACKS AND CONTINUE
 JU1659'SOUTHERLY ON GRAVELED ROAD FOR 0.25 MILE TO T INTERSECTION.
 JU1659'TURN LEFT AND GO EASTERLY ON SURFACED ROAD FOR 0.65 MILE TO
 JU1659'CROSSROADS.  CONTINUE EASTERLY ON SURFACED ROAD
 JU1659'FOR 0.5 MILE TO FIELD DRIVEWAY ON LEFT (NORTH) SIDE OF
 JU1659'ROAD.  TURN LEFT THENCE RIGHT AND GO EASTERLY ALONG THE
 JU1659'SOUTH EDGE OF FIELD FOR 0.05 MILE TO SOUTHEAST CORNER OF
 JU1659'FIELD.  TURN LEFT AND GO NORTHERLY ALONG THE EAST EDGE OF
 JU1659'FIELD FOR 0.05 MILE TO NORTHEAST CORNER OF FIELD AND
 JU1659'STATION NEAR FENCE CORNER AS DESCRIBED.
 JU1659'
 JU1659'NOTE--A 77 FT. TOWER AT STATION GRAYS HILL IS VG.
 JU1659'
 JU1659'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 JU1659
 JU1659                          STATION RECOVERY (1964)
 JU1659
 JU1659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 JU1659'THE STATION MARK AND THE TWO REFERENCE MARKS WERE RECOVERED
 JU1659'AS DESCRIBE AND FOUND TO BE IN GOOD CONDITION, THE AZIMUTH
 JU1659'MARK WAS RECOVERED AND IS IN GOOD CONDITION, IT IS NEAR
 JU1659'THE NORTHEAST RAMP OF MARYLAND STATE HIGHWAY 279 AND THE
 JU1659'NORTHEASTERN EXPRESSWAY, 84 FEET SOUTHWEST OF POWERLINE POLE
 JU1659'NO. 33, 76 FEET SOUTHEAST OF CENTERLINE OF THE HIGHWAY, 77
 JU1659'FEET NORTHEAST OF THE ELECTRIC LIGHT POLE OF THE INTERCHANGE,
 JU1659'13 FEET WEST OF THE BOUNDARY FENCE AND 2.5 FEET NORTHEAST OF
 JU1659'THE METAL WITNESS POST.  A STANDARD AZIMUTH MARK DISK SET IN
 JU1659'A 12 X 12-INCH CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 JU1659'THE DISK IS STAMPED CHESTNUT 1958.
 JU1659'
 JU1659'TO REACH THE STATION FROM THE PENNSYLVANIA RAILROAD OVERPASS
 JU1659'IN THE SOUTH PART OF NEWARK, GO SOUTHERLY ON HIGHWAY 896 FOR
 JU1659'1.0 MILE THEN WESTERLY ON A MACADAM ROAD FOR 1.25 MILE TO
 JU1659'TOP OF THE HILL, TURN RIGHT GO NORTH ALONG OLD FENCE AND
 JU1659'WEST EDGE OF THE FIELD FOR 0.05 MILE TO CORNER OF THE WOOD
 JU1659'AND STATION.  TO REACH THE AZIMUTH MARK CONTINUE WEST ON THE
 JU1659'MACADAM ROAD FOR 1.2 MILES TO A SIDE ROAD RIGHT, TURN RIGHT,
 JU1659'GO NORTH 0.6 MILE TO HIGHWAY 279, TURN LEFT, GO SOUTHWEST ON
 JU1659'THE HIGHWAY FOR 0.7 MILE TO AZIMUTH MARK ON THE LEFT AS
 JU1659'DESCRIBED.
 JU1659
 JU1659                          STATION RECOVERY (1964)
 JU1659
 JU1659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU1659'2.2 MI SW FROM NEWARK.
 JU1659'1.0 MILE SOUTH ALONG STATE HIGHWAY 896 FROM THE HIGHWAY OVERPASS
 JU1659'OF THE PENNSYLVANIA RAILROAD IN THE SOUTH PART OF NEWARK, THENCE
 JU1659'ABOUT 1.25 MILE SOUTHWEST ALONG A MACADAM ROAD, THENCE NORTH
 JU1659'ALONG A FENCE ROW 0.05 MILE.  NEAR SOUTHEAST CORNER OF THE WOODS,
 JU1659'13.5 FEET SOUTHWESET OF A PERSIMMON TREE, 12 FEET WEST OF THE
 JU1659'FENCE LINE AND 3.5 FEET SOUTHWEST OF A METAL WITNESS POST, A
 JU1659'STANDARD STATION MARK DISK IN THE TOP OF A CONCRETE MONUMENT AND
 JU1659'PROJECTS 3-INCHES.
 JU1659
 JU1659                          STATION RECOVERY (1971)
 JU1659
 JU1659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (NER)
 JU1659'STATION, REFERENCE MARKS NO 1, 2 AND THE AZIMUTH MARK WERE
 JU1659'RECOVERED AS DESCRIBED BY J.C. ELLERBE IN 1958.  DIRECTIONS
 JU1659'AND MEASUREMENTS WERE MADE TO THE REFERENCE MARKS, ALSO THE
 JU1659'AZIMUTH MARK IS NOT VG.  THE 1958 DESCRIPTION IS ADEQUATE.
 JU1659'
 JU1659'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU1659
 JU1659                          STATION RECOVERY (1991)
 JU1659
 JU1659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1659'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1658 ***********************************************************************
 JU1658  DESIGNATION -  CHESTNUT RM 1
 JU1658  PID         -  JU1658
 JU1658  STATE/COUNTY-  DE/NEW CASTLE
 JU1658  COUNTRY     -  US
 JU1658  USGS QUAD   -  NEWARK WEST (2016)
 JU1658
 JU1658                         *CURRENT SURVEY CONTROL
 JU1658  ______________________________________________________________________
 JU1658* NAD 83(1986) POSITION- 39 39 02.87   (N) 075 46 10.88   (W)   HD_HELD1
 JU1658* NAVD 88 ORTHO HEIGHT -    89.037 (meters)      292.12  (feet) ADJUSTED
 JU1658  ______________________________________________________________________
 JU1658  GEOID HEIGHT    -        -33.036 (meters)                     GEOID18
 JU1658  DYNAMIC HEIGHT  -         88.995 (meters)      291.98  (feet) COMP
 JU1658  MODELED GRAVITY -    980,154.7   (mgal)                       NAVD 88
 JU1658
 JU1658  VERT ORDER      -  SECOND    CLASS 0
 JU1658
 JU1658.The horizontal coordinates were determined by differentially corrected
 JU1658.hand held GPS observations or other comparable positioning techniques
 JU1658.and have an estimated accuracy of +/- 3 meters.
 JU1658
 JU1658.The orthometric height was determined by differential leveling and
 JU1658.adjusted by the NATIONAL GEODETIC SURVEY
 JU1658.in June 1991.
 JU1658
 JU1658.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1658.GEOID18 height accuracy estimate available here.
 JU1658
 JU1658.Click photographs - Photos may exist for this station.
 JU1658
 JU1658.The dynamic height is computed by dividing the NAVD 88
 JU1658.geopotential number by the normal gravity value computed on the
 JU1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1658.degrees latitude (g = 980.6199 gals.).
 JU1658
 JU1658.The modeled gravity was interpolated from observed gravity values.
 JU1658
 JU1658;                    North         East    Units  Estimated Accuracy
 JU1658;SPC DE       -   183,317.2     169,701.2     MT  (+/- 3 meters HH1 GPS) 
 JU1658
 JU1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3396589283(NAD 83)
 JU1658
 JU1658                          SUPERSEDED SURVEY CONTROL
 JU1658
 JU1658  NGVD 29 (11/26/84)   89.374  (m)          293.22   (f) ADJUSTED    2 0
 JU1658
 JU1658.Superseded values are not recommended for survey control.
 JU1658
 JU1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1658.See file dsdata.pdf to determine how the superseded data were derived.
 JU1658
 JU1658_MARKER: DR = REFERENCE MARK DISK
 JU1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1658_STAMPING: CHESTNUT NO 1 1958
 JU1658_MARK LOGO: CGS
 JU1658_PROJECTION: PROJECTING 8 CENTIMETERS
 JU1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1658+STABILITY: SURFACE MOTION
 JU1658
 JU1658  HISTORY     - Date     Condition        Report By
 JU1658  HISTORY     - 1958     MONUMENTED       CGS
 JU1658  HISTORY     - 1964     GOOD             CGS
 JU1658  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1658
 JU1658                          STATION DESCRIPTION
 JU1658
 JU1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1658'2.2 MI SW FROM NEWARK.
 JU1658'1.0 MILE SOUTH ALONG STATE HIGHWAY 896 FROM THE HIGHWAY OVERPASS
 JU1658'OF THE PENNSYLVANIA RAILROAD IN THE SOUTH PART OF NEWARK, THENCE
 JU1658'ABOUT 1.25 MILES SOUTHWEST ALONG A MACADAM ROAD, THENCE NORTH ALONG
 JU1658'A FENCE ROW FOR 0.05 MILE.  78 FEET SOUTH OF THE STATION MAR, 115
 JU1658'FEET SOUTHEAST OF R.M. NO. 2 AND 5 FEET WEST OF THE FENCE.
 JU1658'A STANDARD REFERENCE MARK DISK IN THE TOP OF A CONCRETE MONUMENT
 JU1658'AND PROJECTS 3-INCHES.
 JU1658
 JU1658                          STATION RECOVERY (1981)
 JU1658
 JU1658'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1658'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1660 ***********************************************************************
 JU1660  DESIGNATION -  CHESTNUT RM 2
 JU1660  PID         -  JU1660
 JU1660  STATE/COUNTY-  DE/NEW CASTLE
 JU1660  COUNTRY     -  US
 JU1660  USGS QUAD   -  NEWARK WEST (2016)
 JU1660
 JU1660                         *CURRENT SURVEY CONTROL
 JU1660  ______________________________________________________________________
 JU1660* NAD 83(1986) POSITION- 39 39 02.22   (N) 075 46 09.68   (W)   HD_HELD1
 JU1660* NAVD 88 ORTHO HEIGHT -    88.851 (meters)      291.51  (feet) ADJUSTED
 JU1660  ______________________________________________________________________
 JU1660  GEOID HEIGHT    -        -33.036 (meters)                     GEOID18
 JU1660  DYNAMIC HEIGHT  -         88.809 (meters)      291.37  (feet) COMP
 JU1660  MODELED GRAVITY -    980,154.7   (mgal)                       NAVD 88
 JU1660
 JU1660  VERT ORDER      -  SECOND    CLASS 0
 JU1660
 JU1660.The horizontal coordinates were determined by differentially corrected
 JU1660.hand held GPS observations or other comparable positioning techniques
 JU1660.and have an estimated accuracy of +/- 3 meters.
 JU1660
 JU1660.The orthometric height was determined by differential leveling and
 JU1660.adjusted by the NATIONAL GEODETIC SURVEY
 JU1660.in June 1991.
 JU1660
 JU1660.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1660.GEOID18 height accuracy estimate available here.
 JU1660
 JU1660.Click photographs - Photos may exist for this station.
 JU1660
 JU1660.The dynamic height is computed by dividing the NAVD 88
 JU1660.geopotential number by the normal gravity value computed on the
 JU1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1660.degrees latitude (g = 980.6199 gals.).
 JU1660
 JU1660.The modeled gravity was interpolated from observed gravity values.
 JU1660
 JU1660;                    North         East    Units  Estimated Accuracy
 JU1660;SPC DE       -   183,297.1     169,729.7     MT  (+/- 3 meters HH1 GPS) 
 JU1660
 JU1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3399489263(NAD 83)
 JU1660
 JU1660                          SUPERSEDED SURVEY CONTROL
 JU1660
 JU1660  NGVD 29 (11/26/84)   89.188  (m)          292.61   (f) ADJUSTED    2 0
 JU1660
 JU1660.Superseded values are not recommended for survey control.
 JU1660
 JU1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1660.See file dsdata.pdf to determine how the superseded data were derived.
 JU1660
 JU1660_MARKER: DR = REFERENCE MARK DISK
 JU1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1660_STAMPING: CHESTNUT NO 2 1958
 JU1660_MARK LOGO: CGS
 JU1660_PROJECTION: PROJECTING 5 CENTIMETERS
 JU1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1660+STABILITY: SURFACE MOTION
 JU1660
 JU1660  HISTORY     - Date     Condition        Report By
 JU1660  HISTORY     - 1958     MONUMENTED       CGS
 JU1660  HISTORY     - 1964     GOOD             CGS
 JU1660  HISTORY     - 19910101 MARK NOT FOUND   USGS
 JU1660
 JU1660                          STATION DESCRIPTION
 JU1660
 JU1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1660'2.2 MI SW FROM NEWARK.
 JU1660'1.0 MILE SOUTH ALONG STATE HIGHWAY 896 FROM THE HIGHWAY OVERPASS
 JU1660'OF THE PENNSYLVANIA RAILROAD IN THE SOUTH PART OF NEWARK, THENCE
 JU1660'ABOUT 1.25 MILE SOUTHWEST ALONG A MACADAM ROAD, THENCE 0.05
 JU1660'MILE NORTH ALONG A FENCE ROW.  NEAR EDGE OF THE WOODS, 115 FEET
 JU1660'NORTHWEST OF REFERENCE MARK NO. 1, 81 FEET WEST OF THE FENCE LINE
 JU1660'AND 74.4 FEET WEST OF THE STATION MARK.  A STANDARD REFERENCE
 JU1660'MARK DISK IN THE TOP OF A CONCRETE MONUMENT AND PROJECTS 2-INCHES.
 JU1660
 JU1660                          STATION RECOVERY (1991)
 JU1660
 JU1660'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1660'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3995 ***********************************************************************
 JU3995  PACS        -  This is a Primary Airport Control Station.
 JU3995  DESIGNATION -  CHESWOLD
 JU3995  PID         -  JU3995
 JU3995  STATE/COUNTY-  DE/KENT
 JU3995  COUNTRY     -  US
 JU3995  USGS QUAD   -  DOVER (2016)
 JU3995
 JU3995                         *CURRENT SURVEY CONTROL
 JU3995  ______________________________________________________________________
 JU3995* NAD 83(2011) POSITION- 39 13 07.09917(N) 075 35 39.70715(W)   ADJUSTED
 JU3995* NAD 83(2011) ELLIP HT-   -20.103 (meters)        (06/27/12)   ADJUSTED
 JU3995* NAD 83(2011) EPOCH   -  2010.00
 JU3995* NAVD 88 ORTHO HEIGHT -    13.91  (meters)       45.6   (feet) GPS OBS
 JU3995  ______________________________________________________________________
 JU3995  NAVD 88 orthometric height was determined with geoid model    GEOID96
 JU3995  GEOID HEIGHT    -        -34.079 (meters)                     GEOID96
 JU3995  GEOID HEIGHT    -        -34.082 (meters)                     GEOID18
 JU3995  NAD 83(2011) X  -  1,230,989.179 (meters)                     COMP
 JU3995  NAD 83(2011) Y  - -4,792,428.866 (meters)                     COMP
 JU3995  NAD 83(2011) Z  -  4,011,138.577 (meters)                     COMP
 JU3995  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 JU3995
 JU3995  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU3995  Standards:
 JU3995         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU3995            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU3995  -------------------------------------------------------------------
 JU3995  NETWORK    4.51  14.52           1.90   1.78   7.41      0.14081785
 JU3995  -------------------------------------------------------------------
 JU3995  Click here for local accuracies and other accuracy information.
 JU3995
 JU3995.This mark is at Delaware Airpark  (33N)
 JU3995
 JU3995.The horizontal coordinates were established by GPS observations
 JU3995.and adjusted by the National Geodetic Survey in June 2012.
 JU3995
 JU3995.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU3995.been affixed to the stable North American tectonic plate. See 
 JU3995.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU3995
 JU3995.The horizontal coordinates are valid at the epoch date displayed above
 JU3995.which is a decimal equivalence of Year/Month/Day.
 JU3995
 JU3995.The orthometric height was determined by GPS observations and a
 JU3995.high-resolution geoid model.
 JU3995
 JU3995.GPS derived orthometric heights for airport stations designated as
 JU3995.PACS or SACS are published to 2 decimal places.  This maintains
 JU3995.centimeter relative accuracy between the PACS and SACS.  It does
 JU3995.not indicate centimeter accuracy relative to other marks which are
 JU3995.part of the published vertical control network.
 JU3995
 JU3995.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3995.GEOID18 height accuracy estimate available here.
 JU3995
 JU3995.Click photographs - Photos may exist for this station.
 JU3995
 JU3995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3995
 JU3995.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3995
 JU3995.The ellipsoidal height was determined by GPS observations
 JU3995.and is referenced to NAD 83.
 JU3995
 JU3995. The following values were computed from the NAD 83(2011) position.
 JU3995
 JU3995;                    North         East     Units Scale Factor Converg.
 JU3995;SPC DE       -   135,293.067   184,654.355   MT  0.99999790   -0 06 44.5
 JU3995;SPC DE       -   443,874.00    605,820.16   sFT  0.99999790   -0 06 44.5
 JU3995;UTM  18      - 4,341,207.876   448,691.640   MT  0.99963241   -0 22 32.9
 JU3995
 JU3995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3995!SPC DE       -   1.00000315  x   0.99999790  =   1.00000105
 JU3995!UTM  18      -   1.00000315  x   0.99963241  =   0.99963556
 JU3995
 JU3995:                Primary Azimuth Mark                     Grid Az
 JU3995:SPC DE       -  CHESWOLD AZ MK                           253 19 26.8
 JU3995:UTM  18      -  CHESWOLD AZ MK                           253 35 15.2
 JU3995
 JU3995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4869141207(NAD 83)
 JU3995
 JU3995|---------------------------------------------------------------------|
 JU3995| PID    Reference Object                     Distance      Geod. Az  |
 JU3995|                                                           dddmmss.s |
 JU3995| AH9333 33N A                               354.493 METERS 07042     |
 JU3995| JU3998 CHESWOLD AZ MK                      APPROX. 0.6 KM 2531242.3 |
 JU3995|---------------------------------------------------------------------|
 JU3995
 JU3995                          SUPERSEDED SURVEY CONTROL
 JU3995
 JU3995  NAD 83(2007)-  39 13 07.09987(N)    075 35 39.70727(W) AD(2002.00) 0
 JU3995  ELLIP H (02/10/07)  -20.091  (m)                       GP(2002.00)    
 JU3995  ELLIP H (10/30/02)  -20.149  (m)                       GP(       ) 2 2
 JU3995  NAD 83(1991)-  39 13 07.09996(N)    075 35 39.70723(W) AD(       ) B
 JU3995  ELLIP H (10/08/97)  -20.146  (m)                       GP(       ) 2 2
 JU3995  NAD 83(1991)-  39 13 07.09641(N)    075 35 39.70501(W) AD(       ) 3
 JU3995  ELLIP H (01/27/92)  -20.105  (m)                       GP(       ) 4 1
 JU3995  NAD 83(1986)-  39 13 07.08213(N)    075 35 39.71675(W) AD(       ) 3
 JU3995  NAD 27      -  39 13 06.67753(N)    075 35 40.97963(W) AD(       ) 3
 JU3995  NGVD 29 (03/22/89)   14.26   (m)  RAPSU86  model used  GPS OBS        
 JU3995
 JU3995.Superseded values are not recommended for survey control.
 JU3995
 JU3995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3995.See file dsdata.pdf to determine how the superseded data were derived.
 JU3995
 JU3995_MARKER: DH = HORIZONTAL CONTROL DISK
 JU3995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3995_STAMPING: CHESWOLD 1986
 JU3995_MARK LOGO: NGS
 JU3995_PROJECTION: RECESSED 1 CENTIMETERS
 JU3995_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU3995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3995+STABILITY: SURFACE MOTION
 JU3995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3995+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1996
 JU3995
 JU3995  HISTORY     - Date     Condition        Report By
 JU3995  HISTORY     - 1986     MONUMENTED       NGS
 JU3995  HISTORY     - 19880328 GOOD
 JU3995  HISTORY     - 19960902 GOOD             NGS
 JU3995  HISTORY     - 19980207 GOOD             USPSQD
 JU3995
 JU3995                          STATION DESCRIPTION
 JU3995
 JU3995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 JU3995'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) NORTH-NORTHWEST OF DOVER,
 JU3995'1.6 KM (1.0 MI) WEST OF CHESWOLD, 0.3 KM (0.2 MI) NORTH OF STATE
 JU3995'HIGHWAY 42, AT THE DELAWARE AIRPARK, IN THE GRASS STRIP BETWEEN THE
 JU3995'PARALLEL TAXIWAY AND THE SINGLE RUNWAY, AND 0.2 KM (0.1 MI) EAST OF
 JU3995'THE ADMINISTRATION BUILDING.  OWNERSHIP--FLOYD DURHAM, RD 5 BOX 1000,
 JU3995'DOVER DE 19901.  PHONE (302) 674-2666.
 JU3995'
 JU3995'TO REACH THE STATION FROM THE POST OFFICE IN CHESWOLD, GO WEST FOR 0.9
 JU3995'KM (0.55 MI) ON STATE HIGHWAY 42 (MAIN STREET) TO A PAVED SIDE ROAD ON
 JU3995'THE RIGHT.  TURN RIGHT AND GO NORTH FOR 0.2 KM (0.15 MI) ON THE ROAD
 JU3995'TO A GATE ON THE EAST SIDE OF THE ADMINISTRATION BUILDING.  CONTINUE
 JU3995'STRAIGHT AHEAD AND GO NORTH FOR 60 METERS ACROSS THE PARKING RAMP TO
 JU3995'THE PARALLEL TAXIWAY.  TURN RIGHT AND GO EAST FOR 0.1 KM (0.05 MI) ON
 JU3995'THE PARALLEL TAXIWAY TO THE STATION ON THE LEFT.
 JU3995'
 JU3995'THE STATION IS A STANDARD NGS DISK STAMPED---CHESWOLD 1986---, SET
 JU3995'INTO THE TOP OF A ROUND CONCRETE MONUMENT 24 CM IN DIAMETER RECESSED 1
 JU3995'CM BELOW GROUND.  LOCATED 24.7 METERS (81.0 FT) SOUTH FROM THE CENTER
 JU3995'OF THE RUNWAY, 11.5 METERS (37.7 FT) SOUTH FROM THE FOURTH WHITE
 JU3995'RUNWAY LIGHT FROM THE EAST END OF THE RUNWAY, 6.9 METERS (22.7 FT)
 JU3995'NORTH FROM THE NORTH EDGE OF THE PARALLEL TAXIWAY, 6.0 METERS
 JU3995'(19.6 FT) NORTH FROM THE THIRD BLUE TAXIWAY LIGHT FROM THE EAST END OF
 JU3995'THE TAXIWAY, AND 0.6 METERS (2.0 FT) WEST FROM A FIBERGLASS WITNESS
 JU3995'POST.  THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---CHESWOLD
 JU3995'1986---, SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE
 JU3995'SURFACE.
 JU3995'
 JU3995'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 JU3995'
 JU3995
 JU3995                          STATION RECOVERY (1988)
 JU3995
 JU3995'RECOVERED 1988
 JU3995'RECOVERED IN GOOD CONDITION.
 JU3995
 JU3995                          STATION RECOVERY (1996)
 JU3995
 JU3995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 JU3995'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  FROM THE JUNCTION
 JU3995'OF U.S.  HIGHWAY 13 AND STATE ROUTE 42, GO WEST 1.1 MI (1.8 KM) ON
 JU3995'S.R.  42 TO THE AIRPORT ENTRANCE ON THE RIGHT.  SEE ORIGINAL
 JU3995'DESCRIPTION FROM AIRPORT ENTRANCE.  STATION IS THE AIRPORT PACS.
 JU3995
 JU3995                          STATION RECOVERY (1998)
 JU3995
 JU3995'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3995'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3998 ***********************************************************************
 JU3998  SACS        -  This is a Secondary Airport Control Station.
 JU3998  DESIGNATION -  CHESWOLD AZ MK
 JU3998  PID         -  JU3998
 JU3998  STATE/COUNTY-  DE/KENT
 JU3998  COUNTRY     -  US
 JU3998  USGS QUAD   -  DOVER (2016)
 JU3998
 JU3998                         *CURRENT SURVEY CONTROL
 JU3998  ______________________________________________________________________
 JU3998* NAD 83(2011) POSITION- 39 13 01.59220(N) 075 36 03.16977(W)   ADJUSTED
 JU3998* NAD 83(2011) ELLIP HT-   -17.843 (meters)        (06/27/12)   ADJUSTED
 JU3998* NAD 83(2011) EPOCH   -  2010.00
 JU3998* NAVD 88 ORTHO HEIGHT -    16.16  (meters)       53.0   (feet) GPS OBS
 JU3998  ______________________________________________________________________
 JU3998  NAVD 88 orthometric height was determined with geoid model    GEOID96
 JU3998  GEOID HEIGHT    -        -34.076 (meters)                     GEOID96
 JU3998  GEOID HEIGHT    -        -34.078 (meters)                     GEOID18
 JU3998  NAD 83(2011) X  -  1,230,471.170 (meters)                     COMP
 JU3998  NAD 83(2011) Y  - -4,792,674.560 (meters)                     COMP
 JU3998  NAD 83(2011) Z  -  4,011,008.432 (meters)                     COMP
 JU3998  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 JU3998
 JU3998  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU3998  Standards:
 JU3998         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU3998            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU3998  -------------------------------------------------------------------
 JU3998  NETWORK    4.54  14.52           1.91   1.79   7.41      0.13925613
 JU3998  -------------------------------------------------------------------
 JU3998  Click here for local accuracies and other accuracy information.
 JU3998
 JU3998.This mark is at Delaware Airpark  (33N)
 JU3998
 JU3998.The horizontal coordinates were established by GPS observations
 JU3998.and adjusted by the National Geodetic Survey in June 2012.
 JU3998
 JU3998.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU3998.been affixed to the stable North American tectonic plate. See 
 JU3998.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU3998
 JU3998.The horizontal coordinates are valid at the epoch date displayed above
 JU3998.which is a decimal equivalence of Year/Month/Day.
 JU3998
 JU3998.The orthometric height was determined by GPS observations and a
 JU3998.high-resolution geoid model.
 JU3998
 JU3998.GPS derived orthometric heights for airport stations designated as
 JU3998.PACS or SACS are published to 2 decimal places.  This maintains
 JU3998.centimeter relative accuracy between the PACS and SACS.  It does
 JU3998.not indicate centimeter accuracy relative to other marks which are
 JU3998.part of the published vertical control network.
 JU3998
 JU3998.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3998.GEOID18 height accuracy estimate available here.
 JU3998
 JU3998.Click photographs - Photos may exist for this station.
 JU3998
 JU3998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3998
 JU3998.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3998
 JU3998.The ellipsoidal height was determined by GPS observations
 JU3998.and is referenced to NAD 83.
 JU3998
 JU3998. The following values were computed from the NAD 83(2011) position.
 JU3998
 JU3998;                    North         East     Units Scale Factor Converg.
 JU3998;SPC DE       -   135,124.364   184,091.175   MT  0.99999811   -0 06 59.3
 JU3998;SPC DE       -   443,320.52    603,972.46   sFT  0.99999811   -0 06 59.3
 JU3998;UTM  18      - 4,341,041.824   448,127.896   MT  0.99963313   -0 22 47.7
 JU3998
 JU3998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3998!SPC DE       -   1.00000280  x   0.99999811  =   1.00000091
 JU3998!UTM  18      -   1.00000280  x   0.99963313  =   0.99963593
 JU3998
 JU3998:                Primary Azimuth Mark                     Grid Az
 JU3998:SPC DE       -  CHESWOLD                                 073 19 26.8
 JU3998:UTM  18      -  CHESWOLD                                 073 35 15.2
 JU3998
 JU3998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4812741041(NAD 83)
 JU3998
 JU3998|---------------------------------------------------------------------|
 JU3998| PID    Reference Object                     Distance      Geod. Az  |
 JU3998|                                                           dddmmss.s |
 JU3998| JU3995 CHESWOLD                            APPROX. 0.6 KM 0731227.5 |
 JU3998|---------------------------------------------------------------------|
 JU3998
 JU3998                          SUPERSEDED SURVEY CONTROL
 JU3998
 JU3998  NAD 83(2007)-  39 13 01.59289(N)    075 36 03.16989(W) AD(2002.00) 0
 JU3998  ELLIP H (02/10/07)  -17.832  (m)                       GP(2002.00)    
 JU3998  ELLIP H (12/26/02)  -17.889  (m)                       GP(       ) 5 1
 JU3998  NAD 83(1991)-  39 13 01.59298(N)    075 36 03.16985(W) AD(       ) 1
 JU3998  ELLIP H (04/26/99)  -17.886  (m)                       GP(       ) 5 1
 JU3998  NAD 83(1991)-  39 13 01.58946(N)    075 36 03.16783(W) AD(       ) 3
 JU3998  ELLIP H (01/27/92)  -17.858  (m)                       GP(       ) 4 1
 JU3998  NAD 83(1986)-  39 13 01.57563(N)    075 36 03.18134(W) AD(       ) 3
 JU3998  NAD 27      -  39 13 01.17284(N)    075 36 04.45028(W) AD(       ) 3
 JU3998  NGVD 29 (03/22/89)   16.49   (m)  RAPSU86  model used  GPS OBS        
 JU3998
 JU3998.Superseded values are not recommended for survey control.
 JU3998
 JU3998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3998.See file dsdata.pdf to determine how the superseded data were derived.
 JU3998
 JU3998_MARKER: DZ = AZIMUTH MARK DISK
 JU3998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3998_STAMPING: CHESWOLD 1986
 JU3998_MARK LOGO: NGS
 JU3998_PROJECTION: RECESSED 2 CENTIMETERS
 JU3998_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3998+STABILITY: SURFACE MOTION
 JU3998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3998+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1996
 JU3998
 JU3998  HISTORY     - Date     Condition        Report By
 JU3998  HISTORY     - 1986     MONUMENTED       NGS
 JU3998  HISTORY     - 19960902 GOOD             NGS
 JU3998  HISTORY     - 19980207 GOOD             USPSQD
 JU3998  HISTORY     - 20190815 GOOD             USPSQD
 JU3998
 JU3998                          STATION DESCRIPTION
 JU3998
 JU3998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 JU3998'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) NORTH-NORTHWEST OF DOVER,
 JU3998'1.6 KM (1.0 MI) WEST OF CHESWOLD, 0.3 KM (0.2 MI) NORTH OF STATE
 JU3998'HIGHWAY 42, AT THE DELAWARE AIRPARK, IN THE GRASS STRIP BETWEEN THE
 JU3998'PARALLEL TAXIWAY AND THE SINGLE RUNWAY, 0.5 KM (0.3 MI) WEST OF THE
 JU3998'ADMINISTRATION BUILDING.  OWNERSHIP--FLOYD DURHAM, RD 5 BOX 1000,
 JU3998'DOVER DEL 19901.  PHONE (302) 674-2666.
 JU3998'
 JU3998'TO REACH THE STATION FROM THE POST OFFICE IN CHESWOLD, GO WEST FOR 0.9
 JU3998'KM (0.55 MI) ON STATE HIGHWAY 42 (MAIN STREET) TO A PAVED SIDE ROAD ON
 JU3998'THE RIGHT.  TURN RIGHT AND GO NORTH FOR 0.2 KM (0.15 MI) ON THE PAVED
 JU3998'ROAD TO A GATE ON THE EAST SIDE OF THE AIRPORT ADMINISTRATION
 JU3998'BUILDING.  CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 60 METERS (197 FT)
 JU3998'ACROSS THE PARKING RAMP TO THE PARALLEL TAXIWAY.  TURN LEFT AND GO
 JU3998'WEST FOR 0.5 KM (0.3 MI) ON THE PARALLEL TAXIWAY TO THE STATION ON THE
 JU3998'RIGHT.
 JU3998'
 JU3998'THE STATION IS A STANDARD NGS DISK STAMPED ---CHESWOLD 1986---, SET
 JU3998'INTO THE TOP OF A ROUND CONCRETE MONUMENT 24 CM IN DIAMETER RECESSED 2
 JU3998'CM BELOW GROUND.  LOCATED 21.2 METERS (69.7 FT) SOUTH FROM THE SOUTH
 JU3998'EDGE OF THE RUNWAY, 19.4 METERS (63.5 FT) SOUTHEAST FROM A WHITE
 JU3998'RUNWAY LIGHT, 15.9 METERS (52.3 FT) EAST-NORTHEAST FROM THE FIRST BLUE
 JU3998'TAXIWAY LIGHT FROM THE WEST END OF THE TAXIWAY, 5.9 METERS (19.4 FT)
 JU3998'NORTH FROM THE NORTH EDGE OF THE PARALLEL TAXIWAY, AND 0.7 METERS
 JU3998'(2.3 FT) WEST FROM A FIBERGLASS WITNESS POST.  THE UNDERGROUND MARK IS
 JU3998'A STANDARD NGS DISK STAMPED ---CHESWOLD 1986---, SET INTO AN IRREGULAR
 JU3998'MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 JU3998'
 JU3998'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 JU3998
 JU3998                          STATION RECOVERY (1996)
 JU3998
 JU3998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 JU3998'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  FROM THE JUNCTION
 JU3998'OF U.S.  HIGHWAY 13 AND STATE ROUTE 42, GO WEST 1.1 MI (1.8 KM) ON
 JU3998'S.R.  42 TO THE AIRPORT ENTRANCE ON THE RIGHT.  SEE ORIGINAL
 JU3998'DESCRIPTION FROM AIPORT ENTRANCE.  STATION IS THE AIRPORT SACS.
 JU3998
 JU3998                          STATION RECOVERY (1998)
 JU3998
 JU3998'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3998'RECOVERED IN GOOD CONDITION.
 JU3998
 JU3998                          STATION RECOVERY (2019)
 JU3998
 JU3998'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 JU3998'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2120 ***********************************************************************
 JU2120  DESIGNATION -  CHRIS
 JU2120  PID         -  JU2120
 JU2120  STATE/COUNTY-  DE/NEW CASTLE
 JU2120  COUNTRY     -  US
 JU2120  USGS QUAD   -  NEWARK EAST (2016)
 JU2120
 JU2120                         *CURRENT SURVEY CONTROL
 JU2120  ______________________________________________________________________
 JU2120* NAD 83(1991) POSITION- 39 40 08.76466(N) 075 40 18.31721(W)   ADJUSTED
 JU2120* NAVD 88 ORTHO HEIGHT -    24.040 (meters)       78.87  (feet) ADJUSTED
 JU2120  ______________________________________________________________________
 JU2120  GEOID HEIGHT    -        -33.004 (meters)                     GEOID18
 JU2120  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 JU2120  DYNAMIC HEIGHT  -         24.029 (meters)       78.84  (feet) COMP
 JU2120  MODELED GRAVITY -    980,162.6   (mgal)                       NAVD 88
 JU2120
 JU2120  HORZ ORDER      -  THIRD
 JU2120  VERT ORDER      -  SECOND    CLASS 0
 JU2120
 JU2120.The horizontal coordinates were established by classical geodetic methods
 JU2120.and adjusted by the National Geodetic Survey in January 1992.
 JU2120
 JU2120.The orthometric height was determined by differential leveling and
 JU2120.adjusted by the NATIONAL GEODETIC SURVEY
 JU2120.in June 1991.
 JU2120
 JU2120.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2120.GEOID18 height accuracy estimate available here.
 JU2120
 JU2120.Click photographs - Photos may exist for this station.
 JU2120
 JU2120.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2120
 JU2120.The dynamic height is computed by dividing the NAVD 88
 JU2120.geopotential number by the normal gravity value computed on the
 JU2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2120.degrees latitude (g = 980.6199 gals.).
 JU2120
 JU2120.The modeled gravity was interpolated from observed gravity values.
 JU2120
 JU2120. The following values were computed from the NAD 83(1991) position.
 JU2120
 JU2120;                    North         East     Units Scale Factor Converg.
 JU2120;SPC DE       -   185,321.023   178,112.358   MT  1.00000090   -0 09 46.2
 JU2120;SPC DE       -   608,007.39    584,356.96   sFT  1.00000090   -0 09 46.2
 JU2120;UTM  18      - 4,391,247.365   442,383.148   MT  0.99964087   -0 25 43.8
 JU2120
 JU2120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2120!SPC DE       -   1.00000141  x   1.00000090  =   1.00000231
 JU2120!UTM  18      -   1.00000141  x   0.99964087  =   0.99964228
 JU2120
 JU2120:                Primary Azimuth Mark                     Grid Az
 JU2120:SPC DE       -  CHRIS 2 AZ MK                            110 44 09.2
 JU2120:UTM  18      -  CHRIS 2 AZ MK                            111 00 06.8
 JU2120
 JU2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4238391247(NAD 83)
 JU2120
 JU2120|---------------------------------------------------------------------|
 JU2120| PID    Reference Object                     Distance      Geod. Az  |
 JU2120|                                                           dddmmss.s |
 JU2120| JU2121 CHRIS RM 2                           23.446 METERS 06409     |
 JU2120| JU2122 CHRIS AZ MK                         394.791 METERS 10858     |
 JU2120| AF8149 CHRIS 2 AZ MK                       APPROX. 0.9 KM 1103423.0 |
 JU2120| JU1683 CHRIS 2                             450.505 METERS 1104451.6 |
 JU2120| JU2119 CHRIS RM 1                           21.992 METERS 34801     |
 JU2120|---------------------------------------------------------------------|
 JU2120
 JU2120                          SUPERSEDED SURVEY CONTROL
 JU2120
 JU2120  NAD 83(1986)-  39 40 08.75914(N)    075 40 18.32380(W) AD(       ) 3
 JU2120  NAD 27      -  39 40 08.36450(N)    075 40 19.57820(W) AD(       ) 3
 JU2120  NAVD 88              24.04   (m)           78.9    (f) LEVELING    3  
 JU2120  NGVD 29 (11/26/84)   24.385  (m)           80.00   (f) ADJUSTED    2 0
 JU2120
 JU2120.Superseded values are not recommended for survey control.
 JU2120
 JU2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2120.See file dsdata.pdf to determine how the superseded data were derived.
 JU2120
 JU2120_MARKER: DE = TRAVERSE STATION DISK
 JU2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2120_STAMPING: CHRIS 1958
 JU2120_MARK LOGO: CGS
 JU2120_PROJECTION: PROJECTING 8 CENTIMETERS
 JU2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2120+STABILITY: SURFACE MOTION
 JU2120
 JU2120  HISTORY     - Date     Condition        Report By
 JU2120  HISTORY     - 1958     MONUMENTED       CGS
 JU2120  HISTORY     - 1962     SEE DESCRIPTION  CGS
 JU2120  HISTORY     - 1963     SEE DESCRIPTION  CGS
 JU2120
 JU2120                          STATION DESCRIPTION
 JU2120
 JU2120'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JU2120'THE STATION IS ABOUT 4 MILES EAST-SOUTHEAST OF NEWARK AND
 JU2120'ABOUT 1 MILE NORTHWEST OF CHRISTIANA.  IT IS 67 FEET SOUTHEAST
 JU2120'OF POWER LINE POLE NO. 58, 29 FEET SOUTHWEST OF THE CENTER OF
 JU2120'ROAD AND 1-1/2 FEET SOUTHEAST OF WITNESS POST.  THE MARK IS
 JU2120'A STANDARD TRAVERSE STATION DISK SET IN TOP OF A 12 X 12 INCH
 JU2120'CONCRETE POST PROJECTING ABOUT 3 INCHES AND THE DISK IS
 JU2120'STAMPED CHRIS 1958.
 JU2120'
 JU2120'REFERENCE MARK NO 1 IS 66 FEET NORTHWEST OF A SYCAMORE
 JU2120'TREE AND 27 FEET NORTHEAST OF CENTER OF ROAD.  THE MARK IS
 JU2120'A STANDARD REFERENCE MARK DISK SET IN TOP OF A 12 X 12 INCH
 JU2120'CONCRETE POST PROJECTING ABOUT 2 INCHES AND THE DISK IS
 JU2120'STAMPED CHRIS NO 1 1958.
 JU2120'
 JU2120'REFERENCE MARK NO. 2 IS 26 FEET SOUTHEAST OF A SYCAMORE
 JU2120'TREE, 31 FEET NORTHEAST OF CENTER OF ROAD AND 1-1/2 FEET
 JU2120'SOUTHWEST OF FENCE LINE.  THE MARK IS A STANDARD REFERENCE
 JU2120'MARK DISK SET IN TOP OF A 12 X 12 INCH CONCRETE POST PROJECTING
 JU2120'ABOUT 4 INCHES AND THE DISK IS STAMPED CHRIS NO 2 1958.
 JU2120'
 JU2120'AZIMUTH MARK IS 73 FEET EAST-SOUTHEAST OF CENTER OF A
 JU2120'CONCRETE CULVERT, 44 FEET WEST OF A HISTORIC MARKER, 2-1/2 FEET
 JU2120'WEST OF TELEPHONE SIGN AND 21-1/2 FEET NORTHEAST OF THE CENTER
 JU2120'OF ROAD.
 JU2120'
 JU2120'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN THE CENTER OF
 JU2120'CHRISTIANA, GO NORTHWEST ON STATE HIGHWAY 273 FOR 0.85 MILE
 JU2120'TO THE AZIMUTH MARK ON RIGHT AS DESCRIBED, CONTINUE NORTHWEST
 JU2120'FOR 0.25 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 JU2120'
 JU2120'A TELLUROMETER TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION
 JU2120'STATION PINE SWAMP TO CHRIS, THE DISTANCE IS 1003.640 METERS.
 JU2120'
 JU2120'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU2120
 JU2120                          STATION RECOVERY (1962)
 JU2120
 JU2120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WER)
 JU2120'MARK IN WAY OF NEW ROAD CONSTRUCTION.  A NEW STATION WAS
 JU2120'REMARKED PRIOR TO ITS DESTRUCTION.  SEE DESCRIPTION OF NEW
 JU2120'STATION CHRIS 2, 1962.
 JU2120'
 JU2120'REFERENCE MARKS NOS. 1 AND 2 DESTROYED IN GRADING FOR NEW ROAD.
 JU2120'
 JU2120'AZIMUTH MARK RECOVERED AS DESCRIBED EXCEPT THAT CONCRETE
 JU2120'CULVERT AND TELEPHONE SIGN NO LONGER EXIST.  MARK IS NOW 4
 JU2120'INCHES BELOW SURFACE.
 JU2120
 JU2120                          STATION RECOVERY (1963)
 JU2120
 JU2120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELW)
 JU2120'DUE TO WIDENING OF HIGHWAY 273, THE AZIMUTH MARK WAS DESTROYED
 JU2120'AND THE SITE IS NOW COVERED BY ASPHALT PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1684 ***********************************************************************
 JU1684  DESIGNATION -  CHRIS 2 RM 3
 JU1684  PID         -  JU1684
 JU1684  STATE/COUNTY-  DE/NEW CASTLE
 JU1684  COUNTRY     -  US
 JU1684  USGS QUAD   -  NEWARK EAST (2016)
 JU1684
 JU1684                         *CURRENT SURVEY CONTROL
 JU1684  ______________________________________________________________________
 JU1684* NAD 83(1991) POSITION- 39 40 03.95658(N) 075 40 00.42821(W)   ADJUSTED
 JU1684* NAVD 88 ORTHO HEIGHT -    17.71  (meters)       58.1   (feet) RESET
 JU1684  ______________________________________________________________________
 JU1684  GEOID HEIGHT    -        -33.008 (meters)                     GEOID18
 JU1684  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 JU1684  HORZ ORDER      -  THIRD
 JU1684  VERT ORDER      -  THIRD
 JU1684
 JU1684.The horizontal coordinates were established by classical geodetic methods
 JU1684.and adjusted by the National Geodetic Survey in March 1999.
 JU1684
 JU1684.The orthometric height was computed from unverified reset data.
 JU1684
 JU1684.No vertical observational check was made to the station.
 JU1684
 JU1684.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1684.GEOID18 height accuracy estimate available here.
 JU1684
 JU1684.Click photographs - Photos may exist for this station.
 JU1684
 JU1684.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1684
 JU1684. The following values were computed from the NAD 83(1991) position.
 JU1684
 JU1684;                    North         East     Units Scale Factor Converg.
 JU1684;SPC DE       -   185,171.536   178,538.321   MT  1.00000067   -0 09 34.8
 JU1684;SPC DE       -   607,516.95    585,754.47   sFT  1.00000067   -0 09 34.8
 JU1684;UTM  18      - 4,391,095.957   442,808.259   MT  0.99964027   -0 25 32.3
 JU1684
 JU1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1684!SPC DE       -   1.00000240  x   1.00000067  =   1.00000307
 JU1684!UTM  18      -   1.00000240  x   0.99964027  =   0.99964267
 JU1684
 JU1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4280891095(NAD 83)
 JU1684
 JU1684                          SUPERSEDED SURVEY CONTROL
 JU1684
 JU1684  NGVD 29 (??/??/??)   18.06   (m)           59.3    (f) RESET       3  
 JU1684  NGVD 29              18.43   (m)           60.5    (f) LEVELING    3  
 JU1684
 JU1684.Superseded values are not recommended for survey control.
 JU1684
 JU1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1684.See file dsdata.pdf to determine how the superseded data were derived.
 JU1684
 JU1684_MARKER: DR = REFERENCE MARK DISK
 JU1684_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU1684_SP_SET: CURB
 JU1684_STAMPING: CHRIS 2 NO 3 1962
 JU1684_MARK LOGO: CGS
 JU1684_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU1684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1684
 JU1684  HISTORY     - Date     Condition        Report By
 JU1684  HISTORY     - 1962     MONUMENTED       CGS
 JU1684  HISTORY     - 1981     GOOD             UDE
 JU1684  HISTORY     - 1982     GOOD             NGS
 JU1684  HISTORY     - 19821231 GOOD             NGS
 JU1684  HISTORY     - 19900111 MARK NOT FOUND   USGS
 JU1684  HISTORY     - 19910805 MARK NOT FOUND   USPSQD
 JU1684  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1684
 JU1684                          STATION DESCRIPTION
 JU1684
 JU1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JU1684'AT CHRISTIANA.
 JU1684'0.35 MILE NORTHWEST ALONG STATE HIGHWAY 273 FROM THE JUNCTION
 JU1684'OF STATE HIGHWAY 7 AT CHRISTIANA, IN THE NORTHEAST CURB, 20.2
 JU1684'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 67.0 FEET
 JU1684'NORTHEAST OF POWER POLE NO. 68, 11.5 FEET SOUTHEAST OF END OF
 JU1684'CONCRETE CURB, 15.1 FEET NORTHWEST OF NORTHWEST CORNER OF STEPS
 JU1684'LEADING TO HOUSE NO. 47, AND SET FLUSH IN THE TOP OF THE CONCRETE
 JU1684'CURB.
 JU1684
 JU1684                          STATION RECOVERY (1981)
 JU1684
 JU1684'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1684'RECOVERED IN GOOD CONDITION.
 JU1684
 JU1684                          STATION RECOVERY (1982)
 JU1684
 JU1684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JU1684'LOCATED 0.75 KM (0.45 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 273 FROM
 JU1684'ITS JUNCTION WITH STATE HIGHWAY 7 IN CHRISTING, 6.3 METERS (20.8 FT)
 JU1684'NORTH FROM THE CENTER OF STATE HIGHWAY 273, 2.0 METERS (6.5 FT) EAST
 JU1684'FROM A CATCH BASIN AND 20.4 METERS (67.0 FT) NORTHEAST FROM A POWER
 JU1684'LINE POLE NUMBERED 68 45269 40567.
 JU1684
 JU1684                          STATION RECOVERY (1982)
 JU1684
 JU1684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 JU1684'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS DATE,
 JU1684'BUT IT LOOKS LIKE IT HAS BEEN REPLACED DURING CONSTRUCTION ALONG THE
 JU1684'ROAD.  A COMPLETE NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED
 JU1684'0.75 KM (0.45 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 273 FROM ITS
 JU1684'JUNCTION WITH STATE HIGHWAY 7 IN CHRISTIANA, 6.3 METERS (20.7 FT)
 JU1684'NORTH FROM THE CENTER OF STATE HIGHWAY 273, 2.0 METERS (6.6 FT) EAST
 JU1684'FROM A CATCH BASIN AND 20.4 METERS (66.9 FT) NORTHEAST FROM A
 JU1684'POWERLINE POLE NUMBERED 68 45269 40567.  REFERENCE MARK NO 3, IS A
 JU1684'STANDARD CGS DISK STAMPED,---CHRIS 2 NO 3 1962---.  CEMENTED IN A
 JU1684'DRILL HOLE IN THE NORTH CURB ALONG STATE HIGHWAY 273.  THE STATION IS
 JU1684'LOCATED 6.3 METERS (20.7 FT) NORTH FROM THE CENTER OF STATE HIGHWAY
 JU1684'273, 40.2 METERS (131.9 FT) EAST-SOUTHEAST FROM A WITNESS POST, 2.0
 JU1684'METERS (6.6 FT) EAST FROM THE CENTER OF A CATCH BASIN AND 20.4 METERS
 JU1684'(66.9 FT) NORTHEAST FROM A POWERLINE POLE NUMBERED 68 45269 40567, AND
 JU1684'1.1 METERS (3.6 FT) LOWER THAN THE STATION.
 JU1684
 JU1684                          STATION RECOVERY (1990)
 JU1684
 JU1684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 JU1684'MARK NOT FOUND.
 JU1684
 JU1684                          STATION RECOVERY (1991)
 JU1684
 JU1684'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHK)
 JU1684'MARK NOT FOUND.
 JU1684
 JU1684                          STATION RECOVERY (2013)
 JU1684
 JU1684'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1684'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4293 ***********************************************************************
 JU4293  DESIGNATION -  CHRIS 3
 JU4293  PID         -  JU4293
 JU4293  STATE/COUNTY-  DE/NEW CASTLE
 JU4293  COUNTRY     -  US
 JU4293  USGS QUAD   -  NEWARK EAST (2016)
 JU4293
 JU4293                         *CURRENT SURVEY CONTROL
 JU4293  ______________________________________________________________________
 JU4293* NAD 83(1991) POSITION- 39 40 04.58427(N) 075 40 01.91307(W)   ADJUSTED
 JU4293* NAVD 88 ORTHO HEIGHT -    19.24  (+/-2cm)       63.1   (feet) VERTCON3
 JU4293  ______________________________________________________________________
 JU4293  GEOID HEIGHT    -        -33.008 (meters)                     GEOID18
 JU4293  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 JU4293  HORZ ORDER      -  THIRD
 JU4293  VERT ORDER      -  THIRD (See Below)
 JU4293
 JU4293.The horizontal coordinates were established by classical geodetic methods
 JU4293.and adjusted by the National Geodetic Survey in March 1999.
 JU4293
 JU4293.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4293
 JU4293.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4293.GEOID18 height accuracy estimate available here.
 JU4293
 JU4293.The vertical order pertains to the NGVD 29 superseded value.
 JU4293
 JU4293.Click photographs - Photos may exist for this station.
 JU4293
 JU4293.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4293
 JU4293. The following values were computed from the NAD 83(1991) position.
 JU4293
 JU4293;                    North         East     Units Scale Factor Converg.
 JU4293;SPC DE       -   185,190.994   178,502.984   MT  1.00000069   -0 09 35.7
 JU4293;SPC DE       -   607,580.79    585,638.54   sFT  1.00000069   -0 09 35.7
 JU4293;UTM  18      - 4,391,115.571   442,773.025   MT  0.99964032   -0 25 33.3
 JU4293
 JU4293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4293!SPC DE       -   1.00000216  x   1.00000069  =   1.00000285
 JU4293!UTM  18      -   1.00000216  x   0.99964032  =   0.99964248
 JU4293
 JU4293:                Primary Azimuth Mark                     Grid Az
 JU4293:SPC DE       -  CHRIS 2 AZ MK                            112 46 25.1
 JU4293:UTM  18      -  CHRIS 2 AZ MK                            113 02 22.7
 JU4293
 JU4293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4277391115(NAD 83)
 JU4293
 JU4293|---------------------------------------------------------------------|
 JU4293| PID    Reference Object                     Distance      Geod. Az  |
 JU4293|                                                           dddmmss.s |
 JU4293| AF8149 CHRIS 2 AZ MK                       469.624 METERS 1123649.4 |
 JU4293| JU1684 CHRIS 2 RM 3                         40.340 METERS 11841     |
 JU4293| JU1683 CHRIS 2                              43.114 METERS 13521     |
 JU4293| JU4294 CHRIS 3 RM 5                         25.422 METERS 35813     |
 JU4293|---------------------------------------------------------------------|
 JU4293
 JU4293                          SUPERSEDED SURVEY CONTROL
 JU4293
 JU4293  NGVD 29              19.57   (m)           64.2    (f) LEVELING    3  
 JU4293
 JU4293.Superseded values are not recommended for survey control.
 JU4293
 JU4293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4293.See file dsdata.pdf to determine how the superseded data were derived.
 JU4293
 JU4293_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4293_STAMPING: CHRIS 3 1982
 JU4293_MARK LOGO: NGS
 JU4293_PROJECTION: FLUSH
 JU4293_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU4293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4293+STABILITY: SURFACE MOTION
 JU4293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4293+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU4293
 JU4293  HISTORY     - Date     Condition        Report By
 JU4293  HISTORY     - 1982     MONUMENTED       NGS
 JU4293  HISTORY     - 19840615 GOOD             NGS
 JU4293  HISTORY     - 20060516 GOOD             USPSQD
 JU4293  HISTORY     - 20100428 GOOD             BECMOR
 JU4293  HISTORY     - 20130711 GOOD             DELCOS
 JU4293
 JU4293                          STATION DESCRIPTION
 JU4293
 JU4293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 JU4293'0.75 KM (0.45 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 273 FROM ITS
 JU4293'JUNCTION WITH STATE HIGHWAY 273 IN CHRISTIANA, 3.7 M (12.1 FT) EAST
 JU4293'FROM THE NORTHEAST CORNER OF A HISTORICAL MONUMENT TALBOT, 22.8 M
 JU4293'(74.8 FT) SOUTH-SOUTHWEST FROM THE SOUTHEAST CORNER OF A CHAIN LINK
 JU4293'FENCE, 11.9 M (39.0 FT) NORTH FROM THE CENTER OF STATE HIGHWAY 273
 JU4293'AND 8.0 M (26.2 FT) SOUTH FROM A 6-INCH WILLOW TREE.
 JU4293
 JU4293                          STATION RECOVERY (1984)
 JU4293
 JU4293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 JU4293'THE STATION IS LOCATED 8.0 KM (4.95 MI) EAST FROM THE CENTER OF
 JU4293'NEWARK, 5-1/2 KM WEST FROM THE WILMINGTON AIRPORT AND 0.6 KM (0.35 MI)
 JU4293'WEST-NORTHWEST OF CHRISTIANA.  OWNERSHIP--HIGHWAY 273 RIGHT-OF-WAY.
 JU4293'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 7 AND 273
 JU4293'(MAIN STREET AND OLD BALTIMORE PIKE) AT THE FIRE STATION IN
 JU4293'CHRISTIANA, GO WEST-NORTHWEST ON STATE HIGHWAY 273 FOR 0.75 KM (0.45
 JU4293'MI) TO THE STATION ON THE RIGHT.  THE STATION IS A STANDARD, NGS, DISK
 JU4293'STAMPED,---CHRIS 3 1982---.  SET INTO THE TOP OF A ROUND CONCRETE
 JU4293'MONUMENT, 10 INCHES, 25 CM IN DIAMETER ON SIDE, FLUSH WITH THE GROUND.
 JU4293'THE STATION IS LOCATED 3.7 METERS (12.1 FT) EAST FROM THE NORTHEAST
 JU4293'CORNER OF AN HISTORICAL MONUMENT TALBOT, 22.8 METERS (74.8 FT)
 JU4293'SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF A CHAIN LINK FENCE, 11.9
 JU4293'METERS (39.0 FT) NORTH FROM THE CENTER OF STATE HIGHWAY 273, AND 8.0
 JU4293'METERS (26.2 FT) SOUTH FROM A 6-INCH WILLOW TREE.AND 0.6 METERS (2.0
 JU4293'FT) WEST FROM A CARSONITE WITNESS POST.
 JU4293
 JU4293                          STATION RECOVERY (2006)
 JU4293
 JU4293'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAL)
 JU4293'RECOVERED IN GOOD CONDITION.
 JU4293
 JU4293                          STATION RECOVERY (2010)
 JU4293
 JU4293'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU4293'RECOVERED IN GOOD CONDITION.
 JU4293
 JU4293                          STATION RECOVERY (2013)
 JU4293
 JU4293'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4293'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4294 ***********************************************************************
 JU4294  DESIGNATION -  CHRIS 3 RM 5
 JU4294  PID         -  JU4294
 JU4294  STATE/COUNTY-  DE/NEW CASTLE
 JU4294  COUNTRY     -  US
 JU4294  USGS QUAD   -  NEWARK EAST (2016)
 JU4294
 JU4294                         *CURRENT SURVEY CONTROL
 JU4294  ______________________________________________________________________
 JU4294* NAD 83(1991) POSITION- 39 40 05.40814(N) 075 40 01.94636(W)   ADJUSTED
 JU4294* NAVD 88 ORTHO HEIGHT -    20.93  (+/-2cm)       68.7   (feet) VERTCON3
 JU4294  ______________________________________________________________________
 JU4294  GEOID HEIGHT    -        -33.007 (meters)                     GEOID18
 JU4294  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 JU4294  HORZ ORDER      -  THIRD
 JU4294  VERT ORDER      -  THIRD (See Below)
 JU4294
 JU4294.The horizontal coordinates were established by classical geodetic methods
 JU4294.and adjusted by the National Geodetic Survey in March 1999.
 JU4294
 JU4294.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4294
 JU4294.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4294.GEOID18 height accuracy estimate available here.
 JU4294
 JU4294.The vertical order pertains to the NGVD 29 superseded value.
 JU4294
 JU4294.Click photographs - Photos may exist for this station.
 JU4294
 JU4294.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4294
 JU4294. The following values were computed from the NAD 83(1991) position.
 JU4294
 JU4294;                    North         East     Units Scale Factor Converg.
 JU4294;SPC DE       -   185,216.405   178,502.261   MT  1.00000069   -0 09 35.8
 JU4294;SPC DE       -   607,664.16    585,636.17   sFT  1.00000069   -0 09 35.8
 JU4294;UTM  18      - 4,391,140.977   442,772.421   MT  0.99964032   -0 25 33.3
 JU4294
 JU4294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4294!SPC DE       -   1.00000189  x   1.00000069  =   1.00000258
 JU4294!UTM  18      -   1.00000189  x   0.99964032  =   0.99964221
 JU4294
 JU4294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4277291140(NAD 83)
 JU4294
 JU4294                          SUPERSEDED SURVEY CONTROL
 JU4294
 JU4294  NGVD 29              21.26   (m)           69.8    (f) LEVELING    3  
 JU4294
 JU4294.Superseded values are not recommended for survey control.
 JU4294
 JU4294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4294.See file dsdata.pdf to determine how the superseded data were derived.
 JU4294
 JU4294_MARKER: DR = REFERENCE MARK DISK
 JU4294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU4294_SP_SET: SECURITY POLE BASE
 JU4294_STAMPING: CHRIS 3 NO 5 1982
 JU4294_MARK LOGO: NGS
 JU4294_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU4294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4294+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU4294
 JU4294  HISTORY     - Date     Condition        Report By
 JU4294  HISTORY     - 1982     MONUMENTED       NGS
 JU4294  HISTORY     - 19821231 GOOD             NGS
 JU4294  HISTORY     - 20130711 GOOD             DELCOS
 JU4294
 JU4294                          STATION DESCRIPTION
 JU4294
 JU4294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 JU4294'0.75 KM (0.45 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 273 FROM ITS
 JU4294'JUNCTION WITH STATE HIGHWAY 7 IN CHRISTIANA, 26.8 M (87.9 FT)
 JU4294'NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF A HISTORICAL MONUMENT
 JU4294'MARKED TALBOT, 25.1 M (82.3 FT) NORTH FROM A WITNESS POST WHICH IS
 JU4294'NEAR BENCH MARK CHRIS 3, 7.6 M (24.9 FT) NORTHWEST FROM THE SOUTHEAST
 JU4294'CORNER OF A CHAIN LINK FENCE AND 0.3 M (1.0 FT) EAST FROM THE CENTER
 JU4294'OF THE 10 M (32.8 FT) HIGH SECURITY POLE FOR THE DELMARVA POWER
 JU4294'COMPANY PARKING LOT.
 JU4294
 JU4294                          STATION RECOVERY (1982)
 JU4294
 JU4294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 JU4294'THE STATION IS LOCATED 0.75 KM (0.45 MI) WEST-NORTHWEST ALONG STATE
 JU4294'HIGHWAY 273 FROM ITS JUNCTION WITH STATE HIGHWAY 7 IN CHRISTIANA, 26.8
 JU4294'METERS (87.9 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF AN
 JU4294'HISTORICAL MONUMENT MARKED TALBOT, 25.1 METERS (82.3 FT) NORTH FROM A
 JU4294'WITNESS POST WHICH IS NEAR BENCH MARK CHRIS 3, 7.6 METERS (24.9 FT)
 JU4294'NORTHWEST FROM THE SOUTHEAST CORNER OF A CHAIN LINK FENCE AND 0.2
 JU4294'METERS (0.7 FT) EAST FROM THE CENTER OF THE 10 METERS (32.8 FT) HIGH
 JU4294'SECURITY POLE FOR THE DELMARVA POWER COMPANY PARKING LOT.  REFERENCE
 JU4294'MARK NO 5, IS A STANDARD, NGS, DISK STAMPED,---CHRIS 3 NO 5 1982---.
 JU4294'CEMENTED IN A DRILL HOLE ON THE EAST SIDE OF A 16-INCH ROUND CONCRETE
 JU4294'FOUNDATION FOR A SECURITY POLE IN THE SOUTHEAST CORNER OF A PARKING
 JU4294'AREA FOR THE DELMARVA POWER COMPANY.  THE STATION IS LOCATED 26.8
 JU4294'METERS (87.9 FT) NORTH NORTHEAST FROM THE NORTHEAST CORNER OF THE
 JU4294'HISTORICAL MONUMENT.  25.1 METERS (82.3 FT) NORTH FROM THE WITNESS
 JU4294'POST, 7.6 METERS (24.9 FT) NORTHWEST FROM THE SOUTHEAST CORNER OF THE
 JU4294'CHAIN LINK FENCE AND 0.2 METERS (0.7 FT) EAST FROM THE CENTER OF THE
 JU4294'SECURITY POLE, AND 1.7 METERS (5.6 FT) LOWER THAN THE STATION.
 JU4294
 JU4294                          STATION RECOVERY (2013)
 JU4294
 JU4294'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4294'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2519 ***********************************************************************
 JU2519  DESIGNATION -  CHRISTINA
 JU2519  PID         -  JU2519
 JU2519  STATE/COUNTY-  DE/NEW CASTLE
 JU2519  COUNTRY     -  US
 JU2519  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2519
 JU2519                         *CURRENT SURVEY CONTROL
 JU2519  ______________________________________________________________________
 JU2519* NAD 83(1991) POSITION- 39 44 11.56313(N) 075 32 18.61450(W)   ADJUSTED
 JU2519* NAVD 88 ORTHO HEIGHT -     1.8   (meters)        6.    (feet) VERTCON3
 JU2519  ______________________________________________________________________
 JU2519  GEOID HEIGHT    -        -32.955 (meters)                     GEOID18
 JU2519  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 JU2519  HORZ ORDER      -  THIRD
 JU2519
 JU2519.The horizontal coordinates were established by classical geodetic methods
 JU2519.and adjusted by the National Geodetic Survey in January 1992.
 JU2519
 JU2519.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2519
 JU2519.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2519.GEOID18 height accuracy estimate available here.
 JU2519
 JU2519.Click photographs - Photos may exist for this station.
 JU2519
 JU2519.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2519
 JU2519. The following values were computed from the NAD 83(1991) position.
 JU2519
 JU2519;                    North         East     Units Scale Factor Converg.
 JU2519;SPC DE       -   192,785.218   189,556.015   MT  0.99999634   -0 04 40.4
 JU2519;SPC DE       -   632,496.17    621,901.69   sFT  0.99999634   -0 04 40.4
 JU2519;SPC NJ       -   100,781.127    60,986.265   MT  0.99999752   -0 39 50.1
 JU2519;SPC NJ       -   330,646.08    200,085.77   sFT  0.99999752   -0 39 50.1
 JU2519;UTM  18      - 4,398,655.611   453,857.167   MT  0.99962621   -0 20 39.3
 JU2519
 JU2519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2519!SPC DE       -   1.00000489  x   0.99999634  =   1.00000123
 JU2519!SPC NJ       -   1.00000489  x   0.99999752  =   1.00000241
 JU2519!UTM  18      -   1.00000489  x   0.99962621  =   0.99963109
 JU2519
 JU2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5385798655(NAD 83)
 JU2519
 JU2519                          SUPERSEDED SURVEY CONTROL
 JU2519
 JU2519  NAD 83(1986)-  39 44 11.55803(N)    075 32 18.62018(W) AD(       ) 3
 JU2519  NGVD 29 (06/08/88)    2.1    (m)            7.     (f) VERT ANG       
 JU2519
 JU2519.Superseded values are not recommended for survey control.
 JU2519
 JU2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2519.See file dsdata.pdf to determine how the superseded data were derived.
 JU2519
 JU2519_MARKER: DD = SURVEY DISK
 JU2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2519_STAMPING: CHRISTINA 1982
 JU2519_MARK LOGO: NOS
 JU2519_PROJECTION: FLUSH
 JU2519_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2519+STABILITY: SURFACE MOTION
 JU2519
 JU2519  HISTORY     - Date     Condition        Report By
 JU2519  HISTORY     - 1982     MONUMENTED       NOS
 JU2519  HISTORY     - 20060718 MARK NOT FOUND   USPSQD
 JU2519
 JU2519                          STATION DESCRIPTION
 JU2519
 JU2519'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU2519'THE STATION IS LOCATED IN WILMINGTON ON THE NORTH SHORE OF
 JU2519'THE CHRISTINA RIVER ON PROPERTY OF FORT CHRISTINA PARK.
 JU2519'
 JU2519'TO REACH THE STATION FROM THE JUNCTION OF MARKET STREET
 JU2519'AND 7TH STREET IN WILMINGTON, GO SOUTHEAST ON 7TH STREET FFOR
 JU2519'1.1 KM (0.7 MILES) TO THE ENTRANCE TO FORT CHRISTINA ON THE
 JU2519'RIGHT.  TURN RIGHT AND GO SOUTH INTO THE FORT TO THE STATION
 JU2519'NEAR THE SOUTHEAST CORNER OF THE PROPERTY ON THE
 JU2519'DOCKLINE.
 JU2519'
 JU2519'THE STATION IS A STANDARD NOS DISK STAMPED---CHRISTINA 1982---,
 JU2519'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT SET FLUSH WITH
 JU2519'THE GROUND.
 JU2519'
 JU2519'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.64 METERS.
 JU2519
 JU2519                          STATION RECOVERY (2006)
 JU2519
 JU2519'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 JU2519'CEMENT BLOCK WALL HAS BEEN BUILT ON DOCK WALL.  BELEIVE STATION IS
 JU2519'UNDER THE BLOCK WALL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3688 ***********************************************************************
 JU3688  DESIGNATION -  CHRISTINA RIVER N ENT LIGHT
 JU3688  PID         -  JU3688
 JU3688  STATE/COUNTY-  DE/NEW CASTLE
 JU3688  COUNTRY     -  US
 JU3688  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3688
 JU3688                         *CURRENT SURVEY CONTROL
 JU3688  ______________________________________________________________________
 JU3688* NAD 83(1991) POSITION- 39 43 08.82214(N) 075 30 37.15214(W)   ADJUSTED
 JU3688  ______________________________________________________________________
 JU3688  GEOID HEIGHT    -        -33.029 (meters)                     GEOID18
 JU3688  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 JU3688  HORZ ORDER      -  THIRD
 JU3688
 JU3688.The horizontal coordinates were established by classical geodetic methods
 JU3688.and adjusted by the National Geodetic Survey in January 1992.
 JU3688
 JU3688.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3688.GEOID18 height accuracy estimate available here.
 JU3688
 JU3688.Click photographs - Photos may exist for this station.
 JU3688
 JU3688.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3688
 JU3688. The following values were computed from the NAD 83(1991) position.
 JU3688
 JU3688;                    North         East     Units Scale Factor Converg.
 JU3688;SPC DE       -   190,847.297   191,969.945   MT  0.99999579   -0 03 35.4
 JU3688;SPC DE       -   626,138.17    629,821.39   sFT  0.99999579   -0 03 35.4
 JU3688;SPC NJ       -    98,818.624    63,380.249   MT  0.99999234   -0 38 44.4
 JU3688;SPC NJ       -   324,207.44    207,940.03   sFT  0.99999234   -0 38 44.4
 JU3688;UTM  18      - 4,396,707.214   456,261.171   MT  0.99962355   -0 19 34.0
 JU3688
 JU3688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5626196707(NAD 83)
 JU3688
 JU3688                          SUPERSEDED SURVEY CONTROL
 JU3688
 JU3688  NAD 83(1986)-  39 43 08.81863(N)    075 30 37.15667(W) AD(       ) 3
 JU3688  NAD 27      -  39 43 08.41000(N)    075 30 38.44300(W) AD(       ) 3
 JU3688
 JU3688.Superseded values are not recommended for survey control.
 JU3688
 JU3688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3688.See file dsdata.pdf to determine how the superseded data were derived.
 JU3688
 JU3688_MARKER: 14 = NAVIGATION LIGHT
 JU3688_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3688+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2010
 JU3688
 JU3688  HISTORY     - Date     Condition        Report By
 JU3688  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3688  HISTORY     - 1975     GOOD             NGS
 JU3688  HISTORY     - 1982     GOOD             NOS
 JU3688  HISTORY     - 20070929 GOOD             GEOCAC
 JU3688  HISTORY     - 20100925 GOOD             GEOCAC
 JU3688
 JU3688                          STATION DESCRIPTION
 JU3688
 JU3688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3688'STATION SHOULD BE CONSIDERED LOST.  THE PRESENT STRUCTURED DOES
 JU3688'NOT APPEAR TO BE OF 1931 VINTAGE AS INDICATED IN LL2243.
 JU3688
 JU3688                          STATION RECOVERY (1982)
 JU3688
 JU3688'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU3688'RECOVERED.  DIRECTIONS TURNED TO THIS STATION CHECKED WELL WITH
 JU3688'THE ORIGINAL POSITION.  IT IS NOT KNOWN WHY THIS STATION IS
 JU3688'CONSIDERED LOST.
 JU3688
 JU3688                          STATION RECOVERY (2007)
 JU3688
 JU3688'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 JU3688'RECOVERED IN GOOD CONDITION.
 JU3688
 JU3688                          STATION RECOVERY (2010)
 JU3688
 JU3688'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 JU3688'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2520 ***********************************************************************
 JU2520  DESIGNATION -  CHRISTINA RIVER SOUTH JETTY LT
 JU2520  PID         -  JU2520
 JU2520  STATE/COUNTY-  DE/NEW CASTLE
 JU2520  COUNTRY     -  US
 JU2520  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2520
 JU2520                         *CURRENT SURVEY CONTROL
 JU2520  ______________________________________________________________________
 JU2520* NAD 83(1991) POSITION- 39 42 54.91677(N) 075 30 44.94981(W)   ADJUSTED
 JU2520  ______________________________________________________________________
 JU2520  GEOID HEIGHT    -        -33.037 (meters)                     GEOID18
 JU2520  LAPLACE CORR    -         -2.47  (seconds)                    DEFLEC18
 JU2520  HORZ ORDER      -  THIRD
 JU2520
 JU2520.The horizontal coordinates were established by classical geodetic methods
 JU2520.and adjusted by the National Geodetic Survey in January 1992.
 JU2520
 JU2520.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2520.GEOID18 height accuracy estimate available here.
 JU2520
 JU2520.Click photographs - Photos may exist for this station.
 JU2520
 JU2520.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2520
 JU2520. The following values were computed from the NAD 83(1991) position.
 JU2520
 JU2520;                    North         East     Units Scale Factor Converg.
 JU2520;SPC DE       -   190,418.633   191,783.768   MT  0.99999583   -0 03 40.4
 JU2520;SPC DE       -   624,731.80    629,210.58   sFT  0.99999583   -0 03 40.4
 JU2520;SPC NJ       -    98,391.888    63,189.699   MT  0.99999275   -0 38 49.2
 JU2520;SPC NJ       -   322,807.39    207,314.87   sFT  0.99999275   -0 38 49.2
 JU2520;UTM  18      - 4,396,279.580   456,073.073   MT  0.99962376   -0 19 38.9
 JU2520
 JU2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5607396279(NAD 83)
 JU2520
 JU2520                          SUPERSEDED SURVEY CONTROL
 JU2520
 JU2520  NAD 83(1986)-  39 42 54.91270(N)    075 30 44.95452(W) AD(       ) 3
 JU2520
 JU2520.Superseded values are not recommended for survey control.
 JU2520
 JU2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2520.See file dsdata.pdf to determine how the superseded data were derived.
 JU2520
 JU2520_MARKER: 14 = NAVIGATION LIGHT
 JU2520_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2520+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2010
 JU2520
 JU2520  HISTORY     - Date     Condition        Report By
 JU2520  HISTORY     - 1982     FIRST OBSERVED   NOS
 JU2520  HISTORY     - 19970831 GOOD             USPSQD
 JU2520  HISTORY     - 20100925 GOOD             GEOCAC
 JU2520
 JU2520                          STATION DESCRIPTION
 JU2520
 JU2520'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU2520'THE STATION, CHRISTINA RIVER SOUTH JETTY LT, IS THE CENTER OF THE
 JU2520'GREEN LIGHT ATOP THE LIGHT STRUCTURE.
 JU2520'
 JU2520'THE STATION IS LOCATED AT THE END OF THE JETTY PROJECTING FROM
 JU2520'THE SOUTH SHORE OF THE MOUTH OF THE
 JU2520'CHRISTINA RIVER.
 JU2520
 JU2520                          STATION RECOVERY (1997)
 JU2520
 JU2520'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2520'RECOVERED IN GOOD CONDITION.
 JU2520
 JU2520                          STATION RECOVERY (2010)
 JU2520
 JU2520'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 JU2520'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1693 ***********************************************************************
 JU1693  DESIGNATION -  CHURCH
 JU1693  PID         -  JU1693
 JU1693  STATE/COUNTY-  DE/NEW CASTLE
 JU1693  COUNTRY     -  US
 JU1693  USGS QUAD   -  NEWARK EAST (2016)
 JU1693
 JU1693                         *CURRENT SURVEY CONTROL
 JU1693  ______________________________________________________________________
 JU1693* NAD 83(1991) POSITION- 39 41 16.20662(N) 075 38 54.63287(W)   ADJUSTED
 JU1693* NAVD 88 ORTHO HEIGHT -    26.470 (meters)       86.84  (feet) ADJUSTED
 JU1693  ______________________________________________________________________
 JU1693  GEOID HEIGHT    -        -32.981 (meters)                     GEOID18
 JU1693  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 JU1693  DYNAMIC HEIGHT  -         26.458 (meters)       86.80  (feet) COMP
 JU1693  MODELED GRAVITY -    980,166.1   (mgal)                       NAVD 88
 JU1693
 JU1693  HORZ ORDER      -  SECOND
 JU1693  VERT ORDER      -  SECOND    CLASS 0
 JU1693
 JU1693.The horizontal coordinates were established by classical geodetic methods
 JU1693.and adjusted by the National Geodetic Survey in January 1992.
 JU1693
 JU1693.The orthometric height was determined by differential leveling and
 JU1693.adjusted by the NATIONAL GEODETIC SURVEY
 JU1693.in June 1991.
 JU1693
 JU1693.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1693.GEOID18 height accuracy estimate available here.
 JU1693
 JU1693.Click photographs - Photos may exist for this station.
 JU1693
 JU1693.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1693
 JU1693.The dynamic height is computed by dividing the NAVD 88
 JU1693.geopotential number by the normal gravity value computed on the
 JU1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1693.degrees latitude (g = 980.6199 gals.).
 JU1693
 JU1693.The modeled gravity was interpolated from observed gravity values.
 JU1693
 JU1693. The following values were computed from the NAD 83(1991) position.
 JU1693
 JU1693;                    North         East     Units Scale Factor Converg.
 JU1693;SPC DE       -   187,395.599   180,112.310   MT  0.99999987   -0 08 53.0
 JU1693;SPC DE       -   614,813.73    590,918.47   sFT  0.99999987   -0 08 53.0
 JU1693;UTM  18      - 4,393,311.887   444,391.985   MT  0.99963807   -0 24 50.9
 JU1693
 JU1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1693!SPC DE       -   1.00000102  x   0.99999987  =   1.00000089
 JU1693!UTM  18      -   1.00000102  x   0.99963807  =   0.99963909
 JU1693
 JU1693:                Primary Azimuth Mark                     Grid Az
 JU1693:SPC DE       -  CHURCH AZ MK                             095 28 55.3
 JU1693:UTM  18      -  CHURCH AZ MK                             095 44 53.2
 JU1693
 JU1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4439193311(NAD 83)
 JU1693
 JU1693|---------------------------------------------------------------------|
 JU1693| PID    Reference Object                     Distance      Geod. Az  |
 JU1693|                                                           dddmmss.s |
 JU1693| JU1695 CHURCH AZ MK                                       0952002.3 |
 JU1693| JU1694 CHURCH RM 1                           9.388 METERS 09620     |
 JU1693| JU1692 CHURCH RM 2                          12.963 METERS 27608     |
 JU1693|---------------------------------------------------------------------|
 JU1693
 JU1693                          SUPERSEDED SURVEY CONTROL
 JU1693
 JU1693  NAD 83(1986)-  39 41 16.20142(N)    075 38 54.63996(W) AD(       ) 2
 JU1693  NAD 27      -  39 41 15.80160(N)    075 38 55.89680(W) AD(       ) 2
 JU1693  NGVD 29              26.82   (m)           88.0    (f) LEVELING    3  
 JU1693  NGVD 29 (11/26/84)   26.817  (m)           87.98   (f) ADJUSTED    2 0
 JU1693
 JU1693.Superseded values are not recommended for survey control.
 JU1693
 JU1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1693.See file dsdata.pdf to determine how the superseded data were derived.
 JU1693
 JU1693_MARKER: DS = TRIANGULATION STATION DISK
 JU1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1693_STAMPING: CHURCH 1958
 JU1693_MARK LOGO: CGS
 JU1693_PROJECTION: FLUSH
 JU1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1693+STABILITY: SURFACE MOTION
 JU1693
 JU1693  HISTORY     - Date     Condition        Report By
 JU1693  HISTORY     - 1958     MONUMENTED       CGS
 JU1693  HISTORY     - 1959     GOOD             CGS
 JU1693  HISTORY     - 1973     MARK NOT FOUND   NGS
 JU1693  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1693
 JU1693                          STATION DESCRIPTION
 JU1693
 JU1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JU1693'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHWEST OF THE POST
 JU1693'OFFICE IN WILMINGTON, AND ABOUT 1-1/2 MILES NORTHEAST OF
 JU1693'CHRISTIANA, AND ON THE NORTH SIDE OF CHURCHMANS ROAD.  IT IS
 JU1693'3 FEET SOUTHEAST OF POWERLINE POLE NO. 8, 35-1/2 FEET NORTH
 JU1693'OF THE CENTERLINE OF CHURCHMANS ROAD, 138 FEET SOUTHWEST OF
 JU1693'THE SOUTHWEST CORNER OF HOUSE, AND 3 FEET SOUTHEAST OF WITNESS
 JU1693'MARKER.  THE MARK IS A STANDARD TRAVERSE DISK SET IN A 10 BY
 JU1693'10 INCH CONCRETE MONUMENT.  FLUSH WITH THE GROUND AND THE
 JU1693'DISK IS STAMPED CHURCH 1958.
 JU1693'
 JU1693'REFERENCE MARK NO. 2 IS 35 FEET NORTH OF THE CENTERLINE OF
 JU1693'CHURCHMANS ROAD, AND 40 FEET EAST OF POWERLINE POLE.  THE MARK
 JU1693'IS A STANDARD REFERENCE MARK DISK SET IN A 10 BY 10 INCH
 JU1693'CONCRETE MONUMENT.  FLUSH WITH THE GROUND AND THE DISK IS
 JU1693'STAMPED CHURCH NO 2 1958.
 JU1693'
 JU1693'AZIMUTH MARK IS 37 FEET NORTH OF THE CENTERLINE OF CHURCHMANS
 JU1693'ROAD, 5 FEET SOUTHWEST OF POWERLINE POLE NO. 15, AND 2 FEET
 JU1693'WEST OF WITNESS MARKER.  THE MARK IS A STANDARD AZIMUTH MARK
 JU1693'DISK SET IN A 10 BY 10 INCH CONCRETE MONUMENT.  FLUSH WITH THE
 JU1693'GROUND AND THE DISK IS STAMPED CHURCH 1958.
 JU1693'
 JU1693'REFERENCE MARK NO. 1 IS 35 FEET NORTH OF THE CENTERLINE OF
 JU1693'CHURCHMANS ROAD, 29 FEET WEST-SOUTHWEST OF LOT CORNER POST,
 JU1693'125 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE.  THE MARK
 JU1693'IS A STANDARD REFERENCE MARK DISK SET IN A 10 BY 10 INCH
 JU1693'CONCRETE MONUMENT.  FLUSH WITH THE GROUND AND THE DISK IS
 JU1693'STAMPED CHURCH NO 1 1958.
 JU1693'
 JU1693'TO REACH FROM THE ADMINISTRATION BUILDING OF THE NEW CASTLE
 JU1693'COUNTY AIRPORT, GO SOUTHWEST ON U.S. HIGHWAYS NO. 13 AND 40
 JU1693'FOR 0.8 MILE TO JUNCTION OF STATE HIGHWAY NO. 273, TURN RIGHT
 JU1693'ON STATE HIGHWAY NO. 273 AND GO NORTHWEST FOR 0.3 MILE, TURN
 JU1693'RIGHT ON CHURCHMANS ROAD AND GO 2.25 MILE TO AZIMUTH MARK ON
 JU1693'RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO STATION ON
 JU1693'RIGHT AS DESCRIBED.
 JU1693'
 JU1693'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU1693
 JU1693                          STATION RECOVERY (1959)
 JU1693
 JU1693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JU1693'2 MI N FROM CHRISTIANA.
 JU1693'1.65 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF STATE
 JU1693'HIGHWAY 273 AT CHRISTIANA, THENCE ABOUT 0.35 MILE SOUTHEAST ALONG
 JU1693'CHURCHMANS ROAD, 0.95 MILE NORTHWEST OF THE BRIDGE OVER CHRISTINA
 JU1693'RIVER, 35 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 138 FEET
 JU1693'SOUTHWEST OF THE SOUTHWEST CORNER OF A RED BRICK ONE-STORY HOUSE,
 JU1693'3 FEET SOUTHEAST OF TELEPHONE POLE 8, 191 FEET WEST-NORTHWEST OF
 JU1693'THE CENTER LINE OF A DRIVE TO A BRICK HOUSE, 30.8 FEET
 JU1693'WEST-NORTHWEST OF R M 1, 42.4 FEET EAST-SOUTHEAST OF R M 2, 3 FEET
 JU1693'SOUTH-SOUTHEAST OF A STEEL WITNESS POST, ABOUT 1 FOOT BELOW THE
 JU1693'LEVEL OF CHURCHMANS ROAD, AND SET IN TOP OF A CONCRETE POST 1 INCH
 JU1693'BELOW THE LEVEL OF THE GROUND.
 JU1693
 JU1693                          STATION RECOVERY (1973)
 JU1693
 JU1693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 JU1693'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED
 JU1693'ALL MARKS WERE DESTROYED DURING CONSTRUCTION OF INTERSTATE
 JU1693'HIGHWAY 95.
 JU1693'
 JU1693'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU1693'1-1/2 MILES NORTHEAST OF CHRISTIANA.
 JU1693
 JU1693                          STATION RECOVERY (1981)
 JU1693
 JU1693'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1693'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1695 ***********************************************************************
 JU1695  DESIGNATION -  CHURCH AZ MK
 JU1695  PID         -  JU1695
 JU1695  STATE/COUNTY-  DE/NEW CASTLE
 JU1695  COUNTRY     -  US
 JU1695  USGS QUAD   -  NEWARK EAST (2016)
 JU1695
 JU1695                         *CURRENT SURVEY CONTROL
 JU1695  ______________________________________________________________________
 JU1695* NAD 83(1986) POSITION- 39 41 14.     (N) 075 38 37.     (W)   SCALED
 JU1695* NAVD 88 ORTHO HEIGHT -    26.990 (meters)       88.55  (feet) ADJUSTED
 JU1695  ______________________________________________________________________
 JU1695  GEOID HEIGHT    -        -32.985 (meters)                     GEOID18
 JU1695  DYNAMIC HEIGHT  -         26.977 (meters)       88.51  (feet) COMP
 JU1695  MODELED GRAVITY -    980,166.3   (mgal)                       NAVD 88
 JU1695
 JU1695  VERT ORDER      -  SECOND    CLASS 0
 JU1695
 JU1695.The horizontal coordinates were scaled from a map and have
 JU1695.an estimated accuracy of +/- 6 seconds.
 JU1695
 JU1695.The orthometric height was determined by differential leveling and
 JU1695.adjusted by the NATIONAL GEODETIC SURVEY
 JU1695.in June 1991.
 JU1695
 JU1695.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1695.GEOID18 height accuracy estimate available here.
 JU1695
 JU1695.Click photographs - Photos may exist for this station.
 JU1695
 JU1695.The dynamic height is computed by dividing the NAVD 88
 JU1695.geopotential number by the normal gravity value computed on the
 JU1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1695.degrees latitude (g = 980.6199 gals.).
 JU1695
 JU1695.The modeled gravity was interpolated from observed gravity values.
 JU1695
 JU1695;                    North         East    Units  Estimated Accuracy
 JU1695;SPC DE       -   187,330.      180,530.      MT  (+/- 180 meters Scaled)
 JU1695
 JU1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ448932(NAD 83)
 JU1695
 JU1695                          SUPERSEDED SURVEY CONTROL
 JU1695
 JU1695  NGVD 29 (11/26/84)   27.336  (m)           89.68   (f) ADJUSTED    2 0
 JU1695
 JU1695.Superseded values are not recommended for survey control.
 JU1695
 JU1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1695.See file dsdata.pdf to determine how the superseded data were derived.
 JU1695
 JU1695_MARKER: DZ = AZIMUTH MARK DISK
 JU1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1695_STAMPING: CHURCH 1958
 JU1695_MARK LOGO: CGS
 JU1695_PROJECTION: FLUSH
 JU1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1695+STABILITY: SURFACE MOTION
 JU1695
 JU1695  HISTORY     - Date     Condition        Report By
 JU1695  HISTORY     - 1958     MONUMENTED       CGS
 JU1695  HISTORY     - 1959     GOOD             CGS
 JU1695  HISTORY     - 19900111 MARK NOT FOUND   USGS
 JU1695  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1695
 JU1695                          STATION DESCRIPTION
 JU1695
 JU1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1695'2.2 MI NE FROM CHRISTIANA.
 JU1695'1.65 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 JU1695'STATE HIGHWAY 273 AT CHRISTIANA, THENCE ABOUT 0.6 MILE SOUTHEAST
 JU1695'ALONG CHURCHMANS ROAD, 0.65 MILE NORTHWEST OF THE CONCRETE BRIDGE
 JU1695'OVER CHRISTINA RIVER, ABOUT 1.35 MILE NORTHWEST ALONG CHURCHMANS
 JU1695'ROAD FROM THE JUNCTION OF AIRPORT ROAD (FORMERLY HOG SWAMP ROAD),
 JU1695'36 FEET NORTH OF THE CENTER LINE OF ROAD, 3.8 FEET WEST OF POWER
 JU1695'LINE POLE K 98 15, ON TOP OF A 4-FOOT-HIGH CUT BANK, 2.2 FEET
 JU1695'WEST OF A STEEL WITNESS POST, AND SET IN TOP OF A CONCRETE POST.
 JU1695
 JU1695                          STATION RECOVERY (1990)
 JU1695
 JU1695'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 JU1695'MARK NOT FOUND.
 JU1695
 JU1695                          STATION RECOVERY (2013)
 JU1695
 JU1695'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1695'POWER LINE POLE NUMBER IS 45933-41288.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1694 ***********************************************************************
 JU1694  DESIGNATION -  CHURCH RM 1
 JU1694  PID         -  JU1694
 JU1694  STATE/COUNTY-  DE/NEW CASTLE
 JU1694  COUNTRY     -  US
 JU1694  USGS QUAD   -  NEWARK EAST (2016)
 JU1694
 JU1694                         *CURRENT SURVEY CONTROL
 JU1694  ______________________________________________________________________
 JU1694* NAD 83(1986) POSITION- 39 41 16.17   (N) 075 38 54.24   (W)   HD_HELD1
 JU1694* NAVD 88 ORTHO HEIGHT -    26.577 (meters)       87.19  (feet) ADJUSTED
 JU1694  ______________________________________________________________________
 JU1694  GEOID HEIGHT    -        -32.981 (meters)                     GEOID18
 JU1694  DYNAMIC HEIGHT  -         26.565 (meters)       87.16  (feet) COMP
 JU1694  MODELED GRAVITY -    980,166.1   (mgal)                       NAVD 88
 JU1694
 JU1694  VERT ORDER      -  SECOND    CLASS 0
 JU1694
 JU1694.The horizontal coordinates were determined by differentially corrected
 JU1694.hand held GPS observations or other comparable positioning techniques
 JU1694.and have an estimated accuracy of +/- 3 meters.
 JU1694
 JU1694.The orthometric height was determined by differential leveling and
 JU1694.adjusted by the NATIONAL GEODETIC SURVEY
 JU1694.in June 1991.
 JU1694
 JU1694.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1694.GEOID18 height accuracy estimate available here.
 JU1694
 JU1694.Click photographs - Photos may exist for this station.
 JU1694
 JU1694.The dynamic height is computed by dividing the NAVD 88
 JU1694.geopotential number by the normal gravity value computed on the
 JU1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1694.degrees latitude (g = 980.6199 gals.).
 JU1694
 JU1694.The modeled gravity was interpolated from observed gravity values.
 JU1694
 JU1694;                    North         East    Units  Estimated Accuracy
 JU1694;SPC DE       -   187,394.4     180,121.7     MT  (+/- 3 meters HH1 GPS) 
 JU1694
 JU1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4440193310(NAD 83)
 JU1694
 JU1694                          SUPERSEDED SURVEY CONTROL
 JU1694
 JU1694  NGVD 29 (11/26/84)   26.924  (m)           88.33   (f) ADJUSTED    2 0
 JU1694
 JU1694.Superseded values are not recommended for survey control.
 JU1694
 JU1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1694.See file dsdata.pdf to determine how the superseded data were derived.
 JU1694
 JU1694_MARKER: DR = REFERENCE MARK DISK
 JU1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1694_STAMPING: CHURCH NO 1 1958
 JU1694_MARK LOGO: CGS
 JU1694_PROJECTION: FLUSH
 JU1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1694+STABILITY: SURFACE MOTION
 JU1694
 JU1694  HISTORY     - Date     Condition        Report By
 JU1694  HISTORY     - 1958     MONUMENTED       CGS
 JU1694  HISTORY     - 1959     GOOD             CGS
 JU1694  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1694
 JU1694                          STATION DESCRIPTION
 JU1694
 JU1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1694'2 MI N FROM CHRISTIANA.
 JU1694'30.8 FEET EAST-SOUTHEAST OF CHURCH DESCRIBED, 73.2 FEET
 JU1694'EAST-SOUTHEAST OF RM 2, 34 1/2 FEET NORTH-NORTHEAST OF THE CENTER
 JU1694'LINE OF THE ROAD, 33 FEET EAST-SOUTHEAST OF POWER LINE POLE 8,
 JU1694'116 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF RED BRICK HOUSE,
 JU1694'160 FEET WEST-NORTHWEST OF THE CENTER LINE OF DRIVE LEADING TO
 JU1694'HOUSE, ABOUT 1/2 FOOT BELOW THE LEVEL OF CHURCHMANS ROAD, AND
 JU1694'SET IN TOP OF A CONCRETE POST 1 INCH BELOW THE SURFACE OF THE
 JU1694'GROUND.
 JU1694
 JU1694                          STATION RECOVERY (1981)
 JU1694
 JU1694'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1694'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1692 ***********************************************************************
 JU1692  DESIGNATION -  CHURCH RM 2
 JU1692  PID         -  JU1692
 JU1692  STATE/COUNTY-  DE/NEW CASTLE
 JU1692  COUNTRY     -  US
 JU1692  USGS QUAD   -  NEWARK EAST (2016)
 JU1692
 JU1692                         *CURRENT SURVEY CONTROL
 JU1692  ______________________________________________________________________
 JU1692* NAD 83(1986) POSITION- 39 41 16.25   (N) 075 38 55.17   (W)   HD_HELD1
 JU1692* NAVD 88 ORTHO HEIGHT -    26.102 (meters)       85.64  (feet) ADJUSTED
 JU1692  ______________________________________________________________________
 JU1692  GEOID HEIGHT    -        -32.981 (meters)                     GEOID18
 JU1692  DYNAMIC HEIGHT  -         26.090 (meters)       85.60  (feet) COMP
 JU1692  MODELED GRAVITY -    980,166.1   (mgal)                       NAVD 88
 JU1692
 JU1692  VERT ORDER      -  SECOND    CLASS 0
 JU1692
 JU1692.The horizontal coordinates were determined by differentially corrected
 JU1692.hand held GPS observations or other comparable positioning techniques
 JU1692.and have an estimated accuracy of +/- 3 meters.
 JU1692
 JU1692.The orthometric height was determined by differential leveling and
 JU1692.adjusted by the NATIONAL GEODETIC SURVEY
 JU1692.in June 1991.
 JU1692
 JU1692.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1692.GEOID18 height accuracy estimate available here.
 JU1692
 JU1692.Click photographs - Photos may exist for this station.
 JU1692
 JU1692.The dynamic height is computed by dividing the NAVD 88
 JU1692.geopotential number by the normal gravity value computed on the
 JU1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1692.degrees latitude (g = 980.6199 gals.).
 JU1692
 JU1692.The modeled gravity was interpolated from observed gravity values.
 JU1692
 JU1692;                    North         East    Units  Estimated Accuracy
 JU1692;SPC DE       -   187,397.0     180,099.5     MT  (+/- 3 meters HH1 GPS) 
 JU1692
 JU1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4437993313(NAD 83)
 JU1692
 JU1692                          SUPERSEDED SURVEY CONTROL
 JU1692
 JU1692  NGVD 29 (11/26/84)   26.449  (m)           86.77   (f) ADJUSTED    2 0
 JU1692
 JU1692.Superseded values are not recommended for survey control.
 JU1692
 JU1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1692.See file dsdata.pdf to determine how the superseded data were derived.
 JU1692
 JU1692_MARKER: DR = REFERENCE MARK DISK
 JU1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1692_STAMPING: CHURCH NO 2 1958
 JU1692_MARK LOGO: CGS
 JU1692_PROJECTION: FLUSH
 JU1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1692+STABILITY: SURFACE MOTION
 JU1692
 JU1692  HISTORY     - Date     Condition        Report By
 JU1692  HISTORY     - 1958     MONUMENTED       CGS
 JU1692  HISTORY     - 1959     GOOD             CGS
 JU1692  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1692
 JU1692                          STATION DESCRIPTION
 JU1692
 JU1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1692'2 MI N FROM CHRISTIANA.
 JU1692'42.4 FEET WEST-NORTHWEST OF CHURCH DESCRIBED, 73.2 FEET
 JU1692'WEST-NORTHWEST OF R M 1, 35 1/2 FEET NORTH-NORTHEAST OF THE CENTER
 JU1692'LINE OF CHURCHMANS ROAD, 40 1/2 FEET WEST-NORTHWEST OF POWER LINE
 JU1692'POLE 8, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN
 JU1692'TOP OF A CONCRETE POST 2 INCHES BELOW THE SURFACE OF THE GROUND.
 JU1692
 JU1692                          STATION RECOVERY (1981)
 JU1692
 JU1692'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1692'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AF8150 ***********************************************************************
 AF8150  DESIGNATION -  COD AZ MK
 AF8150  PID         -  AF8150
 AF8150  STATE/COUNTY-  DE/SUSSEX
 AF8150  COUNTRY     -  US
 AF8150  USGS QUAD   -  SHARPTOWN (2016)
 AF8150
 AF8150                         *CURRENT SURVEY CONTROL
 AF8150  ______________________________________________________________________
 AF8150* NAD 83(1991) POSITION- 38 32 41.65128(N) 075 42 00.95019(W)   ADJUSTED
 AF8150* NAVD 88 ORTHO HEIGHT -     5.5   (meters)       18.    (feet) VERTCON3
 AF8150  ______________________________________________________________________
 AF8150  GEOID HEIGHT    -        -35.580 (meters)                     GEOID18
 AF8150  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 AF8150  HORZ ORDER      -  THIRD
 AF8150
 AF8150.The horizontal coordinates were established by classical geodetic methods
 AF8150.and adjusted by the National Geodetic Survey in March 1999.
 AF8150
 AF8150.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8150
 AF8150.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF8150.GEOID18 height accuracy estimate available here.
 AF8150
 AF8150.Click photographs - Photos may exist for this station.
 AF8150
 AF8150.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF8150
 AF8150. The following values were computed from the NAD 83(1991) position.
 AF8150
 AF8150;                    North         East     Units Scale Factor Converg.
 AF8150;SPC DE       -    60,522.967   175,276.492   MT  1.00000252   -0 10 36.2
 AF8150;SPC DE       -   198,565.77    575,052.96   sFT  1.00000252   -0 10 36.2
 AF8150;UTM  18      - 4,266,508.347   438,976.058   MT  0.99964586   -0 26 10.9
 AF8150
 AF8150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8150!SPC DE       -   1.00000472  x   1.00000252  =   1.00000724
 AF8150!UTM  18      -   1.00000472  x   0.99964586  =   0.99965058
 AF8150
 AF8150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3897666508(NAD 83)
 AF8150
 AF8150                          SUPERSEDED SURVEY CONTROL
 AF8150
 AF8150  NGVD 29 (03/31/99)    5.7    (m)           19.     (f) VERT ANG       
 AF8150
 AF8150.Superseded values are not recommended for survey control.
 AF8150
 AF8150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8150.See file dsdata.pdf to determine how the superseded data were derived.
 AF8150
 AF8150_MARKER: DZ = AZIMUTH MARK DISK
 AF8150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8150_STAMPING: COD 1962
 AF8150_MARK LOGO: CGS
 AF8150_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8150+STABILITY: SURFACE MOTION
 AF8150
 AF8150  HISTORY     - Date     Condition        Report By
 AF8150  HISTORY     - 1962     MONUMENTED       CGS
 AF8150  HISTORY     - 19840615 GOOD             NGS
 AF8150
 AF8150                          STATION DESCRIPTION
 AF8150
 AF8150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AF8150'THE STATION IS LOCATED 11-1/4 KM WEST-SOUTHWEST FROM LAUREL, DELAWARE,
 AF8150'2-3/4 KM SOUTHEAST FROM GALESTOWN, 1-1/2 KM EAST FROM SHARPTOWN AND IN
 AF8150'A CULTIVATED FIELD JUST SOUTH FROM A LOW RIDGE.  OWNERSHIP--MR AND MRS
 AF8150'WILLIAM COOPER, ROUTE 3, BOX 217-G LAUREL DELAWARE 19956. TELEPHONE
 AF8150'NUMBER 302 875 5317.  TO REACH FROM THE POST OFFICE AT SHARPTOWN, GO
 AF8150'EAST ON FOURTH STREET FOR 0.05 KM (0.05 MI) TO A CROSSROADS.  TURN
 AF8150'LEFT AND GO NORTH ON FERRY STREET FOR 0.25 KM (0.15 MI) TO A
 AF8150'CROSSROADS.  TURN RIGHT AND GO EAST ON WATER STREET FOR 1.7 KM (1.05
 AF8150'MI) TO THE STATION ON THE RIGHT.  THE STATION IS A STANDARD CGS
 AF8150'AZIMUTH MARK DISK STAMPED---COD 1962---.  SET IN THE TOP OF A 25 CM
 AF8150'SQUARE CONCRETE POST WHICH PROJECTS 10 CM.  IT IS 69.3 METERS (227.4
 AF8150'FT) SOUTH FROM THE CENTER OF WATER STREET, 69.3 KM (43.05 MI)
 AF8150'SOUTH-SOUTHWEST FROM A POWERLINE POLE NUMBERED D9 282 43999 99721,
 AF8150'31.7 METERS (104.0 FT) WEST FROM THE MARYLAND-DELAWARE BOUNDARY, 2.1
 AF8150'METERS (6.9 FT) SOUTH FROM THE SOUTH EDGE OF A CULTIVATED FIELD, 1.1
 AF8150'METERS (3.6 FT) NORTH FROM A WITNESS POST AND ABOUT 276 METERS (905.5
 AF8150'FT) SOUTH FROM A LOW RIDGE.  FOR ADDITIONAL INFORMATION SEE THE
 AF8150'DESCRIPTION FOR STATION COD 1962.  AZIMUTH MARK NO 1, IS A STANDARD,
 AF8150'CGS, DISK STAMPED,---COD 1962---.  SET INTO THE TOP OF A SQUARE
 AF8150'CONCRETE MONUMENT, 10 INCHES, 25 CM IN DIAMETER ON SIDE.  PROJECTING 2
 AF8150'INCHES, 5 CM ABOVE THE GROUND.  TO REACH THE AZIMUTH MARK FROM THE
 AF8150'STATION, GO SOUTH ACROSS THE CULTIVATED FIELD, CROSSING WATER STREET
 AF8150'FOR 235 METERS (771.0 FT) TO THE EDGE OF A TIMBERED AREA AND THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AF8320 ***********************************************************************
 AF8320  DESIGNATION -  COD RESET
 AF8320  PID         -  AF8320
 AF8320  STATE/COUNTY-  DE/SUSSEX
 AF8320  COUNTRY     -  US
 AF8320  USGS QUAD   -  SHARPTOWN (2016)
 AF8320
 AF8320                         *CURRENT SURVEY CONTROL
 AF8320  ______________________________________________________________________
 AF8320* NAD 83(1991) POSITION- 38 32 49.22462(N) 075 41 59.79100(W)   ADJUSTED
 AF8320* NAVD 88 ORTHO HEIGHT -     3.4   (meters)       11.    (feet) VERTCON3
 AF8320  ______________________________________________________________________
 AF8320  GEOID HEIGHT    -        -35.579 (meters)                     GEOID18
 AF8320  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 AF8320  HORZ ORDER      -  SECOND
 AF8320
 AF8320.The horizontal coordinates were established by classical geodetic methods
 AF8320.and adjusted by the National Geodetic Survey in January 1992.
 AF8320
 AF8320.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF8320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF8320
 AF8320.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF8320.GEOID18 height accuracy estimate available here.
 AF8320
 AF8320.Click photographs - Photos may exist for this station.
 AF8320
 AF8320.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF8320
 AF8320. The following values were computed from the NAD 83(1991) position.
 AF8320
 AF8320;                    North         East     Units Scale Factor Converg.
 AF8320;SPC DE       -    60,756.405   175,305.283   MT  1.00000251   -0 10 35.5
 AF8320;SPC DE       -   199,331.64    575,147.42   sFT  1.00000251   -0 10 35.5
 AF8320;UTM  18      - 4,266,741.570   439,005.896   MT  0.99964581   -0 26 10.3
 AF8320
 AF8320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8320!SPC DE       -   1.00000506  x   1.00000251  =   1.00000757
 AF8320!UTM  18      -   1.00000506  x   0.99964581  =   0.99965086
 AF8320
 AF8320:                Primary Azimuth Mark                     Grid Az
 AF8320:SPC DE       -  SALISBURY TV STA WMDT MAST               211 53 12.3
 AF8320:UTM  18      -  SALISBURY TV STA WMDT MAST               212 08 47.1
 AF8320
 AF8320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3900566741(NAD 83)
 AF8320
 AF8320|---------------------------------------------------------------------|
 AF8320| PID    Reference Object                     Distance      Geod. Az  |
 AF8320|                                                           dddmmss.s |
 AF8320| DC7934 COD RM 1                             12.792 METERS 15330     |
 AF8320| AF8150 COD AZ MK                           235.207 METERS 18651     |
 AF8320| HU2754 SALISBURY TV STA WMDT MAST          APPROX. 5.9 KM 2114236.8 |
 AF8320| HU2023 BOUNDARY MONUMENT 6 DEL MD           48.458 METERS 27916     |
 AF8320| AI3266 COD RM 3                              6.031 METERS 30620     |
 AF8320| DC7935 COD RM 2                             13.249 METERS 30654     |
 AF8320|---------------------------------------------------------------------|
 AF8320
 AF8320                          SUPERSEDED SURVEY CONTROL
 AF8320
 AF8320  NAD 83(1991)-  38 32 49.21987(N)    075 41 59.81115(W) AD(       ) 2
 AF8320  NAD 27      -  38 32 48.80640(N)    075 42 01.05530(W) AD(       ) 2
 AF8320  NGVD 29 (07/19/86)    3.6    (m)           12.     (f) VERT ANG       
 AF8320
 AF8320.Superseded values are not recommended for survey control.
 AF8320
 AF8320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8320.See file dsdata.pdf to determine how the superseded data were derived.
 AF8320
 AF8320_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8320_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AF8320_STAMPING: COD 1962 1984
 AF8320_MARK LOGO: NGS
 AF8320_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF8320
 AF8320  HISTORY     - Date     Condition        Report By
 AF8320  HISTORY     - 1984     MONUMENTED       NGS
 AF8320
 AF8320                          STATION DESCRIPTION
 AF8320
 AF8320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AF8320'THE STATION SURFACE MARK AND BOTH REFEREENCE MARKS WERE FOUND
 AF8320'DESTROYED.  THE STATION SUB-SURFACE MARK, THE AZIMUTH MARK AND THE
 AF8320'BOUNDARY MONUMENT SIX WERE FOUND IN GOOD CONDITION.  A NEW STATION
 AF8320'SURFACE MARK AND A NEW REFERENCE MARK THREE WERE SET.  A DIFFERENCE OF
 AF8320'FOURTEEN SECONDS IN DIRECTION WAS NOTED BETWEEN THE AZIMUTH MARK AND
 AF8320'THE SHARPTOWN MUNICIPAL TANK.  THE DIFFERENCE WAS CHECKED AND NOTED
 AF8320'BUT THE REASON FOR THE DIFFERENCE COULD NOT BE DETERMINED.  ALL OTHER
 AF8320'OBSERVATIONS AGREED WITH THE MOST RECENT DATA.  THE LOCATION OF THE
 AF8320'STATION PREVENTS IDEAL LOCATION TO SET THE ONLY REFERENCE MARK NOR ARE
 AF8320'THERE ARE OTHER LOCATIONS TO ESTABLISH ADDITIONAL MARKS.  A COMPLETE
 AF8320'NEW DESCRIPTION OF THIS STATION FOLLOWS.
 AF8320'
 AF8320'THE STATION IS LOCATED ABOUT 11-1/4 KM WEST FROM
 AF8320'LAUREL, DELAWARE, 2-3/4 KM SOUTHEAST FROM GALESTOWN,
 AF8320'MARYLAND, 1-1/2 KM EAST FROM SHARPTOWN, MARYLAND AND
 AF8320'JUST SOUTH FROM A LOW RIDGE.  OWNERSHIP--MR AND MRS WILLIAM COOPER,
 AF8320'ROUTE 3, BOX 217-6, LAUREL, DELAWARE, 19956.
 AF8320'
 AF8320'TO REACH THE STATION FROM POST OFFICE AT SHARPTOWN, MARYLAND,
 AF8320'GO EAST ON FOURTH STREET FOR 0.05 KM (0.05 MI) TO A CROSSROADS.  TURN
 AF8320'LEFT AND GO NORTH ON FERRY STREET FOR 0.25 KM (0.15 MI) TO A
 AF8320'CROSSROADS.  TURN RIGHT AND GO EAST ON WATER STREET FOR 1.7 KM (1.05
 AF8320'MI) TO THE STATION ON THE LEFT.  FOR ADDITIONAL INFORMATION SEE THE
 AF8320'DESCRIPTION FOR STATION COD 1961.
 AF8320'
 AF8320'THE STATION IS  SET INTO THE TOP OF AN IRREGULAR MASS OF
 AF8320'CONCRETE, 24 INCHES, 61 CM IN DIAMETER ON SIDE, RECESSED 14
 AF8320'INCHES, 36 CM BELOW THE GROUND. THE STATION IS LOCATED 60.7 METERS
 AF8320'(199.1 FT) SOUTHEAST FROM A CARSONITE WITNESS POST, 49.2 METERS (161.4
 AF8320'FT) EAST FROM THE SOUTHEAST EDGE OF A WOODED AREA AT A 24-INCH OAK,
 AF8320'162.2 METERS (532.2 FT) NORTH FROM THE CENTER OF WATER STREET, 39.6
 AF8320'METERS (129.9 FT) SOUTH FROM THE TOP OF THE RIDGE AND 167.8 METERS
 AF8320'(550.5 FT) NORTH FROM A POWERLINE POLE NUMBERED 44018 99719.  THE
 AF8320'UNDERGROUND MARK IS A STANDARD CGS DISK STAMPED COD 1962 IN AND
 AF8320'IRREGULAR MASS OF CONCRETE 4 FT (1.2 M) BELOW THE SURFACE.
 AF8320'
 AF8320'RM 3 IS A STANDARD NGS DISK STAMPED COD 1962 NO 3 1984 SET INTO THE
 AF8320'TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN DIAMETER FLUSH WITH THE
 AF8320'GROUND.  LOCATED 657.5 FT (200.4 M) N FROM THE CENTER OF WATER STREET,
 AF8320'80.0 FT (24.4 M) N FROM THE 24 INCH OAK TREE, 4.0 FT (1.2 M) W FROM
 AF8320'THE WEST EDGE OF THE FIELD AND 1.4 FT (0.4 M) E FROM THE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4243 ***********************************************************************
 JU4243  HT_MOD      -  This is a Height Modernization Survey Station.
 JU4243  DESIGNATION -  COLDWELL AZ MK
 JU4243  PID         -  JU4243
 JU4243  STATE/COUNTY-  DE/NEW CASTLE
 JU4243  COUNTRY     -  US
 JU4243  USGS QUAD   -  MILLINGTON (2016)
 JU4243
 JU4243                         *CURRENT SURVEY CONTROL
 JU4243  ______________________________________________________________________
 JU4243* NAD 83(2011) POSITION- 39 22 16.33068(N) 075 45 57.28125(W)   ADJUSTED
 JU4243* NAD 83(2011) ELLIP HT-   -12.222 (meters)        (12/20/17)   ADJUSTED
 JU4243* NAD 83(2011) EPOCH   -  2010.00
 JU4243* NAVD 88 ORTHO HEIGHT -    21.36  (meters)       70.1   (feet) GPS OBS
 JU4243  ______________________________________________________________________
 JU4243  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 JU4243  GEOID HEIGHT    -        -33.575 (meters)                     GEOID12B
 JU4243  GEOID HEIGHT    -        -33.577 (meters)                     GEOID18
 JU4243  NAD 83(2011) X  -  1,213,998.669 (meters)                     COMP
 JU4243  NAD 83(2011) Y  - -4,785,701.377 (meters)                     COMP
 JU4243  NAD 83(2011) Z  -  4,024,251.678 (meters)                     COMP
 JU4243  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 JU4243
 JU4243  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4243  Standards:
 JU4243         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4243            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4243  -------------------------------------------------------------------
 JU4243  NETWORK    0.95   0.92           0.43   0.33   0.47     -0.06182952
 JU4243  -------------------------------------------------------------------
 JU4243  Click here for local accuracies and other accuracy information.
 JU4243
 JU4243.The horizontal coordinates were established by GPS observations
 JU4243.and adjusted by the MASER CONSULTING in December 2017.
 JU4243
 JU4243.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4243.been affixed to the stable North American tectonic plate. See 
 JU4243.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4243
 JU4243.The horizontal coordinates are valid at the epoch date displayed above
 JU4243.which is a decimal equivalence of Year/Month/Day.
 JU4243
 JU4243.The orthometric height was determined by GPS observations and a
 JU4243.high-resolution geoid model using precise GPS observation and
 JU4243.processing techniques.
 JU4243
 JU4243.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4243.GEOID18 height accuracy estimate available here.
 JU4243
 JU4243.Click photographs - Photos may exist for this station.
 JU4243
 JU4243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4243
 JU4243.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4243
 JU4243.The ellipsoidal height was determined by GPS observations
 JU4243.and is referenced to NAD 83.
 JU4243
 JU4243. The following values were computed from the NAD 83(2011) position.
 JU4243
 JU4243;                    North         East     Units Scale Factor Converg.
 JU4243;SPC DE       -   152,273.980   169,905.009   MT  1.00000615   -0 13 17.6
 JU4243;SPC DE       -   499,585.55    557,430.02   sFT  1.00000615   -0 13 17.6
 JU4243;SPC MD       -   189,934.193   506,339.214   MT  0.99998717   +0 46 28.4
 JU4243;SPC MD       -   623,142.43  1,661,214.57   sFT  0.99998717   +0 46 28.4
 JU4243;UTM  18      - 4,358,250.419   434,025.927   MT  0.99965359   -0 29 09.1
 JU4243
 JU4243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4243!SPC DE       -   1.00000192  x   1.00000615  =   1.00000807
 JU4243!SPC MD       -   1.00000192  x   0.99998717  =   0.99998909
 JU4243!UTM  18      -   1.00000192  x   0.99965359  =   0.99965551
 JU4243
 JU4243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3402558250(NAD 83)
 JU4243
 JU4243                          SUPERSEDED SURVEY CONTROL
 JU4243
 JU4243  NAD 83(1991)-  39 22 16.32928(N)    075 45 57.28257(W) AD(       ) 3
 JU4243  NAD 83(1986)-  39 22 16.32123(N)    075 45 57.29284(W) AD(       ) 3
 JU4243  NGVD 29 (03/25/91)   22.9    (m)           75.     (f) VERT ANG       
 JU4243
 JU4243.Superseded values are not recommended for survey control.
 JU4243
 JU4243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4243.See file dsdata.pdf to determine how the superseded data were derived.
 JU4243
 JU4243_MARKER: DZ = AZIMUTH MARK DISK
 JU4243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4243_STAMPING: COLDWELL 1961
 JU4243_MARK LOGO: CGS
 JU4243_PROJECTION: PROJECTING 8 CENTIMETERS
 JU4243_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU4243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4243+STABILITY: SURFACE MOTION
 JU4243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4243+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2013
 JU4243
 JU4243  HISTORY     - Date     Condition        Report By
 JU4243  HISTORY     - 1961     MONUMENTED       CGS
 JU4243  HISTORY     - 1987     GOOD             NGS
 JU4243  HISTORY     - 20041012 GOOD             GEOCAC
 JU4243  HISTORY     - 20130711 GOOD             DELCOS
 JU4243  HISTORY     - 20130823 GOOD             DELCOS
 JU4243
 JU4243                          STATION DESCRIPTION
 JU4243
 JU4243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (RGP)
 JU4243'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 JU4243'NO NEW DESCRIPTION IS REQUIRED.
 JU4243
 JU4243                          STATION RECOVERY (2004)
 JU4243
 JU4243'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JU4243'FOUND AS PREVIOUSLY DESCRIBED AND 32 FEET NORTH OF THE MAILBOX FOR
 JU4243'HOUSE NUMBER 415 STATE LINE ROAD.
 JU4243
 JU4243                          STATION RECOVERY (2013)
 JU4243
 JU4243'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4243'RECOVERED IN GOOD CONDITION.
 JU4243
 JU4243                          STATION RECOVERY (2013)
 JU4243
 JU4243'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 JU4243'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1100 ***********************************************************************
 JU1100  DESIGNATION -  COLLEGE
 JU1100  PID         -  JU1100
 JU1100  STATE/COUNTY-  DE/KENT
 JU1100  COUNTRY     -  US
 JU1100  USGS QUAD   -  DOVER (2016)
 JU1100
 JU1100                         *CURRENT SURVEY CONTROL
 JU1100  ______________________________________________________________________
 JU1100* NAD 83(1991) POSITION- 39 11 05.95227(N) 075 32 41.93455(W)   ADJUSTED
 JU1100* NAVD 88 ORTHO HEIGHT -     8.921 (meters)       29.27  (feet) ADJUSTED
 JU1100  ______________________________________________________________________
 JU1100  GEOID HEIGHT    -        -34.267 (meters)                     GEOID18
 JU1100  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 JU1100  DYNAMIC HEIGHT  -          8.916 (meters)       29.25  (feet) COMP
 JU1100  MODELED GRAVITY -    980,092.6   (mgal)                       NAVD 88
 JU1100
 JU1100  HORZ ORDER      -  FIRST
 JU1100  VERT ORDER      -  FIRST     CLASS I
 JU1100
 JU1100.The horizontal coordinates were established by classical geodetic methods
 JU1100.and adjusted by the National Geodetic Survey in January 1992.
 JU1100
 JU1100.The orthometric height was determined by differential leveling and
 JU1100.adjusted by the NATIONAL GEODETIC SURVEY
 JU1100.in June 1991.
 JU1100
 JU1100.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1100.GEOID18 height accuracy estimate available here.
 JU1100
 JU1100.Click photographs - Photos may exist for this station.
 JU1100
 JU1100.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1100
 JU1100.The dynamic height is computed by dividing the NAVD 88
 JU1100.geopotential number by the normal gravity value computed on the
 JU1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1100.degrees latitude (g = 980.6199 gals.).
 JU1100
 JU1100.The modeled gravity was interpolated from observed gravity values.
 JU1100
 JU1100. The following values were computed from the NAD 83(1991) position.
 JU1100
 JU1100;                    North         East     Units Scale Factor Converg.
 JU1100;SPC DE       -   131,549.870   188,913.575   MT  0.99999651   -0 04 51.9
 JU1100;SPC DE       -   431,593.20    619,793.95   sFT  0.99999651   -0 04 51.9
 JU1100;UTM  18      - 4,337,446.523   452,932.051   MT  0.99962728   -0 20 39.6
 JU1100
 JU1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1100!SPC DE       -   1.00000398  x   0.99999651  =   1.00000049
 JU1100!UTM  18      -   1.00000398  x   0.99962728  =   0.99963126
 JU1100
 JU1100:                Primary Azimuth Mark                     Grid Az
 JU1100:SPC DE       -  MAHON 2                                  089 55 40.6
 JU1100:UTM  18      -  MAHON 2                                  090 11 28.3
 JU1100
 JU1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5293237446(NAD 83)
 JU1100
 JU1100|---------------------------------------------------------------------|
 JU1100| PID    Reference Object                     Distance      Geod. Az  |
 JU1100|                                                           dddmmss.s |
 JU1100| JU1102 COLLEGE RM 1                                       04708     |
 JU1100| JU3383 MAHON 2                             APPROX.12.5 KM 0895048.7 |
 JU1100| AI3262 COLLEGE AZ MK 2                     376.077 METERS 12101     |
 JU1100| JU1099 COLLEGE RM 2                          6.127 METERS 16343     |
 JU1100| JU1101 COLLEGE RM 3                          2.482 METERS 26426     |
 JU1100| JU3441 DOVER DEL STATE COLLEGE TANK         24.410 METERS 27755     |
 JU1100|---------------------------------------------------------------------|
 JU1100
 JU1100                          SUPERSEDED SURVEY CONTROL
 JU1100
 JU1100  NAD 83(1986)-  39 11 05.94371(N)    075 32 41.94336(W) AD(       ) 1
 JU1100  NAD 27      -  39 11 05.54100(N)    075 32 43.21400(W) AD(       ) 1
 JU1100  NAVD 88               8.92   (m)           29.3    (f) LEVELING    3  
 JU1100  NGVD 29 (11/26/84)    9.159  (m)           30.05   (f) ADJUSTED    1 1
 JU1100
 JU1100.Superseded values are not recommended for survey control.
 JU1100
 JU1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1100.See file dsdata.pdf to determine how the superseded data were derived.
 JU1100
 JU1100_MARKER: DS = TRIANGULATION STATION DISK
 JU1100_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU1100+WITH SETTING: PAVEMENT
 JU1100_SP_SET: BLOCK FOR REMOVED STANDPIPE
 JU1100_STAMPING: COLLEGE 1932
 JU1100_MARK LOGO: CGS
 JU1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1100+STABILITY: SURFACE MOTION
 JU1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1100+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2019
 JU1100
 JU1100  HISTORY     - Date     Condition        Report By
 JU1100  HISTORY     - 1932     MONUMENTED       CGS
 JU1100  HISTORY     - 1957     GOOD             CGS
 JU1100  HISTORY     - 1963     GOOD             CGS
 JU1100  HISTORY     - 1963     GOOD             CGS
 JU1100  HISTORY     - 1968     GOOD             LOCENG
 JU1100  HISTORY     - 1969     GOOD             CGS
 JU1100  HISTORY     - 1973     GOOD             NGS
 JU1100  HISTORY     - 1981     GOOD             UDE
 JU1100  HISTORY     - 19810615 GOOD             NGS
 JU1100  HISTORY     - 19990820 GOOD             USPSQD
 JU1100  HISTORY     - 20020828 GOOD             LANENG
 JU1100  HISTORY     - 20081015 GOOD             OPUS
 JU1100  HISTORY     - 20100507 GOOD             BECMOR
 JU1100  HISTORY     - 20120320 GOOD             DELCOS
 JU1100  HISTORY     - 20141024 GOOD             GEOCAC
 JU1100  HISTORY     - 20190626 GOOD             USPSQD
 JU1100
 JU1100                          STATION DESCRIPTION
 JU1100
 JU1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU1100'LOCATED ON THE GROUNDS OF THE DELAWARE STATE COLLEGE,
 JU1100'ABOUT 2-1/2 MILES N OF DOVER, ABOUT 1/4 MILE OFF STATE HIGHWAY
 JU1100'13.  THE STATION IS 75 FEET E OF CENTER PIPE OF COLLEGE WATER
 JU1100'TANK, 30.2 FEET E OF SE CORNER OF SMALL BRICK BUILDING, AND 48.7
 JU1100'FEET NW OF NW CORNER OF DORMITORY CALLED LORE HALL.
 JU1100'
 JU1100'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JU1100'DISKS SET IN CONCRETE.
 JU1100'
 JU1100'REFERENCE MARK NO.1 IS ABOUT 1/4 MILE NE OF THE STATION, IN THE
 JU1100'FENCE LINE ALONG THE HIGHWAY, AND ABOUT 12 METERS SW OF CENTER LINE
 JU1100'OF HIGHWAY.
 JU1100'
 JU1100'REFERENCE MARK NO.2 IS S OF THE STATION, ABOUT 6 METERS E OF
 JU1100'CENTER LINE OF DRIVE, IN LINE OF SHADE TREES.
 JU1100'
 JU1100'REFERENCE MARK NO.3 IS W OF THE STATION IN THE CONCRETE BASE
 JU1100'OF THE MOST SOUTHERLY LEG OF A WATER TANK.
 JU1100'
 JU1100'HEIGHT OF SIGNAL ABOVE STATION MARK - 37 METERS.
 JU1100
 JU1100                          STATION RECOVERY (1957)
 JU1100
 JU1100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CTH)
 JU1100'THE STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK
 JU1100'AND REFERENCE MARKS 1 AND 3 WERE FOUND IN GOOD
 JU1100'CONDITION.  REFERENCE MARK 2 HAS BEEN DAMAGED BY MACHINERY AND IS
 JU1100'LEANING SLIGHTLY.  THE PREVIOUS DESCRIPTION IS ADEQUATE.
 JU1100
 JU1100                          STATION RECOVERY (1963)
 JU1100
 JU1100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RRG)
 JU1100'THE STATION MARK AND REFERENCE MARKS 1, 2, AND 3 WERE ALL RECOVERED
 JU1100'IN GOOD CONDITION AS DESCRIBED ON LIST NO. 298, DELAWARE BAY,
 JU1100'NEW JERSEY, DELAWARE.
 JU1100'
 JU1100'THE STATION MAY BE REACHED BY GOING 1.65 MILES NORTHWEST ALONG
 JU1100'THE PENNSYLVANIA RAILROAD FROM THE CROSSING OF STATE HIGHWAY 8 AT
 JU1100'DOVER, THENCE 0.4 MILE NORTHEAST ALONG A BLACK TOP ROAD, THENCE
 JU1100'0.1 MILE NORTH ALONG A BLACK TOP ROAD TO STATION.
 JU1100
 JU1100                          STATION RECOVERY (1963)
 JU1100
 JU1100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU1100'2.2 MI NW FROM DOVER.
 JU1100'1.65 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1100'CROSSING OF STATE HIGHWAY 8 AT DOVER, THENCE 0.4 MILE
 JU1100'NORTHEAST ALONG A BLACK TOP ROAD, THENCE 0.1 MILE NORTH ALONG
 JU1100'A BLACK TOP STREET, AT DELAWARE STATE COLLEGE, 48.7 FEET
 JU1100'NORTHWEST OF THE NORTHWEST CORNER OF ANOTHER DORMITORY
 JU1100'(LORE HALL), 30.2 FEET EAST OF SOUTHEAST CORNER OF A SMALL BRICK
 JU1100'BUILDING, 75 FEET EAST OF THE WATER TANK STANDPIPE, ABOUT LEVEL
 JU1100'WITH STREET, AND SET IN THE TOP CENTER OF AN ABANDONED 2-FOOT BY
 JU1100'2-FOOT CONCRETE BLOCK PROJECTING 4 INCHES.
 JU1100
 JU1100                          STATION RECOVERY (1968)
 JU1100
 JU1100'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 (KCH)
 JU1100'STATION MARK, RM 2 AND RM 3 WERE FOUND IN VERY GOOD CONDITION.  RM
 JU1100'1 WAS NOT SEARCHED FOR.
 JU1100'
 JU1100'ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT FOR THE WATER TANK.  THE
 JU1100'WATER TANK HAS BEEN REMOVED, BUT THE LEG FOUNDATIONS ARE STILL
 JU1100'THERE AND THE OLD PUMP HOUSE (SMALL BRICK BUILDING) IS STILL
 JU1100'THERE.  DESCRIPTION SHOULD READ--OLD WATER TANK IS REMOVED.
 JU1100
 JU1100                          STATION RECOVERY (1969)
 JU1100
 JU1100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 JU1100'STATION MARK AND RMS 2 AND 3 WERE RECOVERED IN GOOD
 JU1100'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 JU1100'VERIFIED.  THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 JU1100'CORRECTIONS--OLD WATER TANK HAS BEEN RAZED AND ONLY THE FOUNDATION
 JU1100'REMAINS.  STATION IS LOCATED ABOUT 600 FEET EAST OF A NEW
 JU1100'WATER TANK.
 JU1100
 JU1100                          STATION RECOVERY (1973)
 JU1100
 JU1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 JU1100'UNABLE TO MEASURE BETWEEN THE RMS.
 JU1100'
 JU1100'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 JU1100'CONDITION.  A SMALLER ANGLE OF 3 MINUTES AND 32 SECONDS WAS NOTED
 JU1100'BETWEEN THE REFERENCE MARKS.  THE WATER TANK WHICH WAS AT THE
 JU1100'STATION SITE HAS BEEN RELOCATED.  THE FOUNDATION OF THE TANK
 JU1100'REMAINS AND REFERENCE MARK 3 IS SET IN THE SOUTHWEST FOUNDATION.
 JU1100'IT IS BELIEVED THAT REFERENCE MARK 3 MAY HAVE BEEN MOVED SLIGHTLY
 JU1100'WHEN THE TANK WAS DISMANTLED.  THE DISTANCE TO BOTH REFERENCE
 JU1100'MARKS WERE WITHIN CLOSE AGREEMENT WITH THE 1932 MEASUREMENTS.
 JU1100'THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND.
 JU1100'THERE ARE SEVERAL PINE TREES ON LINE.
 JU1100'
 JU1100'THE 1932 DESCRIPTION IS ADEQUATE.
 JU1100'
 JU1100'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU1100'IN NORTH EDGE OF DOVER.
 JU1100
 JU1100                          STATION RECOVERY (1981)
 JU1100
 JU1100'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1100'THE MARK IS LOCATED JUST SOUTH AND BEHIND LOCKERMAN HALL, NOT LORE
 JU1100'HALL.  THE WATER TOWER IS THE ORIGINAL ONE AND ONLY THE FOOTINGS ARE
 JU1100'LEFT.
 JU1100
 JU1100                          STATION RECOVERY (1981)
 JU1100
 JU1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RGP)
 JU1100'THE STATION MARK AND REFERENCE MARKS TWO AND THREE WERE RECOVERED AND
 JU1100'FOUND IN GOOD CONDITION.  THE REFERENCE MARK ONE (AZ MK) WAS DESTROYED
 JU1100'BY CONSTRUCTION.  THE ANGLES AND DISTANCES AGREED WITH THE MOST RECENT
 JU1100'INFORMATION AVAILABLE TO THE REFERENCE MARKS.  A NEW AZIMUTH MARK WAS
 JU1100'SET AT THIS DATE.  A COMPLETE NEW DESCRIPTION FOLLOWS.  THE STATION IS
 JU1100'LOCATED ABOUT 2-3/4 KM NORTHWEST OF DOVER AND ABOUT 1/4 KM SOUTHWEST
 JU1100'OF THE DELAWARE STATE COLLEGE ADMINISTRATION BUILDING.
 JU1100'OWNERSHIP--DELAWARE STATE COLLEGE, DOVER, DELAWARE.  TO REACH THE
 JU1100'STATION FROM THE INTERSECTION OF U S HIGHWAYS 13 AND 113 IN THE SOUTH
 JU1100'PART OF DOVER, GO NORTH ON U.S HIGHWAY 13 FOR 0.6 KM (0.35 MI) TO ITS
 JU1100'JUNCTION WITH STATE HIGHWAY 8.  CONTINUE NORTH ON U.S HIGHWAY 13 FOR
 JU1100'2.9 KM (1.80 MI) TO A SIDE ROAD LEFT. TURN LEFT AND GO NORTHWEST ON
 JU1100'COUNTY ROAD 99A FOR 0.8 KM (0.50 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 JU1100'CONTINUE NORTHWEST ON COUNTY ROAD 99A FOR 0.25 KM (0.15 MI) TO A SIDE
 JU1100'STREET ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST ON THE PAVED STREET
 JU1100'FOR 0.25 KM (0.15 MI) TO THE SITE OF THE OLD WATER TANK ON THE RIGHT
 JU1100'AND THE STATION AS DESCRIBED.  THE STATION IS A STANDARD CGS DISK
 JU1100'STAMPED,--COLLEGE 1932--, CEMENTED IN A DRILL HOLE IN THE TOP OF A 3
 JU1100'FOOT (0.9 M) SQUARE CONCRETE PAD FOR THE FORMER COLLEGE WATER TANK AND
 JU1100'IT PROJECTS 0.15 METERS.  (0.49 FT) THE STATION IS LOCATED 32.2 METERS
 JU1100'(105.6 FT) NORTHEAST FROM A POWERLINE POLE NUMBERED 3 8-72 40 3, 26.2
 JU1100'METERS (86.0 FT) EAST FROM THE CENTER OF THE PAVED ROAD, 23.6 METERS
 JU1100'(77.4 FT) SOUTH FROM THE SOUTHWEST CORNER OF A COLLEGE BRICK BUILDING,
 JU1100'22.4 METERS (73.5 FT) NORTH-NORTHWEST FROM THE NORTH CURB OF A PARKING
 JU1100'LOT AND 11.3 METERS (37.1 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 JU1100'WATER PUMP HOUSE.
 JU1100
 JU1100                          STATION RECOVERY (1999)
 JU1100
 JU1100'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU1100'RECOVERED IN GOOD CONDITION.
 JU1100
 JU1100                          STATION RECOVERY (2002)
 JU1100
 JU1100'RECOVERY NOTE BY LANDMARK ENGINEERING 2002 (MG)
 JU1100'RECOVERED IN GOOD CONDITION.
 JU1100
 JU1100                          STATION RECOVERY (2008)
 JU1100
 JU1100'RECOVERY NOTE BY OPUS SHARED SOLUTIONS 2008 (OPS)
 JU1100'THE MARK IS FOUND ABOUT 4.7 MI (7.5 KM) NORTH OF WYOMING, 4.1 MI (6.7
 JU1100'KM) SOUTH-SOUTHWEST OF LEIPSIC AND 2.2 MI (3.5 KM) NORTH-NORTHWEST OF
 JU1100'DOVER ON THE CAMPUS OF DELAWARE STATE UNIVERSITY AT THE SITE OF THE
 JU1100'OLD WATER TANK.
 JU1100'
 JU1100'THE MARK IS LOCATED 32.2M (105.6 FT) NORTHEAST FROM A POWERLINE POLE
 JU1100'NUMBERED 3 8-72 40 3, 26.2M (86.0 FT) EAST FROM THE CENTER OF THE
 JU1100'PAVED ROAD, 23.6M (77.4 FT) SOUTH FROM THE SOUTHWEST CORNER OF A
 JU1100'COLLEGE BRICK BUILDING, 22.4M (73.5 FT) NORTH-NORTHWEST FROM THE NORTH
 JU1100'CURB OF THE PARKING LOT AND 11.3M (37.1 FT) SOUTHEAST FROM THE
 JU1100'SOUTHEAST CORNER OF A PUMP HOUSE. MARK SITS ATOP A 2 FT (0.6 M) BY 2
 JU1100'FT (0.6 M) CONCRETE BLOCK PROJECTING 4 INCHES (10 CM).
 JU1100
 JU1100                          STATION RECOVERY (2010)
 JU1100
 JU1100'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1100'RECOVERED IN GOOD CONDITION.
 JU1100
 JU1100                          STATION RECOVERY (2012)
 JU1100
 JU1100'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1100'RECOVERED IN GOOD CONDITION.
 JU1100
 JU1100                          STATION RECOVERY (2014)
 JU1100
 JU1100'RECOVERY NOTE BY GEOCACHING 2014 (JMB)
 JU1100'RECOVERED IN GOOD CONDITION.
 JU1100
 JU1100                          STATION RECOVERY (2019)
 JU1100
 JU1100'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 JU1100'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AI3262 ***********************************************************************
 AI3262  DESIGNATION -  COLLEGE AZ MK 2
 AI3262  PID         -  AI3262
 AI3262  STATE/COUNTY-  DE/KENT
 AI3262  COUNTRY     -  US
 AI3262  USGS QUAD   -  DOVER (2016)
 AI3262
 AI3262                         *CURRENT SURVEY CONTROL
 AI3262  ______________________________________________________________________
 AI3262* NAD 83(1991) POSITION- 39 10 59.66888(N) 075 32 28.50502(W)   ADJUSTED
 AI3262* NAVD 88 ORTHO HEIGHT -     8.0   (meters)       26.    (feet) VERT ANG
 AI3262  ______________________________________________________________________
 AI3262  GEOID HEIGHT    -        -34.278 (meters)                     GEOID18
 AI3262  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 AI3262  HORZ ORDER      -  THIRD
 AI3262
 AI3262.The horizontal coordinates were established by classical geodetic methods
 AI3262.and adjusted by the National Geodetic Survey in March 1999.
 AI3262
 AI3262.The orthometric height was determined by vertical angle observations.
 AI3262
 AI3262.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3262.GEOID18 height accuracy estimate available here.
 AI3262
 AI3262.Click photographs - Photos may exist for this station.
 AI3262
 AI3262.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI3262
 AI3262. The following values were computed from the NAD 83(1991) position.
 AI3262
 AI3262;                    North         East     Units Scale Factor Converg.
 AI3262;SPC DE       -   131,355.651   189,235.617   MT  0.99999643   -0 04 43.4
 AI3262;SPC DE       -   430,956.00    620,850.52   sFT  0.99999643   -0 04 43.4
 AI3262;UTM  18      - 4,337,250.898   453,253.079   MT  0.99962691   -0 20 31.1
 AI3262
 AI3262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3262!SPC DE       -   1.00000412  x   0.99999643  =   1.00000055
 AI3262!UTM  18      -   1.00000412  x   0.99962691  =   0.99963103
 AI3262
 AI3262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5325337250(NAD 83)
 AI3262
 AI3262                          SUPERSEDED SURVEY CONTROL
 AI3262
 AI3262.No superseded survey control is available for this station.
 AI3262
 AI3262_MARKER: DZ = AZIMUTH MARK DISK
 AI3262_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI3262_SP_SET: MEDIAN
 AI3262_STAMPING: COLLEGE 1932 NO 2 1981
 AI3262_MARK LOGO: NGS
 AI3262_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3262+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2019
 AI3262
 AI3262  HISTORY     - Date     Condition        Report By
 AI3262  HISTORY     - 1981     MONUMENTED       NGS
 AI3262  HISTORY     - 20100507 GOOD             BECMOR
 AI3262  HISTORY     - 20120320 GOOD             DELCOS
 AI3262  HISTORY     - 20141024 GOOD             GEOCAC
 AI3262  HISTORY     - 20190812 GOOD             USPSQD
 AI3262
 AI3262                          STATION DESCRIPTION
 AI3262
 AI3262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 AI3262'THE STATION IS LOCATED ABOUT 2-1/2 KM NORTHWEST OF DOVER AND 1/2 KM
 AI3262'SOUTHWEST OF THE DELAWARE STATE COLLEGE ADMINISTRATION BUILDING.
 AI3262'OWNERSHIP--DELAWARE COLLEGE.  TO REACH FROM THE INTERSECTION OF U.S
 AI3262'HIGHWAYS 13 AND 113 IN THE SOUTH PART OF DOVER, GO NORTH ON U.S
 AI3262'HIGHWAY 13 FOR 0.6 KM (0.35 MI) TO ITS JUNCTION WITH STATE HIGHWAY 8.
 AI3262'CONTINUE NORTH ON U.S HIGHWAY 13 FOR 2.9 KM (1.80 MI) TO A SIDE ROAD
 AI3262'LEFT.  TURN LEFT AND GO NORTHWEST ON COUNTY ROAD 99A FOR 0.8 KM (0.50
 AI3262'MI) TO THE STATION ON THE RIGHT.  THE STATION MARK IS A STANDARD
 AI3262'NATIONAL GEODETIC SURVEY AZIMUTH MARK DISK STAMPED---COLLEGE 1932 NO 2
 AI3262'1981---CEMENTED IN A DRILL HOLE IN THE CENTER DIVIDER OF A OVAL STREET
 AI3262'LEADING TO A PARKING LOT.  IT IS 25.6 METERS (84.0 FT) NORTHEAST OF
 AI3262'THE CENTER OF COUNTY ROAD 99A, 11.4 METERS (37.4 FT) EAST-SOUTHEAST OF
 AI3262'A LIGHTPOLE AND MIDWAY BETWEEN THE STREETS.  THE STATION IS LOCATED
 AI3262'25.6 METERS (84.0 FT) NORTHEAST FROM THE CENTER OF COUNTY ROAD 99A,
 AI3262'14.4 METERS (47.2 FT) NORTHEAST FROM THE SOUTHWEST END OF THE CONCRETE
 AI3262'DIVIDER, 11.4 METERS (37.4 FT) EAST-SOUTHEAST FROM A LIGHTPOLE AND 3.7
 AI3262'METERS (12.1 FT) NORTHWEST FROM THE CENTER OF THE NORTHEAST BOUND OF
 AI3262'THE STREET.  AZIMUTH MARK NO 2 IS A STANDARD NGS DISK.  CEMENTED IN A
 AI3262'DRILL HOLE IN THE CONCRETE DIVIDER OF A STREET LEADING TO A PARKING
 AI3262'LOT AND IT PROJECTS 15 CM.  TO REACH THE AZIMUTH MARK FROM THE
 AI3262'STATION, GO SOUTHWEST ON THE PAVED STREET FOR 0.25 KM (0.15 MI) TO A
 AI3262'T-INTERSECTION.  TURN LEFT AND CONTINUE SOUTHWEST ON COUNTY ROAD 99A
 AI3262'FOR 0.25 KM (0.15 MI) TO THE STREET LEADING TO THE PARKING LOT ON THE
 AI3262'LEFT AND THE AZIMUTH MARK IN THE CENTER OF THE STREET.
 AI3262
 AI3262                          STATION RECOVERY (2010)
 AI3262
 AI3262'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 AI3262'RECOVERED IN GOOD CONDITION.
 AI3262
 AI3262                          STATION RECOVERY (2012)
 AI3262
 AI3262'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 AI3262'RECOVERED IN GOOD CONDITION.
 AI3262
 AI3262                          STATION RECOVERY (2014)
 AI3262
 AI3262'RECOVERY NOTE BY GEOCACHING 2014 (JMB)
 AI3262'RECOVERED IN GOOD CONDITION.
 AI3262
 AI3262                          STATION RECOVERY (2019)
 AI3262
 AI3262'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 AI3262'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2465 ***********************************************************************
 JU2465  DESIGNATION -  COLLEGE RM 1 RESET
 JU2465  PID         -  JU2465
 JU2465  STATE/COUNTY-  DE/KENT
 JU2465  COUNTRY     -  US
 JU2465  USGS QUAD   -  DOVER (2016)
 JU2465
 JU2465                         *CURRENT SURVEY CONTROL
 JU2465  ______________________________________________________________________
 JU2465* NAD 83(1986) POSITION- 39 11 17.39   (N) 075 32 22.64   (W)   HD_HELD1
 JU2465* NAVD 88 ORTHO HEIGHT -    10.26  (+/-2cm)       33.7   (feet) VERTCON3
 JU2465  ______________________________________________________________________
 JU2465  GEOID HEIGHT    -        -34.263 (meters)                     GEOID18
 JU2465  VERT ORDER      -  THIRD (See Below)
 JU2465
 JU2465.The horizontal coordinates were determined by differentially corrected
 JU2465.hand held GPS observations or other comparable positioning techniques
 JU2465.and have an estimated accuracy of +/- 3 meters.
 JU2465
 JU2465.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2465
 JU2465.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2465.GEOID18 height accuracy estimate available here.
 JU2465
 JU2465.The vertical order pertains to the NGVD 29 superseded value.
 JU2465
 JU2465.Click photographs - Photos may exist for this station.
 JU2465
 JU2465;                    North         East    Units  Estimated Accuracy
 JU2465;SPC DE       -   131,902.0     189,377.1     MT  (+/- 3 meters HH1 GPS) 
 JU2465
 JU2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5339737796(NAD 83)
 JU2465
 JU2465                          SUPERSEDED SURVEY CONTROL
 JU2465
 JU2465  NGVD 29 (??/??/??)   10.49   (m)           34.4    (f) RESET       3  
 JU2465
 JU2465.Superseded values are not recommended for survey control.
 JU2465
 JU2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2465.See file dsdata.pdf to determine how the superseded data were derived.
 JU2465
 JU2465_MARKER: DV = VERTICAL CONTROL DISK
 JU2465_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU2465+WITH SETTING: PAVEMENT
 JU2465_SP_SET: POLE BASE
 JU2465_STAMPING: COLLEGE RM 1 RESET 1981
 JU2465_MARK LOGO: NGS
 JU2465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2465+STABILITY: SURFACE MOTION
 JU2465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2465+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2019
 JU2465
 JU2465  HISTORY     - Date     Condition        Report By
 JU2465  HISTORY     - 1981     MONUMENTED       NGS
 JU2465  HISTORY     - 2000720  GOOD             DEDHT
 JU2465  HISTORY     - 20100507 GOOD             BECMOR
 JU2465  HISTORY     - 20120320 GOOD             DELCOS
 JU2465  HISTORY     - 20190812 GOOD             USPSQD
 JU2465
 JU2465                          STATION DESCRIPTION
 JU2465
 JU2465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 JU2465'2.8 MI NW FROM DOVER.
 JU2465'2.8 MILES NORTH ALONG U.S. HIGHWAY 13 FROM ITS JUNCTION WITH U.S.
 JU2465'HIGHWAY 113 IN THE SOUTH PART OF DOVER, AT THE ENTRANCE TO THE DOVER-
 JU2465'DELAWARE STATE COLLEGE, IN THE SOUTHWEST CORNER OF A CONCRETE BASE
 JU2465'FOR TRAFFIC LIGHT SUPPORT POLE WITH SIGN PERMIT NUMBER K 142, 19.5
 JU2465'METERS SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD LEADING TO THE
 JU2465'COLLEGE 19.5 METERS EAST-NORTHEAST OF THE CENTER OF A ACCESS ROAD
 JU2465'17.7 METERS WEST-SOUTHWEST OF THE CENTER OF THE SOUTH BOUND LANE OF
 JU2465'U.S. HIGHWAY 13, 1.2 METERS EAST OF THE SOUTHEAST CORNER OF A CON-
 JU2465'CRETE SLAB FOR A SMALL ELECTRICAL UNIT WHICH OPERATE THE SIGNAL
 JU2465'LIGHT AND 0.5 METER SOUTH OF THE 8-INCH ROUND STEEL SIGNAL SUPPORT
 JU2465'POLE.
 JU2465
 JU2465                          STATION RECOVERY (2000)
 JU2465
 JU2465'RECOVERY NOTE BY DE DEPT OF HIGHWAYS 2000 (JC)
 JU2465'28.8 MI FROM DOVER.
 JU2465'2.8 MILES NORTH ALONG U.S. HWY 13 FROM ITS JUNCTION WITH U.S. HWY 113
 JU2465'IN THE SOUTHPART OF DOVER, AT THE ENTRANCE TO DELAWARE UNIVERSITY,
 JU2465'IN THE SOUTHWEST CORNER OF A CONCRETE BASE FOR TRAFFIC LIGHT SUPPORT
 JU2465'POLE WITH SIGN PERMIT K 142, 12.1 METERS SOUTH-SOUTHEAST FROM THE
 JU2465'EXIT LANE FROM THE UNIVERSITY, 7.2 METERS EAST-NORTHEAST OF A BRICK
 JU2465'WALL BEARING A FACSIMILE OF THE UNIVERSITY SEAL, 17.7 METERS WEST
 JU2465'SOUTHWEST OF THE CENTER OF THE SOUTHBOUND LANE OF U.S. HWY 13,
 JU2465'1.2 METERS EAST OF THE SOUTHEAST CORNER OF A CONCRETE OF A CONCRETE
 JU2465'SLAB FOR A TRAFFIC SIGNAL CONTROL CABINET AND 0.5 METERS SOUTH
 JU2465'OF THE 8 INCH ROUND STEEL SIGNAL SUPPORT POLE.
 JU2465
 JU2465                          STATION RECOVERY (2010)
 JU2465
 JU2465'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU2465'RECOVERED IN GOOD CONDITION.
 JU2465
 JU2465                          STATION RECOVERY (2012)
 JU2465
 JU2465'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU2465'RECOVERED IN GOOD CONDITION.
 JU2465
 JU2465                          STATION RECOVERY (2019)
 JU2465
 JU2465'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 JU2465'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1099 ***********************************************************************
 JU1099  DESIGNATION -  COLLEGE RM 2
 JU1099  PID         -  JU1099
 JU1099  STATE/COUNTY-  DE/KENT
 JU1099  COUNTRY     -  US
 JU1099  USGS QUAD   -  DOVER (2016)
 JU1099
 JU1099                         *CURRENT SURVEY CONTROL
 JU1099  ______________________________________________________________________
 JU1099* NAD 83(1986) POSITION- 39 11 05.76   (N) 075 32 41.86   (W)   HD_HELD1
 JU1099* NAVD 88 ORTHO HEIGHT -     8.852 (meters)       29.04  (feet) ADJUSTED
 JU1099  ______________________________________________________________________
 JU1099  GEOID HEIGHT    -        -34.267 (meters)                     GEOID18
 JU1099  DYNAMIC HEIGHT  -          8.847 (meters)       29.03  (feet) COMP
 JU1099  MODELED GRAVITY -    980,092.6   (mgal)                       NAVD 88
 JU1099
 JU1099  VERT ORDER      -  FIRST     CLASS I
 JU1099
 JU1099.The horizontal coordinates were determined by differentially corrected
 JU1099.hand held GPS observations or other comparable positioning techniques
 JU1099.and have an estimated accuracy of +/- 3 meters.
 JU1099
 JU1099.The orthometric height was determined by differential leveling and
 JU1099.adjusted by the NATIONAL GEODETIC SURVEY
 JU1099.in June 1991.
 JU1099
 JU1099.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1099.GEOID18 height accuracy estimate available here.
 JU1099
 JU1099.Click photographs - Photos may exist for this station.
 JU1099
 JU1099.The dynamic height is computed by dividing the NAVD 88
 JU1099.geopotential number by the normal gravity value computed on the
 JU1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1099.degrees latitude (g = 980.6199 gals.).
 JU1099
 JU1099.The modeled gravity was interpolated from observed gravity values.
 JU1099
 JU1099;                    North         East    Units  Estimated Accuracy
 JU1099;SPC DE       -   131,543.9     188,915.4     MT  (+/- 3 meters HH1 GPS) 
 JU1099
 JU1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5293337440(NAD 83)
 JU1099
 JU1099                          SUPERSEDED SURVEY CONTROL
 JU1099
 JU1099  NGVD 29 (11/26/84)    9.090  (m)           29.82   (f) ADJUSTED    1 1
 JU1099
 JU1099.Superseded values are not recommended for survey control.
 JU1099
 JU1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1099.See file dsdata.pdf to determine how the superseded data were derived.
 JU1099
 JU1099_MARKER: DR = REFERENCE MARK DISK
 JU1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1099_STAMPING: COLLEGE NO 2 1932
 JU1099_MARK LOGO: CGS
 JU1099_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1099+STABILITY: SURFACE MOTION
 JU1099
 JU1099  HISTORY     - Date     Condition        Report By
 JU1099  HISTORY     - 1932     MONUMENTED       CGS
 JU1099  HISTORY     - 1963     GOOD             CGS
 JU1099  HISTORY     - 1981     GOOD             UDE
 JU1099  HISTORY     - 19810615 GOOD             NGS
 JU1099  HISTORY     - 19910801 MARK NOT FOUND   USGS
 JU1099  HISTORY     - 20120319 MARK NOT FOUND   DELCOS
 JU1099
 JU1099                          STATION DESCRIPTION
 JU1099
 JU1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1099'2.2 MI NW FROM DOVER.
 JU1099'1.65 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1099'CROSSING OF STATE HIGHWAY 8 AT DOVER, THENCE 0.4 MILE NORTHEAST
 JU1099'ALONG A BLACK TOP ROAD, THENCE 0.1 MILE NORTH ALONG A BLACK
 JU1099'TOP STREET, AT THE DELAWARE STATE COLLEGE, 201 FEET SOUTH OF
 JU1099'TRIANGULATION STATION COLLEGE DESCRIBED, 69.7 FEET SOUTHWEST
 JU1099'OF NORTHWEST CORNER OF A DORMITORY (TUBAN HALL), 27 FEET NORTH
 JU1099'OF A 24-INCH WALNUT TREE, 17 FEET EAST OF CENTERLINE OF THE
 JU1099'STREET, ABOUT 1 FOOT ABOVE LEVEL OF STREET, AND SET IN THE TOP
 JU1099'OF A CONCRETE POST PROJECTING 10 INCHES.
 JU1099
 JU1099                          STATION RECOVERY (1981)
 JU1099
 JU1099'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1099'THE BUILDING IS NOW CALLED LOCKERMAN HALL AND IS NO LONGER A
 JU1099'DORMITORY.
 JU1099
 JU1099                          STATION RECOVERY (1981)
 JU1099
 JU1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RGP)
 JU1099'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ---COLLEGE NO 2 1932---.
 JU1099'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS 12 INCHES, 30
 JU1099'CM IN DIAMETER, PROJECTING 6 INCHES, 15 CM ABOVE/BELOW THE GROUND. THE
 JU1099'STATION IS LOCATED 32.9 METERS (107.9 FT) SOUTH-SOUTHEAST FROM THE
 JU1099'POWERLINE POLE NUMBERED 5 8-72 40 3, 26.1 METERS (85.6 FT)
 JU1099'SOUTH-SOUTHEAST FROM THE CENTER OF THE DRIVE LEADING TO THE PARKING
 JU1099'LOT, 13.7 METERS (44.9 FT) NORTH-NORTHWEST FROM A POWERLINE POLE WITH
 JU1099'NO NUMBER AND 3.8 METERS (12.5 FT) EAST-NORTHEAST FROM THE CENTER OF
 JU1099'THE PAVED ROAD.  0.1 METERS (0.3 FT) LOWER THAN THE STATION.
 JU1099
 JU1099                          STATION RECOVERY (1991)
 JU1099
 JU1099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1099'MARK NOT FOUND.
 JU1099
 JU1099                          STATION RECOVERY (2012)
 JU1099
 JU1099'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1099'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1101 ***********************************************************************
 JU1101  DESIGNATION -  COLLEGE RM 3
 JU1101  PID         -  JU1101
 JU1101  STATE/COUNTY-  DE/KENT
 JU1101  COUNTRY     -  US
 JU1101  USGS QUAD   -  DOVER (2016)
 JU1101
 JU1101                         *CURRENT SURVEY CONTROL
 JU1101  ______________________________________________________________________
 JU1101* NAD 83(1986) POSITION- 39 11 05.87   (N) 075 32 42.96   (W)   HD_HELD1
 JU1101* NAVD 88 ORTHO HEIGHT -     9.340 (meters)       30.64  (feet) ADJUSTED
 JU1101  ______________________________________________________________________
 JU1101  GEOID HEIGHT    -        -34.266 (meters)                     GEOID18
 JU1101  DYNAMIC HEIGHT  -          9.335 (meters)       30.63  (feet) COMP
 JU1101  MODELED GRAVITY -    980,092.6   (mgal)                       NAVD 88
 JU1101
 JU1101  VERT ORDER      -  FIRST     CLASS I
 JU1101
 JU1101.The horizontal coordinates were determined by differentially corrected
 JU1101.hand held GPS observations or other comparable positioning techniques
 JU1101.and have an estimated accuracy of +/- 3 meters.
 JU1101
 JU1101.The orthometric height was determined by differential leveling and
 JU1101.adjusted by the NATIONAL GEODETIC SURVEY
 JU1101.in June 1991.
 JU1101
 JU1101.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1101.GEOID18 height accuracy estimate available here.
 JU1101
 JU1101.Click photographs - Photos may exist for this station.
 JU1101
 JU1101.The dynamic height is computed by dividing the NAVD 88
 JU1101.geopotential number by the normal gravity value computed on the
 JU1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1101.degrees latitude (g = 980.6199 gals.).
 JU1101
 JU1101.The modeled gravity was interpolated from observed gravity values.
 JU1101
 JU1101;                    North         East    Units  Estimated Accuracy
 JU1101;SPC DE       -   131,547.4     188,889.0     MT  (+/- 3 meters HH1 GPS) 
 JU1101
 JU1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5290737444(NAD 83)
 JU1101
 JU1101                          SUPERSEDED SURVEY CONTROL
 JU1101
 JU1101  NGVD 29 (11/26/84)    9.578  (m)           31.42   (f) ADJUSTED    1 1
 JU1101
 JU1101.Superseded values are not recommended for survey control.
 JU1101
 JU1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1101.See file dsdata.pdf to determine how the superseded data were derived.
 JU1101
 JU1101_MARKER: DR = REFERENCE MARK DISK
 JU1101_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU1101+WITH SETTING: PAVEMENT
 JU1101_SP_SET: WATER TANK FOOTING
 JU1101_STAMPING: COLLEGE NO 3 1932
 JU1101_MARK LOGO: CGS
 JU1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1101+STABILITY: SURFACE MOTION
 JU1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1101+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2019
 JU1101
 JU1101  HISTORY     - Date     Condition        Report By
 JU1101  HISTORY     - 1932     MONUMENTED       CGS
 JU1101  HISTORY     - 1963     GOOD             CGS
 JU1101  HISTORY     - 1981     GOOD             UDE
 JU1101  HISTORY     - 19810615 GOOD             NGS
 JU1101  HISTORY     - 19990820 GOOD             USPSQD
 JU1101  HISTORY     - 20080422 GOOD             NGS
 JU1101  HISTORY     - 20100507 GOOD             BECMOR
 JU1101  HISTORY     - 20120320 GOOD             DELCOS
 JU1101  HISTORY     - 20141024 GOOD             GEOCAC
 JU1101  HISTORY     - 20190626 GOOD             USPSQD
 JU1101
 JU1101                          STATION DESCRIPTION
 JU1101
 JU1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1101'2.2 MI NW FROM DOVER.
 JU1101'2.15 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1101'CROSSING OF STATE HIGHWAY 8 AT DOVER, THENCE 0.4 MILE NORTHEAST
 JU1101'ALONG A BLACK TOP ROAD, THENCE 0.1 MILE NORTH ALONG A BLACK
 JU1101'TOP STREET, AT DELAWARE STATE COLLEGE, AT THE WATER TANK, SET ON
 JU1101'TOP OF THE SOUTH CORNER OF THE CONCRETE FOUNDATION SUPPORTING
 JU1101'SOUTHWEST LEG OF TANK, 81.5 FEET WEST OF TRIANGULATION STATION
 JU1101'COLLEGE DESCRIBED, 24 FEET EAST OF CENTERLINE OF STREET, 10 FEET
 JU1101'SOUTHEAST OF THE SOUTHWEST CORNER OF A SMALL BRICK BUILDING,
 JU1101'AND ABOUT 2 1/2 FEET ABOVE LEVEL OF STREET.
 JU1101
 JU1101                          STATION RECOVERY (1981)
 JU1101
 JU1101'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1101'THE MARK IS LOCATED ON THE SOUTH FOOTING OF THE OLD WATER TOWER
 JU1101'LOCATED BEHIND LOCKERMAN HALL.
 JU1101
 JU1101                          STATION RECOVERY (1981)
 JU1101
 JU1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RGP)
 JU1101'REFERENCE MARK NO 3, IS A STANDARD CGS DISK STAMPED,--- COLLEGE NO 3
 JU1101'1932---.  CEMENTED IN A DRILL HOLE IN THE WEST LEG OF THE FORMER
 JU1101'COLLEGE WATER TANK.  THE STATION IS LOCATED 6.4 METERS (21.0 FT)
 JU1101'NORTH-NORTHEAST FROM THE CENTER OF THE PAVED ROAD, 3.1 METERS (10.2
 JU1101'FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF A SMALL BRICK BUILDING, 2.0
 JU1101'METERS (6.6 FT) EAST FROM A POWERLINE POLE NUMBERED S 70 40 2 AND 0.3
 JU1101'METERS (1.0 FT) SOUTH SOUTHEAST FROM THE CENTER OF THE CONCRETE BASE
 JU1101'OF THE FORMER TANK, AND 0.4 METERS (1.3 FT) HIGHER THAN THE STATION.
 JU1101
 JU1101                          STATION RECOVERY (1999)
 JU1101
 JU1101'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU1101'RECOVERED IN GOOD CONDITION.
 JU1101
 JU1101                          STATION RECOVERY (2008)
 JU1101
 JU1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (DRD)
 JU1101'RECOVERED IN GOOD CONDITION.
 JU1101
 JU1101                          STATION RECOVERY (2010)
 JU1101
 JU1101'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1101'OPUS-RS (SPC 0700 2010) N=131548M E=188889M
 JU1101
 JU1101                          STATION RECOVERY (2012)
 JU1101
 JU1101'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1101'RECOVERED IN GOOD CONDITION.
 JU1101
 JU1101                          STATION RECOVERY (2014)
 JU1101
 JU1101'RECOVERY NOTE BY GEOCACHING 2014 (JMB)
 JU1101'RECOVERED IN GOOD CONDITION.
 JU1101
 JU1101                          STATION RECOVERY (2019)
 JU1101
 JU1101'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 JU1101'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3419 ***********************************************************************
 JU3419  DESIGNATION -  COLLINS BEACH
 JU3419  PID         -  JU3419
 JU3419  STATE/COUNTY-  DE/NEW CASTLE
 JU3419  COUNTRY     -  US
 JU3419  USGS QUAD   -  TAYLORS BRIDGE (2016)
 JU3419
 JU3419                         *CURRENT SURVEY CONTROL
 JU3419  ______________________________________________________________________
 JU3419* NAD 83(1991) POSITION- 39 23 33.42122(N) 075 31 24.26609(W)   ADJUSTED
 JU3419* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU3419  ______________________________________________________________________
 JU3419  GEOID HEIGHT    -        -33.793 (meters)                     GEOID18
 JU3419  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 JU3419  HORZ ORDER      -  SECOND
 JU3419
 JU3419.The horizontal coordinates were established by classical geodetic methods
 JU3419.and adjusted by the National Geodetic Survey in January 1992.
 JU3419
 JU3419.The orthometric height was scaled from a topographic map.
 JU3419
 JU3419.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3419.GEOID18 height accuracy estimate available here.
 JU3419
 JU3419.Click photographs - Photos may exist for this station.
 JU3419
 JU3419.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3419
 JU3419. The following values were computed from the NAD 83(1991) position.
 JU3419
 JU3419;                    North         East     Units Scale Factor Converg.
 JU3419;SPC DE       -   154,598.666   190,804.811   MT  0.99999604   -0 04 03.9
 JU3419;SPC DE       -   507,212.46    625,998.78   sFT  0.99999604   -0 04 03.9
 JU3419;SPC NJ       -    62,583.817    61,845.838   MT  0.99999565   -0 38 58.3
 JU3419;SPC NJ       -   205,327.07    202,905.89   sFT  0.99999565   -0 38 58.3
 JU3419;UTM  18      - 4,360,477.838   454,928.669   MT  0.99962501   -0 19 55.8
 JU3419
 JU3419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3419!SPC DE       -   1.00000502  x   0.99999604  =   1.00000106
 JU3419!SPC NJ       -   1.00000502  x   0.99999565  =   1.00000067
 JU3419!UTM  18      -   1.00000502  x   0.99962501  =   0.99963003
 JU3419
 JU3419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5492860477(NAD 83)
 JU3419
 JU3419                          SUPERSEDED SURVEY CONTROL
 JU3419
 JU3419  NAD 83(1986)-  39 23 33.41345(N)    075 31 24.27589(W) AD(       ) 2
 JU3419  NAD 27      -  39 23 33.00400(N)    075 31 25.54800(W) AD(       ) 2
 JU3419
 JU3419.Superseded values are not recommended for survey control.
 JU3419
 JU3419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3419.See file dsdata.pdf to determine how the superseded data were derived.
 JU3419
 JU3419_MARKER: DS = TRIANGULATION STATION DISK
 JU3419_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JU3419_MARK LOGO: CGS
 JU3419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3419
 JU3419  HISTORY     - Date     Condition        Report By
 JU3419  HISTORY     - 1911     MONUMENTED       CGS
 JU3419  HISTORY     - 1933     GOOD             CGS
 JU3419  HISTORY     - 1946     GOOD             CGS
 JU3419
 JU3419                          STATION DESCRIPTION
 JU3419
 JU3419'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3419'THIS STATION IS ON COLLINS BEACH ABOUT 3.6 MILES NE OF SMYRNA,
 JU3419'DELAWARE AND 2 MILES NNW OF THE MOUTH OF THE SMYRNA RIVER.
 JU3419'
 JU3419'COLLINS BEACH 1911 IS A STANDARD BRONZE DISK IN A TILE.
 JU3419'
 JU3419'TO REACH FROM THE MOUTH OF THE SMYRNA RIVER GO NNW (UP THE
 JU3419'DELAWARE RIVER) 2 MILES TO COLLINS BEACH WHICH IS JUST N OF AN
 JU3419'INLET.  THE STATION IS ON THE POINT OF THE BEACH JUST BACK OF
 JU3419'THE ROCK BREAKWATER.  THE STATION IS ABOUT 24 FEET FROM THE
 JU3419'HIGH WATER MARK AMONG LARGE ROCKS.  39-1/2 FEET N OF A 36-INCH
 JU3419'SILVER MAPLE (BLAZE).  44.57 FEET NE OF COLLINS BEACH 1933
 JU3419'(SEE DESCRIPTION OF THIS STATION FOR DETAILS).  THIS STATION
 JU3419'IS IN FAIR CONDITION EXCEPT FOR THE WASHING THAT HAS TAKEN
 JU3419'PLACE AT ITS BASE.
 JU3419'
 JU3419'IT IS EXPECTED THAT THIS STATION WILL SOON BE DESTROYED BY
 JU3419'EROSION.
 JU3419
 JU3419                          STATION RECOVERY (1946)
 JU3419
 JU3419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3419'STATION MARK RECOVERED IN GOOD CONDITION.  THE 1911 DESCRIPTION
 JU3419'AND 1933 RECOVERY NOTES ARE ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3418 ***********************************************************************
 JU3418  DESIGNATION -  COLLINS BEACH 2
 JU3418  PID         -  JU3418
 JU3418  STATE/COUNTY-  DE/NEW CASTLE
 JU3418  COUNTRY     -  US
 JU3418  USGS QUAD   -  TAYLORS BRIDGE (2016)
 JU3418
 JU3418                         *CURRENT SURVEY CONTROL
 JU3418  ______________________________________________________________________
 JU3418* NAD 83(1991) POSITION- 39 23 33.15365(N) 075 31 24.71707(W)   ADJUSTED
 JU3418* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU3418  ______________________________________________________________________
 JU3418  GEOID HEIGHT    -        -33.793 (meters)                     GEOID18
 JU3418  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 JU3418  HORZ ORDER      -  SECOND
 JU3418
 JU3418.The horizontal coordinates were established by classical geodetic methods
 JU3418.and adjusted by the National Geodetic Survey in January 1992.
 JU3418
 JU3418.The orthometric height was scaled from a topographic map.
 JU3418
 JU3418.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3418.GEOID18 height accuracy estimate available here.
 JU3418
 JU3418.Click photographs - Photos may exist for this station.
 JU3418
 JU3418.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3418
 JU3418. The following values were computed from the NAD 83(1991) position.
 JU3418
 JU3418;                    North         East     Units Scale Factor Converg.
 JU3418;SPC DE       -   154,590.427   190,794.010   MT  0.99999604   -0 04 04.2
 JU3418;SPC DE       -   507,185.43    625,963.35   sFT  0.99999604   -0 04 04.2
 JU3418;SPC NJ       -    62,575.688    61,834.954   MT  0.99999567   -0 38 58.6
 JU3418;SPC NJ       -   205,300.40    202,870.18   sFT  0.99999567   -0 38 58.6
 JU3418;UTM  18      - 4,360,469.652   454,917.833   MT  0.99962502   -0 19 56.1
 JU3418
 JU3418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3418!SPC DE       -   1.00000502  x   0.99999604  =   1.00000106
 JU3418!SPC NJ       -   1.00000502  x   0.99999567  =   1.00000069
 JU3418!UTM  18      -   1.00000502  x   0.99962502  =   0.99963004
 JU3418
 JU3418:                Primary Azimuth Mark                     Grid Az
 JU3418:SPC DE       -  FLEMING                                  208 12 45.4
 JU3418:SPC NJ       -  FLEMING                                  208 47 39.8
 JU3418:UTM  18      -  FLEMING                                  208 28 37.3
 JU3418
 JU3418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5491760469(NAD 83)
 JU3418
 JU3418|---------------------------------------------------------------------|
 JU3418| PID    Reference Object                     Distance      Geod. Az  |
 JU3418|                                                           dddmmss.s |
 JU3418| JU3419 COLLINS BEACH                        13.585 METERS 05236     |
 JU3418| JU3390 COHANSEY R R RNG FLASHING LT        APPROX.14.6 KM 1102609.9 |
 JU3418| JU3389 COHANSEY R F RNG FLASHING LT        APPROX.14.5 KM 1113310.5 |
 JU3418| JU3391 NEW COHANSEY LIGHT                  APPROX.15.1 KM 1115515.8 |
 JU3418| JU3417 WINDMILL SQUARE WHITE TOWER         APPROX. 1.6 KM 1832035.0 |
 JU3418| CB1372 COLLINS BEACH 2 RM 1                 28.599 METERS 20607     |
 JU3418| JU3429 FLEMING                             APPROX. 4.8 KM 2080841.2 |
 JU3418| CB1373 COLLINS BEACH 2 RM 2                 27.712 METERS 27534     |
 JU3418| JU3409 REEDY ISLAND REAR RANGE LIGHT       APPROX. 5.9 KM 2851044.2 |
 JU3418|---------------------------------------------------------------------|
 JU3418
 JU3418                          SUPERSEDED SURVEY CONTROL
 JU3418
 JU3418  NAD 83(1986)-  39 23 33.14588(N)    075 31 24.72687(W) AD(       ) 2
 JU3418  NAD 27      -  39 23 32.73600(N)    075 31 25.99900(W) AD(       ) 2
 JU3418
 JU3418.Superseded values are not recommended for survey control.
 JU3418
 JU3418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3418.See file dsdata.pdf to determine how the superseded data were derived.
 JU3418
 JU3418_MARKER: DS = TRIANGULATION STATION DISK
 JU3418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3418_STAMPING: COLLINS BEACH 2 1933
 JU3418_MARK LOGO: CGS
 JU3418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3418+STABILITY: SURFACE MOTION
 JU3418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3418+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU3418
 JU3418  HISTORY     - Date     Condition        Report By
 JU3418  HISTORY     - 1933     MONUMENTED       CGS
 JU3418  HISTORY     - 1946     GOOD             CGS
 JU3418  HISTORY     - 20130711 GOOD             DELCOS
 JU3418
 JU3418                          STATION DESCRIPTION
 JU3418
 JU3418'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3418'THIS STATION IS ON COLLINS BEACH ABOUT 3.6 MILES NE OF SMYRNA,
 JU3418'DELAWARE AND 2 MILES NNW OF THE MOUTH OF THE SMYRNA RIVER.
 JU3418'
 JU3418'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU3418'DISKS SET IN CONCRETE.
 JU3418'COLLINS BEACH 1911 IS A STANDARD BRONZE DISK IN A TILE.
 JU3418'
 JU3418'REFERENCE MARK NO.1 IS S OF THE STATION.  32-1/2 FEET SE OF
 JU3418'THE SE CORNER OF AN OLD CELLAR PARTLY FULL OF WATER, THE CELLAR
 JU3418'IS PART OF THE RUINS OF THE OLD HOTEL WHICH WAS ON COLLINS
 JU3418'BEACH YEARS AGO.  THE MARK PROJECTS 2 INCHES.
 JU3418'
 JU3418'REFERENCE MARK NO.2 IS W OF THE STATION ON THE N SIDE OF A
 JU3418'SMALL CLEARING AND 16 FEET NW OF A LARGE HOLE PARTLY FULL OF
 JU3418'SAND.  THE MARK PROJECTS 3 INCHES.
 JU3418'
 JU3418'COLLINS BEACH 1911 IS NE OF THE NEW STATION.  24 FEET FROM THE
 JU3418'HIGH WATER MARK AMONG THE LARGE ROCKS THAT MAKE THE
 JU3418'BREAKWATER.  39-1/2 FEET N OF THE 36-FOOT SILVER MAPLE
 JU3418'MENTIONED ABOVE.  WATER HAS WASHED AWAY THE DIRT AT THE BASE
 JU3418'BUT THE MARK IS STEADY, IT PROJECTS 1 FOOT.
 JU3418'
 JU3418'OLD STATION WAS COLLINS BEACH (U.S.E.).
 JU3418'
 JU3418'TO REACH FROM THE MOUTH OF THE SMYRNA RIVER GO NNW (UP THE
 JU3418'DELAWARE RIVER) 2 MILES TO COLLINS BEACH WHICH IS JUST N OF AN
 JU3418'INLET.  THE POINT OF THE BEACH IS GUARDED BY A ROCK BREAKWATER
 JU3418'AND HAS SEVERAL LARGE SILVER MAPLES ON IT.  THE STATION IS
 JU3418'ABOUT 70 FEET W OF THE HIGH WATER MARK AT THE POINT.  20-1/2
 JU3418'FEET W OF A 36-INCH SILVER MAPLE (BLAZE).  17-1/2 FEET N OF A
 JU3418'12-INCH SILVER MAPLE (BLAZE).  THE MARK IS FLUSH WITH GROUND.
 JU3418
 JU3418                          STATION RECOVERY (1946)
 JU3418
 JU3418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3418'STATION MARK, REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD
 JU3418'CONDITION.  DISTANCES TO REFERENCE MARKS WERE MEASURED AND
 JU3418'FOUND TO BE CORRECT.  THE 1933 DESCRIPTION IS ADEQUATE
 JU3418'EXCEPT FOR THE FOLLOWING CHANGES--
 JU3418'
 JU3418'DELETE 32-1/2 FEET SE OF THE SE CORNER OF AN OLD CELLAR
 JU3418'PARTLY FULL OF WATER.  THE CELLAR IS PART OF THE RUINS OF THE
 JU3418'OLD HOTEL WHICH WAS ON COLLINS BEACH YEARS AGO.
 JU3418'
 JU3418'ADD 59 FEET N OF A 24-INCH SILVER MAPLE AND 44.3 FEET SE
 JU3418'OF A 6-INCH CEDAR TREE.
 JU3418'
 JU3418'DELETE 16 FEET NW OF A LARGE HOLE PARTLY FULL OF SAND.
 JU3418'
 JU3418'ADD 12 FEET SE OF AN 8-INCH SILVER MAPLE, THE MOST S OF A
 JU3418'GROUP OF SILVER MAPLES.  6 FEET S OF A 4-INCH CEDAR TREE, THE
 JU3418'MOST S OF A GROUP OF 5 CEDARS.
 JU3418'
 JU3418'ADD TO DETAILED DESCRIPTION OF STATION THIS STATION CAN
 JU3418'BE REACHED BY BOAT ONLY.
 JU3418'
 JU3418'ADD STAMPED COLLINS BEACH 2 1933.
 JU3418
 JU3418                          STATION RECOVERY (2013)
 JU3418
 JU3418'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3418'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0883 ***********************************************************************
 DQ0883  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0883  DESIGNATION -  COLLINS BEACH T2
 DQ0883  PID         -  DQ0883
 DQ0883  STATE/COUNTY-  DE/NEW CASTLE
 DQ0883  COUNTRY     -  US
 DQ0883  USGS QUAD   -  TAYLORS BRIDGE (2016)
 DQ0883
 DQ0883                         *CURRENT SURVEY CONTROL
 DQ0883  ______________________________________________________________________
 DQ0883* NAD 83(2011) POSITION- 39 23 18.19888(N) 075 31 37.78599(W)   ADJUSTED
 DQ0883* NAD 83(2011) ELLIP HT-   -32.329 (meters)        (12/20/17)   ADJUSTED
 DQ0883* NAD 83(2011) EPOCH   -  2010.00
 DQ0883* NAVD 88 ORTHO HEIGHT -     1.47  (meters)        4.8   (feet) GPS OBS
 DQ0883  ______________________________________________________________________
 DQ0883  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0883  GEOID HEIGHT    -        -33.795 (meters)                     GEOID12B
 DQ0883  GEOID HEIGHT    -        -33.795 (meters)                     GEOID18
 DQ0883  NAD 83(2011) X  -  1,233,623.430 (meters)                     COMP
 DQ0883  NAD 83(2011) Y  - -4,779,414.000 (meters)                     COMP
 DQ0883  NAD 83(2011) Z  -  4,025,713.714 (meters)                     COMP
 DQ0883  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 DQ0883
 DQ0883  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0883  Standards:
 DQ0883         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0883            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0883  -------------------------------------------------------------------
 DQ0883  NETWORK    0.48   0.69           0.19   0.20   0.35      0.15719724
 DQ0883  -------------------------------------------------------------------
 DQ0883  Click here for local accuracies and other accuracy information.
 DQ0883
 DQ0883.The horizontal coordinates were established by GPS observations
 DQ0883.and adjusted by the MASER CONSULTING in December 2017.
 DQ0883
 DQ0883.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0883.been affixed to the stable North American tectonic plate. See 
 DQ0883.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0883
 DQ0883.The horizontal coordinates are valid at the epoch date displayed above
 DQ0883.which is a decimal equivalence of Year/Month/Day.
 DQ0883
 DQ0883.The orthometric height was determined by GPS observations and a
 DQ0883.high-resolution geoid model using precise GPS observation and
 DQ0883.processing techniques.
 DQ0883
 DQ0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0883.GEOID18 height accuracy estimate available here.
 DQ0883
 DQ0883.Click photographs - Photos may exist for this station.
 DQ0883
 DQ0883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0883
 DQ0883.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0883
 DQ0883.The ellipsoidal height was determined by GPS observations
 DQ0883.and is referenced to NAD 83.
 DQ0883
 DQ0883. The following values were computed from the NAD 83(2011) position.
 DQ0883
 DQ0883;                    North         East     Units Scale Factor Converg.
 DQ0883;SPC DE       -   154,129.605   190,480.716   MT  0.99999612   -0 04 12.4
 DQ0883;SPC DE       -   505,673.55    624,935.48   sFT  0.99999612   -0 04 12.4
 DQ0883;UTM  18      - 4,360,010.451   454,602.533   MT  0.99962537   -0 20 04.3
 DQ0883
 DQ0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0883!SPC DE       -   1.00000507  x   0.99999612  =   1.00000119
 DQ0883!UTM  18      -   1.00000507  x   0.99962537  =   0.99963044
 DQ0883
 DQ0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5460260010(NAD 83)
 DQ0883
 DQ0883                          SUPERSEDED SURVEY CONTROL
 DQ0883
 DQ0883.No superseded survey control is available for this station.
 DQ0883
 DQ0883_MARKER: DS = TRIANGULATION STATION DISK
 DQ0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0883_STAMPING: COLLINS BEACH T2 1997
 DQ0883_MARK LOGO: USACE
 DQ0883_PROJECTION: FLUSH
 DQ0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0883+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2013
 DQ0883
 DQ0883  HISTORY     - Date     Condition        Report By
 DQ0883  HISTORY     - UNK      MONUMENTED
 DQ0883  HISTORY     - 20130821 GOOD             DELCOS
 DQ0883
 DQ0883                          STATION DESCRIPTION
 DQ0883
 DQ0883'DESCRIBED BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DQ0883'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST OF TOWNSEND, 7.9 MI
 DQ0883'(12.7 KM) SOUTHEAST OF ODESSA AND 7.7 MI (12.4 KM) NORTHEAST OF
 DQ0883'SMYRNA.
 DQ0883'
 DQ0883'TO REACH FROM THE POST OFFICE IN SMYRNA, PROCEED NORTHWEST ON SOUTH
 DQ0883'MARKET STREET AND TURN RIGHT ONTO WEST COMMERCE STREET.  PROCEED FOR
 DQ0883'0.3 MI (0.5 KM) AND TURN LEFT ONTO US 13 NORTH (NORTH DUPOUNT
 DQ0883'BOULEVARD).  FOLLOW US-13 FOR 1.1 MI (1.8 KM) AND TURN RIGHT ONTO
 DQ0883'PADDOCK ROAD (RD 30) AND CONTINUE FOR 4.8 MI (7.7 KM) TURN LEFT TOWARD
 DQ0883'THOROUGHFARE NECK ROAD AND CONTINUE FOR 1.9 MI (3.1 KM) TURN LEFT ONTO
 DQ0883'COLLINS BEACH ROAD AND PROCEED FOR 1.2 MI (1.9 KM) UNTIL YOU REACH THE
 DQ0883'BOAT LAUNCH AREA TO THE MARK ON THE RIGHT BETWEEN TWO BOAT SLIPS.
 DQ0883'
 DQ0883'IT IS 109 FT (33.2 M) NORTH OF THE SOUTHERN EDGE OF THE BOAT LOADING
 DQ0883'AREA ASPHALT, 53.1 FT (16.2 M) WEST OF A POWER LINE POLE WITH A STREET
 DQ0883'LIGHT, 11 FT (3.4 M) EAST OF CENTER OF THE WESTERN-MOST BOAT RAMP /
 DQ0883'SLIP, 2.9 FT (0.9 M) WEST-NORTHWEST OF THE EASTERN-MOST YELLOW GUIDE
 DQ0883'POST ON BOAT RAMP AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1428 ***********************************************************************
 HU1428  DESIGNATION -  COLONY
 HU1428  PID         -  HU1428
 HU1428  STATE/COUNTY-  DE/SUSSEX
 HU1428  COUNTRY     -  US
 HU1428  USGS QUAD   -  MILLSBORO (2016)
 HU1428
 HU1428                         *CURRENT SURVEY CONTROL
 HU1428  ______________________________________________________________________
 HU1428* NAD 83(1991) POSITION- 38 37 24.33059(N) 075 19 09.44534(W)   ADJUSTED
 HU1428* NAVD 88 ORTHO HEIGHT -    11.    (meters)       36.    (feet) SCALED
 HU1428  ______________________________________________________________________
 HU1428  GEOID HEIGHT    -        -35.703 (meters)                     GEOID18
 HU1428  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 HU1428  HORZ ORDER      -  FIRST
 HU1428
 HU1428.The horizontal coordinates were established by classical geodetic methods
 HU1428.and adjusted by the National Geodetic Survey in January 1992.
 HU1428
 HU1428.The orthometric height was scaled from a topographic map.
 HU1428
 HU1428.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1428.GEOID18 height accuracy estimate available here.
 HU1428
 HU1428.Click photographs - Photos may exist for this station.
 HU1428
 HU1428.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1428
 HU1428. The following values were computed from the NAD 83(1991) position.
 HU1428
 HU1428;                    North         East     Units Scale Factor Converg.
 HU1428;SPC DE       -    69,205.833   208,479.847   MT  0.99999589   +0 03 38.8
 HU1428;SPC DE       -   227,052.80    683,987.63   sFT  0.99999589   +0 03 38.8
 HU1428;UTM  18      - 4,275,037.360   472,206.102   MT  0.99960951   -0 11 57.5
 HU1428
 HU1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1428!SPC DE       -   1.00000391  x   0.99999589  =   0.99999980
 HU1428!UTM  18      -   1.00000391  x   0.99960951  =   0.99961342
 HU1428
 HU1428:                Primary Azimuth Mark                     Grid Az
 HU1428:SPC DE       -  COLONY RM 1                              162 51 21.4
 HU1428:UTM  18      -  COLONY RM 1                              163 06 57.7
 HU1428
 HU1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7220675037(NAD 83)
 HU1428
 HU1428|---------------------------------------------------------------------|
 HU1428| PID    Reference Object                     Distance      Geod. Az  |
 HU1428|                                                           dddmmss.s |
 HU1428| HU1358 REHOBOTH BEACH STANDPIPE            APPROX.23.1 KM 0631414.1 |
 HU1428| AF7887 COLONY RM 4                           3.780 METERS 13953     |
 HU1428| HU1425 MILLSBORO MUNICIPAL TANK            APPROX. 4.2 KM 1484051.2 |
 HU1428| HU1426 MILLSBORO HOUSTON WHITE CO TK       APPROX. 4.7 KM 1494210.4 |
 HU1428| DC7941 COLONY RM 1                                        1625500.2 |
 HU1428| DC7942 COLONY RM 2                          42.977 METERS 20017     |
 HU1428| AF7889 COLONY RM 5                           5.709 METERS 22513     |
 HU1428| DC7943 COLONY RM 3                          60.183 METERS 31356     |
 HU1428| AF7888 COLONY AZ MK 2                      441.692 METERS 3362011.3 |
 HU1428|---------------------------------------------------------------------|
 HU1428
 HU1428                          SUPERSEDED SURVEY CONTROL
 HU1428
 HU1428  NAD 83(1986)-  38 37 24.31968(N)    075 19 09.46228(W) AD(       ) 1
 HU1428  NAD 27      -  38 37 23.91400(N)    075 19 10.77400(W) AD(       ) 1
 HU1428
 HU1428.Superseded values are not recommended for survey control.
 HU1428
 HU1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1428.See file dsdata.pdf to determine how the superseded data were derived.
 HU1428
 HU1428_MARKER: DS = TRIANGULATION STATION DISK
 HU1428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1428_STAMPING: COLONY 1932
 HU1428_MARK LOGO: CGS
 HU1428_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1428+STABILITY: SURFACE MOTION
 HU1428
 HU1428  HISTORY     - Date     Condition        Report By
 HU1428  HISTORY     - 1932     MONUMENTED       CGS
 HU1428  HISTORY     - 1943     GOOD             CGS
 HU1428  HISTORY     - 1961     GOOD             CGS
 HU1428  HISTORY     - 1968     GOOD             LOCENG
 HU1428  HISTORY     - 1969     GOOD             CGS
 HU1428  HISTORY     - 19820615 GOOD             NGS
 HU1428  HISTORY     - 20120210 MARK NOT FOUND   DELCOS
 HU1428
 HU1428                          STATION DESCRIPTION
 HU1428
 HU1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 HU1428'LOCATED ON THE PROPERTY OF DELAWARE COLONY, A STATE
 HU1428'INSTITUTION FOR FEEBLE MINDED PEOPLE.
 HU1428'
 HU1428'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 HU1428'DISKS SET IN CONCRETE.
 HU1428'
 HU1428'REFERENCE MARK NO.1 IS SE OF STATION 0.3 METER NW OF SW AND
 HU1428'NE FENCE LINE THAT FORMS S BOUNDARY OF PASTURE S OF COLONY
 HU1428'BARNS.  46 METERS E OF N AND S ROAD.  5 METERS SE OF LANE
 HU1428'LEADING TO FARMYARD.
 HU1428'
 HU1428'REFERENCE MARK NO.2 IS SSW OF STATION CEMENTED IN THE CONCRETE
 HU1428'BANNISTER OF THE REAR STEPS OF THE SCHOOL BUILDING.
 HU1428'
 HU1428'REFERENCE MARK NO.3 IS NW OF STATION 0.6 METER SE OF SE
 HU1428'CORNER OF GARAGE DESCRIBED BELOW.
 HU1428'
 HU1428'TO REACH THE STATION FROM GEORGETOWN TAKE PAVED ROAD FROM THE
 HU1428'COURTHOUSE TO ITS JUNCTION WITH U.S. HIGHWAY 113, TURN LEFT ON
 HU1428'HIGHWAY 113 AND CONTINUE FOR A TOTAL OF 6 MILES FROM THE
 HU1428'COURTHOUSE.  TURN LEFT AT DELAWARE COLONY SIGN ONTO DIRT ROAD
 HU1428'AND FOLLOW MAIN ROAD FOR 1.2 MILES TO THE COLONY.  THIS ROAD
 HU1428'WILL PROBABLY BE PAVED IN THE NEAR FUTURE.  STATION IS IN
 HU1428'BRUSHY AREA JUST NE OF A BUILDING MADE OF CONCRETE BUILDING
 HU1428'BLOCKS WHICH IS USED AS A SCHOOL, 43 METERS NNE OF THE REAR
 HU1428'STEPS OF THIS BUILDING.  61 METERS SE OF SE CORNER OF A
 HU1428'GARAGE OF THE SAME CONSTRUCTION AS THE BUILDING.  28.7 METERS
 HU1428'ENE OF DIRT ROAD WHICH RUNS FROM THE GARAGE TO THE SCHOOL
 HU1428'BUILDING.
 HU1428'
 HU1428'HEIGHT OF SIGNAL ABOVE STATION MARK - 38 METERS.
 HU1428
 HU1428                          STATION RECOVERY (1943)
 HU1428
 HU1428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1428'RECOVERED AS DESCRIBED, EXCEPT FOR THE FOLLOWING DISCREPANCIES
 HU1428'AND ADDITIONS --
 HU1428'
 HU1428'1.  REFERENCE MARK 2 IS 140.96 FEET OR 42.965 METERS FROM
 HU1428'THE STATION.
 HU1428'
 HU1428'2.  REFERENCE MARK 3 IS 197.54 FEET OR 60.210 METERS FROM
 HU1428'THE STATION.
 HU1428'
 HU1428'3.  THE DISTANCE FROM REFERENCE MARK 2 TO REFERENCE MARK 3 IS
 HU1428'285.03 FEET OR 86.877 METERS.
 HU1428'
 HU1428'4.  A TALL BLACK WATER TANK ABOUT 100 FEET HIGH IS LOCATED
 HU1428'41.2 METERS SSE OF THE STATION.
 HU1428
 HU1428                          STATION RECOVERY (1961)
 HU1428
 HU1428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 HU1428'STATION AND R.M.S RECOVERED IN GOOD CONDITION.  THE STATION WAS
 HU1428'STAMPED COLONY 1932.  THE R.M.S WERE STAMPED COLONY NO 1 1932,
 HU1428'COLONY NO 2 1932 AND COLONY NO 3 1932.  THE DISTANCES TO THE
 HU1428'R.M.S WERE MEASURED AND VERIFIED.  THE PREVIOUS RECOVERY NOTE
 HU1428'BY F.L.C. 1943 IS COMPLETE WITH THE FOLLOWING ADDITIONS.  THE
 HU1428'TANK IS NOW PAINTED SILVER AND THE DISTANCE TO R.M. 1 SHOULD
 HU1428'READ.  104 METERS E. OF N. AND S. ROAD NOT 46 METERS.
 HU1428
 HU1428                          STATION RECOVERY (1968)
 HU1428
 HU1428'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 (KCH)
 HU1428'STATION MARK, RM 1, RM 2 AND RM 3 WERE FOUND IN VERY GOOD CONDITION.
 HU1428'
 HU1428'ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING
 HU1428'CHANGES -- DIRT ROAD DESCRIBED IS NOW MACADAM.  STATION IS IN
 HU1428'THE LAWN JUST NE OF THE ADD BUILDING, 43 M. NNE OF THE REAR
 HU1428'STEPS OF THIS BUILDING.
 HU1428
 HU1428                          STATION RECOVERY (1969)
 HU1428
 HU1428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 HU1428'STATION MARK AND R.M. 3 WERE RECOVERED IN GOOD CONDITION.  R.M. 2
 HU1428'IS DESTROYED.  THE ORIGINAL DESCRIPTION PLUS THE RECOVERY
 HU1428'NOTE BY F.L.G. IN 1943 IS ADEQUATE WITH THE FOLLOWING
 HU1428'CORRECTION -- THE WATER TANK IS NOW SILVER.
 HU1428
 HU1428                          STATION RECOVERY (1982)
 HU1428
 HU1428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 HU1428'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 HU1428'MARKS TWO AND THREE WERE DESTROYED BY CONSTRUCTION.  THE AZIMUTH MARK
 HU1428'(REFERENCE MARK ONE) WAS SEARCHED FOR BUT NOT FOUND AND BELIEVED
 HU1428'DESTROYED.  NEW REFERENCE MARKS FOUR AND FIVE ALONG WITH A NEW AZIMUTH
 HU1428'MARK TWO WERE ESTABLISHED.  A COMPLETE NEW DESCRIPTION OF THE STATION
 HU1428'FOLLOWS.  THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) SOUTHEAST FROM
 HU1428'GEORGETOWN, 4.4 KM (2.75 MI) NORTHWEST FROM MILLSBORO AND 2.8 KM (1.75
 HU1428'MI) SOUTHEAST FROM STOCKLEY.  OWNERSHIP--STOCKLEY CENTER, DELAWARE
 HU1428'STATE INSTITUTION FOR FEEBLE MINDED PEOPLE.  TO REACH THE STATION FROM
 HU1428'THE INTERSECTION OF U.S HIGHWAY 113 AND STATE HIGHWAY 18 IN THE
 HU1428'NORTHWEST EDGE OF GEORGETOWN, GO SOUTH ON U.S HIGHWAY 113 FOR 10.9 KM
 HU1428'(6.75 MI) TO A SIDE ROAD LEFT AT SIGN STOCKLEY CENTER.  TURN LEFT AND
 HU1428'GO EAST ON A PAVED ROAD FOR 1.4 KM (0.85 MI) TO A OFFSET CROSSROAD.
 HU1428'BEAR RIGHT AND CONTINUE EAST ON TARUMIANZ LANE FOR 0.2 KM (0.10 MI) TO
 HU1428'A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON LLOYS LANE FOR 0.1 KM
 HU1428'(0.05 MI) TO THE STATION ON THE RIGHT.  THE STATION IS A STANDARD CGS
 HU1428'DISK STAMPED,--- COLONY 1932---.  SET INTO THE TOP OF A SQUARE
 HU1428'CONCRETE MONUMENT, 12 INCHES, 30 CM IN DIAMETER/ON SIDE, FLUSH WITH
 HU1428'THE GROUND.  THE STATION IS LOCATED 73.8 METERS (242.1 FT) NORTH FROM
 HU1428'THE CENTER OF TARUMIANZ LANE, 25.8 METERS (84.6 FT) EAST FROM THE
 HU1428'CENTER OF LLOYS LANE, 42.3 METERS (138.8 FT) NORTHEAST FROM THE MOST
 HU1428'NORTHEAST CORNER OFTHE ADMINISTRATION BLDG., 35.7 METERS (117.1 FT)
 HU1428'NORTH FROM THE NORTHWEST LEG OF A LARGE GREEN WATER TANK AND 17.6
 HU1428'METERS (57.7 FT) EAST FROM A POWERLINE GUY POLE WITH NO NUMBER.
 HU1428
 HU1428                          STATION RECOVERY (2012)
 HU1428
 HU1428'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU1428'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AF7888 ***********************************************************************
 AF7888  DESIGNATION -  COLONY AZ MK 2
 AF7888  PID         -  AF7888
 AF7888  STATE/COUNTY-  DE/SUSSEX
 AF7888  COUNTRY     -  US
 AF7888  USGS QUAD   -  HARBESON (2016)
 AF7888
 AF7888                         *CURRENT SURVEY CONTROL
 AF7888  ______________________________________________________________________
 AF7888* NAD 83(1991) POSITION- 38 37 37.45019(N) 075 19 16.77436(W)   ADJUSTED
 AF7888* NAVD 88 ORTHO HEIGHT -    11.    (meters)       36.    (feet) SCALED
 AF7888  ______________________________________________________________________
 AF7888  GEOID HEIGHT    -        -35.700 (meters)                     GEOID18
 AF7888  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 AF7888  HORZ ORDER      -  THIRD
 AF7888
 AF7888.The horizontal coordinates were established by classical geodetic methods
 AF7888.and adjusted by the National Geodetic Survey in March 1999.
 AF7888
 AF7888.The orthometric height was scaled from a topographic map.
 AF7888
 AF7888.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7888.GEOID18 height accuracy estimate available here.
 AF7888
 AF7888.Click photographs - Photos may exist for this station.
 AF7888
 AF7888.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF7888
 AF7888. The following values were computed from the NAD 83(1991) position.
 AF7888
 AF7888;                    North         East     Units Scale Factor Converg.
 AF7888;SPC DE       -    69,610.196   208,302.139   MT  0.99999585   +0 03 34.3
 AF7888;SPC DE       -   228,379.45    683,404.60   sFT  0.99999585   +0 03 34.3
 AF7888;UTM  18      - 4,275,442.369   472,030.299   MT  0.99960963   -0 12 02.1
 AF7888
 AF7888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7888!SPC DE       -   1.00000393  x   0.99999585  =   0.99999978
 AF7888!UTM  18      -   1.00000393  x   0.99960963  =   0.99961356
 AF7888
 AF7888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7203075442(NAD 83)
 AF7888
 AF7888                          SUPERSEDED SURVEY CONTROL
 AF7888
 AF7888.No superseded survey control is available for this station.
 AF7888
 AF7888_MARKER: DZ = AZIMUTH MARK DISK
 AF7888_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF7888_SP_SET: SIDEWALK
 AF7888_STAMPING: COLONY 1932 NO 2 1982
 AF7888_MARK LOGO: NGS
 AF7888_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF7888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7888
 AF7888  HISTORY     - Date     Condition        Report By
 AF7888  HISTORY     - 1982     MONUMENTED       NGS
 AF7888  HISTORY     - 20120210 GOOD             DELCOS
 AF7888
 AF7888                          STATION DESCRIPTION
 AF7888
 AF7888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AF7888'THE STATION IS LOCATED 10.1 KM (6.25 MI) SOUTHEAST FROM GEORGETOWN,
 AF7888'3.2 KM (2.00 MI) SOUTHEAST FROM STOCKLEY AND 4.8 KM (3.00 MI)
 AF7888'NORTHWEST FROM MILLSBORO.  OWNERSHIP--STOCKLET CENTER, DELAWARE STATE
 AF7888'INSTITUTION FOR FEEBLE MINDED PEOPLE.  TO REACH FROM THE INTERSECTION
 AF7888'OF U.S HIGHWAY 113 AND STATE HIGHWAY 18 WHICH IS IN THE NORTHWEST EDGE
 AF7888'OF GEORGETOWN, GO SOUTH ON U.S HIGHWAY 113 FOR 10.9 KM (6.75 MI) TO A
 AF7888'SIDE ROAD LEFT AT SIGN STOCKLEY CENTER.  TURN LEFT AND GO EAST ON A
 AF7888'PAVED ROAD FOR 1.4 KM (0.85 MI) TO A OFFSET CROSSROAD.  CONTINUE EAST
 AF7888'ON TARUMIANZ LANE FOR 0.2 KM (0.10 MI) TO A SIDE ROAD LEFT. TURN LEFT
 AF7888'AND GO NORTH ON LLOYS LANE FOR 0.1 KM (0.05 MI) TO A TRIANGLATION
 AF7888'STATION COLONY ON THE RIGHT.  CONTINUE NORTH ON LLOYS LANE FOR 0.4 KM
 AF7888'(0.25 MI) TO THE STATION ON THE LEFT.  THE STATION MARK IS A STANDARD
 AF7888'NGS AZIMUTH MARK DISK STAMPED---COLONY 1932 NO 2 1982---CEMENTED IN A
 AF7888'DRILL HOLE IN A SIDEWALK AT THE MOST EAST WING OF THE RECREATION
 AF7888'OFFICE AND SOCIAL CENTER BUILDING.  IT IS 7.1 METERS (23.3 FT) WEST
 AF7888'FROM THE CENTER OF LLOYS LANE, 7.2 METERS (23.6 FT) NORTH FROM THE
 AF7888'MOST NORTHEAST CORNER OF THE BUILDING, 8.5 METERS (27.9 FT)
 AF7888'EAST-SOUTHEAST FROM THE MOST EASTERLY ENTRANCE OF THE BUILDING AND 0.2
 AF7888'METERS (0.7 FT) SOUTH FROM THE NORTH EDGE OF THE SIDEWALK.  FOR
 AF7888'ADDITIONAL INFORMATION SEE THE DESCRIPTION FOR TRIANGULATION STATION
 AF7888'COLONY 1932.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 AF7888'LLOYS LANE FOR 0.4 KM (0.25 MI) TO THE MARK ON THE LEFT.
 AF7888
 AF7888                          STATION RECOVERY (2012)
 AF7888
 AF7888'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 AF7888'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1751 ***********************************************************************
 HU1751  DESIGNATION -  CONNELLY 2
 HU1751  PID         -  HU1751
 HU1751  STATE/COUNTY-  DE/SUSSEX
 HU1751  COUNTRY     -  US
 HU1751  USGS QUAD   -  DELMAR (2016)
 HU1751
 HU1751                         *CURRENT SURVEY CONTROL
 HU1751  ______________________________________________________________________
 HU1751* NAD 83(1991) POSITION- 38 27 24.54151(N) 075 36 06.60879(W)   ADJUSTED
 HU1751* NAVD 88 ORTHO HEIGHT -    13.8   (meters)       45.    (feet) VERTCON3
 HU1751  ______________________________________________________________________
 HU1751  GEOID HEIGHT    -        -35.715 (meters)                     GEOID18
 HU1751  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 HU1751  HORZ ORDER      -  SECOND
 HU1751
 HU1751.The horizontal coordinates were established by classical geodetic methods
 HU1751.and adjusted by the National Geodetic Survey in January 1992.
 HU1751
 HU1751.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1751
 HU1751.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1751.GEOID18 height accuracy estimate available here.
 HU1751
 HU1751.Click photographs - Photos may exist for this station.
 HU1751
 HU1751.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1751
 HU1751. The following values were computed from the NAD 83(1991) position.
 HU1751
 HU1751;                    North         East     Units Scale Factor Converg.
 HU1751;SPC DE       -    50,723.053   183,837.622   MT  0.99999822   -0 06 54.6
 HU1751;SPC DE       -   166,413.88    603,140.60   sFT  0.99999822   -0 06 54.6
 HU1751;SPC MD       -    88,644.431   522,030.868   MT  0.99997642   +0 52 39.1
 HU1751;SPC MD       -   290,827.60  1,712,696.27   sFT  0.99997642   +0 52 39.1
 HU1751;UTM  18      - 4,256,673.322   447,489.662   MT  0.99963396   -0 22 27.5
 HU1751
 HU1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1751!SPC DE       -   1.00000345  x   0.99999822  =   1.00000167
 HU1751!SPC MD       -   1.00000345  x   0.99997642  =   0.99997987
 HU1751!UTM  18      -   1.00000345  x   0.99963396  =   0.99963741
 HU1751
 HU1751:                Primary Azimuth Mark                     Grid Az
 HU1751:SPC DE       -  CONNELLY RM 3                            271 50 09.9
 HU1751:SPC MD       -  CONNELLY RM 3                            270 50 36.2
 HU1751:UTM  18      -  CONNELLY RM 3                            272 05 42.8
 HU1751
 HU1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4748956673(NAD 83)
 HU1751
 HU1751|---------------------------------------------------------------------|
 HU1751| PID    Reference Object                     Distance      Geod. Az  |
 HU1751|                                                           dddmmss.s |
 HU1751| HU1734 CONNELLY                              9.959 METERS 19519     |
 HU1751| HU1752 BOUNDARY MON 30 E W DE MD             6.476 METERS 20254     |
 HU1751| HU1736 CONNELLY RM 3                       APPROX. 0.7 KM 2714315.3 |
 HU1751| DC7949 CONNELLY RM 2                        11.314 METERS 28527     |
 HU1751| HU1735 MONUMENT E W 30 DE MD                51.216 METERS 33536     |
 HU1751|---------------------------------------------------------------------|
 HU1751
 HU1751                          SUPERSEDED SURVEY CONTROL
 HU1751
 HU1751  NAD 83(1986)-  38 27 24.53509(N)    075 36 06.63193(W) AD(       ) 2
 HU1751  NAD 27      -  38 27 24.11911(N)    075 36 07.89453(W) AD(       ) 2
 HU1751  NGVD 29 (07/19/86)   14.0    (m)           46.     (f) VERT ANG       
 HU1751
 HU1751.Superseded values are not recommended for survey control.
 HU1751
 HU1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1751.See file dsdata.pdf to determine how the superseded data were derived.
 HU1751
 HU1751_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1751_STAMPING: CONNELLY 2 1981
 HU1751_MARK LOGO: NGS
 HU1751_PROJECTION: RECESSED 3 CENTIMETERS
 HU1751_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1751+STABILITY: SURFACE MOTION
 HU1751_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1751+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2013
 HU1751
 HU1751  HISTORY     - Date     Condition        Report By
 HU1751  HISTORY     - 1981     MONUMENTED       NGS
 HU1751  HISTORY     - 20130611 GOOD             DELCOS
 HU1751
 HU1751                          STATION DESCRIPTION
 HU1751
 HU1751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 HU1751'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTH-NORTHWEST OF SALISBURY,
 HU1751'1-1/4 MILES WEST OF DELMAR, AND 1/2 MILE SOUTH OF STATE HIGHWAY 54.
 HU1751'IT IS ON ROAD RIGHT-OF-WAY.
 HU1751'TO REACH FROM A POINT WHERE STATE HIGHWAY 54 CROSSES A RAILROAD IN
 HU1751'DELMAR, GO WEST ON STATE HIGHWAY 54 FOR 0.2 MILE (0.3 KM) TO A FORK.
 HU1751'KEEP LEFT AND GO WEST ON WALLER ROAD FOR 0.35 MILE (0.56 KM) TO A
 HU1751'FORK.  KEEP RIGHT AND GO WEST ON A PAVED ROAD FOR 0.75 MILE
 HU1751'(1.21 KM) TO THE STATION ON THE RIGHT.
 HU1751'THE STATION SURFACE MARK IS A STANDARD DISK STAMPED CONNELLY 2 1981,
 HU1751'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS 1 INCH
 HU1751'BELOW THE SURFACE.  THE SUB-SURFACE MARK IS A STANDARD DISK STAMPED
 HU1751'CONNELLY 2 1981, SET IN A 6-INCH MASS OF CONCRETE 36 INCHES BELOW THE
 HU1751'SURFACE.  THE STATION IS 65.5 FEET (20.0 M) NORTHWEST OF THE WEST
 HU1751'EDGE OF A 48-INCH CULVERT, 30.5 FEET (9.3 M) NORTH-NORTHEAST OF A
 HU1751'WITNESS POST, 28.9 FEET (8.8 M) NORTH-NORTHEAST OF A POWERLINE POLE
 HU1751'NUMBERED 46798 96468, 13.5 FEET (4.1 M) SOUTHWEST OF A 16-INCH OAK
 HU1751'TREE WITH A TRIANGULAR BLAZE, 10 FEET (3.0 M) NORTH OF THE CENTER OF
 HU1751'THE ROAD, AND 4.6 FEET (1.4 M) SOUTH OF A WITNESS POST.
 HU1751'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CONNELLY NO 2 1974, SET IN
 HU1751'THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH PROJECTS 2 INCHES. IT
 HU1751'IS 50.1 FEET (15.3 M) NORTHWEST OF THE WITNESS POST WHICH IS NEAR THE
 HU1751'OLD STATION CONNELLY, 46.4 FEET (14.1 M) NORTHWEST OF THE POWERLINE
 HU1751'POLE, 35.7 FEET (10.9 M) WEST OF THE WITNESS POST WHICH IS NEAR THE
 HU1751'NEW STATION CONNELLY 2, AND 18.7 FEET (5.7 M) NORTH OF THE CENTER OF
 HU1751'THE ROAD.
 HU1751'MARYLAND-DELAWARE BOUNDARY MONUMENT 30 1981, AND E-W NO. 30 1976 1981
 HU1751'WILL SERVE AS REFERENCE MARKS FOR THIS STATION.  SEE DESCRIPTIONS
 HU1751'THEREOF.
 HU1751'CONNELLY RM 3 1974 (AZ MK) WILL SERVE AS THE AZIMUTH MARK FOR THIS
 HU1751'STATION.  ORIGNIAL DESCRIPTION IS ADEQUATE.
 HU1751
 HU1751                          STATION RECOVERY (2013)
 HU1751
 HU1751'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU1751'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1668 ***********************************************************************
 JU1668  DESIGNATION -  COOCH
 JU1668  PID         -  JU1668
 JU1668  STATE/COUNTY-  DE/NEW CASTLE
 JU1668  COUNTRY     -  US
 JU1668  USGS QUAD   -  NEWARK EAST (2016)
 JU1668
 JU1668                         *CURRENT SURVEY CONTROL
 JU1668  ______________________________________________________________________
 JU1668* NAD 83(1991) POSITION- 39 38 44.92349(N) 075 44 28.51957(W)   ADJUSTED
 JU1668* NAVD 88 ORTHO HEIGHT -    20.112 (meters)       65.98  (feet) ADJUSTED
 JU1668  ______________________________________________________________________
 JU1668  GEOID HEIGHT    -        -33.031 (meters)                     GEOID18
 JU1668  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC18
 JU1668  DYNAMIC HEIGHT  -         20.103 (meters)       65.95  (feet) COMP
 JU1668  MODELED GRAVITY -    980,159.3   (mgal)                       NAVD 88
 JU1668
 JU1668  HORZ ORDER      -  SECOND
 JU1668  VERT ORDER      -  SECOND    CLASS 0
 JU1668
 JU1668.The horizontal coordinates were established by classical geodetic methods
 JU1668.and adjusted by the National Geodetic Survey in January 1992.
 JU1668
 JU1668.The orthometric height was determined by differential leveling and
 JU1668.adjusted by the NATIONAL GEODETIC SURVEY
 JU1668.in June 1991.
 JU1668
 JU1668.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1668.GEOID18 height accuracy estimate available here.
 JU1668
 JU1668.Click photographs - Photos may exist for this station.
 JU1668
 JU1668.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1668
 JU1668.The dynamic height is computed by dividing the NAVD 88
 JU1668.geopotential number by the normal gravity value computed on the
 JU1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1668.degrees latitude (g = 980.6199 gals.).
 JU1668
 JU1668.The modeled gravity was interpolated from observed gravity values.
 JU1668
 JU1668. The following values were computed from the NAD 83(1991) position.
 JU1668
 JU1668;                    North         East     Units Scale Factor Converg.
 JU1668;SPC DE       -   182,754.529   172,139.548   MT  1.00000455   -0 12 25.6
 JU1668;SPC DE       -   599,587.15    564,761.17   sFT  1.00000455   -0 12 25.6
 JU1668;SPC MD       -   220,449.193   508,043.259   MT  1.00004013   +0 47 24.1
 JU1668;SPC MD       -   723,257.06  1,666,805.26   sFT  1.00004013   +0 47 24.1
 JU1668;UTM  18      - 4,388,709.528   436,400.629   MT  0.99964980   -0 28 22.7
 JU1668
 JU1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1668!SPC DE       -   1.00000203  x   1.00000455  =   1.00000658
 JU1668!SPC MD       -   1.00000203  x   1.00004013  =   1.00004216
 JU1668!UTM  18      -   1.00000203  x   0.99964980  =   0.99965183
 JU1668
 JU1668:                Primary Azimuth Mark                     Grid Az
 JU1668:SPC DE       -  COOCH AZ MK                              133 07 13.6
 JU1668:SPC MD       -  COOCH AZ MK                              132 07 23.9
 JU1668:UTM  18      -  COOCH AZ MK                              133 23 10.7
 JU1668
 JU1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3640088709(NAD 83)
 JU1668
 JU1668|---------------------------------------------------------------------|
 JU1668| PID    Reference Object                     Distance      Geod. Az  |
 JU1668|                                                           dddmmss.s |
 JU1668| JU1666 COOCH RM 1                           20.970 METERS 02607     |
 JU1668| JU1669 COOCH AZ MK                                        1325448.0 |
 JU1668| JU1667 COOCH RM 2                           23.728 METERS 26537     |
 JU1668|---------------------------------------------------------------------|
 JU1668
 JU1668                          SUPERSEDED SURVEY CONTROL
 JU1668
 JU1668  NAD 83(1986)-  39 38 44.91765(N)    075 44 28.52582(W) AD(       ) 2
 JU1668  NAD 27      -  39 38 44.52370(N)    075 44 29.77260(W) AD(       ) 2
 JU1668  NGVD 29              20.45   (m)           67.1    (f) LEVELING    3  
 JU1668  NGVD 29 (11/26/84)   20.451  (m)           67.10   (f) ADJUSTED    2 0
 JU1668
 JU1668.Superseded values are not recommended for survey control.
 JU1668
 JU1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1668.See file dsdata.pdf to determine how the superseded data were derived.
 JU1668
 JU1668_MARKER: DS = TRIANGULATION STATION DISK
 JU1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1668_STAMPING: COOCH 1958
 JU1668_MARK LOGO: CGS
 JU1668_PROJECTION: PROJECTING 5 CENTIMETERS
 JU1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1668+STABILITY: SURFACE MOTION
 JU1668
 JU1668  HISTORY     - Date     Condition        Report By
 JU1668  HISTORY     - 1958     MONUMENTED       CGS
 JU1668  HISTORY     - 1959     GOOD             CGS
 JU1668  HISTORY     - 1971     GOOD             NGS
 JU1668  HISTORY     - 1976     GOOD             LOCENG
 JU1668  HISTORY     - 1981     GOOD             UDE
 JU1668  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 JU1668  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU1668
 JU1668                          STATION DESCRIPTION
 JU1668
 JU1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JU1668'STATION IS ABOUT 2-1/2 MILES SOUTH SOUTHEAST OF NEWARK,
 JU1668'ABOUT 2-1/2 MILES NORTH OF GLASGOW AND ABOUT 3/4 MILE NORTH
 JU1668'NORTHWEST OF COOCHS BRIDGE.  STATION IS 39 FEET WEST OF THE
 JU1668'CENTER OF ROAD, 26 FEET NORTH OF WOODS ROAD, 15 FEET SOUTH
 JU1668'OF TRIANGLE BLAZED TREE AND 3.5 FEET SOUTHEAST OF WITNESS
 JU1668'POST.  THE MARK IS A STANDARD TRIANGULATION STATION DISK SET
 JU1668'IN THE TOP OF A 12 X 12 INCH CONCRETE POST WHICH PROJECTS
 JU1668'ABOUT 2 INCHES AND THE DISK IS STAMPED COOCH 1958.
 JU1668'
 JU1668'REFERENCE MARK NO. 1 IS 72.5 FEET NORTH OF POWER LINE POLE
 JU1668'NO. 37 AND 15 FEET EAST OF CENTER OF ROAD.  THE MARK IS A
 JU1668'STANDARD REFERENCE MARK DISK SET IN TOP OF A 12 X 12 INCH
 JU1668'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND THE DISK IS
 JU1668'STAMPED COOCH NO 1 1958.
 JU1668'
 JU1668'REFERENCE MARK NO. 2 IS 38 FEET NORTH OF WOODS ROAD AND 17
 JU1668'FEET SOUTH OF A 36 INCH TREE.  THE MARK IS A STANDARD
 JU1668'REFERENCE MARK DISK SET IN TOP OF A 12 X 12 INCH CONCRETE
 JU1668'POST WHICH PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 JU1668'COOCH NO 2 1958.
 JU1668'
 JU1668'AZIMUTH MARK IS 33.5 FEET EAST OF POWER LINE POLE NO. 48,
 JU1668'27.5 FEET NORTHWEST OF THE NORTH CORNER OF A SMALL WOODEN
 JU1668'BRIDGE, 19 FEET NORTHEAST OF THE CENTER OF ROAD, 2 FEET
 JU1668'NORTHEAST OF WITNESS POST AND 1.5 FEET NORTHEAST OF STEEL
 JU1668'GUARD RAIL.  THE MARK IS A STANDARD AZIMUTH MARK DISK SET IN
 JU1668'THE TOP OF A 12 X 12 INCH CONCRETE POST WHICH PROJECTS ABOUT
 JU1668'6 INCHES AND THE DISK IS STAMPED COOCH 1958.
 JU1668'
 JU1668'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE CHRYSLER
 JU1668'CORPORATION IN THE SOUTHWEST PART OF NEWARK GO SOUTHERLY ON
 JU1668'STATE HIGHWAY 896 FOR 1.9 MILES TO CROSSROADS.  TURN RIGHT
 JU1668'AND GO EASTERLY ON COOCHS BRIDGE ROAD FOR 0.55 MILE TO A
 JU1668'SIDE ROAD LEFT JUST AFTER PASSING SMALL BRIDGE.  TURN LEFT
 JU1668'AND GO NORTHWEST FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 JU1668'RIGHT AS DESCRIBED.  CONTINUE NORTHWEST FOR 0.25 MILE TO THE
 JU1668'STATION ON THE LEFT AS DESCRIBED.
 JU1668'
 JU1668'HEIGHT OF LIGHT ABOVE STATION MARK 29 METERS.
 JU1668
 JU1668                          STATION RECOVERY (1959)
 JU1668
 JU1668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JU1668'1.9 MI SE FROM NEWARK.
 JU1668'1.15 MILES SOUTH ALONG STATE HIGHWAY 896 FROM THE CENTER OF
 JU1668'THE HIGHWAY OVERPASS OVER THE PENNSYLVANIA RAILROAD IN THE SOUTH
 JU1668'PART OF NEWARK, THENCE ABOUT 0.75 MILE SOUTHEAST ALONG COOCH
 JU1668'BRIDGE ROAD, 39 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE
 JU1668'ROAD, 61 FEET WEST OF AND ACROSS THE ROAD FROM POWER LINE AND
 JU1668'TELEPHONE POLE 37, 68.8 FEET SOUTH-SOUTHWEST OF AND ACROSS THE
 JU1668'ROAD FROM R M 1, 77.8 FEET EAST OF R M 2, 15 FEET SOUTH-SOUTHEAST
 JU1668'OF A 14-INCH BLACK WALNUT TREE WITH TRIANGULAR BLAZE, 25 FEET
 JU1668'NORTH-NORTHWEST OF THE CENTERLINE OF A TRAIL ROAD LEADING WEST,
 JU1668'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN TOP OF A
 JU1668'CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.
 JU1668
 JU1668                          STATION RECOVERY (1971)
 JU1668
 JU1668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (NER)
 JU1668'STATION, REFERENCE MARKS NO 1, 2 AND THE AZIMUTH MARK WERE
 JU1668'RECOVERED AS DESCRIBED BY J.G. ELLERBE IN 1958.  NOTE--REFERENCE
 JU1668'MARK NO 1 IS NORTH-NORTHEAST OF THE STATION AND REFERENCE
 JU1668'MARK NO 2 IS WEST OF THE STATION, ALSO THERE IS A WRONG TURN
 JU1668'AND DIRECTION IN THE TO REACH.  A TO REACH FOLLOWS.
 JU1668'
 JU1668'TO REACH FROM THE MAIN ENTRANCE TO THE CHRYSLER CORPORATION
 JU1668'AT THE SOUTH EDGE OF NEWARK.  GO SOUTH ON STATE HIGHWAY 896
 JU1668'FOR 1.9 MILES TO A CROSSROADS.  TURN LEFT (EAST) ON COOCHS
 JU1668'BRIDGE RD. FOR 0.55 MILE TO A SIDE ROAD LEFT (SIGN ROAD
 JU1668'CLOSED).  TURN LEFT NORTHWESTERLY FOR 0.25 MILE TO THE AZIMUTH
 JU1668'MARK ON THE RIGHT.  CONTINUE NORTHWESTERLY FOR 0.25 MILE TO
 JU1668'THE STATION ON THE LEFT.
 JU1668'
 JU1668'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU1668
 JU1668                          STATION RECOVERY (1976)
 JU1668
 JU1668'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 JU1668'RECOVERED BY BJ CAMPAGNA INC.
 JU1668'
 JU1668'STATION MARK, RM 1, RM 2 AND AZIMUTH MARK WERE FOUND IN GOOD
 JU1668'CONDITION AS DESCRIBED.
 JU1668
 JU1668                          STATION RECOVERY (1981)
 JU1668
 JU1668'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1668'RECOVERED IN GOOD CONDITION.
 JU1668
 JU1668                          STATION RECOVERY (1983)
 JU1668
 JU1668'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU1668'MARK NOT FOUND.
 JU1668
 JU1668                          STATION RECOVERY (2013)
 JU1668
 JU1668'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1668'ROAD/TRAIL TO MARK IS NOW BLOCKED BY A GATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1669 ***********************************************************************
 JU1669  DESIGNATION -  COOCH AZ MK
 JU1669  PID         -  JU1669
 JU1669  STATE/COUNTY-  DE/NEW CASTLE
 JU1669  COUNTRY     -  US
 JU1669  USGS QUAD   -  NEWARK EAST (2016)
 JU1669
 JU1669                         *CURRENT SURVEY CONTROL
 JU1669  ______________________________________________________________________
 JU1669* NAD 83(1986) POSITION- 39 38 34.     (N) 075 44 15.     (W)   SCALED
 JU1669* NAVD 88 ORTHO HEIGHT -    17.164 (meters)       56.31  (feet) ADJUSTED
 JU1669  ______________________________________________________________________
 JU1669  GEOID HEIGHT    -        -33.033 (meters)                     GEOID18
 JU1669  DYNAMIC HEIGHT  -         17.156 (meters)       56.29  (feet) COMP
 JU1669  MODELED GRAVITY -    980,159.8   (mgal)                       NAVD 88
 JU1669
 JU1669  VERT ORDER      -  SECOND    CLASS 0
 JU1669
 JU1669.The horizontal coordinates were scaled from a map and have
 JU1669.an estimated accuracy of +/- 6 seconds.
 JU1669
 JU1669.The orthometric height was determined by differential leveling and
 JU1669.adjusted by the NATIONAL GEODETIC SURVEY
 JU1669.in June 1991.
 JU1669
 JU1669.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1669.GEOID18 height accuracy estimate available here.
 JU1669
 JU1669.Click photographs - Photos may exist for this station.
 JU1669
 JU1669.The dynamic height is computed by dividing the NAVD 88
 JU1669.geopotential number by the normal gravity value computed on the
 JU1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1669.degrees latitude (g = 980.6199 gals.).
 JU1669
 JU1669.The modeled gravity was interpolated from observed gravity values.
 JU1669
 JU1669;                    North         East    Units  Estimated Accuracy
 JU1669;SPC DE       -   182,420.      172,460.      MT  (+/- 180 meters Scaled)
 JU1669
 JU1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ367883(NAD 83)
 JU1669
 JU1669                          SUPERSEDED SURVEY CONTROL
 JU1669
 JU1669  NGVD 29 (11/26/84)   17.504  (m)           57.43   (f) ADJUSTED    2 0
 JU1669
 JU1669.Superseded values are not recommended for survey control.
 JU1669
 JU1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1669.See file dsdata.pdf to determine how the superseded data were derived.
 JU1669
 JU1669_MARKER: DZ = AZIMUTH MARK DISK
 JU1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1669_STAMPING: COOCH 1958
 JU1669_MARK LOGO: CGS
 JU1669_PROJECTION: PROJECTING 15 CENTIMETERS
 JU1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1669+STABILITY: SURFACE MOTION
 JU1669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1669+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 JU1669
 JU1669  HISTORY     - Date     Condition        Report By
 JU1669  HISTORY     - 1958     MONUMENTED       CGS
 JU1669  HISTORY     - 1959     GOOD             CGS
 JU1669  HISTORY     - 20001111 GOOD             USPSQD
 JU1669  HISTORY     - 20060305 GOOD             USPSQD
 JU1669  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU1669
 JU1669                          STATION DESCRIPTION
 JU1669
 JU1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1669'2.2 MI SE FROM NEWARK.
 JU1669'1.15 MILES SOUTH ALONG STATE HIGHWAY 896 FROM THE CENTER OF THE
 JU1669'HIGHWAY OVERPASS OVER THE PENNSYLVANIA RAILROAD IN THE SOUTH
 JU1669'PART OF NEWARK, THENCE ABOUT 1.0 MILE SOUTHEAST ALONG COOCH BRIDGE
 JU1669'ROAD, 19 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 33 1/2
 JU1669'FEET EAST OF POWER LINE AND TELEPHONE POLE 48, 1 1/2 FEET EAST OF
 JU1669'THE NORTHWEST END OF STEEL POST OF GUARD RAIL, 27 1/2 FEET NORTH
 JU1669'OF THE CENTER OF A WOODEN BRIDGE OVER A CANAL, ABOUT LEVEL WITH
 JU1669'THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JU1669
 JU1669                          STATION RECOVERY (2000)
 JU1669
 JU1669'RECOVERY NOTE BY US POWER SQUADRON 2000 (SAL)
 JU1669'RECOVERED IN GOOD CONDITION.
 JU1669
 JU1669                          STATION RECOVERY (2006)
 JU1669
 JU1669'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAL)
 JU1669'RECOVERED IN GOOD CONDITION.
 JU1669
 JU1669                          STATION RECOVERY (2013)
 JU1669
 JU1669'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1669'ROAD/TRAIL TO MARK IS NOW BLOCKED BY A GATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1666 ***********************************************************************
 JU1666  DESIGNATION -  COOCH RM 1
 JU1666  PID         -  JU1666
 JU1666  STATE/COUNTY-  DE/NEW CASTLE
 JU1666  COUNTRY     -  US
 JU1666  USGS QUAD   -  NEWARK EAST (2016)
 JU1666
 JU1666                         *CURRENT SURVEY CONTROL
 JU1666  ______________________________________________________________________
 JU1666* NAD 83(1986) POSITION- 39 38 45.53   (N) 075 44 28.13   (W)   HD_HELD1
 JU1666* NAVD 88 ORTHO HEIGHT -    19.256 (meters)       63.18  (feet) ADJUSTED
 JU1666  ______________________________________________________________________
 JU1666  GEOID HEIGHT    -        -33.030 (meters)                     GEOID18
 JU1666  DYNAMIC HEIGHT  -         19.247 (meters)       63.15  (feet) COMP
 JU1666  MODELED GRAVITY -    980,159.3   (mgal)                       NAVD 88
 JU1666
 JU1666  VERT ORDER      -  SECOND    CLASS 0
 JU1666
 JU1666.The horizontal coordinates were determined by differentially corrected
 JU1666.hand held GPS observations or other comparable positioning techniques
 JU1666.and have an estimated accuracy of +/- 3 meters.
 JU1666
 JU1666.The orthometric height was determined by differential leveling and
 JU1666.adjusted by the NATIONAL GEODETIC SURVEY
 JU1666.in June 1991.
 JU1666
 JU1666.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1666.GEOID18 height accuracy estimate available here.
 JU1666
 JU1666.Click photographs - Photos may exist for this station.
 JU1666
 JU1666.The dynamic height is computed by dividing the NAVD 88
 JU1666.geopotential number by the normal gravity value computed on the
 JU1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1666.degrees latitude (g = 980.6199 gals.).
 JU1666
 JU1666.The modeled gravity was interpolated from observed gravity values.
 JU1666
 JU1666;                    North         East    Units  Estimated Accuracy
 JU1666;SPC DE       -   182,773.2     172,148.9     MT  (+/- 3 meters HH1 GPS) 
 JU1666
 JU1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3641088728(NAD 83)
 JU1666
 JU1666                          SUPERSEDED SURVEY CONTROL
 JU1666
 JU1666  NGVD 29 (11/26/84)   19.595  (m)           64.29   (f) ADJUSTED    2 0
 JU1666
 JU1666.Superseded values are not recommended for survey control.
 JU1666
 JU1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1666.See file dsdata.pdf to determine how the superseded data were derived.
 JU1666
 JU1666_MARKER: DR = REFERENCE MARK DISK
 JU1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1666_STAMPING: COOCH NO 1 1958
 JU1666_MARK LOGO: CGS
 JU1666_PROJECTION: FLUSH
 JU1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1666+STABILITY: SURFACE MOTION
 JU1666
 JU1666  HISTORY     - Date     Condition        Report By
 JU1666  HISTORY     - 1958     MONUMENTED       CGS
 JU1666  HISTORY     - 1959     GOOD             CGS
 JU1666  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1666  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU1666
 JU1666                          STATION DESCRIPTION
 JU1666
 JU1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1666'1.9 MI SE FROM NEWARK.
 JU1666'68.8 FEET NORTH-NORTHEAST OF AND ACROSS THE ROAD FROM COOCH
 JU1666'DESCRIBED, 13 1/2 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE
 JU1666'ROAD, 73 FEET NORTH-NORTHWEST OF TELEPHONE AND POWER LINE POLE 37,
 JU1666'79.3 FEET SOUTH-SOUTHEAST OF TELEPHONE AND POWER LINE POLE 36,
 JU1666'ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A CONCRETE POST
 JU1666'FLUSH WITH THE GROUND.
 JU1666
 JU1666                          STATION RECOVERY (1981)
 JU1666
 JU1666'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1666'MARK NOT FOUND.
 JU1666
 JU1666                          STATION RECOVERY (2013)
 JU1666
 JU1666'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1666'ROAD/TRAIL TO MARK IS NOW BLOCKED BY A GATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1667 ***********************************************************************
 JU1667  DESIGNATION -  COOCH RM 2
 JU1667  PID         -  JU1667
 JU1667  STATE/COUNTY-  DE/NEW CASTLE
 JU1667  COUNTRY     -  US
 JU1667  USGS QUAD   -  NEWARK EAST (2016)
 JU1667
 JU1667                         *CURRENT SURVEY CONTROL
 JU1667  ______________________________________________________________________
 JU1667* NAD 83(1986) POSITION- 39 38 44.86   (N) 075 44 29.51   (W)   HD_HELD1
 JU1667* NAVD 88 ORTHO HEIGHT -    19.657 (meters)       64.49  (feet) ADJUSTED
 JU1667  ______________________________________________________________________
 JU1667  GEOID HEIGHT    -        -33.031 (meters)                     GEOID18
 JU1667  DYNAMIC HEIGHT  -         19.648 (meters)       64.46  (feet) COMP
 JU1667  MODELED GRAVITY -    980,159.3   (mgal)                       NAVD 88
 JU1667
 JU1667  VERT ORDER      -  SECOND    CLASS 0
 JU1667
 JU1667.The horizontal coordinates were determined by differentially corrected
 JU1667.hand held GPS observations or other comparable positioning techniques
 JU1667.and have an estimated accuracy of +/- 3 meters.
 JU1667
 JU1667.The orthometric height was determined by differential leveling and
 JU1667.adjusted by the NATIONAL GEODETIC SURVEY
 JU1667.in June 1991.
 JU1667
 JU1667.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1667.GEOID18 height accuracy estimate available here.
 JU1667
 JU1667.Click photographs - Photos may exist for this station.
 JU1667
 JU1667.The dynamic height is computed by dividing the NAVD 88
 JU1667.geopotential number by the normal gravity value computed on the
 JU1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1667.degrees latitude (g = 980.6199 gals.).
 JU1667
 JU1667.The modeled gravity was interpolated from observed gravity values.
 JU1667
 JU1667;                    North         East    Units  Estimated Accuracy
 JU1667;SPC DE       -   182,752.7     172,115.9     MT  (+/- 3 meters HH1 GPS) 
 JU1667
 JU1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3637788707(NAD 83)
 JU1667
 JU1667                          SUPERSEDED SURVEY CONTROL
 JU1667
 JU1667  NGVD 29 (11/26/84)   19.996  (m)           65.60   (f) ADJUSTED    2 0
 JU1667
 JU1667.Superseded values are not recommended for survey control.
 JU1667
 JU1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1667.See file dsdata.pdf to determine how the superseded data were derived.
 JU1667
 JU1667_MARKER: DR = REFERENCE MARK DISK
 JU1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1667_STAMPING: COOCH NO 2 1958
 JU1667_MARK LOGO: CGS
 JU1667_PROJECTION: PROJECTING 8 CENTIMETERS
 JU1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1667+STABILITY: SURFACE MOTION
 JU1667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1667+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 JU1667
 JU1667  HISTORY     - Date     Condition        Report By
 JU1667  HISTORY     - 1958     MONUMENTED       CGS
 JU1667  HISTORY     - 1959     GOOD             CGS
 JU1667  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1667  HISTORY     - 20001111 GOOD             USPSQD
 JU1667  HISTORY     - 20060305 GOOD             USPSQD
 JU1667  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU1667
 JU1667                          STATION DESCRIPTION
 JU1667
 JU1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1667'1.9 MI SE FROM NEWARK.
 JU1667'77.8 FEET WEST OF COOCH DESCRIBED, 114 FEET WEST-SOUTHWEST OF
 JU1667'THE CENTER LINE OF THE ROAD, 34 FEET NORTH OF THE CENTER LINE
 JU1667'OF A TRAIL ROAD LEADING WEST, AND SET IN TOP OF A CONCRETE POST
 JU1667'PROJECTING 3 INCHES ABOVE THE GROUND.
 JU1667
 JU1667                          STATION RECOVERY (1981)
 JU1667
 JU1667'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1667'MARK NOT FOUND.
 JU1667
 JU1667                          STATION RECOVERY (2000)
 JU1667
 JU1667'RECOVERY NOTE BY US POWER SQUADRON 2000 (SAL)
 JU1667'RECOVERED IN GOOD CONDITION.
 JU1667
 JU1667                          STATION RECOVERY (2006)
 JU1667
 JU1667'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAL)
 JU1667'RECOVERED IN GOOD CONDITION.
 JU1667
 JU1667                          STATION RECOVERY (2013)
 JU1667
 JU1667'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1667'ROAD/TRAIL TO MARK IS NOW BLOCKED BY A GATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1436 ***********************************************************************
 JU1436  DESIGNATION -  COOL
 JU1436  PID         -  JU1436
 JU1436  STATE/COUNTY-  DE/NEW CASTLE
 JU1436  COUNTRY     -  US
 JU1436  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU1436
 JU1436                         *CURRENT SURVEY CONTROL
 JU1436  ______________________________________________________________________
 JU1436* NAD 83(1991) POSITION- 39 45 04.86220(N) 075 33 26.31227(W)   ADJUSTED
 JU1436* NAVD 88 ORTHO HEIGHT -    36.601 (meters)      120.08  (feet) ADJUSTED
 JU1436  ______________________________________________________________________
 JU1436  GEOID HEIGHT    -        -32.905 (meters)                     GEOID18
 JU1436  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 JU1436  DYNAMIC HEIGHT  -         36.584 (meters)      120.03  (feet) COMP
 JU1436  MODELED GRAVITY -    980,174.9   (mgal)                       NAVD 88
 JU1436
 JU1436  HORZ ORDER      -  SECOND
 JU1436  VERT ORDER      -  SECOND    CLASS 0
 JU1436
 JU1436.The horizontal coordinates were established by classical geodetic methods
 JU1436.and adjusted by the National Geodetic Survey in January 1992.
 JU1436
 JU1436.The orthometric height was determined by differential leveling and
 JU1436.adjusted by the NATIONAL GEODETIC SURVEY
 JU1436.in June 1991.
 JU1436
 JU1436.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1436.GEOID18 height accuracy estimate available here.
 JU1436
 JU1436.Click photographs - Photos may exist for this station.
 JU1436
 JU1436.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1436
 JU1436.The dynamic height is computed by dividing the NAVD 88
 JU1436.geopotential number by the normal gravity value computed on the
 JU1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1436.degrees latitude (g = 980.6199 gals.).
 JU1436
 JU1436.The modeled gravity was interpolated from observed gravity values.
 JU1436
 JU1436. The following values were computed from the NAD 83(1991) position.
 JU1436
 JU1436;                    North         East     Units Scale Factor Converg.
 JU1436;SPC DE       -   194,431.399   187,946.622   MT  0.99999679   -0 05 23.8
 JU1436;SPC DE       -   637,897.01    616,621.54   sFT  0.99999679   -0 05 23.8
 JU1436;UTM  18      - 4,400,308.646   452,256.037   MT  0.99962806   -0 21 23.0
 JU1436
 JU1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1436!SPC DE       -   0.99999942  x   0.99999679  =   0.99999621
 JU1436!UTM  18      -   0.99999942  x   0.99962806  =   0.99962748
 JU1436
 JU1436:                Primary Azimuth Mark                     Grid Az
 JU1436:SPC DE       -  DRAVO                                    197 53 21.6
 JU1436:UTM  18      -  DRAVO                                    198 09 20.8
 JU1436
 JU1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5225600308(NAD 83)
 JU1436
 JU1436|---------------------------------------------------------------------|
 JU1436| PID    Reference Object                     Distance      Geod. Az  |
 JU1436|                                                           dddmmss.s |
 JU1436| JU1437 COOL RM 1                            23.147 METERS 08835     |
 JU1436| JU3620 COOL A                               94.424 METERS 11854     |
 JU1436| JU1435 COOL RM 2                                          19709     |
 JU1436| JU1380 DRAVO                               APPROX. 2.1 KM 1974757.8 |
 JU1436|---------------------------------------------------------------------|
 JU1436
 JU1436                          SUPERSEDED SURVEY CONTROL
 JU1436
 JU1436  NAD 83(1986)-  39 45 04.85759(N)    075 33 26.31910(W) AD(       ) 2
 JU1436  NAD 27      -  39 45 04.44890(N)    075 33 27.59790(W) AD(       ) 2
 JU1436  NGVD 29              36.95   (m)          121.2    (f) LEVELING    3  
 JU1436  NGVD 29 (11/26/84)   36.953  (m)          121.24   (f) ADJUSTED    2 0
 JU1436
 JU1436.Superseded values are not recommended for survey control.
 JU1436
 JU1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1436.See file dsdata.pdf to determine how the superseded data were derived.
 JU1436
 JU1436_MARKER: DS = TRIANGULATION STATION DISK
 JU1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1436_STAMPING: COOL 1958
 JU1436_MARK LOGO: CGS
 JU1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1436+STABILITY: SURFACE MOTION
 JU1436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1436+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1436
 JU1436  HISTORY     - Date     Condition        Report By
 JU1436  HISTORY     - 1958     MONUMENTED       CGS
 JU1436  HISTORY     - 1959     GOOD             CGS
 JU1436  HISTORY     - 1981     GOOD             UDE
 JU1436  HISTORY     - 1984     GOOD             LOCENG
 JU1436  HISTORY     - 19900308 GOOD             NGS
 JU1436  HISTORY     - 20130711 GOOD             DELCOS
 JU1436
 JU1436                          STATION DESCRIPTION
 JU1436
 JU1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JU1436'STATION IS IN THE NORTHWEST CORNER OF THE COOL SPRINGS PARK
 JU1436'IN WILMINGTON.  STATION IS 111 FEET SOUTH-SOUTHWEST OF THE
 JU1436'INTERSECTION OF VAN BUREN STREET AND PARK PLACE, 22 FEET
 JU1436'SOUTHEAST OF AN ELM TREE AND 25 FEET SOUTH-SOUTHWEST OF A
 JU1436'30 INCH TREE.  THE MARK IS A STANDARD STATION DISK SET IN A
 JU1436'12X12 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 JU1436'AND THE DISK IS STAMPED COOL 1958.
 JU1436'
 JU1436'REFERENCE MARK NO. 1 IS 56 FEET WEST-SOUTHWEST OF
 JU1436'APPROXIMATE CENTERLINE OF PARK PLACE, 23 FEET EAST-SOUTHEAST
 JU1436'OF APPROXIMATE CENTERLINE OF SIDEWALK AND 59 FEET SOUTH OF
 JU1436'POWERLINE POLE NO. 170A.  THE MARK IS A STANDARD REFERENCE
 JU1436'DISK SET IN A 12X12 INCH CONCRETE MONUMENT WHICH IS FLUSH
 JU1436'WITH THE GROUND AND THE DISK IS STAMPED COOL NO 1 1958.
 JU1436'
 JU1436'REFERENCE MARK NO. 2 IS 86 FEET SOUTHEAST OF APPROXIMATE
 JU1436'CENTERLINE OF VAN BUREN STREET, 34 FEET SOUTH-SOUTHWEST OF A
 JU1436'SYCAMORE TREE AND 9 FEET WEST OF A 40 INCH SYCAMORE
 JU1436'TREE.  THE MARK IS A STANDARD REFERENCE DISK SET IN A 12X12
 JU1436'INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND AND
 JU1436'THE DISK IS STAMPED COOL NO 2 1958.
 JU1436'
 JU1436'COOL A IS SET NEAR THE EAST CORNER OF THE PARK, 25-1/2 FEET
 JU1436'NORTHWEST OF APPROXIMATE CENTERLINE OF NORTH JACKSON STREET
 JU1436'AND 42-1/2 FEET SOUTHWEST OF APPROXIMATE CENTERLINE OF PARK
 JU1436'PLACE.  THE MARK IS A STANDARD TRAVERSE DISK SET IN A
 JU1436'DRILLHOLE IN A CONCRETE SIDEWALK.  THE MARK IS FLUSH AND THE
 JU1436'DISK IS STAMPED COOL A 1959.
 JU1436'
 JU1436'COOL B IS SET AT THE INTERSECTION OF NORTH VAN BUREN
 JU1436'STREET, DELAWARE AVENUE AND PENNSYLVANIA AVENUE, 22 FEET
 JU1436'NORTH-NORTHWEST OF APPROXIMATE CENTERLINE OF NORTH VAN BUREN
 JU1436'STREET, 7-1/2 FEET NORTHWEST OF CURB, 5-1/2 FEET NORTHEAST OF CURB
 JU1436'AND 8 FEET WEST OF POWERLINE POLE WITH SIGNAL LIGHTS.  THE
 JU1436'MARK IS A STANDARD TRAVERSE DISK SET FLUSH IN A DRILLHOLE IN
 JU1436'A CONCRETE SIDEWALK AND THE DISK IS STAMPED COOL B 1958.
 JU1436'
 JU1436'TO REACH FROM THE POST OFFICE IN WILMINGTON, GO
 JU1436'NORTHWESTERLY ON EITHER 11TH OR 12TH STREET TO COOL SPRINGS
 JU1436'PARK AND STATION AS DESCRIBED.
 JU1436'
 JU1436'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JU1436
 JU1436                          STATION RECOVERY (1959)
 JU1436
 JU1436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JU1436'AT WILMINGTON.
 JU1436'AT WILMINGTON, IN THE NORTHWEST CORNER OF COOL SPRINGS PARK, NEAR
 JU1436'THE JUNCTION OF VAN BUREN STREET AND PARK PLACE, ABOUT IN LINE
 JU1436'WITH THE SOUTHEAST CURB OF VAN BUREN STREET, 94 FEET SOUTHWEST OF
 JU1436'EXTENDED SOUTHWEST CURB LINE OF PARK PLACE, 121 FEET SOUTHWEST
 JU1436'AND ACROSS PARK PLACE FROM A FIRE HYDRANT, 49 FEET NORTHWEST OF
 JU1436'NORTHWEST EDGE OF A CONCRETE WALK THRU PARK, 75.9 FEET WEST OF
 JU1436'R M 1, 86.4 FEET NORTH-NORTHEAST OF RM NO. 2, AND SET IN THE TOP
 JU1436'OF A CONCRETE POST PROJECTING 1 INCH.
 JU1436
 JU1436                          STATION RECOVERY (1981)
 JU1436
 JU1436'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1436'RECOVERED IN GOOD CONDITION.
 JU1436
 JU1436                          STATION RECOVERY (1984)
 JU1436
 JU1436'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (CT)
 JU1436'COOL 1958 RECOVERED GOOD.
 JU1436'
 JU1436'COOL NO. 1 1958 RECOVERED GOOD.
 JU1436'
 JU1436'COOL NO. 2 1958 RECOVERED GOOD.
 JU1436
 JU1436                          STATION RECOVERY (1990)
 JU1436
 JU1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU1436'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  AT
 JU1436'WILMINGTON, IN THE NORTHWEST CORNER OF COOL SPRINGS PARK, NEAR THE
 JU1436'JUNCTION OF VAN BUREN DRIVE AND PARK PLACE, 36.9 M (121.06 FT)
 JU1436'SOUTHWEST OF A FIRE HYDRANT, 26.3 M (86.29 FT) NORTH-NORTHEAST OF
 JU1436'REFERENCE MARK 2, 23.1 M (75.79 FT) WEST OF REFERENCE MARK 1, 21.5 M
 JU1436'(70.54 FT) NORTH-NORTHWEST OF METAL LIGHT STANDARD NUMBER 43591, 20.8
 JU1436'M (68.24 FT) EAST OF METAL LIGHT STANDARD NUMBER 43957, 7.0 M (22.97
 JU1436'FT) SOUTH OF THE EXTENDED CENTER OF VAN BUREN DRIVE, AND IN A
 JU1436'CONCRETE MONUMENT THAT IS RECESSED 0.03 M (0.10 FT) BELOW THE GROUND
 JU1436'SURFACE.
 JU1436
 JU1436                          STATION RECOVERY (2013)
 JU1436
 JU1436'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1436'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3620 ***********************************************************************
 JU3620  DESIGNATION -  COOL A
 JU3620  PID         -  JU3620
 JU3620  STATE/COUNTY-  DE/NEW CASTLE
 JU3620  COUNTRY     -  US
 JU3620  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3620
 JU3620                         *CURRENT SURVEY CONTROL
 JU3620  ______________________________________________________________________
 JU3620* NAD 83(1991) POSITION- 39 45 03.38279(N) 075 33 22.83976(W)   ADJUSTED
 JU3620* NAVD 88 ORTHO HEIGHT -    32.    (meters)      105.    (feet) SCALED
 JU3620  ______________________________________________________________________
 JU3620  GEOID HEIGHT    -        -32.906 (meters)                     GEOID18
 JU3620  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 JU3620  HORZ ORDER      -  SECOND
 JU3620
 JU3620.The horizontal coordinates were established by classical geodetic methods
 JU3620.and adjusted by the National Geodetic Survey in January 1992.
 JU3620
 JU3620.The orthometric height was scaled from a topographic map.
 JU3620
 JU3620.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3620.GEOID18 height accuracy estimate available here.
 JU3620
 JU3620.Click photographs - Photos may exist for this station.
 JU3620
 JU3620.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3620
 JU3620. The following values were computed from the NAD 83(1991) position.
 JU3620
 JU3620;                    North         East     Units Scale Factor Converg.
 JU3620;SPC DE       -   194,385.643   188,029.218   MT  0.99999676   -0 05 21.5
 JU3620;SPC DE       -   637,746.90    616,892.53   sFT  0.99999676   -0 05 21.5
 JU3620;UTM  18      - 4,400,262.523   452,338.389   MT  0.99962797   -0 21 20.7
 JU3620
 JU3620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3620!SPC DE       -   1.00000019  x   0.99999676  =   0.99999695
 JU3620!UTM  18      -   1.00000019  x   0.99962797  =   0.99962816
 JU3620
 JU3620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5233800262(NAD 83)
 JU3620
 JU3620                          SUPERSEDED SURVEY CONTROL
 JU3620
 JU3620  NAD 83(1986)-  39 45 03.37811(N)    075 33 22.84652(W) AD(       ) 2
 JU3620  NAD 27      -  39 45 02.96940(N)    075 33 24.12560(W) AD(       ) 2
 JU3620
 JU3620.Superseded values are not recommended for survey control.
 JU3620
 JU3620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3620.See file dsdata.pdf to determine how the superseded data were derived.
 JU3620
 JU3620_MARKER: DE = TRAVERSE STATION DISK
 JU3620_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU3620_SP_SET: SIDEWALK
 JU3620_STAMPING: COOL A 1958
 JU3620_MARK LOGO: CGS
 JU3620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3620
 JU3620  HISTORY     - Date     Condition        Report By
 JU3620  HISTORY     - 1958     MONUMENTED       CGS
 JU3620  HISTORY     - 1984     MARK NOT FOUND   LOCENG
 JU3620
 JU3620                          STATION DESCRIPTION
 JU3620
 JU3620'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (HRL)
 JU3620'STATION IS LOCATED IN THE CITY OF WILMINGTON AT THE
 JU3620'INTERSECTION OF NORTH JACKSON STREET AND PARK PLACE AND IN
 JU3620'THE EAST CORNER OF COOL SPRING PARK.  STATION IS 60 FEET WEST
 JU3620'OF THE APPROXIMATE CENTER OF INTERSECTION, 30 FEET SOUTHWEST
 JU3620'OF THE CURB OF PARK PLACE, 6.5 FEET NORTHWEST OF THE CURB OF
 JU3620'NORTH JACKSON STREET AND 2 FEET NORTHWEST OF THE EDGE OF
 JU3620'CONCRETE SIDEWALK.  THE STATION IS MARKED BY A STANDARD
 JU3620'TRAVERSE DISK WHICH IS CEMENTED FLUSH IN A DRILL HOLE IN THE
 JU3620'CONCRETE SIDEWALK AND THE DISK IS STAMPED COOL A 1958.
 JU3620
 JU3620                          STATION RECOVERY (1984)
 JU3620
 JU3620'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (CT)
 JU3620'STATION LOST DUE TO SIDEWALK RECONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3619 ***********************************************************************
 JU3619  DESIGNATION -  COOL B
 JU3619  PID         -  JU3619
 JU3619  STATE/COUNTY-  DE/NEW CASTLE
 JU3619  COUNTRY     -  US
 JU3619  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3619
 JU3619                         *CURRENT SURVEY CONTROL
 JU3619  ______________________________________________________________________
 JU3619* NAD 83(1991) POSITION- 39 45 09.61361(N) 075 33 23.44624(W)   ADJUSTED
 JU3619* NAVD 88 ORTHO HEIGHT -    37.    (meters)      121.    (feet) SCALED
 JU3619  ______________________________________________________________________
 JU3619  GEOID HEIGHT    -        -32.903 (meters)                     GEOID18
 JU3619  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 JU3619  HORZ ORDER      -  SECOND
 JU3619
 JU3619.The horizontal coordinates were established by classical geodetic methods
 JU3619.and adjusted by the National Geodetic Survey in January 1992.
 JU3619
 JU3619.The orthometric height was scaled from a topographic map.
 JU3619
 JU3619.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3619.GEOID18 height accuracy estimate available here.
 JU3619
 JU3619.Click photographs - Photos may exist for this station.
 JU3619
 JU3619.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3619
 JU3619. The following values were computed from the NAD 83(1991) position.
 JU3619
 JU3619;                    North         East     Units Scale Factor Converg.
 JU3619;SPC DE       -   194,577.833   188,015.080   MT  0.99999677   -0 05 21.9
 JU3619;SPC DE       -   638,377.44    616,846.14   sFT  0.99999677   -0 05 21.9
 JU3619;UTM  18      - 4,400,454.706   452,325.149   MT  0.99962798   -0 21 21.2
 JU3619
 JU3619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3619!SPC DE       -   0.99999941  x   0.99999677  =   0.99999618
 JU3619!UTM  18      -   0.99999941  x   0.99962798  =   0.99962739
 JU3619
 JU3619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5232500454(NAD 83)
 JU3619
 JU3619|---------------------------------------------------------------------|
 JU3619| PID    Reference Object                     Distance      Geod. Az  |
 JU3619|                                                           dddmmss.s |
 JU3619| JU3618 GILPIN                               93.414 METERS 04945     |
 JU3619| JU3645 SHALLCROSS                          206.294 METERS 04946     |
 JU3619| JU3617 COOL C                              321.723 METERS 04946     |
 JU3619| JU1436 COOL                                161.646 METERS 20458     |
 JU3619|---------------------------------------------------------------------|
 JU3619
 JU3619                          SUPERSEDED SURVEY CONTROL
 JU3619
 JU3619  NAD 83(1986)-  39 45 09.60910(N)    075 33 23.45290(W) AD(       ) 2
 JU3619  NAD 27      -  39 45 09.20010(N)    075 33 24.73170(W) AD(       ) 2
 JU3619
 JU3619.Superseded values are not recommended for survey control.
 JU3619
 JU3619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3619.See file dsdata.pdf to determine how the superseded data were derived.
 JU3619
 JU3619_MARKER: DE = TRAVERSE STATION DISK
 JU3619_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU3619_SP_SET: SIDEWALK
 JU3619_STAMPING: COOL B 1958
 JU3619_MARK LOGO: CGS
 JU3619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3619
 JU3619  HISTORY     - Date     Condition        Report By
 JU3619  HISTORY     - 1958     MONUMENTED       CGS
 JU3619  HISTORY     - 1984     MARK NOT FOUND   LOCENG
 JU3619  HISTORY     - 20091113 MARK NOT FOUND   GEOCAC
 JU3619  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU3619
 JU3619                          STATION DESCRIPTION
 JU3619
 JU3619'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (HRL)
 JU3619'STATION IS LOCATED AT THE INTERSECTIONS OF DELAWARE
 JU3619'AVENUE, PENNSYLVANIA AVENUE AND NORTH VAN BUREN STREET IN
 JU3619'WILMINGTON.  STATION IS 22 FEET NORTH-NORTHWEST OF
 JU3619'APPROXIMATE CENTERLINE OF VAN BUREN STREET, 7-1/2 FEET
 JU3619'NORTHWEST OF CURB, 5-1/2 FEET NORTHEAST OF CURB AND 8 FEET
 JU3619'WEST OF POWERLINE POLE WITH SIGNAL LIGHTS.  THE MARK IS A
 JU3619'STANDARD TRAVERSE DISK SET FLUSH IN A DRILLHOLE IN A CONCRETE
 JU3619'SIDEWALK AND THE DISK IS STAMPED COOL B 1958.
 JU3619
 JU3619                          STATION RECOVERY (1984)
 JU3619
 JU3619'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (CT)
 JU3619'SIDEWALK HAS BEEN REPLACED AND THE STATION CAN BE CONSIDERED LOST.
 JU3619
 JU3619                          STATION RECOVERY (2009)
 JU3619
 JU3619'RECOVERY NOTE BY GEOCACHING 2009 (GAH)
 JU3619'THE SIDEWALKS IN THIS AREA HAVE BEEN RECONSTRUCTED TO ALLOW
 JU3619'HANDICAPPED ACCESS, APPARENTLY ELIMINATING JU3617, JU3618, JU3619 AND
 JU3619'JU3645 IN THE PROCESS.
 JU3619
 JU3619                          STATION RECOVERY (2013)
 JU3619
 JU3619'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3619'BELIEVED TO BE DESTROYED IN CONSTRUCTION OF HANDICAP ACCESIBLE
 JU3619'SIDEWALKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3617 ***********************************************************************
 JU3617  DESIGNATION -  COOL C
 JU3617  PID         -  JU3617
 JU3617  STATE/COUNTY-  DE/NEW CASTLE
 JU3617  COUNTRY     -  US
 JU3617  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3617
 JU3617                         *CURRENT SURVEY CONTROL
 JU3617  ______________________________________________________________________
 JU3617* NAD 83(1991) POSITION- 39 45 16.35157(N) 075 33 13.12920(W)   ADJUSTED
 JU3617* NAVD 88 ORTHO HEIGHT -    24.    (meters)       79.    (feet) SCALED
 JU3617  ______________________________________________________________________
 JU3617  GEOID HEIGHT    -        -32.902 (meters)                     GEOID18
 JU3617  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 JU3617  HORZ ORDER      -  SECOND
 JU3617
 JU3617.The horizontal coordinates were established by classical geodetic methods
 JU3617.and adjusted by the National Geodetic Survey in January 1992.
 JU3617
 JU3617.The orthometric height was scaled from a topographic map.
 JU3617
 JU3617.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3617.GEOID18 height accuracy estimate available here.
 JU3617
 JU3617.Click photographs - Photos may exist for this station.
 JU3617
 JU3617.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3617
 JU3617. The following values were computed from the NAD 83(1991) position.
 JU3617
 JU3617;                    North         East     Units Scale Factor Converg.
 JU3617;SPC DE       -   194,785.262   188,261.002   MT  0.99999670   -0 05 15.4
 JU3617;SPC DE       -   639,057.98    617,652.97   sFT  0.99999670   -0 05 15.4
 JU3617;UTM  18      - 4,400,660.914   452,571.943   MT  0.99962769   -0 21 14.6
 JU3617
 JU3617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3617!SPC DE       -   1.00000145  x   0.99999670  =   0.99999815
 JU3617!UTM  18      -   1.00000145  x   0.99962769  =   0.99962914
 JU3617
 JU3617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5257100660(NAD 83)
 JU3617
 JU3617|---------------------------------------------------------------------|
 JU3617| PID    Reference Object                     Distance      Geod. Az  |
 JU3617|                                                           dddmmss.s |
 JU3617| JU3622 COOL D                               94.096 METERS 05005     |
 JU3617| JU3645 SHALLCROSS                          115.429 METERS 22946     |
 JU3617| JU3618 GILPIN                              228.309 METERS 22946     |
 JU3617| JU3619 COOL B                              321.723 METERS 22946     |
 JU3617|---------------------------------------------------------------------|
 JU3617
 JU3617                          SUPERSEDED SURVEY CONTROL
 JU3617
 JU3617  NAD 83(1986)-  39 45 16.34696(N)    075 33 13.13570(W) AD(       ) 2
 JU3617  NAD 27      -  39 45 15.93770(N)    075 33 14.41440(W) AD(       ) 2
 JU3617
 JU3617.Superseded values are not recommended for survey control.
 JU3617
 JU3617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3617.See file dsdata.pdf to determine how the superseded data were derived.
 JU3617
 JU3617_MARKER: DE = TRAVERSE STATION DISK
 JU3617_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU3617_SP_SET: SIDEWALK
 JU3617_STAMPING: COOL C 1959
 JU3617_MARK LOGO: CGS
 JU3617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3617
 JU3617  HISTORY     - Date     Condition        Report By
 JU3617  HISTORY     - 1959     MONUMENTED       CGS
 JU3617  HISTORY     - 1984     MARK NOT FOUND   LOCENG
 JU3617  HISTORY     - 20091113 MARK NOT FOUND   GEOCAC
 JU3617  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU3617
 JU3617                          STATION DESCRIPTION
 JU3617
 JU3617'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU3617'STATION IS LOCATED AT THE INTERSECTION OF NORTH VAN BUREN
 JU3617'STREET AND LOVERING AVENUE.  STATION IS 26 FEET SOUTHWEST OF
 JU3617'APPROXIMATE CENTERLINE LOVERING AVENUE, 23 FEET NORTHWEST OF
 JU3617'APPROXIMATE CENTERLINE OF NORTH VAN BUREN STREET AND 22-1/2
 JU3617'FEET EAST OF EAST CORNER OF HOSPITAL.  THE MARK IS A STANDARD
 JU3617'TRAVERSE DISK SET FLUSH IN A DRILLHOLE IN A CONCRETE
 JU3617'SIDEWALK AND THE DISK IS STAMPED COOL C 1959.
 JU3617
 JU3617                          STATION RECOVERY (1984)
 JU3617
 JU3617'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (CT)
 JU3617'STATION LOST.
 JU3617
 JU3617                          STATION RECOVERY (2009)
 JU3617
 JU3617'RECOVERY NOTE BY GEOCACHING 2009 (GAH)
 JU3617'THE SIDEWALKS IN THIS AREA HAVE BEEN RECONSTRUCTED TO ALLOW
 JU3617'HANDICAPPED ACCESS, APPARENTLY ELIMINATING JU3617, JU3618, JU3619 AND
 JU3617'JU3645 IN THE PROCESS.
 JU3617
 JU3617                          STATION RECOVERY (2013)
 JU3617
 JU3617'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3617'BELIEVED TO BE DESTROYED IN CONSTRUCTION OF HANDICAP ACCESIBLE
 JU3617'SIDEWALKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3622 ***********************************************************************
 JU3622  DESIGNATION -  COOL D
 JU3622  PID         -  JU3622
 JU3622  STATE/COUNTY-  DE/NEW CASTLE
 JU3622  COUNTRY     -  US
 JU3622  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3622
 JU3622                         *CURRENT SURVEY CONTROL
 JU3622  ______________________________________________________________________
 JU3622* NAD 83(1991) POSITION- 39 45 18.30910(N) 075 33 10.09734(W)   ADJUSTED
 JU3622* NAVD 88 ORTHO HEIGHT -    18.    (meters)       59.    (feet) SCALED
 JU3622  ______________________________________________________________________
 JU3622  GEOID HEIGHT    -        -32.901 (meters)                     GEOID18
 JU3622  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 JU3622  HORZ ORDER      -  SECOND
 JU3622
 JU3622.The horizontal coordinates were established by classical geodetic methods
 JU3622.and adjusted by the National Geodetic Survey in January 1992.
 JU3622
 JU3622.The orthometric height was scaled from a topographic map.
 JU3622
 JU3622.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3622.GEOID18 height accuracy estimate available here.
 JU3622
 JU3622.Click photographs - Photos may exist for this station.
 JU3622
 JU3622.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3622
 JU3622. The following values were computed from the NAD 83(1991) position.
 JU3622
 JU3622;                    North         East     Units Scale Factor Converg.
 JU3622;SPC DE       -   194,845.525   188,333.268   MT  0.99999668   -0 05 13.4
 JU3622;SPC DE       -   639,255.69    617,890.06   sFT  0.99999668   -0 05 13.4
 JU3622;UTM  18      - 4,400,720.818   452,644.461   MT  0.99962761   -0 21 12.7
 JU3622
 JU3622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3622!SPC DE       -   1.00000239  x   0.99999668  =   0.99999907
 JU3622!UTM  18      -   1.00000239  x   0.99962761  =   0.99963000
 JU3622
 JU3622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5264400720(NAD 83)
 JU3622
 JU3622                          SUPERSEDED SURVEY CONTROL
 JU3622
 JU3622  NAD 83(1986)-  39 45 18.30453(N)    075 33 10.10370(W) AD(       ) 2
 JU3622  NAD 27      -  39 45 17.89510(N)    075 33 11.38250(W) AD(       ) 2
 JU3622
 JU3622.Superseded values are not recommended for survey control.
 JU3622
 JU3622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3622.See file dsdata.pdf to determine how the superseded data were derived.
 JU3622
 JU3622_MARKER: DE = TRAVERSE STATION DISK
 JU3622_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU3622_SP_SET: SIDEWALK
 JU3622_STAMPING: COOL D 1959
 JU3622_MARK LOGO: CGS
 JU3622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3622
 JU3622  HISTORY     - Date     Condition        Report By
 JU3622  HISTORY     - 1959     MONUMENTED       CGS
 JU3622  HISTORY     - 1984     MARK NOT FOUND   LOCENG
 JU3622
 JU3622                          STATION DESCRIPTION
 JU3622
 JU3622'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU3622'STATION IS LOCATED IN THE CITY OF WILMINGTON, SOUTHWEST OF
 JU3622'BRANDYWINE CREEK AT THE INTERSECTION OF PARK DRIVE AND NORTH
 JU3622'VAN BUREN STREET.  STATION IS 20 FEET NORTHWEST OF THE
 JU3622'CENTERLINE OF NORTH VAN BUREN STREET, 66-1/2 FEET SOUTHWEST
 JU3622'OF A SIGNAL LIGHT POLE, 3 FEET NORTHWEST OF CURB.  THE
 JU3622'STATION IS MARKED BY A STANDARD TRAVERSE STATION DISK WHICH
 JU3622'IS SET IN A DRILL HOLE IN THE SIDEWALK AND THE DISK IS
 JU3622'STAMPED COOL D 1959.
 JU3622
 JU3622                          STATION RECOVERY (1984)
 JU3622
 JU3622'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (CT)
 JU3622'STATION NOT FOUND.  POSSIBLY DESTROYED BY SIDEWALK CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3621 ***********************************************************************
 JU3621  DESIGNATION -  COOL E
 JU3621  PID         -  JU3621
 JU3621  STATE/COUNTY-  DE/NEW CASTLE
 JU3621  COUNTRY     -  US
 JU3621  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3621
 JU3621                         *CURRENT SURVEY CONTROL
 JU3621  ______________________________________________________________________
 JU3621* NAD 83(1991) POSITION- 39 45 21.88405(N) 075 33 02.83459(W)   ADJUSTED
 JU3621* NAVD 88 ORTHO HEIGHT -    11.    (meters)       36.    (feet) SCALED
 JU3621  ______________________________________________________________________
 JU3621  GEOID HEIGHT    -        -32.901 (meters)                     GEOID18
 JU3621  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 JU3621  HORZ ORDER      -  SECOND
 JU3621
 JU3621.The horizontal coordinates were established by classical geodetic methods
 JU3621.and adjusted by the National Geodetic Survey in January 1992.
 JU3621
 JU3621.The orthometric height was scaled from a topographic map.
 JU3621
 JU3621.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3621.GEOID18 height accuracy estimate available here.
 JU3621
 JU3621.Click photographs - Photos may exist for this station.
 JU3621
 JU3621.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3621
 JU3621. The following values were computed from the NAD 83(1991) position.
 JU3621
 JU3621;                    North         East     Units Scale Factor Converg.
 JU3621;SPC DE       -   194,955.522   188,506.322   MT  0.99999663   -0 05 08.8
 JU3621;SPC DE       -   639,616.58    618,457.82   sFT  0.99999663   -0 05 08.8
 JU3621;UTM  18      - 4,400,829.968   452,817.961   MT  0.99962741   -0 21 08.1
 JU3621
 JU3621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3621!SPC DE       -   1.00000349  x   0.99999663  =   1.00000012
 JU3621!UTM  18      -   1.00000349  x   0.99962741  =   0.99963090
 JU3621
 JU3621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5281700829(NAD 83)
 JU3621
 JU3621                          SUPERSEDED SURVEY CONTROL
 JU3621
 JU3621  NAD 83(1986)-  39 45 21.87940(N)    075 33 02.84083(W) AD(       ) 2
 JU3621  NAD 27      -  39 45 21.46970(N)    075 33 04.11970(W) AD(       ) 2
 JU3621
 JU3621.Superseded values are not recommended for survey control.
 JU3621
 JU3621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3621.See file dsdata.pdf to determine how the superseded data were derived.
 JU3621
 JU3621_MARKER: DE = TRAVERSE STATION DISK
 JU3621_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU3621_SP_SET: SIDEWALK
 JU3621_STAMPING: COOL E 1959
 JU3621_MARK LOGO: CGS
 JU3621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3621
 JU3621  HISTORY     - Date     Condition        Report By
 JU3621  HISTORY     - 1959     MONUMENTED       CGS
 JU3621  HISTORY     - 1984     GOOD             LOCENG
 JU3621  HISTORY     - 19910718 GOOD             USPSQD
 JU3621  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU3621
 JU3621                          STATION DESCRIPTION
 JU3621
 JU3621'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU3621'STATION IS LOCATED IN THE CITY OF WILMINGTON IN BRANDYWINE
 JU3621'PARK.  STATION IS 121 FEET EAST NORTHEAST OF THE EAST END OF
 JU3621'THE BRIDGE OVER THE BRANDYWINE RIVER, 50 FEET WEST SOUTHWEST
 JU3621'OF RAILROAD TRACKS AND 14 FEET SOUTH SOUTHEAST OF THE
 JU3621'APPROXIMATE CENTER OF NORTH VAN BUREN STREET.  THE STATION IS
 JU3621'MARKED BY A STANDARD TRAVERSE STATION DISK WHICH IS CEMENTED
 JU3621'FLUSH IN A DRILL HOLE IN THE CONCRETE SIDEWALK AND THE DISK
 JU3621'IS STAMPED COOL E 1959.
 JU3621
 JU3621                          STATION RECOVERY (1984)
 JU3621
 JU3621'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (CT)
 JU3621'COOL E 1959 RECOVERED GOOD.
 JU3621
 JU3621                          STATION RECOVERY (1991)
 JU3621
 JU3621'RECOVERY NOTE BY US POWER SQUADRON 1991 (DLG)
 JU3621'RECOVERED IN GOOD CONDITION.
 JU3621
 JU3621                          STATION RECOVERY (2013)
 JU3621
 JU3621'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3621'BELIEVED TO BE DESTROYED IN CONSTRUCTION OF HANDICAP ACCESIBLE
 JU3621'SIDEWALKS AND SIDEWALK IS NOW BRICK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3611 ***********************************************************************
 JU3611  DESIGNATION -  COOL F
 JU3611  PID         -  JU3611
 JU3611  STATE/COUNTY-  DE/NEW CASTLE
 JU3611  COUNTRY     -  US
 JU3611  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3611
 JU3611                         *CURRENT SURVEY CONTROL
 JU3611  ______________________________________________________________________
 JU3611* NAD 83(1991) POSITION- 39 45 25.51069(N) 075 32 56.29120(W)   ADJUSTED
 JU3611* NAVD 88 ORTHO HEIGHT -    35.    (meters)      115.    (feet) SCALED
 JU3611  ______________________________________________________________________
 JU3611  GEOID HEIGHT    -        -32.901 (meters)                     GEOID18
 JU3611  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC18
 JU3611  HORZ ORDER      -  SECOND
 JU3611
 JU3611.The horizontal coordinates were established by classical geodetic methods
 JU3611.and adjusted by the National Geodetic Survey in January 1992.
 JU3611
 JU3611.The orthometric height was scaled from a topographic map.
 JU3611
 JU3611.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3611.GEOID18 height accuracy estimate available here.
 JU3611
 JU3611.Click photographs - Photos may exist for this station.
 JU3611
 JU3611.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3611
 JU3611. The following values were computed from the NAD 83(1991) position.
 JU3611
 JU3611;                    North         East     Units Scale Factor Converg.
 JU3611;SPC DE       -   195,067.141   188,662.250   MT  0.99999658   -0 05 04.6
 JU3611;SPC DE       -   639,982.78    618,969.40   sFT  0.99999658   -0 05 04.6
 JU3611;UTM  18      - 4,400,940.820   452,974.349   MT  0.99962722   -0 21 03.9
 JU3611
 JU3611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3611!SPC DE       -   0.99999972  x   0.99999658  =   0.99999630
 JU3611!UTM  18      -   0.99999972  x   0.99962722  =   0.99962694
 JU3611
 JU3611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5297400940(NAD 83)
 JU3611
 JU3611                          SUPERSEDED SURVEY CONTROL
 JU3611
 JU3611  NAD 83(1986)-  39 45 25.50601(N)    075 32 56.29732(W) AD(       ) 2
 JU3611  NAD 27      -  39 45 25.09630(N)    075 32 57.57620(W) AD(       ) 2
 JU3611
 JU3611.Superseded values are not recommended for survey control.
 JU3611
 JU3611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3611.See file dsdata.pdf to determine how the superseded data were derived.
 JU3611
 JU3611_MARKER: DE = TRAVERSE STATION DISK
 JU3611_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU3611_SP_SET: SIDEWALK
 JU3611_STAMPING: COOL F 1959
 JU3611_MARK LOGO: CGS
 JU3611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3611
 JU3611  HISTORY     - Date     Condition        Report By
 JU3611  HISTORY     - 1959     MONUMENTED       CGS
 JU3611  HISTORY     - 1984     GOOD             LOCENG
 JU3611  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 JU3611  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU3611
 JU3611                          STATION DESCRIPTION
 JU3611
 JU3611'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU3611'STATION IS LOCATED IN THE CITY OF WILMINGTON AND IN
 JU3611'BRANDYWINE PARK, WEST SOUTHWEST OF THE INTERSECTION OF NORTH
 JU3611'VAN BUREN STREET AND WEST 18TH STREET.  STATION IS 207 FEET
 JU3611'WEST SOUTHWEST OF THE APPROXIMATE CENTER OF INTERSECTION, 15 FEET
 JU3611'NORTH NORTHWEST OF THE APPROXIMATE CENTERLINE OF NORTH VAN BUREN
 JU3611'STREET, 13.5 FEET SOUTH OF A VERY LARGE TREE, 9 FEET NORTH OF A
 JU3611'CONCRETE LAMP POST AND 5 FEET WEST SOUTHWEST OF THE END OF
 JU3611'SIDEWALK.  THE STATION IS MARKED BY A STANDARD TRAVERSE
 JU3611'STATION DISK WHICH IS CEMENTED FLUSH IN A DRILL HOLE IN THE
 JU3611'CONCRETE SIDEWALK AND THE DISK IS STAMPED COOL F 1959.
 JU3611
 JU3611                          STATION RECOVERY (1984)
 JU3611
 JU3611'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (CT)
 JU3611'COOL F 1959 RECOVERED GOOD.
 JU3611
 JU3611                          STATION RECOVERY (1997)
 JU3611
 JU3611'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU3611'MARK NOT FOUND.
 JU3611
 JU3611                          STATION RECOVERY (2013)
 JU3611
 JU3611'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3611'BELIEVED TO BE DESTROYED IN CONSTRUCTION OF HANDICAP ACCESIBLE
 JU3611'SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3623 ***********************************************************************
 JU3623  DESIGNATION -  COOL G
 JU3623  PID         -  JU3623
 JU3623  STATE/COUNTY-  DE/NEW CASTLE
 JU3623  COUNTRY     -  US
 JU3623  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3623
 JU3623                         *CURRENT SURVEY CONTROL
 JU3623  ______________________________________________________________________
 JU3623* NAD 83(1991) POSITION- 39 45 27.27802(N) 075 32 55.00447(W)   ADJUSTED
 JU3623* NAVD 88 ORTHO HEIGHT -    35.    (meters)      115.    (feet) SCALED
 JU3623  ______________________________________________________________________
 JU3623  GEOID HEIGHT    -        -32.900 (meters)                     GEOID18
 JU3623  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 JU3623  HORZ ORDER      -  SECOND
 JU3623
 JU3623.The horizontal coordinates were established by classical geodetic methods
 JU3623.and adjusted by the National Geodetic Survey in January 1992.
 JU3623
 JU3623.The orthometric height was scaled from a topographic map.
 JU3623
 JU3623.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3623.GEOID18 height accuracy estimate available here.
 JU3623
 JU3623.Click photographs - Photos may exist for this station.
 JU3623
 JU3623.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3623
 JU3623. The following values were computed from the NAD 83(1991) position.
 JU3623
 JU3623;                    North         East     Units Scale Factor Converg.
 JU3623;SPC DE       -   195,121.603   188,692.960   MT  0.99999657   -0 05 03.8
 JU3623;SPC DE       -   640,161.46    619,070.15   sFT  0.99999657   -0 05 03.8
 JU3623;UTM  18      - 4,400,995.119   453,005.300   MT  0.99962719   -0 21 03.1
 JU3623
 JU3623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3623!SPC DE       -   0.99999972  x   0.99999657  =   0.99999629
 JU3623!UTM  18      -   0.99999972  x   0.99962719  =   0.99962691
 JU3623
 JU3623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5300500995(NAD 83)
 JU3623
 JU3623                          SUPERSEDED SURVEY CONTROL
 JU3623
 JU3623  NAD 83(1986)-  39 45 27.27346(N)    075 32 55.01049(W) AD(       ) 2
 JU3623  NAD 27      -  39 45 26.86370(N)    075 32 56.28950(W) AD(       ) 2
 JU3623
 JU3623.Superseded values are not recommended for survey control.
 JU3623
 JU3623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3623.See file dsdata.pdf to determine how the superseded data were derived.
 JU3623
 JU3623_MARKER: DE = TRAVERSE STATION DISK
 JU3623_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU3623_SP_SET: SIDEWALK
 JU3623_STAMPING: COOL G 1959
 JU3623_MARK LOGO: CGS
 JU3623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3623+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 JU3623
 JU3623  HISTORY     - Date     Condition        Report By
 JU3623  HISTORY     - 1959     MONUMENTED       CGS
 JU3623  HISTORY     - 1984     GOOD             LOCENG
 JU3623  HISTORY     - 19971018 GOOD             USPSQD
 JU3623  HISTORY     - 20060305 GOOD             USPSQD
 JU3623  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU3623
 JU3623                          STATION DESCRIPTION
 JU3623
 JU3623'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU3623'STATION IS LOCATED IN THE CITY OF WILMINGTON AT THE NORTHEAST
 JU3623'EDGE OF BRANDYWINE PARK AND AT THE INTERSECTION OF NORTH VAN
 JU3623'BUREN STREET AND WEST 18TH STREET.  STATION IS 41 FEET
 JU3623'NORTH NORTHWEST OF THE APPROXIMATE CENTER OF NORTH VAN BUREN
 JU3623'STREET, 23 FEET WEST SOUTHWEST OF THE APPROXIMATE CENTER OF
 JU3623'WEST 18TH STREET AND 7 FEET EAST NORTHEAST OF A LARGE
 JU3623'SYCAMORE TREE.  THE STATION IS MARKED BY A STANDARD TRAVERSE
 JU3623'STATION DISK WHICH IS CEMENTED FLUSH IN A DRILL HOLE IN THE
 JU3623'CONCRETE SIDEWALK AND THE DISK IS STAMPED COOL G 1959.
 JU3623
 JU3623                          STATION RECOVERY (1984)
 JU3623
 JU3623'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (CT)
 JU3623'COOL G 1959 RECOVERED GOOD.
 JU3623
 JU3623                          STATION RECOVERY (1997)
 JU3623
 JU3623'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU3623'RECOVERED IN GOOD CONDITION.
 JU3623
 JU3623                          STATION RECOVERY (2006)
 JU3623
 JU3623'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAL)
 JU3623'NEW SIDEWALDS WERE POURED IN 2005.
 JU3623
 JU3623                          STATION RECOVERY (2013)
 JU3623
 JU3623'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3623'BELIEVED TO BE DESTROYED IN CONSTRUCTION OF NEW SIDEWALKS IN 2005.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3606 ***********************************************************************
 JU3606  DESIGNATION -  COOL H
 JU3606  PID         -  JU3606
 JU3606  STATE/COUNTY-  DE/NEW CASTLE
 JU3606  COUNTRY     -  US
 JU3606  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3606
 JU3606                         *CURRENT SURVEY CONTROL
 JU3606  ______________________________________________________________________
 JU3606* NAD 83(1991) POSITION- 39 45 32.44001(N) 075 32 58.88320(W)   ADJUSTED
 JU3606* NAVD 88 ORTHO HEIGHT -    29.    (meters)       95.    (feet) SCALED
 JU3606  ______________________________________________________________________
 JU3606  GEOID HEIGHT    -        -32.897 (meters)                     GEOID18
 JU3606  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 JU3606  HORZ ORDER      -  SECOND
 JU3606
 JU3606.The horizontal coordinates were established by classical geodetic methods
 JU3606.and adjusted by the National Geodetic Survey in January 1992.
 JU3606
 JU3606.The orthometric height was scaled from a topographic map.
 JU3606
 JU3606.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3606.GEOID18 height accuracy estimate available here.
 JU3606
 JU3606.Click photographs - Photos may exist for this station.
 JU3606
 JU3606.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3606
 JU3606. The following values were computed from the NAD 83(1991) position.
 JU3606
 JU3606;                    North         East     Units Scale Factor Converg.
 JU3606;SPC DE       -   195,280.943   188,600.867   MT  0.99999660   -0 05 06.3
 JU3606;SPC DE       -   640,684.23    618,768.01   sFT  0.99999660   -0 05 06.3
 JU3606;UTM  18      - 4,401,154.826   452,913.983   MT  0.99962729   -0 21 05.6
 JU3606
 JU3606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3606!SPC DE       -   1.00000066  x   0.99999660  =   0.99999726
 JU3606!UTM  18      -   1.00000066  x   0.99962729  =   0.99962795
 JU3606
 JU3606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5291301154(NAD 83)
 JU3606
 JU3606                          SUPERSEDED SURVEY CONTROL
 JU3606
 JU3606  NAD 83(1986)-  39 45 32.43554(N)    075 32 58.88933(W) AD(       ) 2
 JU3606  NAD 27      -  39 45 32.02740(N)    075 33 00.16910(W) AD(       ) 2
 JU3606
 JU3606.Superseded values are not recommended for survey control.
 JU3606
 JU3606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3606.See file dsdata.pdf to determine how the superseded data were derived.
 JU3606
 JU3606_MARKER: DE = TRAVERSE STATION DISK
 JU3606_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU3606_SP_SET: SIDEWALK
 JU3606_STAMPING: COOL H 1959
 JU3606_MARK LOGO: CGS
 JU3606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3606_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3606+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 JU3606
 JU3606  HISTORY     - Date     Condition        Report By
 JU3606  HISTORY     - 1959     MONUMENTED       CGS
 JU3606  HISTORY     - 1984     GOOD             LOCENG
 JU3606  HISTORY     - 19971018 GOOD             USPSQD
 JU3606  HISTORY     - 20060305 GOOD             USPSQD
 JU3606  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU3606
 JU3606                          STATION DESCRIPTION
 JU3606
 JU3606'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU3606'STATION IS LOCATED IN THE CITY OF WILMINGTON AT THE
 JU3606'NORTHEAST EDGE OF BRANDYWINE PARK AND AT THE INTERSECTION OF
 JU3606'NORTH FRANKLIN STREET AND WEST 18TH STREET.  STATION IS 23
 JU3606'FEET SOUTH SOUTHEAST OF THE APPROXIMATE CENTER OF NORTH
 JU3606'FRANKLIN STREET, 23 FEET WEST SOUTHWEST OF THE APPROXIMATE
 JU3606'CENTER OF WEST 18TH STREET AND 10 FEET NORTH NORTHEAST OF A
 JU3606'2-1/2 FOOT SYCAMORE TREE.  THE STATION IS MARKED BY A
 JU3606'STANDARD TRAVERSE STATION DISK WHICH IS CEMENTED FLUSH IN A
 JU3606'DRILL HOLE IN THE CONCRETE SIDEWALK AND THE DISK IS STAMPED
 JU3606'COOL H 1959.
 JU3606
 JU3606                          STATION RECOVERY (1984)
 JU3606
 JU3606'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (CT)
 JU3606'COOL H 1959 RECOVERED GOOD.
 JU3606
 JU3606                          STATION RECOVERY (1997)
 JU3606
 JU3606'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU3606'RECOVERED IN GOOD CONDITION.
 JU3606
 JU3606                          STATION RECOVERY (2006)
 JU3606
 JU3606'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAL)
 JU3606'NEW SIDEWALDS WERE POURED IN 2005.
 JU3606
 JU3606                          STATION RECOVERY (2013)
 JU3606
 JU3606'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3606'BELIEVED TO BE DESTROYED IN CONSTRUCTION OF NEW SIDEWALKS IN 2005.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1437 ***********************************************************************
 JU1437  DESIGNATION -  COOL RM 1
 JU1437  PID         -  JU1437
 JU1437  STATE/COUNTY-  DE/NEW CASTLE
 JU1437  COUNTRY     -  US
 JU1437  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU1437
 JU1437                         *CURRENT SURVEY CONTROL
 JU1437  ______________________________________________________________________
 JU1437* NAD 83(1986) POSITION- 39 45 04.88   (N) 075 33 25.34   (W)   HD_HELD1
 JU1437* NAVD 88 ORTHO HEIGHT -    35.921 (meters)      117.85  (feet) ADJUSTED
 JU1437  ______________________________________________________________________
 JU1437  GEOID HEIGHT    -        -32.905 (meters)                     GEOID18
 JU1437  DYNAMIC HEIGHT  -         35.905 (meters)      117.80  (feet) COMP
 JU1437  MODELED GRAVITY -    980,174.9   (mgal)                       NAVD 88
 JU1437
 JU1437  VERT ORDER      -  SECOND    CLASS 0
 JU1437
 JU1437.The horizontal coordinates were determined by differentially corrected
 JU1437.hand held GPS observations or other comparable positioning techniques
 JU1437.and have an estimated accuracy of +/- 3 meters.
 JU1437
 JU1437.The orthometric height was determined by differential leveling and
 JU1437.adjusted by the NATIONAL GEODETIC SURVEY
 JU1437.in June 1991.
 JU1437
 JU1437.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1437.GEOID18 height accuracy estimate available here.
 JU1437
 JU1437.Click photographs - Photos may exist for this station.
 JU1437
 JU1437.The dynamic height is computed by dividing the NAVD 88
 JU1437.geopotential number by the normal gravity value computed on the
 JU1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1437.degrees latitude (g = 980.6199 gals.).
 JU1437
 JU1437.The modeled gravity was interpolated from observed gravity values.
 JU1437
 JU1437;                    North         East    Units  Estimated Accuracy
 JU1437;SPC DE       -   194,431.9     187,969.8     MT  (+/- 3 meters HH1 GPS) 
 JU1437
 JU1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5227900309(NAD 83)
 JU1437
 JU1437                          SUPERSEDED SURVEY CONTROL
 JU1437
 JU1437  NGVD 29 (11/26/84)   36.266  (m)          118.98   (f) ADJUSTED    2 0
 JU1437
 JU1437.Superseded values are not recommended for survey control.
 JU1437
 JU1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1437.See file dsdata.pdf to determine how the superseded data were derived.
 JU1437
 JU1437_MARKER: DR = REFERENCE MARK DISK
 JU1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1437_STAMPING: COOL NO 1 1958
 JU1437_MARK LOGO: CGS
 JU1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1437+STABILITY: SURFACE MOTION
 JU1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1437+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1437
 JU1437  HISTORY     - Date     Condition        Report By
 JU1437  HISTORY     - 1958     MONUMENTED       CGS
 JU1437  HISTORY     - 1959     GOOD             CGS
 JU1437  HISTORY     - 1981     GOOD             UDE
 JU1437  HISTORY     - 19900308 GOOD             NGS
 JU1437  HISTORY     - 20130711 GOOD             DELCOS
 JU1437
 JU1437                          STATION DESCRIPTION
 JU1437
 JU1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1437'AT WILMINGTON.
 JU1437'AT WILMINGTON, 75.9 FEET EAST OF TRIANGULATION STATION COOL,
 JU1437'DESCRIBED, 43 FEET SOUTHWEST OF SOUTHWEST CURB OF PARK PLACE, 66
 JU1437'FEET SOUTHEAST OF EXTENDED SOUTHEAST CURB LINE OF VAN BUREN
 JU1437'STREET, 1.9 FEET EAST OF EAST EDGE OF A CONCRETE WALK THRU PARK,
 JU1437'131 1/2 FEET NORTHEAST OF RM NO. 2, 97 FEET SOUTH AND ACROSS PARK
 JU1437'PLACE FROM A FIRE HYDRANT AND SET IN THE TOP OF A CONCRETE POST
 JU1437'FLUSH WITH GROUND.
 JU1437
 JU1437                          STATION RECOVERY (1981)
 JU1437
 JU1437'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1437'RECOVERED IN GOOD CONDITION.
 JU1437
 JU1437                          STATION RECOVERY (1990)
 JU1437
 JU1437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU1437'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTIN FOLLOWS.  AT WILMINGTON,
 JU1437'IN THE NORTHWEST CORNER OF COOL SPRINGS PARK, NEAR THE JUNCTION OF
 JU1437'VAN BUREN DRIVE AND PARK PLACE, 23.1 M (75.79 FT) EAST OF
 JU1437'TRIANGULATION STATION COOL, 22.1 M (72.51 FT) NORTHEAST OF A METAL
 JU1437'LIGHT STANDARD NUMBER 43591, 17.2 M (56.43 FT) SOUTH-SOUTHWEST OF
 JU1437'UTILITY POLE NUMBER 179A 48376 43602, 16.8 M (55.12 FT) SOUTHWEST OF
 JU1437'THE CENTER OF PARK PLACE, 5.6 M (18.37 FT) SOUTHEAST OF THE SOUTHEAST
 JU1437'EDGE OF A SIDEWALK THRU THE PARK, AND IN A CONCRETE MONUMENT THAT IS
 JU1437'FLUSH WITH THE GROUND SURFACE.
 JU1437
 JU1437                          STATION RECOVERY (2013)
 JU1437
 JU1437'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1437'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1435 ***********************************************************************
 JU1435  DESIGNATION -  COOL RM 2
 JU1435  PID         -  JU1435
 JU1435  STATE/COUNTY-  DE/NEW CASTLE
 JU1435  COUNTRY     -  US
 JU1435  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU1435
 JU1435                         *CURRENT SURVEY CONTROL
 JU1435  ______________________________________________________________________
 JU1435* NAD 83(1986) POSITION- 39 45 04.05   (N) 075 33 26.64   (W)   HD_HELD1
 JU1435* NAVD 88 ORTHO HEIGHT -    35.919 (meters)      117.84  (feet) ADJUSTED
 JU1435  ______________________________________________________________________
 JU1435  GEOID HEIGHT    -        -32.905 (meters)                     GEOID18
 JU1435  DYNAMIC HEIGHT  -         35.903 (meters)      117.79  (feet) COMP
 JU1435  MODELED GRAVITY -    980,174.9   (mgal)                       NAVD 88
 JU1435
 JU1435  VERT ORDER      -  SECOND    CLASS 0
 JU1435
 JU1435.The horizontal coordinates were determined by differentially corrected
 JU1435.hand held GPS observations or other comparable positioning techniques
 JU1435.and have an estimated accuracy of +/- 3 meters.
 JU1435
 JU1435.The orthometric height was determined by differential leveling and
 JU1435.adjusted by the NATIONAL GEODETIC SURVEY
 JU1435.in June 1991.
 JU1435
 JU1435.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1435.GEOID18 height accuracy estimate available here.
 JU1435
 JU1435.Click photographs - Photos may exist for this station.
 JU1435
 JU1435.The dynamic height is computed by dividing the NAVD 88
 JU1435.geopotential number by the normal gravity value computed on the
 JU1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1435.degrees latitude (g = 980.6199 gals.).
 JU1435
 JU1435.The modeled gravity was interpolated from observed gravity values.
 JU1435
 JU1435;                    North         East    Units  Estimated Accuracy
 JU1435;SPC DE       -   194,406.4     187,938.8     MT  (+/- 3 meters HH1 GPS) 
 JU1435
 JU1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5224800283(NAD 83)
 JU1435
 JU1435                          SUPERSEDED SURVEY CONTROL
 JU1435
 JU1435  NGVD 29 (11/26/84)   36.265  (m)          118.98   (f) ADJUSTED    2 0
 JU1435
 JU1435.Superseded values are not recommended for survey control.
 JU1435
 JU1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1435.See file dsdata.pdf to determine how the superseded data were derived.
 JU1435
 JU1435_MARKER: DR = REFERENCE MARK DISK
 JU1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1435_STAMPING: COOL NO 2 1958
 JU1435_MARK LOGO: CGS
 JU1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1435+STABILITY: SURFACE MOTION
 JU1435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1435+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1990
 JU1435
 JU1435  HISTORY     - Date     Condition        Report By
 JU1435  HISTORY     - 1958     MONUMENTED       CGS
 JU1435  HISTORY     - 1959     GOOD             CGS
 JU1435  HISTORY     - 1981     GOOD             UDE
 JU1435  HISTORY     - 19900308 GOOD             NGS
 JU1435  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU1435
 JU1435                          STATION DESCRIPTION
 JU1435
 JU1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1435'AT WILMINGTON.
 JU1435'AT WILMINGTON, 86.4 FEET SOUTH-SOUTHWEST OF TRIANGULATION STATION
 JU1435'COOL, DESCRIBED, 173 FEET SOUTHWEST OF SOUTHWEST CURB OF PARK
 JU1435'PLACE, 110 1/2 FEET NORTHWEST OF CENTER OF A CIRCULAR FOUNTAIN
 JU1435'IN PARK, 9 1/2 FEET WEST OF A 28-INCH SYCAMORE TREE, 131 1/2
 JU1435'FEET SOUTHWEST OF RM NO. 1, 15 FEET SOUTHEAST OF EXTENDED SOUTHEAST
 JU1435'CURB OF VAN BUREN STREET, AND SET IN THE TOP OF A CONCRETE POST
 JU1435'PROJECTING 1 INCH.
 JU1435
 JU1435                          STATION RECOVERY (1981)
 JU1435
 JU1435'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1435'RECOVERED IN GOOD CONDITION.
 JU1435
 JU1435                          STATION RECOVERY (1990)
 JU1435
 JU1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU1435'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  AT
 JU1435'WILMINGTON, IN THE NORTHWEST QUADRANT OF COOL SPRINGS PARK, NEAR THE
 JU1435'JUNCTION OF VAN BUREN DRIVE AND PARK PLACE, 26.4 M (86.61 FT)
 JU1435'NORTH-NORTHEAST OF METAL LIGHT STANDARD NUMBER 48366 43580, 26.3 M
 JU1435'(86.29 FT) SOUTH-SOUTHWEST OF TRIANGULATION STATION COOL, 24.7 M
 JU1435'(81.04 FT) NORTH-NORTHWEST OF THE OUTER 1 OF 2 FLAGSTONE FOOTWALLS
 JU1435'SURROUNDING A FOUNTAIN, 18.6 M (61.02 FT) SOUTHWEST OF METAL LIGHT
 JU1435'STATNDARD NUMBER 43591, AND IN A CONCRETE MONUMENT THAT IS RECESSED
 JU1435'0.02 M (0.07 FT) BELOW THE GROUND SURFACE.
 JU1435
 JU1435                          STATION RECOVERY (2013)
 JU1435
 JU1435'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1435'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1802 ***********************************************************************
 HU1802  DESIGNATION -  COOPER
 HU1802  PID         -  HU1802
 HU1802  STATE/COUNTY-  DE/SUSSEX
 HU1802  COUNTRY     -  US
 HU1802  USGS QUAD   -  SHARPTOWN (2016)
 HU1802
 HU1802                         *CURRENT SURVEY CONTROL
 HU1802  ______________________________________________________________________
 HU1802* NAD 83(1991) POSITION- 38 30 00.05394(N) 075 38 11.73549(W)   ADJUSTED
 HU1802* NAVD 88 ORTHO HEIGHT -    13.9   (meters)       46.    (feet) VERTCON3
 HU1802  ______________________________________________________________________
 HU1802  GEOID HEIGHT    -        -35.661 (meters)                     GEOID18
 HU1802  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 HU1802  HORZ ORDER      -  SECOND
 HU1802
 HU1802.The horizontal coordinates were established by classical geodetic methods
 HU1802.and adjusted by the National Geodetic Survey in January 1992.
 HU1802
 HU1802.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1802
 HU1802.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1802.GEOID18 height accuracy estimate available here.
 HU1802
 HU1802.Click photographs - Photos may exist for this station.
 HU1802
 HU1802.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1802
 HU1802. The following values were computed from the NAD 83(1991) position.
 HU1802
 HU1802;                    North         East     Units Scale Factor Converg.
 HU1802;SPC DE       -    55,524.914   180,815.290   MT  0.99999953   -0 08 12.9
 HU1802;SPC DE       -   182,167.99    593,224.83   sFT  0.99999953   -0 08 12.9
 HU1802;SPC MD       -    93,393.092   518,925.879   MT  0.99997123   +0 51 20.6
 HU1802;SPC MD       -   306,407.17  1,702,509.32   sFT  0.99997123   +0 51 20.6
 HU1802;UTM  18      - 4,261,487.062   444,490.179   MT  0.99963795   -0 23 46.7
 HU1802
 HU1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1802!SPC DE       -   1.00000342  x   0.99999953  =   1.00000295
 HU1802!SPC MD       -   1.00000342  x   0.99997123  =   0.99997465
 HU1802!UTM  18      -   1.00000342  x   0.99963795  =   0.99964137
 HU1802
 HU1802:                Primary Azimuth Mark                     Grid Az
 HU1802:SPC DE       -  COOPER AZ MK RESET                       149 05 45.8
 HU1802:SPC MD       -  COOPER AZ MK RESET                       148 06 12.3
 HU1802:UTM  18      -  COOPER AZ MK RESET                       149 21 19.6
 HU1802
 HU1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4449061487(NAD 83)
 HU1802
 HU1802|---------------------------------------------------------------------|
 HU1802| PID    Reference Object                     Distance      Geod. Az  |
 HU1802|                                                           dddmmss.s |
 HU1802| DC7960 COOPER RM 1                          52.822 METERS 00106     |
 HU1802| DC7963 COOPER RM 5                          45.598 METERS 01846     |
 HU1802| DC7961 COOPER RM 2 AZIMUTH                                0221341.6 |
 HU1802| HU1826 COOPER RM 4                           7.731 METERS 11343     |
 HU1802| HU1711 DELMAR STANDPIPE                    APPROX. 6.8 KM 1291809.4 |
 HU1802| DC7959 COOPER AZ MK RESET                                 1485732.9 |
 HU1802| DC7964 COOPER RM 6                          63.658 METERS 20325     |
 HU1802| DC7962 COOPER RM 3                          47.857 METERS 22536     |
 HU1802|---------------------------------------------------------------------|
 HU1802
 HU1802                          SUPERSEDED SURVEY CONTROL
 HU1802
 HU1802  NAD 83(1986)-  38 30 00.04815(N)    075 38 11.75718(W) AD(       ) 2
 HU1802  NAD 27      -  38 29 59.63200(N)    075 38 13.01000(W) AD(       ) 2
 HU1802  NGVD 29 (07/19/86)   14.1    (m)           46.     (f) VERT ANG       
 HU1802
 HU1802.Superseded values are not recommended for survey control.
 HU1802
 HU1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1802.See file dsdata.pdf to determine how the superseded data were derived.
 HU1802
 HU1802_MARKER: DS = TRIANGULATION STATION DISK
 HU1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1802_STAMPING: COOPER 1934
 HU1802_MARK LOGO: CGS
 HU1802_PROJECTION: RECESSED 10 CENTIMETERS
 HU1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1802+STABILITY: SURFACE MOTION
 HU1802
 HU1802  HISTORY     - Date     Condition        Report By
 HU1802  HISTORY     - 1934     MONUMENTED       CGS
 HU1802  HISTORY     - 1942     GOOD             CGS
 HU1802  HISTORY     - 1962     GOOD             CGS
 HU1802  HISTORY     - 1974     GOOD             NGS
 HU1802  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU1802
 HU1802                          STATION DESCRIPTION
 HU1802
 HU1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 HU1802'STATION IS ABOUT 5.5 MILES FROM DELMAR AND 5.8 MILES FROM
 HU1802'LAUREL, DEL. STATION IS THE PROPERTY OF MR. H.H. COOPER.  STATION
 HU1802'IS 14 INCHES BELOW THE SURFACE OF THE GROUND TO PERMIT TILLAGE,
 HU1802'50 FEET E OF THE CENTER LINE OF THE DIRT ROAD N FROM THE CHURCH,
 HU1802'AT A POINT OPPOSITE THE NE CORNER OF THE PINE WOODS AND OPPOSITE
 HU1802'TELEPHONE POLE NO.55.
 HU1802'
 HU1802'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 HU1802'DISK SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 HU1802'
 HU1802'REFERENCE MARK NO.3 IS 157.01 FEET SW OF THE STATION ON THE W
 HU1802'SIDE OF THE DIRT ROAD, 15 FEET W OF THE CENTER LINE, 4 FEET S
 HU1802'OF TELEPHONE POLE NO.56, 10 FEET S OF AN 18-INCH PINE.  MARK
 HU1802'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 HU1802'
 HU1802'REFERENCE MARK NO.1 IS 173.30 FEET N OF THE STATION, 15 FEET
 HU1802'W OF THE CENTER LINE OF THE ROAD, 4 FEET S OF TELEPHONE POLE
 HU1802'NO. 54.  MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 HU1802'
 HU1802'REFERENCE MARK NO.2, THE AZIMUTH MARK, IS 0.3 MILE N OF THE
 HU1802'STATION, 25 FEET N OF THE ROAD LEADING FROM MAIN DIRT ROAD TO
 HU1802'MR. COOPERS HOUSE, 45 FEET E OF THE CENTER LINE OF THE MAIN DIRT
 HU1802'ROAD, 60 FEET E OF RALPHS STORE, 5 FEET S OF A 10-INCH BLACK
 HU1802'WALNUT TREE.  THE MARK IS VISIBLE FROM THE GROUND AT THE
 HU1802'STATION AND PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 HU1802'
 HU1802'TO REACH THE STATION FROM DELMAR GO W ON THE ROAD WHICH
 HU1802'INTERSECTS HIGHWAY NO.13 WHICH TURNS N IN DELMAR, FOLLOW THIS
 HU1802'ROAD TO THE RAILROAD, CROSS THE RAILROAD AND CONTINUE 0.2 MILE
 HU1802'TO A ROAD FORK AND CURVE TAKE THE RIGHT FORK, CONCRETE ROAD,
 HU1802'AND FOLLOW THIS ROAD FOR 3 MILES TO A DIRT CROSS ROAD AT A
 HU1802'WHITE CHURCH WHICH IS IN THE SE ANGLE OF THE CROSSROADS.  TURN
 HU1802'RIGHT ON THIS DIRT ROAD AND FOLLOW THIS ROAD FOR 2.2 MILES TO
 HU1802'ST. MARKS EPISCOPAL CHURCH AND GRAVEYARD.  TURN RIGHT AT THE
 HU1802'CHURCH AND FOLLOW THE ROAD 0.1 MILE TO THE STATION SITE.
 HU1802'
 HU1802'A 103-FOOT TOWER WILL CLEAR ALL LINES AT THIS STATION.
 HU1802'
 HU1802'THERE ARE NO PROMINENT OBJECTS VISIBLE FROM THE GROUND AT THIS
 HU1802'STATION.
 HU1802
 HU1802                          STATION RECOVERY (1942)
 HU1802
 HU1802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HU1802'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE
 HU1802'ORIGINAL DESCRIPTION--
 HU1802'
 HU1802'(1) THE AZIMUTH MARK IS 16 FEET N OF ROAD LEADING FROM A
 HU1802'MAIN DIRT ROAD, NOT 25 FEET.
 HU1802'
 HU1802'(2) REFERENCE MARK NO.2 IS 42 FEET E OF THE CENTER LINE OF
 HU1802'THE MAIN DIRT ROAD, NOT 45 FEET.
 HU1802'
 HU1802'THE STATION IS LOCATED ABOUT 5.5 MILES FROM DELMAR AND 5.8
 HU1802'MILES FROM LAUREL, DELAWARE, ON THE PROPERTY OF MR. H.H. COOPER,
 HU1802'46.9 FEET E OF THE CENTER LINE OF A DIRT ROAD, AND 68.8 FEET FROM
 HU1802'THE NE CORNER OF A PINE WOODS AT TELEPHONE POLE NO.55.  THE
 HU1802'STATION IS MARKED BY A BRONZE DISK, STAMPED COOPER 1934, SET IN
 HU1802'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, WHICH IS 14
 HU1802'INCHES BELOW THE GROUND.  THE STATION IS IN GOOD CONDITION.
 HU1802'
 HU1802'REFERENCE MARK NO.1 IS LOCATED 173.30 FEET N OF THE STATION, 15
 HU1802'FEET W OF THE CENTER LINE OF THE ROAD, AND 4 FEET S OF TELEPHONE
 HU1802'POLE NO.54.  THE MARK IS A BRONZE DISK, WITH THE ARROW POINTING
 HU1802'TOWARD THE STATION, STAMPED COOPER 1934 NO.1, SET IN THE TOP OF
 HU1802'A 12-INCH SQUARE CONCRETE MONUMENT, WHICH EXTENDS 6 INCHES ABOVE
 HU1802'THE GROUND.  THE MARK IS IN GOOD CONDITION.
 HU1802'
 HU1802'REFERENCE MARK NO.2 (AZIMUTH MARK) IS LOCATED 0.3 MILE N OF
 HU1802'THE STATION, 16 FEET N OF THE ROAD LEADING FROM THE MAIN DIRT
 HU1802'ROAD TO A TWO-STORY WHITE HOUSE, 42 FEET E OF THE CENTER LINE
 HU1802'OF THE MAIN DIRT ROAD, AND 60 FEET E OF AN ABANDONED STORE.  THE
 HU1802'MARK IS A BRONZE DISK, WITH THE ARROW POINTING TOWARD THE
 HU1802'STATION, STAMPED COOPER 1934 NO.2, SET IN THE TOP OF A 12-INCH
 HU1802'SQUARE CONCRETE MONUMENT, WHICH EXTENDS 3 INCHES ABOVE THE
 HU1802'GROUND.  THE MARK IS IN GOOD CONDITION.
 HU1802'
 HU1802'REFERENCE MARK NO.3 IS LOCATED 157.01 FEET SW OF THE STATION
 HU1802'ON THE W SIDE OF THE DIRT ROAD, 15 FEET W OF THE CENTER LINE,
 HU1802'10 FEET S OF TELEPHONE POLE NO.56, AND 10 FEET S OF A 20-INCH
 HU1802'PINE STUMP.  THE MARK IS A BRONZE DISK, WITH THE ARROW POINTING
 HU1802'TOWARD THE STATION, STAMPED COOPER 1934 NO.3, SET IN THE TOP OF
 HU1802'A 12-INCH SQUARE CONCRETE MONUMENT, WHICH EXTENDS 3 INCHES
 HU1802'ABOVE THE GROUND.  THE MARK IS IN GOOD CONDITION.
 HU1802'
 HU1802'TO REACH THE STATION FROM DELMAR, GO W ON THE ROAD WHICH
 HU1802'INTERSECTS HIGHWAY 13 WHICH TURNS N IN DELMAR, FOLLOW THIS ROAD
 HU1802'TO THE RAILROAD, CROSS THE RAILROAD AND CONTINUE 0.2 MILE TO A
 HU1802'ROAD FORKS AND CURVE TAKE THE RIGHT FORK, CONCRETE ROAD, AND
 HU1802'FOLLOW THIS ROAD FOR 3 MILES TO A DIRT CROSS ROAD AT A WHITE
 HU1802'CHURCH WHICH IS IN THE SE ANGLE OF THE CROSSROADS, TURN RIGHT
 HU1802'ON THIS DIRT ROAD AND FOLLOW THIS ROAD FOR 2.2 MILES TO ST.
 HU1802'MARKS EPISCOPAL CHURCH AND GRAVEYARD.  TURN RIGHT AT THE CHURCH
 HU1802'AND FOLLOW THE ROAD 0.1 MILE TO THE STATION SITE.
 HU1802
 HU1802                          STATION RECOVERY (1962)
 HU1802
 HU1802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1802'THE STATION WAS RECOVERED BUT FOUND TO BE LEANING.  IT WAS RESET
 HU1802'BY HOLDING THE SUBSURFACE MARK.  IT IS NOW ABOUT 18 INCHES
 HU1802'BELOW THE GROUND SURFACE AND SET IN TOP OF A LARGE CONCRETE
 HU1802'CYLINDER DESCRIBED BY NOTE 1B-7A AND STAMPED COOPER 1934.  IT
 HU1802'IS LOCATED 74.3 FEET EAST OF THE APPROXIMATE CENTER OF THE
 HU1802'MACADAM ROAD, 98.4 FEET NORTHEAST OF A POWERLINE POLE, 107.0
 HU1802'FEET EAST OF A POWERLINE POLE NUMBER 55, 210.0 FEET SOUTHEAST
 HU1802'OF A POWERLINE POLE NUMBER D.E.C.-ST2-75-10 AND 40.0 FEET EAST
 HU1802'OF A DRAINAGE DITCH.
 HU1802'
 HU1802'REFERENCE MARKS 1, 2, AND 3 (AZIMUTH MARK) WAS DESTROYED DUE
 HU1802'TO HIGHWAY CONSTRUCTION.
 HU1802'
 HU1802'AN OBSERVATION TOWER CAN NOT BE ERECTED OVER STATION COOPER
 HU1802'1934 DUE TO A POWERLINE CONSTRUCTED OVER STATION MARK.  REFERENCE
 HU1802'MARK NUMBER 4 WAS ESTABLISHED AND OBSERVED FROM.
 HU1802'
 HU1802'THE STATION TO REACH DESCRIPTION WAS ADEQUATE.  A TRAVERSE
 HU1802'MEASUREMENT WAS MADE TO STATION COOPER R.M. NO 4 1962, DISTANCE
 HU1802'BEING 25.365 FEET AND 7.7314 METERS.
 HU1802
 HU1802                          STATION RECOVERY (1974)
 HU1802
 HU1802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU1802'THE STATION MARK, REFERENCE MARKS 4,5,6 AND THE AZIMUTH MARK WERE
 HU1802'RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN 1962.
 HU1802'
 HU1802'FOR ADDITIONAL INFORMATION SEE DESCRIPTION COOPER 1934 RM 4.
 HU1802'
 HU1802'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1802'4.5 MILES NORTHWEST OF DELMAR.
 HU1802
 HU1802                          STATION RECOVERY (2013)
 HU1802
 HU1802'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU1802'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1826 ***********************************************************************
 HU1826  DESIGNATION -  COOPER RM 4
 HU1826  PID         -  HU1826
 HU1826  STATE/COUNTY-  DE/SUSSEX
 HU1826  COUNTRY     -  US
 HU1826  USGS QUAD   -  SHARPTOWN (2016)
 HU1826
 HU1826                         *CURRENT SURVEY CONTROL
 HU1826  ______________________________________________________________________
 HU1826* NAD 83(1991) POSITION- 38 29 59.95307(N) 075 38 11.44340(W)   ADJUSTED
 HU1826* NAVD 88 ORTHO HEIGHT -    13.9   (meters)       46.    (feet) VERTCON3
 HU1826  ______________________________________________________________________
 HU1826  GEOID HEIGHT    -        -35.661 (meters)                     GEOID18
 HU1826  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 HU1826  HORZ ORDER      -  SECOND
 HU1826
 HU1826.The horizontal coordinates were established by classical geodetic methods
 HU1826.and adjusted by the National Geodetic Survey in January 1992.
 HU1826
 HU1826.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1826
 HU1826.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1826.GEOID18 height accuracy estimate available here.
 HU1826
 HU1826.Click photographs - Photos may exist for this station.
 HU1826
 HU1826.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1826
 HU1826. The following values were computed from the NAD 83(1991) position.
 HU1826
 HU1826;                    North         East     Units Scale Factor Converg.
 HU1826;SPC DE       -    55,521.787   180,822.360   MT  0.99999953   -0 08 12.7
 HU1826;SPC DE       -   182,157.73    593,248.03   sFT  0.99999953   -0 08 12.7
 HU1826;SPC MD       -    93,390.088   518,933.003   MT  0.99997123   +0 51 20.8
 HU1826;SPC MD       -   306,397.31  1,702,532.69   sFT  0.99997123   +0 51 20.8
 HU1826;UTM  18      - 4,261,483.904   444,497.233   MT  0.99963794   -0 23 46.5
 HU1826
 HU1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1826!SPC DE       -   1.00000342  x   0.99999953  =   1.00000295
 HU1826!SPC MD       -   1.00000342  x   0.99997123  =   0.99997465
 HU1826!UTM  18      -   1.00000342  x   0.99963794  =   0.99964136
 HU1826
 HU1826:                Primary Azimuth Mark                     Grid Az
 HU1826:SPC DE       -  COOPER AZ MK RESET                       149 37 15.4
 HU1826:SPC MD       -  COOPER AZ MK RESET                       148 37 41.9
 HU1826:UTM  18      -  COOPER AZ MK RESET                       149 52 49.2
 HU1826
 HU1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4449761483(NAD 83)
 HU1826
 HU1826|---------------------------------------------------------------------|
 HU1826| PID    Reference Object                     Distance      Geod. Az  |
 HU1826|                                                           dddmmss.s |
 HU1826| DC7963 COOPER RM 5                          46.836 METERS 00920     |
 HU1826| DC7959 COOPER AZ MK RESET                                 1492902.7 |
 HU1826| DC7964 COOPER RM 6                          64.039 METERS 21023     |
 HU1826| HU1825 MD DEL CORNER RM 4                  APPROX. 6.7 KM 2282725.2 |
 HU1826| HU1802 COOPER                                7.731 METERS 29343     |
 HU1826|---------------------------------------------------------------------|
 HU1826
 HU1826                          SUPERSEDED SURVEY CONTROL
 HU1826
 HU1826  NAD 83(1986)-  38 29 59.94722(N)    075 38 11.46495(W) AD(       ) 2
 HU1826  NAD 27      -  38 29 59.53150(N)    075 38 12.71760(W) AD(       ) 2
 HU1826  NGVD 29 (07/19/86)   14.1    (m)           46.     (f) VERT ANG       
 HU1826
 HU1826.Superseded values are not recommended for survey control.
 HU1826
 HU1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1826.See file dsdata.pdf to determine how the superseded data were derived.
 HU1826
 HU1826_MARKER: DR = REFERENCE MARK DISK
 HU1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1826_STAMPING: COOPER NO 4 1962
 HU1826_MARK LOGO: CGS
 HU1826_PROJECTION: RECESSED 46 CENTIMETERS
 HU1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1826+STABILITY: SURFACE MOTION
 HU1826
 HU1826  HISTORY     - Date     Condition        Report By
 HU1826  HISTORY     - 1962     MONUMENTED       CGS
 HU1826  HISTORY     - 1974     GOOD             NGS
 HU1826  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU1826
 HU1826                          STATION DESCRIPTION
 HU1826
 HU1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1826'THE STATION IS LOCATED IN THE WEST EDGE OF A CULTIVATED FIELD,
 HU1826'4-3/4 MILES NORTHWEST OF DELMAR, DELAWARE, 5.0 MILES SOUTHEAST
 HU1826'OF SHARPTOWN, MARYLAND, 5-1/2 MILES SOUTHWEST OF LAUREL,
 HU1826'DELAWARE AND ON PROPERTY OWNED BY MR. H.H. COOPER.
 HU1826'
 HU1826'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 13
 HU1826'(ALTERNATE) AND STATE HIGHWAY 24, GO SOUTHERLY ON STATE
 HU1826'HIGHWAY 24 FOR 1.9 MILES TO A Y-FORK, KEEP THE LEFT FORK AND
 HU1826'CONTINUE SOUTH ON THE MACADAM ROAD FOR 1.2 MILES TO A FORK
 HU1826'AND A CHURCH, KEEP THE RIGHT FOR AND CONTINUE SOUTH ON THE
 HU1826'MACADAM ROAD FOR 2.2 MILES TO THE STATION ON THE LEFT, 0.1
 HU1826'MILE BEFORE REACHING A CHURCH AND CEMETERY ON THE LEFT.
 HU1826'
 HU1826'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 HU1826'COOPER NO 4 1962, SET IN TOP OF A SQUARE CONCRETE MONUMENT
 HU1826'WHICH IS ABOUT 18 INCHES BELOW THE GROUND SURFACE.  A
 HU1826'SUBSURFACE DISK WAS SET PLUMB THE SURFACE DISK IN A 6-INCH
 HU1826'CONCRETE CYLINDER ABOUT 40 INCHES BELOW THE GROUND SURFACE
 HU1826'AND STAMPED COOPER NO 4 1962.  THE STATION IS LOCATED 74.3
 HU1826'FEET EAST OF THE APPROXIMATE CENTER OF THE MACADAM ROAD, 40.0
 HU1826'FEET EAST OF A DRAINAGE DITCH, 98.4 FEET NORTH OF A POWERLINE
 HU1826'POLE, 107.0 FEET EAST OF A POWERLINE POLE NUMBER 55 AND 210.0
 HU1826'FEET SOUTHEAST OF A POWERLINE POLE NUMBER DEC-ST2-75-10.
 HU1826'
 HU1826'REFERENCE MARK 5 IS A STANDARD DISK STAMPED COOPER NO 5 1934,
 HU1826'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HU1826'ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 1.0 FOOT
 HU1826'SOUTHWEST OF A POWERLINE POLE, 6.0 FEET EAST OF A DRAINAGE
 HU1826'DITCH AND 44.0 FEET EAST OF THE APPROXIMATE CENTER OF THE
 HU1826'MACADAM ROAD.
 HU1826'
 HU1826'REFERENCE MARK 6 IS A STANDARD DISK STAMPED COOPER NO 6
 HU1826'1934, SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 HU1826'14 INCHES BELOW THE GROUND SURFACE.  IT IS 1.0 FOOT EAST OF
 HU1826'A POWERLINE POLE NUMBER DEC-ST2-75-10, 6.0 FEET EAST OF A
 HU1826'DRAINAGE DITCH AND 44.0 FEET EAST OF THE APPROXIMATE CENTER
 HU1826'OF THE MACADAM ROAD.
 HU1826'
 HU1826'COOPER 1934 IS A STANDARD DISK STAMPED COOPER 1934, SET IN
 HU1826'TOP OF A LARGE CONCRETE CYLINDER WHICH IS ABOUT 18 INCHES
 HU1826'BELOW THE GROUND SURFACE.  IT IS
 HU1826'49.0 FEET EAST OF THE APPROXIMATE CENTER OF THE MACADAM ROAD,
 HU1826'81.8 FEET EAST OF A POWERLINE POLE NUMBER 55 AND 148.7 FEET
 HU1826'SOUTH OF A POWERLINE POLE WITH WIRE BRACES ON EACH SIDE.
 HU1826'
 HU1826'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 HU1826'MACADAM ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 HU1826'GO EAST ON THE MACADAM ROAD FOR 0.3 MILE TO THE AZIMUTH MARK
 HU1826'ON THE LEFT AS DESCRIBED.
 HU1826'
 HU1826'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COOPER 1934
 HU1826'RESET 1962, SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH
 HU1826'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 1.0 FOOT
 HU1826'NORTH OF A STANDARD METAL WITNESS POST AND MARKER, 1.5 FEET
 HU1826'NORTH OF A POWERLINE POLE NUMBER DEC-ST2-75-11-4 AND 26.0 FEET
 HU1826'NORTH OF THE APPROXIMATE CENTER OF THE MACADAM ROAD.
 HU1826'
 HU1826'HEIGHT OF LIGHT ABOVE STATION MARK 30.56 METERS.
 HU1826
 HU1826                          STATION RECOVERY (1974)
 HU1826
 HU1826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU1826'THE STATION MARK, COOPER 1934, AZIMUTH MARK, REFERENCE MARKS
 HU1826'5 AND 6 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 HU1826'DISTANCE TO ALL MARKS WERE FOUND ADEQUATE TO THE 1962
 HU1826'DATE.  THE HORIZONTAL DIRECTIONS TO THE REFERENCE MARKS WERE
 HU1826'FOUND ADEQUATE.  THE HORIZONTAL DIRECTIONS TO STATION COOPER
 HU1826'1934 WAS FOUND IN ERROR BY 1 MINUTE AND 26.2 SECONDS.  A
 HU1826'COMPLETE NEW DESCRIPTION FOLLOWS.
 HU1826'
 HU1826'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTHWEST OF LAUREL,
 HU1826'DELAWARE, 4.5 MILES NORTHWEST OF DELMAR, DELAWARE AND ON LAND
 HU1826'OWNED BY MR. EDGAR L. WARRINGTON, ROUTE 3, LAUREL, DELAWARE.
 HU1826'
 HU1826'TO REACH THE STATION FROM THE RAILROAD CROSSING AND STATE
 HU1826'ROAD 54 IN DELMAR, GO WEST ON STATE ROAD 54 FOR 4.0 MILES
 HU1826'TO A PAVED CROSSROAD.  TURN RIGHT AND GO NORTHEAST ON THE
 HU1826'PAVED ROAD FOR 2.15 MILES TO A PAVED SIDE ROAD RIGHT AND A
 HU1826'CHURCH ON THE RIGHT.  (TURN RIGHT AND GO SOUTHEAST ON THE
 HU1826'PAVED ROAD FOR 0.25 MILE TO A DRIVEWAY LEADING TO
 HU1826'MR. WARRINGTON RESIDENCE AND THE AZIMUTH MARK.) FROM THE
 HU1826'CHURCH GO NORTHEAST ON A FIELD ROAD FOR 0.1 TO THE STATION.
 HU1826'
 HU1826'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED
 HU1826'COOPER NO 4 1934.  THE SURFACE DISK IS SET IN THE TOP OF A
 HU1826'12 INCH SQUARE CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE
 HU1826'GROUND SURFACE.  IT IS 210 FEET NORTHEAST OF POWERLINE POLE
 HU1826'NUMBER ST2-75-10, 153 FEET SOUTH OF POWERLINE POLE NUMBER
 HU1826'DEC ST2-75-9, 74 FEET EAST OF THE CENTER OF A PAVED ROAD AND
 HU1826'40 FEET EAST OF A DRAINAGE DITCH.  THE UNDERGROUND DISK IS SET
 HU1826'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW
 HU1826'THE GROUND SURFACE.
 HU1826'
 HU1826'COOPER STATION MARKS ARE STANDARD DISKS STAMPED COOPER 1934.  THE
 HU1826'SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 HU1826'MONUMENT THAT IS 6 INCHES BELOW THE GROUND SURFACE.  IT IS 200
 HU1826'FEET NORTHEAST OF POWERLINE POLE NUMBER ST2-75-10, 150 FEET
 HU1826'SOUTH OF POWERLINE POLE NUMBER DEC ST2-75-9 AND 49 FEET EAST
 HU1826'OF THE CENTER OF THE PAVED ROAD.  THE UNDERGROUND DISK IS SET
 HU1826'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 HU1826'THE GROUND SURFACE.
 HU1826'
 HU1826'REFERENCE MARK 5, A STANDARD DISK STAMPED COOPER NO 5 1934,
 HU1826'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 HU1826'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 HU1826'
 HU1826'IT IS 44 FEET EAST OF THE CENTER OF THE PAVED ROAD, 6 FEET
 HU1826'EAST OF THE DRAINAGE DITCH AND 1 FOOT SOUTHWEST OF POWERLINE
 HU1826'POLE NUMBER DEC ST2-75-9.
 HU1826'
 HU1826'REFERENCE MARK 6, A STANDARD DISK STAMPED COOPER NO 6 1934,
 HU1826'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 HU1826'IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS 44 FEET
 HU1826'SOUTHEAST OF THE CENTER OF THE PAVED ROAD, 6 FEET
 HU1826'EAST-SOUTHEAST OF THE DRAINAGE DITCH AND 1 FOOT EAST-SOUTHEAST
 HU1826'OF POWERLINE POLE NUMBER ST2-75-10.
 HU1826'
 HU1826'AZIMUTH MARK, A STANDARD DISK STAMPED COOPER 1934 RESET 1962,
 HU1826'IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 HU1826'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 35 FEET
 HU1826'SOUTH OF THE CENTER OF THE DRIVEWAY LEADING TO MR. WARRINGTON
 HU1826'HOUSE, 27 FEET EAST-SOUTHEAST OF THE CENTER OF THE PAVED
 HU1826'ROAD, 1 FOOT NORTH OF POWERLINE POLE NUMBER ST2-75-11-4 AND
 HU1826'1 FOOT NORTH OF A METAL WITNESS POST.
 HU1826'
 HU1826'HEIGHT OF LIGHT ABOVE STATION MARK 100.3 FEET.
 HU1826'
 HU1826'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1826'4.5 MILES NORTHWEST OF DELMAR.
 HU1826
 HU1826                          STATION RECOVERY (2013)
 HU1826
 HU1826'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU1826'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1376 ***********************************************************************
 HU1376  DESIGNATION -  COTTON PATCH
 HU1376  PID         -  HU1376
 HU1376  STATE/COUNTY-  DE/SUSSEX
 HU1376  COUNTRY     -  US
 HU1376  USGS QUAD   -  BETHANY BEACH (2016)
 HU1376
 HU1376                         *CURRENT SURVEY CONTROL
 HU1376  ______________________________________________________________________
 HU1376* NAD 83(1991) POSITION- 38 34 47.17027(N) 075 03 32.56357(W)   ADJUSTED
 HU1376* NAVD 88 ORTHO HEIGHT -     8.    (meters)       26.    (feet) SCALED
 HU1376  ______________________________________________________________________
 HU1376  GEOID HEIGHT    -        -35.758 (meters)                     GEOID18
 HU1376  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 HU1376  HORZ ORDER      -  SECOND
 HU1376
 HU1376.The horizontal coordinates were established by classical geodetic methods
 HU1376.and adjusted by the National Geodetic Survey in January 1992.
 HU1376
 HU1376.The orthometric height was scaled from a topographic map.
 HU1376
 HU1376.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1376.GEOID18 height accuracy estimate available here.
 HU1376
 HU1376.Click photographs - Photos may exist for this station.
 HU1376
 HU1376.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1376
 HU1376. The following values were computed from the NAD 83(1991) position.
 HU1376
 HU1376;                    North         East     Units Scale Factor Converg.
 HU1376;SPC DE       -    64,415.884   231,161.743   MT  1.00000695   +0 13 22.9
 HU1376;SPC DE       -   211,337.78    758,403.15   sFT  1.00000695   +0 13 22.9
 HU1376;UTM  18      - 4,270,146.490   494,857.047   MT  0.99960033   -0 02 12.6
 HU1376
 HU1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1376!SPC DE       -   1.00000439  x   1.00000695  =   1.00001134
 HU1376!UTM  18      -   1.00000439  x   0.99960033  =   0.99960472
 HU1376
 HU1376:                Primary Azimuth Mark                     Grid Az
 HU1376:SPC DE       -  COTTON PATCH RM 4 AZIMUTH                334 17 51.4
 HU1376:UTM  18      -  COTTON PATCH RM 4 AZIMUTH                334 33 26.9
 HU1376
 HU1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9485770146(NAD 83)
 HU1376
 HU1376|---------------------------------------------------------------------|
 HU1376| PID    Reference Object                     Distance      Geod. Az  |
 HU1376|                                                           dddmmss.s |
 HU1376| DC7965 COTTON PATCH RM 1                    27.066 METERS 03636     |
 HU1376| DC7966 COTTON PATCH RM 2                    21.336 METERS 17010     |
 HU1376| DC7967 COTTON PATCH RM 3                    83.473 METERS 33016     |
 HU1376| DC7968 COTTON PATCH RM 4 AZIMUTH                          3343114.3 |
 HU1376|---------------------------------------------------------------------|
 HU1376
 HU1376                          SUPERSEDED SURVEY CONTROL
 HU1376
 HU1376  NAD 83(1986)-  38 34 47.15305(N)    075 03 32.58031(W) AD(       ) 2
 HU1376  NAD 27      -  38 34 46.74500(N)    075 03 33.92600(W) AD(       ) 2
 HU1376  USSD        -  38 34 47.10000(N)    075 03 33.71200(W) AD(       ) 3
 HU1376
 HU1376.Superseded values are not recommended for survey control.
 HU1376
 HU1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1376.See file dsdata.pdf to determine how the superseded data were derived.
 HU1376
 HU1376_MARKER: DS = TRIANGULATION STATION DISK
 HU1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1376_STAMPING: COTTON PATCH 1909 1932
 HU1376_MARK LOGO: CGS
 HU1376_PROJECTION: PROJECTING 30 CENTIMETERS
 HU1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1376+STABILITY: SURFACE MOTION
 HU1376
 HU1376  HISTORY     - Date     Condition        Report By
 HU1376  HISTORY     - 1909     MONUMENTED       CGS
 HU1376  HISTORY     - 1920     GOOD             CGS
 HU1376  HISTORY     - 1920     MARK NOT FOUND   CGS
 HU1376  HISTORY     - 1932     GOOD             CGS
 HU1376  HISTORY     - 1932     GOOD             CGS
 HU1376  HISTORY     - 1934     GOOD             CGS
 HU1376  HISTORY     - 1942     GOOD             CGS
 HU1376  HISTORY     - 1943     GOOD             CGS
 HU1376  HISTORY     - 1958     SEE DESCRIPTION  CGS
 HU1376  HISTORY     - 1958     SEE DESCRIPTION  CGS
 HU1376  HISTORY     - 1958     SEE DESCRIPTION  CGS
 HU1376  HISTORY     - 1961     MARK NOT FOUND   CGS
 HU1376
 HU1376                          STATION DESCRIPTION
 HU1376
 HU1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (ES)
 HU1376'THIS STATION IS ON A SAND HILL ABOUT HALFWAY BETWEEN INDIAN
 HU1376'RIVER INLET AND BETHANY BEACH.  THE STATION IS ON THE HIGHEST
 HU1376'PART OF THE HIGH HILL AND CANNOT FAIL TO BE FOUND SO LONG AS
 HU1376'THE HILL REMAINS.  ON THE OCEAN SIDE THE HILL IS MORE OF A
 HU1376'BLUFF AND ON THE LAND SIDE IT IS COVERED WITH WILD PLUM
 HU1376'BUSHES THAT REACH TO THE TOP.  JUST A FEW METERS NE OF THE
 HU1376'HILL IS A LIFE SAVING BOATHOUSE.
 HU1376'
 HU1376'IT IS MARKED WITH A COPPER TRIANGULATION-STATION MARK SET IN
 HU1376'CEMENT 3 FEET BELOW SURFACE AND ABOVE THIS A CEMENT BLOCK IN
 HU1376'WHICH IS SET 1-INCH GALVANIZED-PIPE 18 INCHES LONG, IN WHICH
 HU1376'IS FASTENED A COPPER TRIANGULATION-STATION MARK.  THIS HILL
 HU1376'IS 40 TO 50 FEET HIGH.
 HU1376
 HU1376                          STATION RECOVERY (1920)
 HU1376
 HU1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920 (OWF)
 HU1376'RECOVERED O.K.  WIND THREATENING TO EXCAVATE IT OUT, HAD IT
 HU1376'FILLED IN.
 HU1376
 HU1376                          STATION RECOVERY (1920)
 HU1376
 HU1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920 (HAS)
 HU1376'SITE OF STATION NOT VISITED.  SIGNAL STANDING WHICH WAS
 HU1376'ERECTED OVER THIS STATION IN 1919.  USED AS A HYDROGRAPHIC
 HU1376'SIGNAL.
 HU1376
 HU1376                          STATION RECOVERY (1932)
 HU1376
 HU1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (ERM)
 HU1376'STATION RECOVERED APPARENTLY IN ORIGINAL POSITION.  THE
 HU1376'REFERENCE CONCRETE POST, WHICH WAS SET SOMETIME AFTER THE
 HU1376'STATION WAS ESTABLISHED HAS FALLEN DOWN THE HILL AND THE
 HU1376'STATION MARK ITSELF IS IN SERIOUS DANGER OF COLLAPSE, BECAUSE
 HU1376'THE SAND HAS BEEN BLOWN AWAY FROM IT.
 HU1376
 HU1376                          STATION RECOVERY (1932)
 HU1376
 HU1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 HU1376'LOCATED ON A SAND HILL ON THE SHORE ABOUT 2.9 MILES N OF
 HU1376'BETHANY BEACH, DELAWARE.  BETWEEN THE ROAD AND BEACH.  ABOUT
 HU1376'100 YARDS SW OF A COAST GUARD BOATHOUSE.  ON THE HIGHEST PART
 HU1376'OF THE HILL.
 HU1376'
 HU1376'A NEW SURFACE AND THREE NEW REFERENCE MARKS WERE SET.
 HU1376'
 HU1376'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 HU1376'CONCRETE.
 HU1376'
 HU1376'REFERENCE MARK NO.1 IS A NEW MARK SET AT THE FOOT OF THE
 HU1376'HILL, NE OF THE STATION.
 HU1376'
 HU1376'REFERENCE MARK NO.2 IS AN OLD MARK SET S OF STATION.
 HU1376'
 HU1376'REFERENCE MARK NO.3 IS A NEW MARK SET NW OF STATION ON THE
 HU1376'SAME HILL.
 HU1376'
 HU1376'REFERENCE MARK NO.4 IS A NEW MARK SET ABOUT 0.25 MILE NW
 HU1376'OF STATION.  ABOUT 8 METERS E OF THE CENTER LINE OF ROAD,
 HU1376'ABOUT 8 METERS SE OF SE CORNER OF SMALL BRIDGE.
 HU1376'
 HU1376'TO REACH, TURN E FROM HIGHWAY 113 AT DAGSBORO, DELAWARE, GO
 HU1376'TO BETHANY BEACH AND TURN N.
 HU1376
 HU1376                          STATION RECOVERY (1934)
 HU1376
 HU1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1376'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED BY
 HU1376'C.D. MEANEY IN 1932 IN GOOD CONDITION.  THE DESCRIPTION BY
 HU1376'C.D. MEANEY IS ADEQUATE.  THE SAND DUNES ON WHICH THE STATION IS
 HU1376'LOCATED ARE KNOWN LOCALLY AS COTTON PATCH HILL.
 HU1376
 HU1376                          STATION RECOVERY (1942)
 HU1376
 HU1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HU1376'THIS STATION IS LOCATED ON COTTON PATCH HILL, A SAND HILL
 HU1376'LOCATED 2.9 MILES N OF BETHANY BEACH ON HIGHWAY 14, ON THE
 HU1376'EXTREME PEAK OF THE HILL, LOCATED IN A SAND STRIP 27.22 FEET
 HU1376'W OF THE E EDGE OF THE STRIP, AND 71.0 FEET S OF THE N EDGE
 HU1376'OF THE STRIP.  THE STATION IS A BRONZE DISK TRIANGULATION
 HU1376'STATION MARK, STAMPED COTTON PATCH 1909, 1932, SET IN THE
 HU1376'TOP OF AN 18-INCH IN DIAMETER CONCRETE MONUMENT, WHICH
 HU1376'PROJECTS 12 INCHES ABOVE THE GROUND.  THE STATION IS IN FAIR
 HU1376'CONDITION - STORMS HAVE SWEPT AWAY 12 INCHES OF SUPPORTING
 HU1376'SAND FROM AROUND THE MONUMENT.
 HU1376'
 HU1376'REFERENCE MARK NO.1 IS LOCATED 88.83 FEET ENE OF THE
 HU1376'STATION.  THE MARK IS A BRONZE DISK REFERENCE MARK, WITH THE
 HU1376'ARROW POINTING TOWARD THE STATION, STAMPED COTTON PATCH 1909,
 HU1376'1932 NO.1, SET IN A 12-INCH SQUARE CONCRETE MONUMENT, WHICH
 HU1376'PROJECTS 12 INCHES ABOVE THE GROUND.  THE MARK IS IN GOOD
 HU1376'CONDITION.
 HU1376'
 HU1376'REFERENCE MARK NO.2 IS LOCATED 69.80 FEET SSW OF THE
 HU1376'STATION.  THE MARK IS A BRONZE DISK REFERENCE MARK, WITH THE
 HU1376'ARROW POINTING TOWARD THE STATION, STAMPED COTTON PATCH 1909,
 HU1376'1932 NO.2, SET IN AN 18-INCH IN DIAMETER CONCRETE MONUMENT
 HU1376'WHICH PROJECTS 3 INCHES ABOVE GROUND.  THE MARK IS IN GOOD
 HU1376'CONDITION.
 HU1376'
 HU1376'REFERENCE MARK NO.3 IS LOCATED 273.86 FEET N OF THE
 HU1376'STATION.  THE MARK IS A BRONZE DISK REFERENCE MARK, WITH THE
 HU1376'ARROW POINTING TOWARD THE STATION, STAMPED COTTON PATCH 1909,
 HU1376'1932 NO.3, SET IN A 12-INCH CONCRETE MONUMENT WHICH PROJECTS
 HU1376'12 INCHES ABOVE THE GROUND.  THE MARK IS IN GOOD CONDITION.
 HU1376'
 HU1376'REFERENCE MARK NO.4 IS LOCATED APPROXIMATELY 0.25 MILE NW
 HU1376'OF THE STATION, ABOUT 20 FEET E OF CENTER LINE OF HIGHWAY AND
 HU1376'20 FEET SE OF SE CORNER OF BRIDGE.  THE MARK IS A BRONZE DISK
 HU1376'REFERENCE MARK, WITH THE ARROW POINTING TOWARD THE STATION,
 HU1376'STAMPED COTTON PATCH 1909, 1932 NO.4, SET IN THE TOP OF A
 HU1376'12-INCH CONCRETE MONUMENT, WHICH EXTENDS 12 INCHES ABOVE THE
 HU1376'GROUND.  THE MARK IS IN GOOD CONDITION.
 HU1376
 HU1376                          STATION RECOVERY (1943)
 HU1376
 HU1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1376'RECOVERED AS DESCRIBED WITH THE FOLLOWING DISCREPANCIES--
 HU1376'
 HU1376'REFERENCE MARK 1 IS 88.46 FT. OR 26.960 M. NE OF THE STATION.
 HU1376'
 HU1376'REFERENCE MARK 2 IS 69.30 FT. OR 21.120 M. S OF THE STATION.
 HU1376'
 HU1376'REFERENCE MARK 3 IS 273.95 FT. N OF THE STATION.
 HU1376'
 HU1376'THE MARK NOW EXTENDS 2 FT. ABOVE THE GROUND, BUT IT IS STILL
 HU1376'FIRMLY EMBEDDED.
 HU1376
 HU1376                          STATION RECOVERY (1958)
 HU1376
 HU1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 HU1376'THE STATION MARK WAS FOUND LAYING ON ITS SIDE AT THE BOTTOM
 HU1376'OF THE SAND DUNE, 9 PACES S OF RM NO 1.  A NEW SUMMER HOME,
 HU1376'OWNED BY JUDGE O. R. LAYTON, OF WILMINGTON, DEL. HAS BEEN
 HU1376'BUILT ON TOP OF THIS HIGH SAND DUNE.  IT IS BELIEVED THE OLD
 HU1376'STATION SITE IS ABOUT 10 PACES S OF THE SCREEN POARCH OF THE
 HU1376'NEW HOUSE, NEAR A FENCE LINE.
 HU1376'
 HU1376'R. M. NO 1 1909, 1932 WAS RECOVERED IN GOOD CONDITION ABOUT
 HU1376'10 PACES S OF THE BOARDWALK LEADING TO THE BEACH.  THE MARK
 HU1376'PROJECTS ABOUT 6 INCHES.
 HU1376'
 HU1376'R. M. NO 2 WAS SEARCHED FOR BUT NOT FOUND.
 HU1376'
 HU1376'R. M. NO 3 1909,1932 WAS RECOVERED BUT IT IS IN VERY POOR
 HU1376'CONDITION DUE TO WIND EROSION.  THE WHOLE E SIDE OF THIS MARK
 HU1376'IS SHOWING.  IT SHOULD BE LOWERED ABOUT 4 FT.  THIS
 HU1376'MARK IS NOW LOCATED ON THE NEXT HIGH SAND DUNE N OF THE NEW
 HU1376'HOUSE, AND ABOUT 65 PACES N OF POWER POLE NO 295 O.  RM NO 4
 HU1376'WAS DESTROYED ROAD MACHINERY ACCORDING TO P.SHORT.
 HU1376'
 HU1376'REACHED FROM THE JCT. OF ROUTES NOS. 14 AND 26 IN BETHANY
 HU1376'BEACH AS FOLLOWS--GO N ON ROUTE NO 14 FOR 2.8 MILES TO A
 HU1376'DRIVEWAY TO A NEW HOUSE AT A SMALL LOCKED GATE AND
 HU1376'STATION SITE ON THE SAND DUNE JUST S. OF THE HOUSE.
 HU1376
 HU1376                          STATION RECOVERY (1958)
 HU1376
 HU1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WER)
 HU1376'STATION WAS RECOVERED AS DESCRIBED IN RECOVERY NOTE WRITTEN
 HU1376'BY JAW.
 HU1376'
 HU1376'THE STATION MARK WAS FOUND LAYING ON ITS SIDE.  NO ATTEMPT
 HU1376'WAS MADE TO REESTABLISH THE STATION MARK.
 HU1376'
 HU1376'REFERENCE MARK NO. 1, 1909, 1932 WAS RECOVERED IN GOOD
 HU1376'CONDITION.
 HU1376'
 HU1376'REFERENCE MARK NO. 2 WAS NOT RECOVERED.
 HU1376'
 HU1376'REFERENCE MARK NO. 3, 1909, 1932 WAS RECOVERED.  THE MARK WAS
 HU1376'PROJECTING ABOUT 2 FEET DUE TO WIND EROSION.  THIS MARK WAS
 HU1376'LOWERED, HOLDING THE ORIGINAL POSITION.  THE MARK NOW
 HU1376'PROJECTS APPROXIMATELY 4 INCHES.
 HU1376'
 HU1376'THIS STATION WAS NOT VISITED BY AN OBSERVING UNIT.
 HU1376
 HU1376                          STATION RECOVERY (1958)
 HU1376
 HU1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CRR)
 HU1376'REFERENCE MARK 4 WAS MOVED FROM ORIGINAL LOCATION TO THE
 HU1376'RIGHT-OF-WAY LINE.  SEE SKETCH--
 HU1376
 HU1376                          STATION RECOVERY (1961)
 HU1376
 HU1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 HU1376'R.M. 1 WAS RECOVERED IN GOOD CONDITION.  THE SUB-SURFACE MARK
 HU1376'WAS SEARCHED FOR TO A DEPTH OF 4 FEET BUT WAS NOT FOUND.
 HU1376'
 HU1376'THE RECOVERY NOTE BY W.E.R. IN 1958 IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1374 ***********************************************************************
 HU1374  DESIGNATION -  COTTON PATCH 2
 HU1374  PID         -  HU1374
 HU1374  STATE/COUNTY-  DE/SUSSEX
 HU1374  COUNTRY     -  US
 HU1374  USGS QUAD   -  BETHANY BEACH (2016)
 HU1374
 HU1374                         *CURRENT SURVEY CONTROL
 HU1374  ______________________________________________________________________
 HU1374* NAD 83(1991) POSITION- 38 34 47.06507(N) 075 03 32.40978(W)   ADJUSTED
 HU1374* NAVD 88 ORTHO HEIGHT -     8.1   (meters)       27.    (feet) VERTCON3
 HU1374  ______________________________________________________________________
 HU1374  GEOID HEIGHT    -        -35.758 (meters)                     GEOID18
 HU1374  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 HU1374  HORZ ORDER      -  SECOND
 HU1374
 HU1374.The horizontal coordinates were established by classical geodetic methods
 HU1374.and adjusted by the National Geodetic Survey in January 1992.
 HU1374
 HU1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1374
 HU1374.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1374.GEOID18 height accuracy estimate available here.
 HU1374
 HU1374.Click photographs - Photos may exist for this station.
 HU1374
 HU1374.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1374
 HU1374. The following values were computed from the NAD 83(1991) position.
 HU1374
 HU1374;                    North         East     Units Scale Factor Converg.
 HU1374;SPC DE       -    64,412.655   231,165.478   MT  1.00000696   +0 13 23.0
 HU1374;SPC DE       -   211,327.19    758,415.41   sFT  1.00000696   +0 13 23.0
 HU1374;UTM  18      - 4,270,143.245   494,860.766   MT  0.99960033   -0 02 12.5
 HU1374
 HU1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1374!SPC DE       -   1.00000435  x   1.00000696  =   1.00001131
 HU1374!UTM  18      -   1.00000435  x   0.99960033  =   0.99960467
 HU1374
 HU1374:                Primary Azimuth Mark                     Grid Az
 HU1374:SPC DE       -  COTTON PATCH 2 AZ MK                     184 46 25.5
 HU1374:UTM  18      -  COTTON PATCH 2 AZ MK                     185 02 01.0
 HU1374
 HU1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9486070143(NAD 83)
 HU1374
 HU1374|---------------------------------------------------------------------|
 HU1374| PID    Reference Object                     Distance      Geod. Az  |
 HU1374|                                                           dddmmss.s |
 HU1374| HU1397 BETHANY BEACH MUNICIPAL TANK        APPROX. 4.6 KM 1792414.2 |
 HU1374| HU1396 COTTON PATCH 2 AZ MK                APPROX. 1.7 KM 1845948.5 |
 HU1374| DC7969 COTTON PATCH 2 RM 1                  20.321 METERS 18936     |
 HU1374| HU0105 T 27                                409.772 METERS 1971632.2 |
 HU1374| DC7970 COTTON PATCH 2 RM 2                   8.375 METERS 26932     |
 HU1374| HU1395 BETHANY BEACH OBSERV TWR 4          APPROX. 1.0 KM 3484604.7 |
 HU1374| HU1394 INDIAN RIVER COAST GUARD TOWER      APPROX. 3.3 KM 3543101.6 |
 HU1374|---------------------------------------------------------------------|
 HU1374
 HU1374                          SUPERSEDED SURVEY CONTROL
 HU1374
 HU1374  NAD 83(1986)-  38 34 47.04774(N)    075 03 32.42655(W) AD(       ) 2
 HU1374  NAD 27      -  38 34 46.64106(N)    075 03 33.77434(W) AD(       ) 2
 HU1374  NGVD 29 (07/19/86)    8.3    (m)           27.     (f) VERT ANG       
 HU1374
 HU1374.Superseded values are not recommended for survey control.
 HU1374
 HU1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1374.See file dsdata.pdf to determine how the superseded data were derived.
 HU1374
 HU1374_MARKER: DS = TRIANGULATION STATION DISK
 HU1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1374_STAMPING: COTTON PATCH 2 1962
 HU1374_MARK LOGO: CGS
 HU1374_PROJECTION: PROJECTING 8 CENTIMETERS
 HU1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1374+STABILITY: SURFACE MOTION
 HU1374
 HU1374  HISTORY     - Date     Condition        Report By
 HU1374  HISTORY     - 1962     MONUMENTED       CGS
 HU1374  HISTORY     - 1970     GOOD             NGS
 HU1374  HISTORY     - 1975     GOOD             NGS
 HU1374  HISTORY     - 20120210 MARK NOT FOUND   DELCOS
 HU1374
 HU1374                          STATION DESCRIPTION
 HU1374
 HU1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1374'THE STATION IS LOCATED ABOUT 300.0 FEET WEST OF THE SHORE LINE,
 HU1374'2.9 MILES NORTH OF BETHANY BEACH, DELAWARE AND ON PROPERTY OWNED
 HU1374'BY MR. PHILLIP SHORT.
 HU1374'
 HU1374'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS
 HU1374'14 AND 26 IN BETHANY BEACH.  GO NORTH ON STATE HIGHWAY 14
 HU1374'FOR 1.8 MILES TO THE CITY WATER PUMPING STATION AND THE
 HU1374'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON STATE HIGHWAY 14
 HU1374'FOR 0.85 MILE TO BENCH MARK 27 (AZIMUTH MARK) ON THE RIGHT,
 HU1374'EAST, SIDE OF THE HIGHWAY.  CONTINUE NORTH ON THE HIGHWAY
 HU1374'FOR 0.15 MILE TO A DRIVEWAY ON THE RIGHT, EAST, SIDE OF
 HU1374'THE HIGHWAY.  TURN RIGHT AND GO EAST ON THE DRIVEWAY TO A
 HU1374'BOARD FENCE AND END OF TRUCK TRAVEL.  FROM THE END OF TRUCK
 HU1374'TRAVEL, PACK EAST ALONG THE SOUTH SIDE OF AN EAST AND WEST
 HU1374'FENCE LINE WHICH RUNS ALONG THE SOUTH SIDE OF A
 HU1374'COTTAGE, FOR ABOUT 150.0 FEET TO THE TOP OF A SAND DUNE AND
 HU1374'THE STATION.
 HU1374'
 HU1374'THE STATION MARK, A STANDARD DISK STAMPED COTTON PATCH 2
 HU1374'1962, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HU1374'PROJECTING ABOUT 3 INCHES ABOVE THE SURFACE OF THE
 HU1374'GROUND.  IT IS 5.0 FEET SOUTHEAST OF A STANDARD METAL WITNESS POST
 HU1374'AND MARKER, 37.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 HU1374'OF A SCREENED IN PORCH AND 5.0 FEET SOUTH OF AN EAST AND
 HU1374'WEST FENCELINE.
 HU1374'
 HU1374'REFERENCE MARK 1, A STANDARD DISK STAMPED COTTON PATCH 2 NO 1
 HU1374'1962, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HU1374'PROJECTING ABOUT 12 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 HU1374'IS 104.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A SCREENED IN
 HU1374'PORCH, 73.5 FEET SOUTH OF AN EAST AND WEST FENCELINE AND
 HU1374'73.0 FEET SOUTH OF A STANDARD METAL WITNESS POST AND MARKER.
 HU1374'
 HU1374'REFERENCE MARK 2, A STANDARD DISK STAMPED COTTON PATCH 2
 HU1374'NO 2 1962, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 HU1374'MONUMENT PROJECTING ABOUT 8 INCHES ABOVE THE SURFACE OF THE
 HU1374'GROUND.  IT IS 36.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 HU1374'HOUSE, 26.0 FEET WEST OF A STANDARD METAL WITNESS POST AND
 HU1374'MARKER AND 3.5 FEET SOUTH OF AN EAST AND WEST FENCELINE.
 HU1374'
 HU1374'THE AZIMUTH MARK, A STANDARD DISK STAMPED COTTON PATCH 2
 HU1374'1962, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HU1374'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 87.4 FEET SOUTHEAST
 HU1374'OF THE SOUTHEAST CORNER OF A PUMP HOUSE, 77.0 FEET WEST OF THE
 HU1374'CENTERLINE OF THE SOUTH BOUND TRAFFIC LANE OF STATE HIGHWAY 14,
 HU1374'46.5 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY, 36.2 FEET
 HU1374'WEST-NORTHWEST OF POWERLINE POLE NO. 279, 32.0 FEET
 HU1374'SOUTH-SOUTHWEST OF A FIRE HYDRANT, 2.2 FEET SOUTH-SOUTHEAST
 HU1374'OF A STANDARD METAL WITNESS POST AND MARKER AND 2.1 FEET
 HU1374'EAST OF AN UTILITY POLE.
 HU1374'
 HU1374'BENCH MARK T 27, A STANDARD COAST AND GEODETIC SURVEY
 HU1374'BENCH MARK STAMPED T 27 1962, IS SET IN THE TOP OF A 10-INCH
 HU1374'CONCRETE CYLINDER PROJECTING ABOUT 10 INCHES
 HU1374'ABOVE THE SURFACE OF THE GROUND.  IT IS 45.0 FEET NORTH
 HU1374'OF POWERLINE POLE NO. N562-93, 38.0 FEET EAST OF THE NORTH
 HU1374'BOUND TRAFFIC LANE OF STATE HIGHWAY 14 AND 2.5 FEET SOUTH OF A
 HU1374'4 X 4 INCH WOOD WITNESS POST.
 HU1374'
 HU1374'HEIGHT OF LIGHT ABOVE STATION MARK 3.0 METERS.
 HU1374
 HU1374                          STATION RECOVERY (1970)
 HU1374
 HU1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1374'STATION MARK, REFERENCE MARKS AND AZIMUTH MARKS WERE
 HU1374'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 HU1374'ADEQUATE WITH THE FOLLOWING CHANGES--BENCH MARK T 27 IS
 HU1374'LOCATED OPPOSITE A DIRT ROAD LEADING WEST.  IT IS 5.0 FEET
 HU1374'NORTH OF POWER LINE POLE 562, NOT 45.0 FEET.
 HU1374'
 HU1374'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1374'2.9 MILES NORTH OF BETHANY BEACH.
 HU1374
 HU1374                          STATION RECOVERY (1975)
 HU1374
 HU1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 HU1374'STATION MARK, REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED
 HU1374'AND THESE MARKS WERE FOUND TO BE IN GOOD CONDITION.  THIS STATION
 HU1374'SITE IS ON PROPERTY OWNED BY MR WILLIAM P SHORT JR., SUSSEX
 HU1374'SHORES REALTY CO., BETHANY BEACH DELAWARE.
 HU1374'BENCH MARK T 27 WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD
 HU1374'CONDITION.  IT IS NOW 1 FOOT NORTH OF A STEEL WITNESS POST AND
 HU1374'SIGN.
 HU1374'
 HU1374'COTTON PATCH 2 AZIMUTH MARK, WAS RECOVERED AND IT WAS FOUND
 HU1374'TO BE IN GOOD CONDITION AS IT IS DESCRIBED IN THE 1962
 HU1374'DESCRIPTION.
 HU1374'
 HU1374'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1374'3.0 MILES NORTH OF BETHANY BEACH.
 HU1374
 HU1374                          STATION RECOVERY (2012)
 HU1374
 HU1374'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU1374'LOCATED IN A GATED COMMUNITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1396 ***********************************************************************
 HU1396  DESIGNATION -  COTTON PATCH 2 AZ MK
 HU1396  PID         -  HU1396
 HU1396  STATE/COUNTY-  DE/SUSSEX
 HU1396  COUNTRY     -  US
 HU1396  USGS QUAD   -  BETHANY BEACH (2016)
 HU1396
 HU1396                         *CURRENT SURVEY CONTROL
 HU1396  ______________________________________________________________________
 HU1396* NAD 83(1991) POSITION- 38 33 51.64792(N) 075 03 38.58107(W)   ADJUSTED
 HU1396* NAVD 88 ORTHO HEIGHT -     2.2   (meters)        7.    (feet) VERTCON3
 HU1396  ______________________________________________________________________
 HU1396  GEOID HEIGHT    -        -35.774 (meters)                     GEOID18
 HU1396  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC18
 HU1396  HORZ ORDER      -  SECOND
 HU1396
 HU1396.The horizontal coordinates were established by classical geodetic methods
 HU1396.and adjusted by the National Geodetic Survey in January 1992.
 HU1396
 HU1396.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1396
 HU1396.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1396.GEOID18 height accuracy estimate available here.
 HU1396
 HU1396.Click photographs - Photos may exist for this station.
 HU1396
 HU1396.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1396
 HU1396. The following values were computed from the NAD 83(1991) position.
 HU1396
 HU1396;                    North         East     Units Scale Factor Converg.
 HU1396;SPC DE       -    62,703.268   231,022.723   MT  1.00000685   +0 13 18.8
 HU1396;SPC DE       -   205,718.97    757,947.05   sFT  1.00000685   +0 13 18.8
 HU1396;UTM  18      - 4,268,435.217   494,710.323   MT  0.99960034   -0 02 16.3
 HU1396
 HU1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1396!SPC DE       -   1.00000527  x   1.00000685  =   1.00001212
 HU1396!UTM  18      -   1.00000527  x   0.99960034  =   0.99960561
 HU1396
 HU1396:                Primary Azimuth Mark                     Grid Az
 HU1396:SPC DE       -  COTTON PATCH 2                           004 46 25.9
 HU1396:UTM  18      -  COTTON PATCH 2                           005 02 01.0
 HU1396
 HU1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9471068435(NAD 83)
 HU1396
 HU1396|---------------------------------------------------------------------|
 HU1396| PID    Reference Object                     Distance      Geod. Az  |
 HU1396|                                                           dddmmss.s |
 HU1396| HU1374 COTTON PATCH 2                      APPROX. 1.7 KM 0045944.7 |
 HU1396| HU1460 FENWICK ISLAND US NAVY TOWER        APPROX.10.1 KM 1750229.9 |
 HU1396| HU1397 BETHANY BEACH MUNICIPAL TANK        APPROX. 2.9 KM 1760842.3 |
 HU1396|---------------------------------------------------------------------|
 HU1396
 HU1396                          SUPERSEDED SURVEY CONTROL
 HU1396
 HU1396  NAD 83(1986)-  38 33 51.63037(N)    075 03 38.59871(W) AD(       ) 2
 HU1396  NAD 27      -  38 33 51.22482(N)    075 03 39.94661(W) AD(       ) 2
 HU1396  NGVD 29 (07/19/86)    2.4    (m)            8.     (f) VERT ANG       
 HU1396
 HU1396.Superseded values are not recommended for survey control.
 HU1396
 HU1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1396.See file dsdata.pdf to determine how the superseded data were derived.
 HU1396
 HU1396_MARKER: DZ = AZIMUTH MARK DISK
 HU1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1396_STAMPING: COTTON PATCH 2 1962
 HU1396_MARK LOGO: CGS
 HU1396_PROJECTION: FLUSH
 HU1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1396+STABILITY: SURFACE MOTION
 HU1396
 HU1396  HISTORY     - Date     Condition        Report By
 HU1396  HISTORY     - 1962     MONUMENTED       CGS
 HU1396  HISTORY     - 1970     GOOD             NGS
 HU1396
 HU1396                          STATION DESCRIPTION
 HU1396
 HU1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1396'THE STATION IS LOCATED ABOUT 1.8 MILES NORTH OF BETHANY
 HU1396'BEACH ON PROPERTY OWNED BY THE CITY OF BETHANY BEACH AT THE
 HU1396'PUMPING STATION, PERMISSION WAS GRANTED BY MR. PHILLIP SHORT.
 HU1396'
 HU1396'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14
 HU1396'AND 26 IN BETHANY BEACH, GO NORTH ON STATE HIGHWAY 14 FOR
 HU1396'1.8 MILES TO THE CITY WATER PUMPING STATION ON THE LEFT
 HU1396'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 HU1396'
 HU1396'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10
 HU1396'INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 HU1396'THE GROUND, STAMPED COTTON PATCH 2 1962, THE UNDERGROUND
 HU1396'MARK IS SET IN A IRREGULAR MASS OF CONCRETE WHICH IS ABOUT
 HU1396'32 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 87.4 FEET
 HU1396'SOUTHEAST OF THE SOUTHEAST CORNER OF PUMPING HOUSE, 77.0 FEET
 HU1396'WEST OF THE APPROXIMATE CENTER LINE OF THE SOUTH LANE OF
 HU1396'STATE HIGHWAY 14, 36.2 FEET WEST-NORTHWEST OF POWERLINE POLE
 HU1396'279, 32.0 FEET SOUTH-SOUTHWEST OF FIRE PLUG, 46.5 FEET
 HU1396'SOUTH OF THE APPROXIMATE CENTERLINE OF DRIVEWAY, 2.2 FEET
 HU1396'SOUTH-SOUTHEAST OF A STANDARD METAL WITNESS POST AND MARKER
 HU1396'AND 2.1 FEET EAST OF A UTILITY POLE.
 HU1396'
 HU1396'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HU1396
 HU1396                          STATION RECOVERY (1970)
 HU1396
 HU1396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1396'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 HU1396'IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DI0950 ***********************************************************************
 DI0950  DESIGNATION -  COULTER
 DI0950  PID         -  DI0950
 DI0950  STATE/COUNTY-  DE/SUSSEX
 DI0950  COUNTRY     -  US
 DI0950  USGS QUAD   -  LEWES (2016)
 DI0950
 DI0950                         *CURRENT SURVEY CONTROL
 DI0950  ______________________________________________________________________
 DI0950* NAD 83(2011) POSITION- 38 46 34.42400(N) 075 09 43.72210(W)   ADJUSTED
 DI0950* NAD 83(2011) ELLIP HT-   -32.771 (meters)        (06/27/12)   ADJUSTED
 DI0950* NAD 83(2011) EPOCH   -  2010.00
 DI0950* NAVD 88 ORTHO HEIGHT -     2.846 (meters)        9.34  (feet) ADJUSTED
 DI0950  ______________________________________________________________________
 DI0950  GEOID HEIGHT    -        -35.622 (meters)                     GEOID18
 DI0950  NAD 83(2011) X  -  1,275,018.325 (meters)                     COMP
 DI0950  NAD 83(2011) Y  - -4,812,873.075 (meters)                     COMP
 DI0950  NAD 83(2011) Z  -  3,972,960.486 (meters)                     COMP
 DI0950  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 DI0950  DYNAMIC HEIGHT  -          2.844 (meters)        9.33  (feet) COMP
 DI0950  MODELED GRAVITY -    980,038.2   (mgal)                       NAVD 88
 DI0950
 DI0950  VERT ORDER      -  SECOND    CLASS II
 DI0950
 DI0950  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0950  Standards:
 DI0950         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0950            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0950  -------------------------------------------------------------------
 DI0950  NETWORK    0.79   1.08           0.35   0.29   0.55     -0.13414233
 DI0950  -------------------------------------------------------------------
 DI0950  Click here for local accuracies and other accuracy information.
 DI0950
 DI0950.The horizontal coordinates were established by GPS observations
 DI0950.and adjusted by the National Geodetic Survey in June 2012.
 DI0950
 DI0950.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0950.been affixed to the stable North American tectonic plate. See 
 DI0950.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0950
 DI0950.The horizontal coordinates are valid at the epoch date displayed above
 DI0950.which is a decimal equivalence of Year/Month/Day.
 DI0950
 DI0950.The orthometric height was determined by differential leveling and
 DI0950.adjusted by the NATIONAL GEODETIC SURVEY
 DI0950.in September 2008.
 DI0950
 DI0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0950.GEOID18 height accuracy estimate available here.
 DI0950
 DI0950.Click photographs - Photos may exist for this station.
 DI0950
 DI0950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0950
 DI0950.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0950
 DI0950.The ellipsoidal height was determined by GPS observations
 DI0950.and is referenced to NAD 83.
 DI0950
 DI0950.The dynamic height is computed by dividing the NAVD 88
 DI0950.geopotential number by the normal gravity value computed on the
 DI0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0950.degrees latitude (g = 980.6199 gals.).
 DI0950
 DI0950.The modeled gravity was interpolated from observed gravity values.
 DI0950
 DI0950. The following values were computed from the NAD 83(2011) position.
 DI0950
 DI0950;                    North         East     Units Scale Factor Converg.
 DI0950;SPC DE       -    86,194.721   222,117.479   MT  1.00000102   +0 09 33.8
 DI0950;SPC DE       -   282,790.51    728,730.43   sFT  1.00000102   +0 09 33.8
 DI0950;UTM  18      - 4,291,957.421   485,915.456   MT  0.99960244   -0 06 05.6
 DI0950
 DI0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0950!SPC DE       -   1.00000514  x   1.00000102  =   1.00000616
 DI0950!UTM  18      -   1.00000514  x   0.99960244  =   0.99960758
 DI0950
 DI0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8591591957(NAD 83)
 DI0950
 DI0950                          SUPERSEDED SURVEY CONTROL
 DI0950
 DI0950  NAD 83(2007)-  38 46 34.42438(N)    075 09 43.72321(W) AD(2002.00) B
 DI0950  ELLIP H (04/30/09)  -32.731  (m)                       GP(2002.00) 4 2
 DI0950  NAD 83(1991)-  38 46 34.42437(N)    075 09 43.72307(W) AD(       ) B
 DI0950  ELLIP H (08/09/06)  -32.745  (m)                       GP(       ) 4 2
 DI0950  NAVD 88 (08/09/06)    2.9    (m)  GEOID03  model used  GPS OBS        
 DI0950
 DI0950.Superseded values are not recommended for survey control.
 DI0950
 DI0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0950.See file dsdata.pdf to determine how the superseded data were derived.
 DI0950
 DI0950_MARKER: DD = SURVEY DISK
 DI0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0950_STAMPING: COULTER 2005
 DI0950_MARK LOGO: NONE
 DI0950_PROJECTION: FLUSH
 DI0950_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0950+STABILITY: SURFACE MOTION
 DI0950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0950+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 DI0950
 DI0950  HISTORY     - Date     Condition        Report By
 DI0950  HISTORY     - 20050110 MONUMENTED       DE0280
 DI0950  HISTORY     - 20080701 GOOD             DEDT
 DI0950  HISTORY     - 20120210 GOOD             DELCOS
 DI0950
 DI0950                          STATION DESCRIPTION
 DI0950
 DI0950'DESCRIBED BY CITY OF LEWES DELAWARE 2005 (AWR)
 DI0950'THE STATION IS LOCATED IN LEWES, 1.25 MI (2.01 KM) WEST OF THE MAIN
 DI0950'POST OFFICE, 2.37 MI (3.81  KM) WEST-SOUTHWEST OF THE DELAWARE RIVER
 DI0950'AND BAY AUTHORITY FERRY TERMINAL, AND 1.08  MI (1.74 KM)
 DI0950'WEST-NORTHWEST OF THE BEEBE MEDICAL CENTER.
 DI0950'
 DI0950'TO REACH THE STATION FROM THE MAIN POST OFFICE IN LEWES, PROCEED 0.25
 DI0950'MI (0.40 KM)  NORTHWESTERLY ON FRONT STREET TO PILOT TOWN ROAD.
 DI0950'CONTINUE NORTHWESTERLY 0.51 MI  (0.82 KM) ON PILOT TOWN ROAD TO THE
 DI0950'INTERSECTION OF NEW ROAD, THEN PROCEED 0.58 MI (0.93  KM) SOUTHWEST ON
 DI0950'NEW ROAD TO THE JUNCTION OF THE ENTRANCE ROAD TO LANDS OF THE
 DI0950'DELAWARE STATE PARK SERVICE (FORMERLY THE UNIVERSITY OF DELAWARE
 DI0950'RESEARCH PARK),  THEN PROCEED 0.25 MI (0.40 KM) NORTHWEST ON ENTRANCE
 DI0950'ROAD TO STATION ON LEFT.
 DI0950'
 DI0950'THE STATION IS 29.5 FEET (8.99 M) SOUTHWEST OF THE CENTERLINE OF THE
 DI0950'ENTRANCE ROAD, 34.4  FEET (10.49 M) NORTHWEST OF THE CENTERLINE OF THE
 DI0950'CROSS STREET, 20.4 FEET (6.22 M) SOUTH  OF A WATER VALVE, AND 45.5
 DI0950'FEET (13.87 M) WEST OF THE CENTER OF A SANITARY SEWER MANHOLE  COVER.
 DI0950'THE STATION IS A CENTER PUNCHED BRONZE DISK SET IN A 1 FOOT (30 CM)
 DI0950'DIAMETER  CONCRETE POST.
 DI0950
 DI0950                          STATION RECOVERY (2008)
 DI0950
 DI0950'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 DI0950'RECOVERED IN GOOD CONDITION.
 DI0950
 DI0950                          STATION RECOVERY (2012)
 DI0950
 DI0950'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DI0950'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL6557 ***********************************************************************
 DL6557  DESIGNATION -  COVERDALE
 DL6557  PID         -  DL6557
 DL6557  STATE/COUNTY-  DE/SUSSEX
 DL6557  COUNTRY     -  US
 DL6557  USGS QUAD   -  MILTON (2016)
 DL6557
 DL6557                         *CURRENT SURVEY CONTROL
 DL6557  ______________________________________________________________________
 DL6557* NAD 83(1986) POSITION- 38 48 53.89   (N) 075 18 33.15   (W)   HD_HELD1
 DL6557* NAVD 88 ORTHO HEIGHT -     5.238 (meters)       17.18  (feet) ADJUSTED
 DL6557  ______________________________________________________________________
 DL6557  GEOID HEIGHT    -        -35.532 (meters)                     GEOID18
 DL6557  DYNAMIC HEIGHT  -          5.235 (meters)       17.18  (feet) COMP
 DL6557  MODELED GRAVITY -    980,036.6   (mgal)                       NAVD 88
 DL6557
 DL6557  VERT ORDER      -  FIRST     CLASS II
 DL6557
 DL6557.The horizontal coordinates were determined by differentially corrected
 DL6557.hand held GPS observations or other comparable positioning techniques
 DL6557.and have an estimated accuracy of +/- 3 meters.
 DL6557
 DL6557.The orthometric height was determined by differential leveling and
 DL6557.adjusted by the NATIONAL GEODETIC SURVEY
 DL6557.in January 2013.
 DL6557
 DL6557.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6557.GEOID18 height accuracy estimate available here.
 DL6557
 DL6557.Click photographs - Photos may exist for this station.
 DL6557
 DL6557.The dynamic height is computed by dividing the NAVD 88
 DL6557.geopotential number by the normal gravity value computed on the
 DL6557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6557.degrees latitude (g = 980.6199 gals.).
 DL6557
 DL6557.The modeled gravity was interpolated from observed gravity values.
 DL6557
 DL6557;                    North         East    Units  Estimated Accuracy
 DL6557;SPC DE       -    90,470.1     209,332.9     MT  (+/- 3 meters HH1 GPS) 
 DL6557
 DL6557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7315596289(NAD 83)
 DL6557
 DL6557                          SUPERSEDED SURVEY CONTROL
 DL6557
 DL6557  NAVD 88 (03/24/10)    5.240  (m)           17.19   (f) SUPERSEDED  2 2
 DL6557
 DL6557.Superseded values are not recommended for survey control.
 DL6557
 DL6557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6557.See file dsdata.pdf to determine how the superseded data were derived.
 DL6557
 DL6557_MARKER: DD = SURVEY DISK
 DL6557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6557_STAMPING: COVERDALE 2009
 DL6557_MARK LOGO: DEDT
 DL6557_PROJECTION: RECESSED 3 CENTIMETERS
 DL6557_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6557+STABILITY: SURFACE MOTION
 DL6557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6557+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 DL6557
 DL6557  HISTORY     - Date     Condition        Report By
 DL6557  HISTORY     - 20091107 MONUMENTED       DEDT
 DL6557  HISTORY     - 20120208 GOOD             DELCOS
 DL6557
 DL6557                          STATION DESCRIPTION
 DL6557
 DL6557'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL6557'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH OF HARBESON, 6.2 MI
 DL6557'(10.0 KM) EAST OF ELLENDALE AND 2.6 MI (4.2 KM) NORTH OF MILTON.
 DL6557'
 DL6557'TO REACH FROM THE INTERSECTION OF STATE ROUTE 16 (MILTON-ELLENDALE
 DL6557'HWY/BROADKILL RD) AND STATE ROUTE 5 (UNION ST EXTENDED) PROCEED NORTH
 DL6557'1.9 MI (3.1 KM) ALONG STATE ROUTE 5 (UNION ST EXTENDED) TO THE MARK ON
 DL6557'THE RIGHT.  FROM THE INTERSECTION OF STATE ROUTE 1 (COASTAL HWY) AND
 DL6557'STATE ROUTE 5 (UNION STREET EXTENDED) PROCEED 0.45 MI (0.7 KM) SOUTH
 DL6557'ALONG STATE ROUTE 5 (UNION ST EXT.) TO THE MARK ON THE LEFT.  THE MARK
 DL6557'IS LOCATED ON THE NORTHEASTERLY CORNER OF STATE ROUTE 5 (UNION ST EXT)
 DL6557'AND SMITH'S WAY (PRIVATE).  THE MARK IS LOCATED ON LANDS OF JAS.  AND
 DL6557'BRENDA COVERDALE.
 DL6557'
 DL6557'THE MARK IS 32.8 FT (10.0 M) EAST OF THE CENTERLINE OF STATE ROUTE 5
 DL6557'(UNION STREET EXT), 144.0 FT (43.9 M) SOUTH OF A UTILITY POLE (DEC
 DL6557'45151), 79.5 FT (24.2 M) NORTH OF THE WESTERLY CORNER OF A 1 STORY
 DL6557'DWELLING, AND 130.8 FT (39.9 M) NORTH OF A UTILITY POLE (DEC 45152).
 DL6557
 DL6557                          STATION RECOVERY (2012)
 DL6557
 DL6557'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL6557'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1356 ***********************************************************************
 HU1356  DESIGNATION -  CURVE
 HU1356  PID         -  HU1356
 HU1356  STATE/COUNTY-  DE/SUSSEX
 HU1356  COUNTRY     -  US
 HU1356  USGS QUAD   -  LEWES (2016)
 HU1356
 HU1356                         *CURRENT SURVEY CONTROL
 HU1356  ______________________________________________________________________
 HU1356* NAD 83(1991) POSITION- 38 49 11.00927(N) 075 13 12.20668(W)   ADJUSTED
 HU1356* NAVD 88 ORTHO HEIGHT -     1.1   (meters)        4.    (feet) VERTCON3
 HU1356  ______________________________________________________________________
 HU1356  GEOID HEIGHT    -        -35.561 (meters)                     GEOID18
 HU1356  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 HU1356  HORZ ORDER      -  SECOND
 HU1356
 HU1356.The horizontal coordinates were established by classical geodetic methods
 HU1356.and adjusted by the National Geodetic Survey in January 1992.
 HU1356
 HU1356.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1356
 HU1356.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1356.GEOID18 height accuracy estimate available here.
 HU1356
 HU1356.Click photographs - Photos may exist for this station.
 HU1356
 HU1356.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1356
 HU1356. The following values were computed from the NAD 83(1991) position.
 HU1356
 HU1356;                    North         East     Units Scale Factor Converg.
 HU1356;SPC DE       -    91,010.847   217,074.609   MT  0.99999859   +0 07 23.7
 HU1356;SPC DE       -   298,591.42    712,185.61   sFT  0.99999859   +0 07 23.7
 HU1356;UTM  18      - 4,296,794.557   480,896.574   MT  0.99960449   -0 08 16.6
 HU1356
 HU1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1356!SPC DE       -   1.00000541  x   0.99999859  =   1.00000400
 HU1356!UTM  18      -   1.00000541  x   0.99960449  =   0.99960990
 HU1356
 HU1356:                Primary Azimuth Mark                     Grid Az
 HU1356:SPC DE       -  WHITE                                    346 57 30.9
 HU1356:UTM  18      -  WHITE                                    347 13 11.2
 HU1356
 HU1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8089696794(NAD 83)
 HU1356
 HU1356|---------------------------------------------------------------------|
 HU1356| PID    Reference Object                     Distance      Geod. Az  |
 HU1356|                                                           dddmmss.s |
 HU1356| HU1357 WHITE                               APPROX. 2.1 KM 3470454.6 |
 HU1356|---------------------------------------------------------------------|
 HU1356
 HU1356                          SUPERSEDED SURVEY CONTROL
 HU1356
 HU1356  NAD 83(1986)-  38 49 10.99804(N)    075 13 12.21473(W) AD(       ) 2
 HU1356  NAD 27      -  38 49 10.59220(N)    075 13 13.54483(W) AD(       ) 2
 HU1356  NGVD 29 (07/19/86)    1.3    (m)            4.     (f) VERT ANG       
 HU1356
 HU1356.Superseded values are not recommended for survey control.
 HU1356
 HU1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1356.See file dsdata.pdf to determine how the superseded data were derived.
 HU1356
 HU1356_MARKER: DE = TRAVERSE STATION DISK
 HU1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1356_STAMPING: CURVE 1970
 HU1356_MARK LOGO: CGS
 HU1356_PROJECTION: FLUSH
 HU1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1356+STABILITY: SURFACE MOTION
 HU1356
 HU1356  HISTORY     - Date     Condition        Report By
 HU1356  HISTORY     - 1970     MONUMENTED       NGS
 HU1356  HISTORY     - 1980     GOOD             LOCENG
 HU1356  HISTORY     - 20100414 MARK NOT FOUND   DEDT
 HU1356  HISTORY     - 20120210 MARK NOT FOUND   DELCOS
 HU1356
 HU1356                          STATION DESCRIPTION
 HU1356
 HU1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1356'STATION IS LOCATED ALONG THE SOUTH SIDE OF DELAWARE HIGHWAY
 HU1356'16 NEAR BROADKILL BEACH, ABOUT 3.8 MILES NORTHWEST OF
 HU1356'ROOSEVELT INLET.  MARK IS 0.65 MILE SOUTHWEST OF CENTER OF
 HU1356'HIGHWAY BRIDGE AT THE BEGINNING OF BROADKILL BEACH, 0.2 MILE
 HU1356'NORTHEAST OF LAST Y INTERSECTION BEFORE REACHING BROADKILL
 HU1356'BEACH, 100.5 FEET SOUTHWEST OF UTILITY POLE LK 7 - 54, 34.6
 HU1356'FEET NORTHEAST OF SMALL DITCH ON SOUTH SIDE OF ROAD, AND 19.1
 HU1356'FEET SOUTHEAST OF CENTERLINE OF DELAWARE HIGHWAY 16.
 HU1356'
 HU1356'STATION IS MARKED BY A STANDARD TRAVERSE DISK, STAMPED CURVE
 HU1356'1970, SET IN TOP OF A 10 INCH ROUND CONCRETE MONUMENT WHICH
 HU1356'IS FLUSH WITH THE GROUND.
 HU1356'
 HU1356'REFERENCE MARK 1 IS 41.3 FEET NORTHWEST OF CENTERLINE OF
 HU1356'DELAWARE HIGHWAY 16, 27.0 FEET NORTHEAST OF CENTER OF SMALL
 HU1356'DITCH ON NORTH SIDE OF THE ROAD, AND 1.8 FEET SOUTH OF A
 HU1356'FENCE CORNER.  IT IS A STANDARD REFERENCE MARK DISK STAMPED
 HU1356'CURVE NO 1 1970, SET IN TOP OF A 10 INCH ROUND CONCRETE
 HU1356'MONUMENT WHICH PROJECTS 0.2 FOOT.
 HU1356
 HU1356                          STATION RECOVERY (1980)
 HU1356
 HU1356'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (WW)
 HU1356'RECOVERED BY VANDEMARK AND LYNCH INC.
 HU1356'
 HU1356'CURVE 1970 RECOVERED GOOD.
 HU1356'
 HU1356'CURVE NO. 1 1970 RECOVERED GOOD.
 HU1356'
 HU1356'STATION AND REFERENCE MARKS ADEQUATLY DESCRIBED.
 HU1356
 HU1356                          STATION RECOVERY (2010)
 HU1356
 HU1356'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (JC)
 HU1356'MARK NOT FOUND.
 HU1356
 HU1356                          STATION RECOVERY (2012)
 HU1356
 HU1356'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU1356'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1899 ***********************************************************************
 JU1899  DESIGNATION -  D 1
 JU1899  PID         -  JU1899
 JU1899  STATE/COUNTY-  DE/NEW CASTLE
 JU1899  COUNTRY     -  US
 JU1899  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1899
 JU1899                         *CURRENT SURVEY CONTROL
 JU1899  ______________________________________________________________________
 JU1899* NAD 83(1986) POSITION- 39 39 51.6    (N) 075 34 13.3    (W)   HD_HELD2
 JU1899* NAVD 88 ORTHO HEIGHT -     5.432 (meters)       17.82  (feet) ADJUSTED
 JU1899  ______________________________________________________________________
 JU1899  GEOID HEIGHT    -        -33.110 (meters)                     GEOID18
 JU1899  DYNAMIC HEIGHT  -          5.430 (meters)       17.81  (feet) COMP
 JU1899  MODELED GRAVITY -    980,159.2   (mgal)                       NAVD 88
 JU1899
 JU1899  VERT ORDER      -  FIRST     CLASS II
 JU1899
 JU1899.The horizontal coordinates were established by autonomous hand held GPS
 JU1899.observations and have an estimated accuracy of +/- 10 meters.
 JU1899
 JU1899.The orthometric height was determined by differential leveling and
 JU1899.adjusted by the NATIONAL GEODETIC SURVEY
 JU1899.in June 1991.
 JU1899
 JU1899.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1899.GEOID18 height accuracy estimate available here.
 JU1899
 JU1899.Click photographs - Photos may exist for this station.
 JU1899
 JU1899.The dynamic height is computed by dividing the NAVD 88
 JU1899.geopotential number by the normal gravity value computed on the
 JU1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1899.degrees latitude (g = 980.6199 gals.).
 JU1899
 JU1899.The modeled gravity was interpolated from observed gravity values.
 JU1899
 JU1899;                    North         East    Units  Estimated Accuracy
 JU1899;SPC DE       -   184,772.      186,811.      MT  (+/- 10 meters HH2 GPS)
 JU1899
 JU1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5107690658(NAD 83)
 JU1899
 JU1899                          SUPERSEDED SURVEY CONTROL
 JU1899
 JU1899  NGVD 29 (01/10/92)    5.681  (m)           18.64   (f) ADJUSTED    1 2
 JU1899  NGVD 29 (??/??/87)    5.681  (m)           18.64   (f) SUPERSEDED  1 2
 JU1899
 JU1899.Superseded values are not recommended for survey control.
 JU1899
 JU1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1899.See file dsdata.pdf to determine how the superseded data were derived.
 JU1899
 JU1899_MARKER: DB = BENCH MARK DISK
 JU1899_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU1899_SP_SET: STEPS
 JU1899_STAMPING: 18.999 D 1 1931
 JU1899_MARK LOGO: CGS
 JU1899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1899_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1899+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1899
 JU1899  HISTORY     - Date     Condition        Report By
 JU1899  HISTORY     - 1931     MONUMENTED       CGS
 JU1899  HISTORY     - 1963     GOOD             CGS
 JU1899  HISTORY     - 1979     GOOD             NGS
 JU1899  HISTORY     - 1980     GOOD             LOCSUR
 JU1899  HISTORY     - 1984     GOOD
 JU1899  HISTORY     - 19980215 GOOD             USPSQD
 JU1899  HISTORY     - 20060514 GOOD             USPSQD
 JU1899  HISTORY     - 20130711 GOOD             DELCOS
 JU1899
 JU1899                          STATION DESCRIPTION
 JU1899
 JU1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1899'AT NEW CASTLE.
 JU1899'AT NEW CASTLE, ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 273 FROM
 JU1899'THE UNDERPASS OF THE PENNSYLVANIA RAILROAD UNDER THE HIGHWAY,
 JU1899'NORTHWEST OF THE CROSSING OF DELAWARE STREET AND THE NEW CASTLE
 JU1899'CUTOFF OF THE P.R.R., AT THE MAIN ENTRANCE TO THE WILLIAM PENN
 JU1899'PUBLIC SCHOOL, AND SET IN TOP OF THE NORTHEAST END OF THE BOTTOM
 JU1899'STEP.
 JU1899
 JU1899                          STATION RECOVERY (1979)
 JU1899
 JU1899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1899'RECOVERED IN GOOD CONDITION.
 JU1899
 JU1899                          STATION RECOVERY (1980)
 JU1899
 JU1899'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 JU1899'RECOVERED IN GOOD CONDITION.
 JU1899
 JU1899                          STATION RECOVERY (1984)
 JU1899
 JU1899'RECOVERED 1984
 JU1899'RECOVERED IN GOOD CONDITION.
 JU1899
 JU1899                          STATION RECOVERY (1998)
 JU1899
 JU1899'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU1899'RECOVERED IN GOOD CONDITION.
 JU1899
 JU1899                          STATION RECOVERY (2006)
 JU1899
 JU1899'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 JU1899'RECOVERED IN GOOD CONDITION.
 JU1899
 JU1899                          STATION RECOVERY (2013)
 JU1899
 JU1899'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1899'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0851 ***********************************************************************
 HU0851  DESIGNATION -  D 11
 HU0851  PID         -  HU0851
 HU0851  STATE/COUNTY-  DE/KENT
 HU0851  COUNTRY     -  US
 HU0851  USGS QUAD   -  BURRSVILLE (2016)
 HU0851
 HU0851                         *CURRENT SURVEY CONTROL
 HU0851  ______________________________________________________________________
 HU0851* NAD 83(1986) POSITION- 38 58 53.     (N) 075 39 07.     (W)   SCALED
 HU0851* NAVD 88 ORTHO HEIGHT -    19.650 (meters)       64.47  (feet) ADJUSTED
 HU0851  ______________________________________________________________________
 HU0851  GEOID HEIGHT    -        -34.848 (meters)                     GEOID18
 HU0851  DYNAMIC HEIGHT  -         19.639 (meters)       64.43  (feet) COMP
 HU0851  MODELED GRAVITY -    980,053.4   (mgal)                       NAVD 88
 HU0851
 HU0851  VERT ORDER      -  SECOND    CLASS 0
 HU0851
 HU0851.The horizontal coordinates were scaled from a map and have
 HU0851.an estimated accuracy of +/- 6 seconds.
 HU0851
 HU0851.The orthometric height was determined by differential leveling and
 HU0851.adjusted by the NATIONAL GEODETIC SURVEY
 HU0851.in June 1991.
 HU0851
 HU0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0851.GEOID18 height accuracy estimate available here.
 HU0851
 HU0851.Click photographs - Photos may exist for this station.
 HU0851
 HU0851.The dynamic height is computed by dividing the NAVD 88
 HU0851.geopotential number by the normal gravity value computed on the
 HU0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0851.degrees latitude (g = 980.6199 gals.).
 HU0851
 HU0851.The modeled gravity was interpolated from observed gravity values.
 HU0851
 HU0851;                    North         East    Units  Estimated Accuracy
 HU0851;SPC DE       -   108,970.      179,610.      MT  (+/- 180 meters Scaled)
 HU0851
 HU0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ435149(NAD 83)
 HU0851
 HU0851                          SUPERSEDED SURVEY CONTROL
 HU0851
 HU0851  NGVD 29 (11/26/84)   19.890  (m)           65.26   (f) ADJUSTED    2 0
 HU0851
 HU0851.Superseded values are not recommended for survey control.
 HU0851
 HU0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0851.See file dsdata.pdf to determine how the superseded data were derived.
 HU0851
 HU0851_MARKER: DB = BENCH MARK DISK
 HU0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0851_STAMPING: D 11 1942
 HU0851_MARK LOGO: CGS
 HU0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0851+STABILITY: SURFACE MOTION
 HU0851
 HU0851  HISTORY     - Date     Condition        Report By
 HU0851  HISTORY     - 1942     MONUMENTED       CGS
 HU0851  HISTORY     - 1964     GOOD             CGS
 HU0851  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0851  HISTORY     - 19910301 MARK NOT FOUND   USGS
 HU0851  HISTORY     - 20120321 GOOD             DELCOS
 HU0851
 HU0851                          STATION DESCRIPTION
 HU0851
 HU0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0851'0.8 MI SE FROM HOLLANDSVILLE.
 HU0851'0.8 MILE SOUTHEAST ALONG A PAVED ROAD FROM THE INTERSECTION OF A
 HU0851'GRAVEL ROAD AT HOLLANDSVILLE, KENT COUNTY, 67.7 FEET SOUTHEAST
 HU0851'OF THE SOUTHEAST END OF A CONCRETE CULVERT, 27.7 FEET SOUTHWEST
 HU0851'OF THE CENTERLINE OF THE ROAD, 3 FEET WEST OF THE NORTHWEST CORNER
 HU0851'OF A WIRE FENCE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 HU0851'AND 1 FOOT BELOW THE LEVEL OF THE ROAD.  A STANDARD DISK, STAMPED
 HU0851'D 11 1942 AND SET IN THE TOP OF A CONCRETE POST.
 HU0851
 HU0851                          STATION RECOVERY (1964)
 HU0851
 HU0851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HU0851'RECOVERED IN GOOD CONDITION.
 HU0851
 HU0851                          STATION RECOVERY (1981)
 HU0851
 HU0851'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0851'MARK NOT FOUND.
 HU0851
 HU0851                          STATION RECOVERY (1991)
 HU0851
 HU0851'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 HU0851'MARK NOT FOUND.
 HU0851
 HU0851                          STATION RECOVERY (2012)
 HU0851
 HU0851'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0851'NO LONGER A WOODEN WITNESS POST,
 HU0851'28 YDS NW FROM POWERLINE POLE DEC 54446
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1302 ***********************************************************************
 JU1302  DESIGNATION -  D 12
 JU1302  PID         -  JU1302
 JU1302  STATE/COUNTY-  DE/KENT
 JU1302  COUNTRY     -  US
 JU1302  USGS QUAD   -  MARYDEL (2016)
 JU1302
 JU1302                         *CURRENT SURVEY CONTROL
 JU1302  ______________________________________________________________________
 JU1302* NAD 83(1986) POSITION- 39 02 41.     (N) 075 39 57.     (W)   SCALED
 JU1302* NAVD 88 ORTHO HEIGHT -    17.023 (meters)       55.85  (feet) ADJUSTED
 JU1302  ______________________________________________________________________
 JU1302  GEOID HEIGHT    -        -34.598 (meters)                     GEOID18
 JU1302  DYNAMIC HEIGHT  -         17.013 (meters)       55.82  (feet) COMP
 JU1302  MODELED GRAVITY -    980,064.3   (mgal)                       NAVD 88
 JU1302
 JU1302  VERT ORDER      -  SECOND    CLASS 0
 JU1302
 JU1302.The horizontal coordinates were scaled from a map and have
 JU1302.an estimated accuracy of +/- 6 seconds.
 JU1302
 JU1302.The orthometric height was determined by differential leveling and
 JU1302.adjusted by the NATIONAL GEODETIC SURVEY
 JU1302.in June 1991.
 JU1302
 JU1302.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1302.GEOID18 height accuracy estimate available here.
 JU1302
 JU1302.Click photographs - Photos may exist for this station.
 JU1302
 JU1302.The dynamic height is computed by dividing the NAVD 88
 JU1302.geopotential number by the normal gravity value computed on the
 JU1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1302.degrees latitude (g = 980.6199 gals.).
 JU1302
 JU1302.The modeled gravity was interpolated from observed gravity values.
 JU1302
 JU1302;                    North         East    Units  Estimated Accuracy
 JU1302;SPC DE       -   116,000.      178,430.      MT  (+/- 180 meters Scaled)
 JU1302
 JU1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ423219(NAD 83)
 JU1302
 JU1302                          SUPERSEDED SURVEY CONTROL
 JU1302
 JU1302  NGVD 29 (11/26/84)   17.260  (m)           56.63   (f) ADJUSTED    2 0
 JU1302
 JU1302.Superseded values are not recommended for survey control.
 JU1302
 JU1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1302.See file dsdata.pdf to determine how the superseded data were derived.
 JU1302
 JU1302_MARKER: DB = BENCH MARK DISK
 JU1302_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU1302_SP_SET: CULVERT
 JU1302_STAMPING: D 12 1942
 JU1302_MARK LOGO: CGS
 JU1302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1302
 JU1302  HISTORY     - Date     Condition        Report By
 JU1302  HISTORY     - 1942     MONUMENTED       CGS
 JU1302  HISTORY     - 20120319 MARK NOT FOUND   DELCOS
 JU1302
 JU1302                          STATION DESCRIPTION
 JU1302
 JU1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JU1302'1 MI W FROM PETERSBURG.
 JU1302'THIS MARK IS ABOUT 0.95 MILE WEST ALONG HIGHWAY 10 FROM THE T
 JU1302'JUNCTION OF HIGHWAY 10 AND A DIRT ROAD WHICH RUNS SOUTHEAST
 JU1302'TO VIOLA, AT PETERSBURG, KENT COUNTY, 17.2 FEET SOUTHEAST OF THE
 JU1302'CENTER LINE OF HIGHWAY 10, SET IN THE NORTHEAST END OF THE
 JU1302'SOUTHEAST HEADWALL OF A CONCRETE CULVERT, ABOUT 1.0 FOOT HIGHER
 JU1302'THAN THE HIGHWAY.
 JU1302
 JU1302                          STATION RECOVERY (2012)
 JU1302
 JU1302'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1302'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2500 ***********************************************************************
 JU2500  DESIGNATION -  D 12 RESET
 JU2500  PID         -  JU2500
 JU2500  STATE/COUNTY-  DE/KENT
 JU2500  COUNTRY     -  US
 JU2500  USGS QUAD   -  MARYDEL (2016)
 JU2500
 JU2500                         *CURRENT SURVEY CONTROL
 JU2500  ______________________________________________________________________
 JU2500* NAD 83(1986) POSITION- 39 02 41.     (N) 075 39 57.     (W)   SCALED
 JU2500* NAVD 88 ORTHO HEIGHT -    16.56  (meters)       54.3   (feet) RESET
 JU2500  ______________________________________________________________________
 JU2500  GEOID HEIGHT    -        -34.598 (meters)                     GEOID18
 JU2500  VERT ORDER      -  THIRD
 JU2500
 JU2500.The horizontal coordinates were scaled from a map and have
 JU2500.an estimated accuracy of +/- 6 seconds.
 JU2500
 JU2500.The orthometric height was computed from unverified reset data.
 JU2500
 JU2500.No vertical observational check was made to the station.
 JU2500
 JU2500.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2500.GEOID18 height accuracy estimate available here.
 JU2500
 JU2500.Click photographs - Photos may exist for this station.
 JU2500
 JU2500;                    North         East    Units  Estimated Accuracy
 JU2500;SPC DE       -   116,000.      178,430.      MT  (+/- 180 meters Scaled)
 JU2500
 JU2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ423219(NAD 83)
 JU2500
 JU2500                          SUPERSEDED SURVEY CONTROL
 JU2500
 JU2500  NGVD 29 (??/??/??)   16.80   (m)           55.1    (f) RESET       3  
 JU2500
 JU2500.Superseded values are not recommended for survey control.
 JU2500
 JU2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2500.See file dsdata.pdf to determine how the superseded data were derived.
 JU2500
 JU2500_MARKER: DB = BENCH MARK DISK
 JU2500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2500_STAMPING: D 12 RESET 1959
 JU2500_MARK LOGO: CGS
 JU2500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2500+STABILITY: SURFACE MOTION
 JU2500
 JU2500  HISTORY     - Date     Condition        Report By
 JU2500  HISTORY     - 1959     MONUMENTED       CGS
 JU2500  HISTORY     - 1981     POOR             UDE
 JU2500
 JU2500                          STATION DESCRIPTION
 JU2500
 JU2500'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU2500'1 MI W FROM PETERSBURG.
 JU2500'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 10 FROM THE T-JUNCTION OF
 JU2500'ROAD 108 LEADING SOUTHEAST TO VIOLA AT PETERSBURG, 35 FEET SOUTHEAST
 JU2500'FROM THE CENTERLINE OF HIGHWAY 10, 77.67 FEET SOUTHEAST FROM POLE
 JU2500'KB 220, 7.0 FEET NORTHWEST FROM AN ELECTRIC POLE OF R.E.A., AND SET
 JU2500'IN THE TOP OF A CONCRETE POST.
 JU2500
 JU2500                          STATION RECOVERY (1981)
 JU2500
 JU2500'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU2500'IT IS STICKING UP ABOUT 2 1/2 FEET TILTED AT A 63 DEGREE ANGLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1022 ***********************************************************************
 JU1022  DESIGNATION -  D 14
 JU1022  PID         -  JU1022
 JU1022  STATE/COUNTY-  DE/KENT
 JU1022  COUNTRY     -  US
 JU1022  USGS QUAD   -  LITTLE CREEK (2016)
 JU1022
 JU1022                         *CURRENT SURVEY CONTROL
 JU1022  ______________________________________________________________________
 JU1022* NAD 83(1986) POSITION- 39 10 59.     (N) 075 27 29.     (W)   SCALED
 JU1022* NAVD 88 ORTHO HEIGHT -     5.437 (meters)       17.84  (feet) ADJUSTED
 JU1022  ______________________________________________________________________
 JU1022  GEOID HEIGHT    -        -34.394 (meters)                     GEOID18
 JU1022  DYNAMIC HEIGHT  -          5.434 (meters)       17.83  (feet) COMP
 JU1022  MODELED GRAVITY -    980,091.1   (mgal)                       NAVD 88
 JU1022
 JU1022  VERT ORDER      -  THIRD
 JU1022
 JU1022.The horizontal coordinates were scaled from a map and have
 JU1022.an estimated accuracy of +/- 6 seconds.
 JU1022
 JU1022.The orthometric height was determined by differential leveling and
 JU1022.adjusted by the NATIONAL GEODETIC SURVEY
 JU1022.in June 1991.
 JU1022
 JU1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1022.GEOID18 height accuracy estimate available here.
 JU1022
 JU1022.Click photographs - Photos may exist for this station.
 JU1022
 JU1022.The dynamic height is computed by dividing the NAVD 88
 JU1022.geopotential number by the normal gravity value computed on the
 JU1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1022.degrees latitude (g = 980.6199 gals.).
 JU1022
 JU1022.The modeled gravity was interpolated from observed gravity values.
 JU1022
 JU1022;                    North         East    Units  Estimated Accuracy
 JU1022;SPC DE       -   131,330.      196,420.      MT  (+/- 180 meters Scaled)
 JU1022
 JU1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ604371(NAD 83)
 JU1022
 JU1022                          SUPERSEDED SURVEY CONTROL
 JU1022
 JU1022  NGVD 29 (11/26/84)    5.672  (m)           18.61   (f) ADJUSTED    3 0
 JU1022
 JU1022.Superseded values are not recommended for survey control.
 JU1022
 JU1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1022.See file dsdata.pdf to determine how the superseded data were derived.
 JU1022
 JU1022_MARKER: DB = BENCH MARK DISK
 JU1022_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU1022_STAMPING: D 14 1946
 JU1022_MARK LOGO: CGS
 JU1022_PROJECTION: PROJECTING 3 CENTIMETERS
 JU1022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1022
 JU1022  HISTORY     - Date     Condition        Report By
 JU1022  HISTORY     - 1946     MONUMENTED       CGS
 JU1022  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1022  HISTORY     - 19910822 MARK NOT FOUND   USGS
 JU1022  HISTORY     - 20120320 MARK NOT FOUND   DELCOS
 JU1022
 JU1022                          STATION DESCRIPTION
 JU1022
 JU1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JU1022'1.3 MI N FROM LITTLE CREEK.
 JU1022'1.3 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF THE
 JU1022'ROAD LEADING EAST (TO PORT MAHON LIGHTHOUSE) AT LITTLE CREEK,
 JU1022'KENT COUNTY, AT THE JUNCTION OF A ROAD LEADING WEST TO A HOUSE,
 JU1022'26.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET
 JU1022'SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 10.5 FEET WEST OF A
 JU1022'MAIL BOX, 5 FEET EAST OF A FENCE, AND 1 FOOT FROM A WHITE WOODEN
 JU1022'WITNESS POST.  A STANDARD DISK, STAMPED D 14 1946 AND SET IN THE
 JU1022'TOP OF A CONCRETE-FILLED GALAVNIZED-IRON PIPE PROJECTING 1 INCH
 JU1022'ABOVE GROUND.
 JU1022
 JU1022                          STATION RECOVERY (1981)
 JU1022
 JU1022'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1022'MARK NOT FOUND.
 JU1022
 JU1022                          STATION RECOVERY (1991)
 JU1022
 JU1022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1022'MARK NOT FOUND.
 JU1022
 JU1022                          STATION RECOVERY (2012)
 JU1022
 JU1022'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1022'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0913 ***********************************************************************
 JU0913  DESIGNATION -  D 21
 JU0913  PID         -  JU0913
 JU0913  STATE/COUNTY-  DE/NEW CASTLE
 JU0913  COUNTRY     -  US
 JU0913  USGS QUAD   -  MARCUS HOOK (2019)
 JU0913
 JU0913                         *CURRENT SURVEY CONTROL
 JU0913  ______________________________________________________________________
 JU0913* NAD 83(1986) POSITION- 39 48 26.     (N) 075 28 39.     (W)   SCALED
 JU0913* NAVD 88 ORTHO HEIGHT -    56.822 (meters)      186.42  (feet) POSTED
 JU0913  ______________________________________________________________________
 JU0913  GEOID HEIGHT    -        -32.911 (meters)                     GEOID18
 JU0913  DYNAMIC HEIGHT  -         56.80  (meters)      186.4   (feet) COMP
 JU0913  MODELED GRAVITY -    980,175.5   (mgal)                       NAVD 88
 JU0913
 JU0913  VERT ORDER      -  * POSTED, SEE BELOW
 JU0913
 JU0913.The horizontal coordinates were scaled from a map and have
 JU0913.an estimated accuracy of +/- 6 seconds.
 JU0913
 JU0913.The orthometric height was determined by differential leveling
 JU0913.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU0913
 JU0913.* This is a POSTED BENCH MARK height.
 JU0913
 JU0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0913.GEOID18 height accuracy estimate available here.
 JU0913
 JU0913.Click photographs - Photos may exist for this station.
 JU0913
 JU0913.The dynamic height is computed by dividing the NAVD 88
 JU0913.geopotential number by the normal gravity value computed on the
 JU0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0913.degrees latitude (g = 980.6199 gals.).
 JU0913
 JU0913.The modeled gravity was interpolated from observed gravity values.
 JU0913
 JU0913;                    North         East    Units  Estimated Accuracy
 JU0913;SPC DE       -   200,630.      194,790.      MT  (+/- 180 meters Scaled)
 JU0913
 JU0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK591064(NAD 83)
 JU0913
 JU0913                          SUPERSEDED SURVEY CONTROL
 JU0913
 JU0913  NGVD 29 (11/26/84)   57.166  (m)          187.55   (f) ADJUSTED    2 0
 JU0913
 JU0913.Superseded values are not recommended for survey control.
 JU0913
 JU0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0913.See file dsdata.pdf to determine how the superseded data were derived.
 JU0913
 JU0913_MARKER: DB = BENCH MARK DISK
 JU0913_SETTING: 66 = SET IN ROCK OUTCROP
 JU0913_STAMPING: D 21 1959
 JU0913_MARK LOGO: CGS
 JU0913_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU0913+STABILITY: POSITION/ELEVATION WELL
 JU0913
 JU0913  HISTORY     - Date     Condition        Report By
 JU0913  HISTORY     - 1959     MONUMENTED       CGS
 JU0913  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU0913
 JU0913                          STATION DESCRIPTION
 JU0913
 JU0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU0913'4.6 MI NE FROM WILMINGTON.
 JU0913'4.65 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JU0913'OVERPASS OVER CONCORD PIKE (U.S. HIGHWAY 202) AT WILMINGTON, 0.25
 JU0913'MILE NORTHEAST OF HARVEY ROAD OVERPASS OVER TRACK, 0.7 MILE
 JU0913'SOUTHWEST OF DARLEY ROAD OVERPASS OVER TRACK, BETWEEN MILEAGE
 JU0913'POLES NO. 19+27 AND 19+28, SET VERTICALLY IN THE NORTHWEST FACE
 JU0913'OF A 1 1/2-FOOT THICK LAYER OF ROCK IN A CUT, 16 FEET SOUTHEAST
 JU0913'OF SOUTHEAST RAIL, 4 1/2 FEET EAST OF A CORNER IN ROCK POINTING
 JU0913'TOWARDS THE TRACK AND ABOUT 2 FEET ABOVE LEVEL OF TRACK.
 JU0913
 JU0913                          STATION RECOVERY (1981)
 JU0913
 JU0913'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU0913'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1855 ***********************************************************************
 JU1855  DESIGNATION -  D 23
 JU1855  PID         -  JU1855
 JU1855  STATE/COUNTY-  DE/NEW CASTLE
 JU1855  COUNTRY     -  US
 JU1855  USGS QUAD   -  NEWARK EAST (2016)
 JU1855
 JU1855                         *CURRENT SURVEY CONTROL
 JU1855  ______________________________________________________________________
 JU1855* NAD 83(1986) POSITION- 39 42 25.     (N) 075 39 09.     (W)   SCALED
 JU1855* NAVD 88 ORTHO HEIGHT -     5.209 (meters)       17.09  (feet) ADJUSTED
 JU1855  ______________________________________________________________________
 JU1855  GEOID HEIGHT    -        -32.950 (meters)                     GEOID18
 JU1855  DYNAMIC HEIGHT  -          5.207 (meters)       17.08  (feet) COMP
 JU1855  MODELED GRAVITY -    980,168.3   (mgal)                       NAVD 88
 JU1855
 JU1855  VERT ORDER      -  SECOND    CLASS 0
 JU1855
 JU1855.The horizontal coordinates were scaled from a map and have
 JU1855.an estimated accuracy of +/- 6 seconds.
 JU1855
 JU1855.The orthometric height was determined by differential leveling and
 JU1855.adjusted by the NATIONAL GEODETIC SURVEY
 JU1855.in June 1991.
 JU1855
 JU1855.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1855.GEOID18 height accuracy estimate available here.
 JU1855
 JU1855.Click photographs - Photos may exist for this station.
 JU1855
 JU1855.The dynamic height is computed by dividing the NAVD 88
 JU1855.geopotential number by the normal gravity value computed on the
 JU1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1855.degrees latitude (g = 980.6199 gals.).
 JU1855
 JU1855.The modeled gravity was interpolated from observed gravity values.
 JU1855
 JU1855;                    North         East    Units  Estimated Accuracy
 JU1855;SPC DE       -   189,520.      179,780.      MT  (+/- 180 meters Scaled)
 JU1855
 JU1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ440954(NAD 83)
 JU1855
 JU1855                          SUPERSEDED SURVEY CONTROL
 JU1855
 JU1855  NGVD 29 (11/26/84)    5.558  (m)           18.23   (f) ADJUSTED    2 0
 JU1855
 JU1855.Superseded values are not recommended for survey control.
 JU1855
 JU1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1855.See file dsdata.pdf to determine how the superseded data were derived.
 JU1855
 JU1855_MARKER: DB = BENCH MARK DISK
 JU1855_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1855_SP_SET: BRIDGE ARCH
 JU1855_STAMPING: D 23 1959
 JU1855_MARK LOGO: CGS
 JU1855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1855_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1855+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2002
 JU1855
 JU1855  HISTORY     - Date     Condition        Report By
 JU1855  HISTORY     - 1959     MONUMENTED       CGS
 JU1855  HISTORY     - 1980     GOOD             NGS
 JU1855  HISTORY     - 19880922 GOOD             USPSQD
 JU1855  HISTORY     - 20001111 GOOD             USPSQD
 JU1855  HISTORY     - 20020910 GOOD             WR
 JU1855
 JU1855                          STATION DESCRIPTION
 JU1855
 JU1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1855'3 MI N FROM CHRISTIANA.
 JU1855'3.0 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 JU1855'STATE HIGHWAY 273 AT CHRISTIANA, 0.3 MILE NORTH OF THE OVERPASS
 JU1855'OF THE PENNSYLVANIA RAILROAD OVER HIGHWAY 7, 18 FEET EAST OF
 JU1855'THE CENTER LINE OF THE HIGHWAY, IN TOP OF THE NORTH END OF THE
 JU1855'EAST STEEL REINFORCED CONCRETE ARCH OF HIGHWAY 7 CONCRETE BRIDGE
 JU1855'OVER WHITE CLAY CREEK, 1.4 FEET EAST OF CONCRETE BANISTER, AND
 JU1855'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE BRIDGE SIDEWALK.
 JU1855
 JU1855                          STATION RECOVERY (1980)
 JU1855
 JU1855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 JU1855'RECOVERED IN GOOD CONDITION.
 JU1855
 JU1855                          STATION RECOVERY (1988)
 JU1855
 JU1855'RECOVERY NOTE BY US POWER SQUADRON 1988 (MRS)
 JU1855'RECOVERED IN GOOD CONDITION.
 JU1855
 JU1855                          STATION RECOVERY (2000)
 JU1855
 JU1855'RECOVERY NOTE BY US POWER SQUADRON 2000 (SAL)
 JU1855'RECOVERED IN GOOD CONDITION.
 JU1855
 JU1855                          STATION RECOVERY (2002)
 JU1855
 JU1855'RECOVERY NOTE BY WHITMAN, REQUARDT & ASSOCIATES 2002 (RTD)
 JU1855'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0131 ***********************************************************************
 HU0131  DESIGNATION -  D 27
 HU0131  PID         -  HU0131
 HU0131  STATE/COUNTY-  DE/SUSSEX
 HU0131  COUNTRY     -  US
 HU0131  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU0131
 HU0131                         *CURRENT SURVEY CONTROL
 HU0131  ______________________________________________________________________
 HU0131* NAD 83(2011) POSITION- 38 43 16.84790(N) 075 07 15.64706(W)   ADJUSTED
 HU0131* NAD 83(2011) ELLIP HT-   -26.995 (meters)        (12/20/17)   ADJUSTED
 HU0131* NAD 83(2011) EPOCH   -  2010.00
 HU0131* NAVD 88 ORTHO HEIGHT -     8.684 (meters)       28.49  (feet) ADJUSTED
 HU0131  ______________________________________________________________________
 HU0131  GEOID HEIGHT    -        -35.675 (meters)                     GEOID18
 HU0131  NAD 83(2011) X  -  1,279,453.438 (meters)                     COMP
 HU0131  NAD 83(2011) Y  - -4,815,646.339 (meters)                     COMP
 HU0131  NAD 83(2011) Z  -  3,968,212.584 (meters)                     COMP
 HU0131  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 HU0131  DYNAMIC HEIGHT  -          8.679 (meters)       28.47  (feet) COMP
 HU0131  MODELED GRAVITY -    980,033.7   (mgal)                       NAVD 88
 HU0131
 HU0131  VERT ORDER      -  SECOND    CLASS 0
 HU0131
 HU0131  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU0131  Standards:
 HU0131         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU0131            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU0131  -------------------------------------------------------------------
 HU0131  NETWORK    0.83   0.74           0.37   0.30   0.38     -0.14975421
 HU0131  -------------------------------------------------------------------
 HU0131  Click here for local accuracies and other accuracy information.
 HU0131
 HU0131.The horizontal coordinates were established by GPS observations
 HU0131.and adjusted by the MASER CONSULTING in December 2017.
 HU0131
 HU0131.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU0131.been affixed to the stable North American tectonic plate. See 
 HU0131.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU0131
 HU0131.The horizontal coordinates are valid at the epoch date displayed above
 HU0131.which is a decimal equivalence of Year/Month/Day.
 HU0131
 HU0131.The orthometric height was determined by differential leveling and
 HU0131.adjusted by the NATIONAL GEODETIC SURVEY
 HU0131.in June 1991.
 HU0131
 HU0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0131.GEOID18 height accuracy estimate available here.
 HU0131
 HU0131.Click photographs - Photos may exist for this station.
 HU0131
 HU0131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU0131
 HU0131.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU0131
 HU0131.The ellipsoidal height was determined by GPS observations
 HU0131.and is referenced to NAD 83.
 HU0131
 HU0131.The dynamic height is computed by dividing the NAVD 88
 HU0131.geopotential number by the normal gravity value computed on the
 HU0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0131.degrees latitude (g = 980.6199 gals.).
 HU0131
 HU0131.The modeled gravity was interpolated from observed gravity values.
 HU0131
 HU0131. The following values were computed from the NAD 83(2011) position.
 HU0131
 HU0131;                    North         East     Units Scale Factor Converg.
 HU0131;SPC DE       -    80,112.965   225,711.457   MT  1.00000314   +0 11 05.8
 HU0131;SPC DE       -   262,837.29    740,521.67   sFT  1.00000314   +0 11 05.8
 HU0131;UTM  18      - 4,285,861.809   489,480.287   MT  0.99960136   -0 04 32.5
 HU0131
 HU0131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0131!SPC DE       -   1.00000424  x   1.00000314  =   1.00000738
 HU0131!UTM  18      -   1.00000424  x   0.99960136  =   0.99960559
 HU0131
 HU0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8948085861(NAD 83)
 HU0131
 HU0131                          SUPERSEDED SURVEY CONTROL
 HU0131
 HU0131  NGVD 29 (11/26/84)    8.920  (m)           29.27   (f) ADJUSTED    2 0
 HU0131
 HU0131.Superseded values are not recommended for survey control.
 HU0131
 HU0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0131.See file dsdata.pdf to determine how the superseded data were derived.
 HU0131
 HU0131_MARKER: DB = BENCH MARK DISK
 HU0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0131_STAMPING: D 27 1961
 HU0131_MARK LOGO: CGS
 HU0131_PROJECTION: PROJECTING 13 CENTIMETERS
 HU0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0131+STABILITY: SURFACE MOTION
 HU0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0131+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2013
 HU0131
 HU0131  HISTORY     - Date     Condition        Report By
 HU0131  HISTORY     - 1961     MONUMENTED       CGS
 HU0131  HISTORY     - 1962     GOOD             CGS
 HU0131  HISTORY     - 1981     GOOD             UDE
 HU0131  HISTORY     - 19890501 GOOD             SCS
 HU0131  HISTORY     - 19971123 GOOD             USPSQD
 HU0131  HISTORY     - 20120210 GOOD             DELCOS
 HU0131  HISTORY     - 20131009 GOOD             DELCOS
 HU0131
 HU0131                          STATION DESCRIPTION
 HU0131
 HU0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HU0131'2.2 MI NW FROM REHOBOTH BEACH.
 HU0131'1.1 MILE WEST ON ALTERNATE HIGHWAY 14, (REHOBOTH AVENUE), FROM
 HU0131'THE POST OFFICE IN REHOBOTH BEACH, THENCE 1.15 MILE NORTHWEST ON
 HU0131'HIGHWAY 14 TO THE NORTHEAST CORNER OF THE REHOBOTH AIRPORT.
 HU0131'75 FEET SOUTHWEST AND ACROSS THE OLD BLACKTOPPED ROAD FROM THE
 HU0131'CENTER LINE OF SOUTHEAST BOUND LANE OF HIGHWAY 14, 57.6 FEET
 HU0131'NORTHWEST OF A FIELD ROAD ON THE SOUTHEAST SIDE OF THE AIRPORT
 HU0131'AND 3.5 FEET SOUTH OF POWER LINE POLE DE 22-1.  SET IN THE TOP OF
 HU0131'A CONCRETE POST PROJECTING 2 INCHES.
 HU0131
 HU0131                          STATION RECOVERY (1962)
 HU0131
 HU0131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HU0131'RECOVERED IN GOOD CONDITION.
 HU0131
 HU0131                          STATION RECOVERY (1981)
 HU0131
 HU0131'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0131'NOTE--NO LONGER THE AIRPORT, IT IS ON LAND OWNED BY
 HU0131'STEELS MOBILE HOME SERVICE AND SUPPLY, IT IS IN THE NE CORNER OF LOT
 HU0131'BY TELEPHONE POLE E 23. IT IS ON A DEAD END SECTION OF ROAD WHICH
 HU0131'INTERSECTS RT 14.
 HU0131
 HU0131                          STATION RECOVERY (1989)
 HU0131
 HU0131'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1989
 HU0131'RECOVERED IN GOOD CONDITION.
 HU0131
 HU0131                          STATION RECOVERY (1997)
 HU0131
 HU0131'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU0131'RECOVERED IN GOOD CONDITION.
 HU0131
 HU0131                          STATION RECOVERY (2012)
 HU0131
 HU0131'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0131'RECOVERED IN GOOD CONDITION.
 HU0131
 HU0131                          STATION RECOVERY (2013)
 HU0131
 HU0131'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 HU0131'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0865 ***********************************************************************
 HU0865  DESIGNATION -  D 3
 HU0865  PID         -  HU0865
 HU0865  STATE/COUNTY-  DE/KENT
 HU0865  COUNTRY     -  US
 HU0865  USGS QUAD   -  HARRINGTON (2016)
 HU0865
 HU0865                         *CURRENT SURVEY CONTROL
 HU0865  ______________________________________________________________________
 HU0865* NAD 83(1986) POSITION- 38 55 25.     (N) 075 34 42.     (W)   SCALED
 HU0865* NAVD 88 ORTHO HEIGHT -    18.823 (meters)       61.76  (feet) ADJUSTED
 HU0865  ______________________________________________________________________
 HU0865  GEOID HEIGHT    -        -35.112 (meters)                     GEOID18
 HU0865  DYNAMIC HEIGHT  -         18.812 (meters)       61.72  (feet) COMP
 HU0865  MODELED GRAVITY -    980,044.0   (mgal)                       NAVD 88
 HU0865
 HU0865  VERT ORDER      -  FIRST     CLASS I
 HU0865
 HU0865.The horizontal coordinates were scaled from a map and have
 HU0865.an estimated accuracy of +/- 6 seconds.
 HU0865
 HU0865.The orthometric height was determined by differential leveling and
 HU0865.adjusted by the NATIONAL GEODETIC SURVEY
 HU0865.in June 1991.
 HU0865
 HU0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0865.GEOID18 height accuracy estimate available here.
 HU0865
 HU0865.Click photographs - Photos may exist for this station.
 HU0865
 HU0865.The dynamic height is computed by dividing the NAVD 88
 HU0865.geopotential number by the normal gravity value computed on the
 HU0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0865.degrees latitude (g = 980.6199 gals.).
 HU0865
 HU0865.The modeled gravity was interpolated from observed gravity values.
 HU0865
 HU0865;                    North         East    Units  Estimated Accuracy
 HU0865;SPC DE       -   102,540.      185,980.      MT  (+/- 180 meters Scaled)
 HU0865
 HU0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ498084(NAD 83)
 HU0865
 HU0865                          SUPERSEDED SURVEY CONTROL
 HU0865
 HU0865  NGVD 29 (11/26/84)   19.065  (m)           62.55   (f) ADJUSTED    1 1
 HU0865
 HU0865.Superseded values are not recommended for survey control.
 HU0865
 HU0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0865.See file dsdata.pdf to determine how the superseded data were derived.
 HU0865
 HU0865_MARKER: DB = BENCH MARK DISK
 HU0865_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0865_SP_SET: BUILDING
 HU0865_STAMPING: 63.048 D 3 1931
 HU0865_MARK LOGO: CGS
 HU0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0865+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2011
 HU0865
 HU0865  HISTORY     - Date     Condition        Report By
 HU0865  HISTORY     - 1931     MONUMENTED       CGS
 HU0865  HISTORY     - 1963     GOOD             CGS
 HU0865  HISTORY     - 1981     GOOD             UDE
 HU0865  HISTORY     - 20020615 GOOD             USPSQD
 HU0865  HISTORY     - 20100507 GOOD             BECMOR
 HU0865  HISTORY     - 20111115 GOOD             DELCOS
 HU0865
 HU0865                          STATION DESCRIPTION
 HU0865
 HU0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0865'AT HARRINGTON.
 HU0865'AT HARRINGTON, ABOUT 100 YARDS WEST-NORTHWEST ALONG CLARK STREET
 HU0865'FROM THE CROSSING OF THE PENNSYLVANIA RAILROAD, AT THE FIRST
 HU0865'NATIONAL BANK BUILDING, SET VERTICALLY IN THE SOUTHEAST GRANITE
 HU0865'FACE, 35 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF
 HU0865'CLARK AND COMMERCE STREETS, 2 FEET SOUTHWEST OF THE EAST CORNER
 HU0865'OF THE BUILDING AND 4 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 HU0865
 HU0865                          STATION RECOVERY (1981)
 HU0865
 HU0865'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0865'RECOVERED IN GOOD CONDITION.
 HU0865
 HU0865                          STATION RECOVERY (2002)
 HU0865
 HU0865'RECOVERY NOTE BY US POWER SQUADRON 2002 (RP)
 HU0865'RECOVERED IN GOOD CONDITION.
 HU0865
 HU0865                          STATION RECOVERY (2010)
 HU0865
 HU0865'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 HU0865'RECOVERED IN GOOD CONDITION.
 HU0865
 HU0865                          STATION RECOVERY (2011)
 HU0865
 HU0865'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 HU0865'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0201 ***********************************************************************
 HU0201  DESIGNATION -  D 30
 HU0201  PID         -  HU0201
 HU0201  STATE/COUNTY-  DE/SUSSEX
 HU0201  COUNTRY     -  US
 HU0201  USGS QUAD   -  LEWES (2016)
 HU0201
 HU0201                         *CURRENT SURVEY CONTROL
 HU0201  ______________________________________________________________________
 HU0201* NAD 83(1986) POSITION- 38 49 33.     (N) 075 12 35.     (W)   SCALED
 HU0201* NAVD 88 ORTHO HEIGHT -     2.204 (meters)        7.23  (feet) ADJUSTED
 HU0201  ______________________________________________________________________
 HU0201  GEOID HEIGHT    -        -35.554 (meters)                     GEOID18
 HU0201  DYNAMIC HEIGHT  -          2.203 (meters)        7.23  (feet) COMP
 HU0201  MODELED GRAVITY -    980,041.0   (mgal)                       NAVD 88
 HU0201
 HU0201  VERT ORDER      -  FIRST     CLASS II
 HU0201
 HU0201.The horizontal coordinates were scaled from a map and have
 HU0201.an estimated accuracy of +/- 6 seconds.
 HU0201
 HU0201.The orthometric height was determined by differential leveling and
 HU0201.adjusted by the NATIONAL GEODETIC SURVEY
 HU0201.in January 2013.
 HU0201
 HU0201.No vertical observational check was made to the station.
 HU0201
 HU0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0201.GEOID18 height accuracy estimate available here.
 HU0201
 HU0201.Click photographs - Photos may exist for this station.
 HU0201
 HU0201.The dynamic height is computed by dividing the NAVD 88
 HU0201.geopotential number by the normal gravity value computed on the
 HU0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0201.degrees latitude (g = 980.6199 gals.).
 HU0201
 HU0201.The modeled gravity was interpolated from observed gravity values.
 HU0201
 HU0201;                    North         East    Units  Estimated Accuracy
 HU0201;SPC DE       -    91,690.      217,970.      MT  (+/- 180 meters Scaled)
 HU0201
 HU0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH817974(NAD 83)
 HU0201
 HU0201                          SUPERSEDED SURVEY CONTROL
 HU0201
 HU0201  NAVD 88 (06/15/91)    2.207  (m)            7.24   (f) SUPERSEDED  2 0
 HU0201  NGVD 29 (11/26/84)    2.446  (m)            8.02   (f) ADJUSTED    2 0
 HU0201
 HU0201.Superseded values are not recommended for survey control.
 HU0201
 HU0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0201.See file dsdata.pdf to determine how the superseded data were derived.
 HU0201
 HU0201_MARKER: DB = BENCH MARK DISK
 HU0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0201_SP_SET: BUILDING
 HU0201_STAMPING: D 30 1962
 HU0201_MARK LOGO: CGS
 HU0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0201
 HU0201  HISTORY     - Date     Condition        Report By
 HU0201  HISTORY     - 1962     MONUMENTED       CGS
 HU0201  HISTORY     - 1981     GOOD             UDE
 HU0201  HISTORY     - 20100414 MARK NOT FOUND   DEDT
 HU0201
 HU0201                          STATION DESCRIPTION
 HU0201
 HU0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0201'AT BROADKILL BEACH.
 HU0201'0.15 MILE ALONG A SAND ROAD FROM STATE HIGHWAY 16, 42 FEET
 HU0201'SOUTHWEST OF THE CENTER OF THE SAND ROAD AND ABOUT 2 FEET ABOVE
 HU0201'THE LEVEL OF THE GROUND.  SET VERTICALLY IN THE CENTER OF THE
 HU0201'NORTH CONCRETE WALL OF A SQUARE CONCRETE BUILDING MEASURING 7
 HU0201'FEET 4 INCHES BY 7 FEET 4 INCHES.
 HU0201
 HU0201                          STATION RECOVERY (1981)
 HU0201
 HU0201'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0201'NOTE--THE DIRT ROAD IS NOW A PAVED ROAD.
 HU0201
 HU0201                          STATION RECOVERY (2010)
 HU0201
 HU0201'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (JC)
 HU0201'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0186 ***********************************************************************
 HU0186  DESIGNATION -  D 33
 HU0186  PID         -  HU0186
 HU0186  STATE/COUNTY-  DE/SUSSEX
 HU0186  COUNTRY     -  US
 HU0186  USGS QUAD   -  ELLENDALE (2016)
 HU0186
 HU0186                         *CURRENT SURVEY CONTROL
 HU0186  ______________________________________________________________________
 HU0186* NAD 83(1986) POSITION- 38 50 03.     (N) 075 23 17.     (W)   SCALED
 HU0186* NAVD 88 ORTHO HEIGHT -     9.479 (meters)       31.10  (feet) ADJUSTED
 HU0186  ______________________________________________________________________
 HU0186  GEOID HEIGHT    -        -35.454 (meters)                     GEOID18
 HU0186  DYNAMIC HEIGHT  -          9.474 (meters)       31.08  (feet) COMP
 HU0186  MODELED GRAVITY -    980,036.4   (mgal)                       NAVD 88
 HU0186
 HU0186  VERT ORDER      -  SECOND    CLASS II
 HU0186
 HU0186.The horizontal coordinates were scaled from a map and have
 HU0186.an estimated accuracy of +/- 6 seconds.
 HU0186
 HU0186.The orthometric height was determined by differential leveling and
 HU0186.adjusted by the NATIONAL GEODETIC SURVEY
 HU0186.in June 1991.
 HU0186
 HU0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0186.GEOID18 height accuracy estimate available here.
 HU0186
 HU0186.Click photographs - Photos may exist for this station.
 HU0186
 HU0186.The dynamic height is computed by dividing the NAVD 88
 HU0186.geopotential number by the normal gravity value computed on the
 HU0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0186.degrees latitude (g = 980.6199 gals.).
 HU0186
 HU0186.The modeled gravity was interpolated from observed gravity values.
 HU0186
 HU0186;                    North         East    Units  Estimated Accuracy
 HU0186;SPC DE       -    92,600.      202,480.      MT  (+/- 180 meters Scaled)
 HU0186
 HU0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH663984(NAD 83)
 HU0186
 HU0186                          SUPERSEDED SURVEY CONTROL
 HU0186
 HU0186  NGVD 29 (11/26/84)    9.720  (m)           31.89   (f) ADJUSTED    2 0
 HU0186
 HU0186.Superseded values are not recommended for survey control.
 HU0186
 HU0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0186.See file dsdata.pdf to determine how the superseded data were derived.
 HU0186
 HU0186_MARKER: DB = BENCH MARK DISK
 HU0186_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HU0186_SP_SET: CULVERT
 HU0186_STAMPING: D 33 1962
 HU0186_MARK LOGO: CGS
 HU0186_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0186+STABILITY: SURFACE MOTION
 HU0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0186+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 HU0186
 HU0186  HISTORY     - Date     Condition        Report By
 HU0186  HISTORY     - 1962     MONUMENTED       CGS
 HU0186  HISTORY     - 1981     GOOD             UDE
 HU0186  HISTORY     - 20050711 GOOD             DEDT
 HU0186  HISTORY     - 20080715 GOOD             DEDT
 HU0186  HISTORY     - 20120208 GOOD             DELCOS
 HU0186
 HU0186                          STATION DESCRIPTION
 HU0186
 HU0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0186'2.8 MI NE FROM ELLENDALE.
 HU0186'0.15 MILE EAST ON STATE HIGHWAY 16 FROM THE PENNSYLVANIA RAILROAD
 HU0186'CROSSING AT ELLENDALE, THENCE 2.2 MILES NORTHEAST ON BLACKTOPPED
 HU0186'ROAD TO A Y JUNCTION, CONTINUE NORTHEAST FOR 0.45 MILE TO A
 HU0186'BLACKTOPPED ROAD RUNNING EAST AND WEST, THENCE 0.05 MILE EAST TO THE
 HU0186'CULVERT OVER CHURCH BRANCH OR 1 MILE WEST ON BLACKTOPPED ROAD FROM
 HU0186'THE CROSSROAD AT ARGO CORNERS, THENCE 2.7 MILE SOUTHWEST ON
 HU0186'BLACKTOPPED AND GRAVELED ROAD, THENCE 0.35 MILE WEST ON BLACKTOPPED
 HU0186'ROAD.  19 FEET NORTH OF THE CENTER LINE OF ROAD AND 3 FEET BELOW
 HU0186'THE LEVEL OF THE ROAD.  SET IN A DRILL HOLE IN THE WEST END OF THE
 HU0186'NORTH CONCRETE HEADWALL OF A 6 FOOT BOX CULVERT UNDER CHURCH BRANCH.
 HU0186
 HU0186                          STATION RECOVERY (1981)
 HU0186
 HU0186'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0186'RECOVERED IN GOOD CONDITION.
 HU0186
 HU0186                          STATION RECOVERY (2005)
 HU0186
 HU0186'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2005 (EKS)
 HU0186'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 1 (COASTAL
 HU0186'HIGHWAY) AND SUSSEX 224 (PINE HAVEN RD) NEAR ARGOS CORNER.  PROCEED
 HU0186'2.7 MILES (4.3 KM) SOUTH-SOUTHWEST TO THE INTERSECTON OF SUSSEX 216
 HU0186'(BENSON ROAD) AND SUSSEX 38 (JEFFERSON ROAD).  THENCE 0.35 MILE (.6
 HU0186'KM) WEST ALONG SUSSEX 38 (JEFFERSON ROAD) TO A CONCRETE CULVERT AND
 HU0186'STATION ON RIGHT.
 HU0186'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 113 (DUPONT
 HU0186'HWY) AND STATE ROUTE 16 (BEACH HWY) NEAR ELLENDALE.  PROCEED .85 MI
 HU0186'(1.4 KM) EAST ON STATE ROUTE 16 TO RAILROAD CROSSING AT ELLENDALE.
 HU0186'FROM RAILROAD CROSSING.
 HU0186'PROCEED .1 MI (.2 KM) EAST TO SUSSEX 232 (PONDER RD).  THENCE PROCEED
 HU0186'2.2 MI (3.5 KM) NORTH ON SUSSEX 232 TO A Y JUNCTION OF SUSSEX 232,
 HU0186'PONDER RD AND SUSSEX 232A, CHURCH BRANCH RD.  CONTINUE .45 MI (.7 KM)
 HU0186'EAST ON SUSSEX 232A (CHURCH BRANCH RD) TO THE INTERSECTION OF SUSSEX
 HU0186'232A (CHURCH BRANCH RD) AND SUSSEX 38 (JEFFERSON RD).  THENCE PROCEED
 HU0186'0.05 MI (.08 KM) EAST ALONG SUSSEX 38 (JEFFERSON RD) TO STATION ON THE
 HU0186'LEFT.
 HU0186'
 HU0186'THE STATION IS LOCATED 19.7 FT (6 M) NORTH-NORTHEAST OF THE PHYSICAL
 HU0186'CENTERLINE OF SUSSEX 38 (JEFFERSON RD) AND 83.7 FT (25.5 M) WEST OF
 HU0186'POLE DEC 39120 AND 3 FT (.9 M) BELOW THE LEVEL OF THE ROAD.  SET IN A
 HU0186'DRILL HOLE IN THE WEST END OF THE NORTH CONCRETE HEADWALL OF A 6 FT
 HU0186'(1.8 M) BOX CULVERT UNDER SUSSEX 38 (JEFFERSON ROAD).
 HU0186
 HU0186                          STATION RECOVERY (2008)
 HU0186
 HU0186'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 HU0186'RECOVERED AS DESCRIBED.
 HU0186
 HU0186                          STATION RECOVERY (2012)
 HU0186
 HU0186'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0186'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0747 ***********************************************************************
 HU0747  DESIGNATION -  D 34
 HU0747  PID         -  HU0747
 HU0747  STATE/COUNTY-  DE/SUSSEX
 HU0747  COUNTRY     -  US
 HU0747  USGS QUAD   -  GREENWOOD (2016)
 HU0747
 HU0747                         *CURRENT SURVEY CONTROL
 HU0747  ______________________________________________________________________
 HU0747* NAD 83(1986) POSITION- 38 48 22.91   (N) 075 35 33.14   (W)   HD_HELD1
 HU0747* NAVD 88 ORTHO HEIGHT -    14.600 (meters)       47.90  (feet) ADJUSTED
 HU0747  ______________________________________________________________________
 HU0747  GEOID HEIGHT    -        -35.366 (meters)                     GEOID18
 HU0747  DYNAMIC HEIGHT  -         14.591 (meters)       47.87  (feet) COMP
 HU0747  MODELED GRAVITY -    980,030.9   (mgal)                       NAVD 88
 HU0747  OBS GRAVITY     -    980,027.1   (mgal)                       GRAV_OBS
 HU0747
 HU0747  VERT ORDER      -  FIRST     CLASS I
 HU0747
 HU0747.The horizontal coordinates were determined by differentially corrected
 HU0747.hand held GPS observations or other comparable positioning techniques
 HU0747.and have an estimated accuracy of +/- 3 meters.
 HU0747
 HU0747.The orthometric height was determined by differential leveling and
 HU0747.adjusted by the NATIONAL GEODETIC SURVEY
 HU0747.in June 1991.
 HU0747
 HU0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0747.GEOID18 height accuracy estimate available here.
 HU0747
 HU0747.Click photographs - Photos may exist for this station.
 HU0747
 HU0747.The dynamic height is computed by dividing the NAVD 88
 HU0747.geopotential number by the normal gravity value computed on the
 HU0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0747.degrees latitude (g = 980.6199 gals.).
 HU0747
 HU0747.The modeled gravity was interpolated from observed gravity values.
 HU0747
 HU0747.The observed gravity was obtained from relative gravimeter ties
 HU0747.to the IGSN71 gravity network.
 HU0747
 HU0747;                    North         East    Units  Estimated Accuracy
 HU0747;SPC DE       -    89,524.0     184,723.5     MT  (+/- 3 meters HH1 GPS) 
 HU0747
 HU0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4855195455(NAD 83)
 HU0747
 HU0747                          SUPERSEDED SURVEY CONTROL
 HU0747
 HU0747  NGVD 29 (11/26/84)   14.847  (m)           48.71   (f) ADJUSTED    1 1
 HU0747
 HU0747.Superseded values are not recommended for survey control.
 HU0747
 HU0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0747.See file dsdata.pdf to determine how the superseded data were derived.
 HU0747
 HU0747_MARKER: DB = BENCH MARK DISK
 HU0747_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HU0747_STAMPING: D 34 1963
 HU0747_MARK LOGO: CGS
 HU0747_PROJECTION: RECESSED 3 CENTIMETERS
 HU0747_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 HU0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0747+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2008
 HU0747
 HU0747  HISTORY     - Date     Condition        Report By
 HU0747  HISTORY     - 1963     MONUMENTED       CGS
 HU0747  HISTORY     - 20080915 GOOD             OPUS
 HU0747  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0747
 HU0747                          STATION DESCRIPTION
 HU0747
 HU0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0747'AT GREENWOOD.
 HU0747'AT GREENWOOD, ALONG THE PENNSYLVANIA RAILROAD, 51.5 FEET SOUTH OF
 HU0747'SOUTHEAST CORNER OF THE STATION, 24.3 FEET EAST OF EAST RAIL, 7
 HU0747'FEET WEST OF A 4 1/2-FOOT MAPLE TREE, 1.5 FEET EAST OF A STEEL
 HU0747'WITNESS POST, ABOUT LEVEL WITH TRACK, AND IS A DISK ON A COPPER
 HU0747'COATED STEEL ROD 1 INCH BELOW SURFACE OF GROUND AND PROTECTED BY
 HU0747'A 6-INCH TILE WHICH PROJECTS 4 INCHES.  THE ROD WAS DRIVEN TO A
 HU0747'DEPTH OF 64 FEET.
 HU0747
 HU0747                          STATION RECOVERY (2008)
 HU0747
 HU0747'RECOVERY NOTE BY OPUS SHARED SOLUTIONS 2008 (OPS)
 HU0747'THE MARK IS FOUND ABOUT 7.3 MI (11.7 KM) EAST-SOUTHEAST OF HICKMAN,
 HU0747'4.5 MI (7.2 KM) NORTH OF BRIDGEVILLE AND IN THE TOWN OF GREENWOOD, DE.
 HU0747'AT GREENWOOD, ALONG THE PENNSYLVANIA RAILROAD, 51.5 FEET SOUTH OF
 HU0747'SOUTHEAST CORNER OF THE STATION (NOW AN INSURANCE AGENCY), 24.3 FEET
 HU0747'EAST OF EAST RAIL, ABOUT LEVEL WITH TRACK, AND IS A DISK ON A COPPER
 HU0747'COATED STEEL ROD 1 INCH BELOW SURFACE OF GROUND   THE ROD WAS DRIVEN
 HU0747'TO A DEPTH OF 64 FEET.
 HU0747
 HU0747                          STATION RECOVERY (2013)
 HU0747
 HU0747'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0747'POSSIBLY DESTROYED BY NEW CONSTRUCTION IN AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1348 ***********************************************************************
 JU1348  DESIGNATION -  D 37
 JU1348  PID         -  JU1348
 JU1348  STATE/COUNTY-  DE/KENT
 JU1348  COUNTRY     -  US
 JU1348  USGS QUAD   -  SMYRNA (2016)
 JU1348
 JU1348                         *CURRENT SURVEY CONTROL
 JU1348  ______________________________________________________________________
 JU1348* NAD 83(2011) POSITION- 39 18 22.70616(N) 075 35 14.80106(W)   ADJUSTED
 JU1348* NAD 83(2011) ELLIP HT-   -29.441 (meters)        (12/20/17)   ADJUSTED
 JU1348* NAD 83(2011) EPOCH   -  2010.00
 JU1348* NAVD 88 ORTHO HEIGHT -     4.421 (meters)       14.50  (feet) ADJUSTED
 JU1348  ______________________________________________________________________
 JU1348  GEOID HEIGHT    -        -33.869 (meters)                     GEOID18
 JU1348  NAD 83(2011) X  -  1,230,032.874 (meters)                     COMP
 JU1348  NAD 83(2011) Y  - -4,786,307.300 (meters)                     COMP
 JU1348  NAD 83(2011) Z  -  4,018,668.469 (meters)                     COMP
 JU1348  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 JU1348  DYNAMIC HEIGHT  -          4.419 (meters)       14.50  (feet) COMP
 JU1348  MODELED GRAVITY -    980,109.7   (mgal)                       NAVD 88
 JU1348
 JU1348  VERT ORDER      -  FIRST     CLASS II
 JU1348
 JU1348  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU1348  Standards:
 JU1348         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU1348            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU1348  -------------------------------------------------------------------
 JU1348  NETWORK    0.64   0.65           0.27   0.25   0.33     -0.03812259
 JU1348  -------------------------------------------------------------------
 JU1348  Click here for local accuracies and other accuracy information.
 JU1348
 JU1348.The horizontal coordinates were established by GPS observations
 JU1348.and adjusted by the MASER CONSULTING in December 2017.
 JU1348
 JU1348.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU1348.been affixed to the stable North American tectonic plate. See 
 JU1348.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU1348
 JU1348.The horizontal coordinates are valid at the epoch date displayed above
 JU1348.which is a decimal equivalence of Year/Month/Day.
 JU1348
 JU1348.The orthometric height was determined by differential leveling and
 JU1348.adjusted by the NATIONAL GEODETIC SURVEY
 JU1348.in January 2013.
 JU1348
 JU1348.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1348.GEOID18 height accuracy estimate available here.
 JU1348
 JU1348.Click photographs - Photos may exist for this station.
 JU1348
 JU1348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1348
 JU1348.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1348
 JU1348.The ellipsoidal height was determined by GPS observations
 JU1348.and is referenced to NAD 83.
 JU1348
 JU1348.The dynamic height is computed by dividing the NAVD 88
 JU1348.geopotential number by the normal gravity value computed on the
 JU1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1348.degrees latitude (g = 980.6199 gals.).
 JU1348
 JU1348.The modeled gravity was interpolated from observed gravity values.
 JU1348
 JU1348. The following values were computed from the NAD 83(2011) position.
 JU1348
 JU1348;                    North         East     Units Scale Factor Converg.
 JU1348;SPC DE       -   145,024.891   185,270.176   MT  0.99999767   -0 06 29.5
 JU1348;SPC DE       -   475,802.50    607,840.57   sFT  0.99999767   -0 06 29.5
 JU1348;UTM  18      - 4,350,933.203   449,352.004   MT  0.99963158   -0 22 19.7
 JU1348
 JU1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1348!SPC DE       -   1.00000462  x   0.99999767  =   1.00000229
 JU1348!UTM  18      -   1.00000462  x   0.99963158  =   0.99963620
 JU1348
 JU1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4935250933(NAD 83)
 JU1348
 JU1348                          SUPERSEDED SURVEY CONTROL
 JU1348
 JU1348  NAD 83(1991)-  39 18 22.70315(N)    075 35 14.80162(W) AD(       ) 3
 JU1348  ELLIP H (01/27/92)  -29.429  (m)                       GP(       ) 4 1
 JU1348  NAD 83(1986)-  39 18 22.68933(N)    075 35 14.81508(W) AD(       ) 3
 JU1348  NAD 27      -  39 18 22.28754(N)    075 35 16.08420(W) AD(       ) 3
 JU1348  NAVD 88 (06/15/91)    4.425  (m)           14.52   (f) SUPERSEDED  1 1
 JU1348  NGVD 29               4.66   (m)           15.3    (f) LEVELING    3  
 JU1348  NGVD 29 (11/26/84)    4.664  (m)           15.30   (f) ADJUSTED    1 1
 JU1348
 JU1348.Superseded values are not recommended for survey control.
 JU1348
 JU1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1348.See file dsdata.pdf to determine how the superseded data were derived.
 JU1348
 JU1348_MARKER: DB = BENCH MARK DISK
 JU1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1348_STAMPING: D 37 1963
 JU1348_MARK LOGO: CGS
 JU1348_PROJECTION: PROJECTING 5 CENTIMETERS
 JU1348_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1348+STABILITY: SURFACE MOTION
 JU1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1348+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2012
 JU1348
 JU1348  HISTORY     - Date     Condition        Report By
 JU1348  HISTORY     - 1963     MONUMENTED       CGS
 JU1348  HISTORY     - 1981     GOOD             UDE
 JU1348  HISTORY     - 1988     GOOD             NGS
 JU1348  HISTORY     - 19891013 GOOD             USPSQD
 JU1348  HISTORY     - 20011212 GOOD             NGS
 JU1348  HISTORY     - 20081007 GOOD             DEDT
 JU1348  HISTORY     - 20081008 GOOD             OPUS
 JU1348  HISTORY     - 20111005 GOOD             NGS
 JU1348  HISTORY     - 20120321 GOOD             DELCOS
 JU1348  HISTORY     - 20121009 GOOD             USFWS
 JU1348
 JU1348                          STATION DESCRIPTION
 JU1348
 JU1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1348'1 MI E FROM SMYRNA.
 JU1348'0.95 MILE EAST ALONG STATE HIGHWAY 6 FROM THE INTERSECTION OF
 JU1348'U.S. HIGHWAY 13 AT SMYRNA, ABOUT 0.3 MILE EAST OF THE JUNCTION OF
 JU1348'A BLACK TOP ROAD LEADING NORTHEAST TO SMYRNA LANDING, AT THE
 JU1348'JUNCTION OF A DIRT ROAD LEADING SOUTH TO A SMALL AIRFIELD, 24
 JU1348'FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 28.5 FEET SOUTH OF
 JU1348'CENTERLINE OF HIGHWAY, 20 FEET EAST OF CENTERLINE OF AIRFIELD
 JU1348'ROAD, 26 1/2 FEET WEST OF A 12-INCH APPLE TREE, 6 FEET NORTHEAST
 JU1348'OF A 8-INCH APPLE TREE, 1.5 FEET WEST OF A STEEL WITNESS POST,
 JU1348'ABOUT LEVEL WITH HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 JU1348'PROJECTING 2 INCHES.
 JU1348
 JU1348                          STATION RECOVERY (1981)
 JU1348
 JU1348'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1348'RECOVERED IN GOOD CONDITION.
 JU1348
 JU1348                          STATION RECOVERY (1988)
 JU1348
 JU1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 JU1348'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 JU1348'EAST OF SMYRNA, IN THE SOUTHEAST CORNER OF THE T-JUNCTION OF A
 JU1348'GRAVEL DRIVE LEADING SOUTH TO A SMALL AIRPORT.
 JU1348'OWNERSHIP--DELAWARE STATE HIGHWAY RIGHT-OF-WAY.
 JU1348'
 JU1348'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 13 AND STATE
 JU1348'HIGHWAY 6, COMMERCE STREET, IN SMYRNA, GO EAST FOR
 JU1348'1.5 KM (0.9 MI) ON HIGHWAY 6 TO THE STATION ON THE RIGHT, JUST PAST
 JU1348'THE GRAVEL DRIVE.
 JU1348'
 JU1348'THE STATION IS A STANDARD CGS DISK
 JU1348'STAMPED---D 37 1963---,
 JU1348'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU1348'30 CM IN DIAMETER PROJECTING 5 CM ABOVE GROUND.  LOCATED
 JU1348'8.5 METERS (28.0 FT) SOUTH FROM THE CENTER OF THE HIGHWAY,
 JU1348'54.7 METERS (179.6 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF
 JU1348'THE LARGE METAL HANGAR,
 JU1348'6.7 METERS (22.0 FT) EAST FROM THE CENTER OF THE GRAVEL DRIVE, AND
 JU1348'0.4 METERS (1.3 FT) WEST FROM A METAL WITNESS POST.
 JU1348'
 JU1348'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 JU1348
 JU1348                          STATION RECOVERY (1989)
 JU1348
 JU1348'RECOVERY NOTE BY US POWER SQUADRON 1989 (GSW)
 JU1348'RECOVERED IN GOOD CONDITION.
 JU1348
 JU1348                          STATION RECOVERY (2001)
 JU1348
 JU1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU1348'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU1348
 JU1348                          STATION RECOVERY (2008)
 JU1348
 JU1348'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 JU1348'REFERENCED TREES HAVE BEEN REMOVED FROM UTILITY POLE DEC
 JU1348'73739/JSI75-34, SOUTHERLY (ACROSS RT.6) 18.9 METERS (62.0 FT) FROM
 JU1348'UTILITY POLE DEC 73742/JSI75-35L1, EASTERLY (ALONG RT.6) 764.4 METERS
 JU1348'(233.0 FT).
 JU1348
 JU1348                          STATION RECOVERY (2008)
 JU1348
 JU1348'RECOVERY NOTE BY OPUS SHARED SOLUTIONS 2008 (OPS)
 JU1348'THE MARK IS FOUND ABOUT 5.9 MI (9.4 KM) NORTHWEST OF LEIPSIC, 2.8 MI
 JU1348'(4.4 KM) EAST-NORTHEAST OF CLAYTON AND 1.0 MI (1.7 KM) EAST-NORTHEAST
 JU1348'OF SMYRNA.
 JU1348
 JU1348                          STATION RECOVERY (2011)
 JU1348
 JU1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (DRD)
 JU1348'RECOVERED IN GOOD CONDITION.
 JU1348
 JU1348                          STATION RECOVERY (2012)
 JU1348
 JU1348'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1348'RECOVERED IN GOOD CONDITION.
 JU1348
 JU1348                          STATION RECOVERY (2012)
 JU1348
 JU1348'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2012 (JCW)
 JU1348'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1386 ***********************************************************************
 JU1386  DESIGNATION -  D 39
 JU1386  PID         -  JU1386
 JU1386  STATE/COUNTY-  DE/NEW CASTLE
 JU1386  COUNTRY     -  US
 JU1386  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1386
 JU1386                         *CURRENT SURVEY CONTROL
 JU1386  ______________________________________________________________________
 JU1386* NAD 83(1986) POSITION- 39 42 48.58   (N) 075 34 43.37   (W)   HD_HELD1
 JU1386* NAVD 88 ORTHO HEIGHT -     2.669 (meters)        8.76  (feet) ADJUSTED
 JU1386  ______________________________________________________________________
 JU1386  GEOID HEIGHT    -        -32.970 (meters)                     GEOID18
 JU1386  DYNAMIC HEIGHT  -          2.667 (meters)        8.75  (feet) COMP
 JU1386  MODELED GRAVITY -    980,172.0   (mgal)                       NAVD 88
 JU1386
 JU1386  VERT ORDER      -  FIRST     CLASS I
 JU1386
 JU1386.The horizontal coordinates were determined by differentially corrected
 JU1386.hand held GPS observations or other comparable positioning techniques
 JU1386.and have an estimated accuracy of +/- 3 meters.
 JU1386
 JU1386.The orthometric height was determined by differential leveling and
 JU1386.adjusted by the NATIONAL GEODETIC SURVEY
 JU1386.in June 1991.
 JU1386
 JU1386.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1386.GEOID18 height accuracy estimate available here.
 JU1386
 JU1386.Click photographs - Photos may exist for this station.
 JU1386
 JU1386.The dynamic height is computed by dividing the NAVD 88
 JU1386.geopotential number by the normal gravity value computed on the
 JU1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1386.degrees latitude (g = 980.6199 gals.).
 JU1386
 JU1386.The modeled gravity was interpolated from observed gravity values.
 JU1386
 JU1386;                    North         East    Units  Estimated Accuracy
 JU1386;SPC DE       -   190,231.4     186,104.6     MT  (+/- 3 meters HH1 GPS) 
 JU1386
 JU1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5039596118(NAD 83)
 JU1386
 JU1386                          SUPERSEDED SURVEY CONTROL
 JU1386
 JU1386  NGVD 29 (01/10/92)    2.924  (m)            9.59   (f) ADJUSTED    1 1
 JU1386  NGVD 29 (??/??/87)    2.924  (m)            9.59   (f) SUPERSEDED  1 1
 JU1386
 JU1386.Superseded values are not recommended for survey control.
 JU1386
 JU1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1386.See file dsdata.pdf to determine how the superseded data were derived.
 JU1386
 JU1386_MARKER: DB = BENCH MARK DISK
 JU1386_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1386_SP_SET: BRIDGE ABUTMENT
 JU1386_STAMPING: D 39 1963
 JU1386_MARK LOGO: CGS
 JU1386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1386
 JU1386  HISTORY     - Date     Condition        Report By
 JU1386  HISTORY     - 1963     MONUMENTED       CGS
 JU1386  HISTORY     - 1964     GOOD             CGS
 JU1386  HISTORY     - 1979     GOOD             NGS
 JU1386  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1386
 JU1386                          STATION DESCRIPTION
 JU1386
 JU1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1386'1.3 MI N FROM FARNHURST.
 JU1386'1.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE OVERPASS
 JU1386'OF U.S. HIGHWAYS 13 AND 40 OVER TRACK AT FARNHURST, 0.4 MILE
 JU1386'SOUTH OF BANK SWITCH TOWER, 0.3 MILE NORTH OF MILEPOST 3, SET
 JU1386'ON TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT FOR A
 JU1386'12-FOOT BRIDGE OVER A STREAM, 26 FEET WEST OF WEST RAIL, AND 1
 JU1386'FOOT BELOW LEVEL OF TRACK.
 JU1386
 JU1386                          STATION RECOVERY (1979)
 JU1386
 JU1386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1386'RECOVERED IN GOOD CONDITION.
 JU1386
 JU1386                          STATION RECOVERY (2013)
 JU1386
 JU1386'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1386'AREA IS NOW LOCATED ON THE DELORES J. BAYLOR WOMEN'S CORRECTIONAL
 JU1386'INSTITUTION, WHICH IS GATED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1860 ***********************************************************************
 JU1860  DESIGNATION -  D 40
 JU1860  PID         -  JU1860
 JU1860  STATE/COUNTY-  DE/NEW CASTLE
 JU1860  COUNTRY     -  US
 JU1860  USGS QUAD   -  ELKTON (2016)
 JU1860
 JU1860                         *CURRENT SURVEY CONTROL
 JU1860  ______________________________________________________________________
 JU1860* NAD 83(1986) POSITION- 39 36 15.73   (N) 075 45 11.77   (W)   HD_HELD1
 JU1860* NAVD 88 ORTHO HEIGHT -    18.764 (meters)       61.56  (feet) ADJUSTED
 JU1860  ______________________________________________________________________
 JU1860  GEOID HEIGHT    -        -33.096 (meters)                     GEOID18
 JU1860  DYNAMIC HEIGHT  -         18.755 (meters)       61.53  (feet) COMP
 JU1860  MODELED GRAVITY -    980,159.7   (mgal)                       NAVD 88
 JU1860
 JU1860  VERT ORDER      -  FIRST     CLASS II
 JU1860
 JU1860.The horizontal coordinates were determined by differentially corrected
 JU1860.hand held GPS observations or other comparable positioning techniques
 JU1860.and have an estimated accuracy of +/- 3 meters.
 JU1860
 JU1860.The orthometric height was determined by differential leveling and
 JU1860.adjusted by the NATIONAL GEODETIC SURVEY
 JU1860.in July 2019.
 JU1860
 JU1860.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1860.GEOID18 height accuracy estimate available here.
 JU1860
 JU1860.Click photographs - Photos may exist for this station.
 JU1860
 JU1860.The dynamic height is computed by dividing the NAVD 88
 JU1860.geopotential number by the normal gravity value computed on the
 JU1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1860.degrees latitude (g = 980.6199 gals.).
 JU1860
 JU1860.The modeled gravity was interpolated from observed gravity values.
 JU1860
 JU1860;                    North         East    Units  Estimated Accuracy
 JU1860;SPC DE       -   178,157.1     171,091.1     MT  (+/- 3 meters HH1 GPS) 
 JU1860
 JU1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3533184118(NAD 83)
 JU1860
 JU1860                          SUPERSEDED SURVEY CONTROL
 JU1860
 JU1860  NAVD 88 (06/15/91)   18.798  (m)           61.67   (f) SUPERSEDED  1 1
 JU1860  NGVD 29 (11/26/84)   19.035  (m)           62.45   (f) ADJUSTED    1 1
 JU1860
 JU1860.Superseded values are not recommended for survey control.
 JU1860
 JU1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1860.See file dsdata.pdf to determine how the superseded data were derived.
 JU1860
 JU1860_MARKER: DB = BENCH MARK DISK
 JU1860_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU1860_SP_SET: BOX CULVERT
 JU1860_STAMPING: D 40 1971
 JU1860_MARK LOGO: CGS
 JU1860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1860+STABILITY: SURFACE MOTION
 JU1860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1860+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2015
 JU1860
 JU1860  HISTORY     - Date     Condition        Report By
 JU1860  HISTORY     - 1971     MONUMENTED       NGS
 JU1860  HISTORY     - 1982     GOOD             USPSQD
 JU1860  HISTORY     - 19910216 GOOD             USPSQD
 JU1860  HISTORY     - 20130711 GOOD             DELCOS
 JU1860  HISTORY     - 20140827 GOOD             JMTMD
 JU1860  HISTORY     - 20150511 GOOD             JARICE
 JU1860
 JU1860                          STATION DESCRIPTION
 JU1860
 JU1860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JU1860'0.4 MI W FROM GLASGOW.
 JU1860'ABOUT 0.45 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION
 JU1860'OF STATE HIGHWAY 896 AT GLASGOW, 23 FEET SOUTH OF THE CENTER
 JU1860'LINE OF THE NORTH LANES OF THE HIGHWAY, SET IN THE TOP OF THE
 JU1860'WEST END OF THE SOUTH CONCRETE HEADWALL OF AN 8-FOOT CONCRETE
 JU1860'BOX CULVERT OVER MUDDY RUN AND UNDER THE HIGHWAY, 0.4 FOOT EAST
 JU1860'OF THE WEST END OF THE HEADWALL, 0.4 FOOT WEST OF THE EAST END
 JU1860'OF A GUARDRAIL, AND ABOUT LEVEL WITH THE HIGHWAY.
 JU1860
 JU1860                          STATION RECOVERY (1982)
 JU1860
 JU1860'RECOVERY NOTE BY US POWER SQUADRON 1982
 JU1860'MARK IS BURIED UNDER TWO TO THREE INCHES OF GRAVEL IN A N-S ACCESS
 JU1860'ROADWAY. THE MARK HAS BEEN SOMEWHAT ABRADED, AND BOTH OF THE NUMERALS
 JU1860''8' IN THE STAMPING 832.118ARE NOT READABLE.
 JU1860
 JU1860                          STATION RECOVERY (1991)
 JU1860
 JU1860'RECOVERY NOTE BY US POWER SQUADRON 1991 (TK)
 JU1860'RECOVERED IN GOOD CONDITION.
 JU1860
 JU1860                          STATION RECOVERY (2013)
 JU1860
 JU1860'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1860'RECOVERED IN GOOD CONDITION.
 JU1860
 JU1860                          STATION RECOVERY (2014)
 JU1860
 JU1860'RECOVERY NOTE BY JMT ENGINEERING 2014 (EAS)
 JU1860'RECOVERED IN GOOD CONDITION.
 JU1860
 JU1860                          STATION RECOVERY (2015)
 JU1860
 JU1860'RECOVERY NOTE BY J A RICE INC 2015 (MRA)
 JU1860'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2214 ***********************************************************************
 JU2214  DESIGNATION -  D 41
 JU2214  PID         -  JU2214
 JU2214  STATE/COUNTY-  DE/NEW CASTLE
 JU2214  COUNTRY     -  US
 JU2214  USGS QUAD   -  MARCUS HOOK (2019)
 JU2214
 JU2214                         *CURRENT SURVEY CONTROL
 JU2214  ______________________________________________________________________
 JU2214* NAD 83(1986) POSITION- 39 46 27.6    (N) 075 28 55.5    (W)   HD_HELD2
 JU2214* NAVD 88 ORTHO HEIGHT -     2.732 (meters)        8.96  (feet) ADJUSTED
 JU2214  ______________________________________________________________________
 JU2214  GEOID HEIGHT    -        -32.943 (meters)                     GEOID18
 JU2214  DYNAMIC HEIGHT  -          2.731 (meters)        8.96  (feet) COMP
 JU2214  MODELED GRAVITY -    980,176.4   (mgal)                       NAVD 88
 JU2214
 JU2214  VERT ORDER      -  FIRST     CLASS II
 JU2214
 JU2214.The horizontal coordinates were established by autonomous hand held GPS
 JU2214.observations and have an estimated accuracy of +/- 10 meters.
 JU2214
 JU2214.The orthometric height was determined by differential leveling and
 JU2214.adjusted by the NATIONAL GEODETIC SURVEY
 JU2214.in June 1991.
 JU2214
 JU2214.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2214.GEOID18 height accuracy estimate available here.
 JU2214
 JU2214.Click photographs - Photos may exist for this station.
 JU2214
 JU2214.The dynamic height is computed by dividing the NAVD 88
 JU2214.geopotential number by the normal gravity value computed on the
 JU2214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2214.degrees latitude (g = 980.6199 gals.).
 JU2214
 JU2214.The modeled gravity was interpolated from observed gravity values.
 JU2214
 JU2214;                    North         East    Units  Estimated Accuracy
 JU2214;SPC DE       -   196,976.      194,396.      MT  (+/- 10 meters HH2 GPS)
 JU2214
 JU2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5871402822(NAD 83)
 JU2214
 JU2214                          SUPERSEDED SURVEY CONTROL
 JU2214
 JU2214  NGVD 29 (01/10/92)    3.001  (m)            9.85   (f) ADJUSTED    1 2
 JU2214
 JU2214.Superseded values are not recommended for survey control.
 JU2214
 JU2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2214.See file dsdata.pdf to determine how the superseded data were derived.
 JU2214
 JU2214_MARKER: DV = VERTICAL CONTROL DISK
 JU2214_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2214_STAMPING: D 41 1979
 JU2214_MARK LOGO: NGS
 JU2214_PROJECTION: FLUSH
 JU2214_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2214+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU2214_ROD/PIPE-DEPTH: 3.05 meters
 JU2214
 JU2214  HISTORY     - Date     Condition        Report By
 JU2214  HISTORY     - 1979     MONUMENTED       NGS
 JU2214  HISTORY     - 19960420 GOOD             USPSQD
 JU2214  HISTORY     - 20060318 GOOD             USPSQD
 JU2214  HISTORY     - 20081022 GOOD             DEDT
 JU2214  HISTORY     - 20130711 GOOD             DELCOS
 JU2214
 JU2214                          STATION DESCRIPTION
 JU2214
 JU2214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2214'2.3 MI SW FROM CLAYMONT.
 JU2214'2.3 MILES SOUTHWEST ALONG US HIGHWAY 13 ALTERNATE (GOVERNOR PRINTZ
 JU2214'BOULEVARD) FROM ITS JUNCTION WITH US HIGHWAY 13 IN CLAYMONT, AT THE
 JU2214'BRIDGE OVER STONEY CREEK, 236 FEET SOUTHWEST OF THE SOUTHWEST END OF
 JU2214'THE BRIDGE, 197 FEET SOUTHWEST OF THE NORTHEAST CORNER OF A 5-FOOT
 JU2214'CHAIN LINK FENCE, 103 FEET NORTHEAST OF THE CENTER OF A GATE IN THE
 JU2214'CHAIN LINK FENCE, 31 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE
 JU2214'SOUTHBOUND LANES OF THE HIGHWAY, 11 FEET NORTH OF POWER POLE 50485,
 JU2214'1.5 FEET EAST-SOUTHEAST OF THE FENCE LINE.
 JU2214'THE MARK IS 1 FT  E FROM A WITNESS POST.
 JU2214'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2214
 JU2214                          STATION RECOVERY (1996)
 JU2214
 JU2214'RECOVERY NOTE BY US POWER SQUADRON 1996
 JU2214'RECOVERED IN GOOD CONDITION.
 JU2214
 JU2214                          STATION RECOVERY (2006)
 JU2214
 JU2214'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 JU2214'RECOVERED IN GOOD CONDITION.
 JU2214
 JU2214                          STATION RECOVERY (2008)
 JU2214
 JU2214'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (AOK)
 JU2214'RECOVERED IN GOOD CONDITION.
 JU2214
 JU2214                          STATION RECOVERY (2013)
 JU2214
 JU2214'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU2214'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4132 ***********************************************************************
 JU4132  DESIGNATION -  D 42
 JU4132  PID         -  JU4132
 JU4132  STATE/COUNTY-  DE/NEW CASTLE
 JU4132  COUNTRY     -  US
 JU4132  USGS QUAD   -  NEWARK EAST (2016)
 JU4132
 JU4132                         *CURRENT SURVEY CONTROL
 JU4132  ______________________________________________________________________
 JU4132* NAD 83(1986) POSITION- 39 42 35.76   (N) 075 44 41.13   (W)   HD_HELD1
 JU4132* NAVD 88 ORTHO HEIGHT -    88.518 (meters)      290.41  (feet) ADJUSTED
 JU4132  ______________________________________________________________________
 JU4132  GEOID HEIGHT    -        -32.961 (meters)                     GEOID18
 JU4132  DYNAMIC HEIGHT  -         88.476 (meters)      290.27  (feet) COMP
 JU4132  MODELED GRAVITY -    980,153.5   (mgal)                       NAVD 88
 JU4132
 JU4132  VERT ORDER      -  SECOND    CLASS II
 JU4132
 JU4132.The horizontal coordinates were determined by differentially corrected
 JU4132.hand held GPS observations or other comparable positioning techniques
 JU4132.and have an estimated accuracy of +/- 3 meters.
 JU4132
 JU4132.The orthometric height was determined by differential leveling and
 JU4132.adjusted by the NATIONAL GEODETIC SURVEY
 JU4132.in March 1994.
 JU4132
 JU4132.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4132.GEOID18 height accuracy estimate available here.
 JU4132
 JU4132.Click photographs - Photos may exist for this station.
 JU4132
 JU4132.The dynamic height is computed by dividing the NAVD 88
 JU4132.geopotential number by the normal gravity value computed on the
 JU4132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4132.degrees latitude (g = 980.6199 gals.).
 JU4132
 JU4132.The modeled gravity was interpolated from observed gravity values.
 JU4132
 JU4132;                    North         East    Units  Estimated Accuracy
 JU4132;SPC DE       -   189,874.9     171,864.9     MT  (+/- 3 meters HH1 GPS) 
 JU4132
 JU4132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3615995828(NAD 83)
 JU4132
 JU4132                          SUPERSEDED SURVEY CONTROL
 JU4132
 JU4132.No superseded survey control is available for this station.
 JU4132
 JU4132_MARKER: F = FLANGE-ENCASED ROD
 JU4132_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU4132_STAMPING: D 42 1990
 JU4132_MARK LOGO: NGS
 JU4132_PROJECTION: FLUSH
 JU4132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4132+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2014
 JU4132_ROD/PIPE-DEPTH: 5.6 meters
 JU4132
 JU4132  HISTORY     - Date     Condition        Report By
 JU4132  HISTORY     - 1990     MONUMENTED       NGS
 JU4132  HISTORY     - 20011203 GOOD             NGS
 JU4132  HISTORY     - 20040108 GOOD             GEOMET
 JU4132  HISTORY     - 20130711 GOOD             DELCOS
 JU4132  HISTORY     - 20141120 GOOD             GEOCAC
 JU4132
 JU4132                          STATION DESCRIPTION
 JU4132
 JU4132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JU4132'2.7 KM (1.7 MI) NORTHERLY ALONG PAPER MILL ROAD FROM THE JUNCTION OF
 JU4132'CLEVLAND AVENUE IN NEWARK, 11.4 M (37.4 FT) WEST OF AND LEVEL WITH
 JU4132'THE ROAD CENTERLINE, 9.4 M (30.8 FT) SOUTH OF THE WEST END OF A
 JU4132'18-INCH PIPE CULVERT, 2.6 M (8.5 FT) EAST OF A WITNESS POST AND
 JU4132'FENCE, AND 0.8 M (2.6 FT) SOUTH OF UTILITY POLE NUMBER 43087 42123.
 JU4132'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JU4132
 JU4132                          STATION RECOVERY (2001)
 JU4132
 JU4132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU4132'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU4132
 JU4132                          STATION RECOVERY (2004)
 JU4132
 JU4132'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (BCL)
 JU4132'200'+/- NORTH OF WINTERTHUR LANE
 JU4132
 JU4132                          STATION RECOVERY (2013)
 JU4132
 JU4132'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4132'RECOVERED IN GOOD CONDITION.
 JU4132
 JU4132                          STATION RECOVERY (2014)
 JU4132
 JU4132'RECOVERY NOTE BY GEOCACHING 2014 (NJS)
 JU4132'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DK6533 ***********************************************************************
 DK6533  DESIGNATION -  D 43
 DK6533  PID         -  DK6533
 DK6533  STATE/COUNTY-  DE/SUSSEX
 DK6533  COUNTRY     -  US
 DK6533  USGS QUAD   -  MILTON (2016)
 DK6533
 DK6533                         *CURRENT SURVEY CONTROL
 DK6533  ______________________________________________________________________
 DK6533* NAD 83(1986) POSITION- 38 51 22.     (N) 075 20 33.     (W)   SCALED
 DK6533* NAVD 88 ORTHO HEIGHT -     9.326 (meters)       30.60  (feet) ADJUSTED
 DK6533  ______________________________________________________________________
 DK6533  GEOID HEIGHT    -        -35.452 (meters)                     GEOID18
 DK6533  DYNAMIC HEIGHT  -          9.320 (meters)       30.58  (feet) COMP
 DK6533  MODELED GRAVITY -    980,039.7   (mgal)                       NAVD 88
 DK6533
 DK6533  VERT ORDER      -  SECOND    CLASS II
 DK6533
 DK6533.The horizontal coordinates were scaled from a map and have
 DK6533.an estimated accuracy of +/- 6 seconds.
 DK6533
 DK6533.The orthometric height was determined by differential leveling and
 DK6533.adjusted by the NATIONAL GEODETIC SURVEY
 DK6533.in September 2008.
 DK6533
 DK6533.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6533.GEOID18 height accuracy estimate available here.
 DK6533
 DK6533.Click photographs - Photos may exist for this station.
 DK6533
 DK6533.The dynamic height is computed by dividing the NAVD 88
 DK6533.geopotential number by the normal gravity value computed on the
 DK6533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6533.degrees latitude (g = 980.6199 gals.).
 DK6533
 DK6533.The modeled gravity was interpolated from observed gravity values.
 DK6533
 DK6533;                    North         East    Units  Estimated Accuracy
 DK6533;SPC DE       -    95,030.      206,440.      MT  (+/- 180 meters Scaled)
 DK6533
 DK6533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ702008(NAD 83)
 DK6533
 DK6533                          SUPERSEDED SURVEY CONTROL
 DK6533
 DK6533.No superseded survey control is available for this station.
 DK6533
 DK6533_MARKER: DV = VERTICAL CONTROL DISK
 DK6533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6533_STAMPING: D 43 2004
 DK6533_MARK LOGO: NGS
 DK6533_PROJECTION: FLUSH
 DK6533_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6533+STABILITY: SURFACE MOTION
 DK6533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6533+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 DK6533
 DK6533  HISTORY     - Date     Condition        Report By
 DK6533  HISTORY     - 20041031 MONUMENTED       DEDT
 DK6533  HISTORY     - 20080714 GOOD             DEDT
 DK6533  HISTORY     - 20091031 GOOD             DEDT
 DK6533  HISTORY     - 20120208 GOOD             DELCOS
 DK6533
 DK6533                          STATION DESCRIPTION
 DK6533
 DK6533'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008
 DK6533'THE STATION IS LOCATED IN SUSSEX COUNTY, DELAWARE, IN THE COMMUNITY OF
 DK6533'SLAUGHTER NECK,  5.52 MI (8.88 KM) NORTHEAST OF ELLENDALE, 5.69 MI
 DK6533'(9.16 KM) NORTH-NORTHWEST OF MILTON, AND  6.61 MI (10.64 KM) SOUTHEAST
 DK6533'OF MILFORD. THE STATION IS LOCATED ON DELAWARE DEPARTMENT  OF
 DK6533'TRANSPORTATION RIGHT OF WAY.
 DK6533'
 DK6533'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 1 (COASTAL
 DK6533'HIGHWAY) AND  SUSSEX 215 (SLAUGHTER NECK ROAD) PROCEED 0.7 MI (1.13
 DK6533'KM) WEST TO STATION ON THE LEFT. THE  STATION IS LOCATED ON THE
 DK6533'WESTERLY CORNER OF THE ENTRANCE TO THE DELAWARE SOLID  WASTE AUTHORITY
 DK6533'RECYCLING CENTER. TO REACH THE STATION FROM THE INTERSECTION OF  STATE
 DK6533'ROUTE 30 (CEDAR CREEK ROAD) AND SUSSEX 214 (CUBBAGE POND ROAD), AT
 DK6533'ANDERSONS  CROSSROADS, PROCEED 0.7 MI (1.13 KM) SOUTH-SOUTHEAST ALONG
 DK6533'SUSSEX 214 (CUBBAGE POND  ROAD) TO THE INTERSECTION OF SUSSEX 214
 DK6533'(CUBBAGE POND ROAD) AND SUSSEX 215 (SLAUGHTER  NECK ROAD), THENCE
 DK6533'PROCEED 0.9 MI (1.45 KM) EAST-NORTHEAST ALONG SUSSEX 215 (SLAUGHTER
 DK6533'NECK ROAD)  AND THE STATION ON RIGHT. THE STATION IS LOCATED ON THE
 DK6533'WESTERLY CORNER OF  THE ENTRANCE TO THE DELAWARE SOLID WASTE AUTHORITY
 DK6533'RECYCLING CENTER. THE STATION IS A  BRASS DISK SET IN THE TOP OF A 1
 DK6533'FOOT (30 CM) DIAMETER CONCRETE POST.
 DK6533'
 DK6533'THE STATION IS LOCATED 19.9 FEET (6.07 M) SOUTH-SOUTHEAST OF THE
 DK6533'PHYSICAL CENTERLINE OF  SUSSEX 215 (SLAUGHTER NECK ROAD), 78.0 FEET
 DK6533'(23.77M) WEST-SOUTHWEST OF THE PHYSICAL  CENTERLINE OF THE DOUBLE
 DK6533'ENTRANCE TO THE ANNIE D. YOUNG RECREATION CENTER/DELAWARE  SOLID WASTE
 DK6533'AUTHORITY RECYCLING DEPOT, AND 84.6 FEET (25.79 M) WEST OF A UTILITY
 DK6533'POLE (DEC  52652).
 DK6533
 DK6533                          STATION RECOVERY (2009)
 DK6533
 DK6533'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009 (BRC)
 DK6533'RECOVERED AS DESCRIBED.
 DK6533
 DK6533                          STATION RECOVERY (2012)
 DK6533
 DK6533'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DK6533'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL4507 ***********************************************************************
 DL4507  DESIGNATION -  D 44
 DL4507  PID         -  DL4507
 DL4507  STATE/COUNTY-  DE/SUSSEX
 DL4507  COUNTRY     -  US
 DL4507  USGS QUAD   -  SELBYVILLE (2016)
 DL4507
 DL4507                         *CURRENT SURVEY CONTROL
 DL4507  ______________________________________________________________________
 DL4507* NAD 83(1986) POSITION- 38 27 49.0    (N) 075 10 47.0    (W)   HD_HELD2
 DL4507* NAVD 88 ORTHO HEIGHT -     7.995 (meters)       26.23  (feet) ADJUSTED
 DL4507  ______________________________________________________________________
 DL4507  GEOID HEIGHT    -        -35.861 (meters)                     GEOID18
 DL4507  DYNAMIC HEIGHT  -          7.990 (meters)       26.21  (feet) COMP
 DL4507  MODELED GRAVITY -    980,020.2   (mgal)                       NAVD 88
 DL4507
 DL4507  VERT ORDER      -  SECOND    CLASS II
 DL4507
 DL4507.The horizontal coordinates were established by autonomous hand held GPS
 DL4507.observations and have an estimated accuracy of +/- 10 meters.
 DL4507
 DL4507.The orthometric height was determined by differential leveling and
 DL4507.adjusted by the NATIONAL GEODETIC SURVEY
 DL4507.in October 2009.
 DL4507
 DL4507.No vertical observational check was made to the station.
 DL4507
 DL4507.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4507.GEOID18 height accuracy estimate available here.
 DL4507
 DL4507.Click photographs - Photos may exist for this station.
 DL4507
 DL4507.The dynamic height is computed by dividing the NAVD 88
 DL4507.geopotential number by the normal gravity value computed on the
 DL4507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4507.degrees latitude (g = 980.6199 gals.).
 DL4507
 DL4507.The modeled gravity was interpolated from observed gravity values.
 DL4507
 DL4507;                    North         East    Units  Estimated Accuracy
 DL4507;SPC DE       -    51,488.      220,680.      MT  (+/- 10 meters HH2 GPS)
 DL4507
 DL4507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8432057270(NAD 83)
 DL4507
 DL4507                          SUPERSEDED SURVEY CONTROL
 DL4507
 DL4507.No superseded survey control is available for this station.
 DL4507
 DL4507_MARKER: DV = VERTICAL CONTROL DISK
 DL4507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4507_STAMPING: D 44 2004
 DL4507_MARK LOGO: NGS
 DL4507_PROJECTION: RECESSED 3 CENTIMETERS
 DL4507_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4507+STABILITY: SURFACE MOTION
 DL4507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4507+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2012
 DL4507
 DL4507  HISTORY     - Date     Condition        Report By
 DL4507  HISTORY     - 20041020 MONUMENTED       DEDT
 DL4507  HISTORY     - 20090430 GOOD             DEDT
 DL4507  HISTORY     - 20120213 GOOD             DELCOS
 DL4507
 DL4507                          STATION DESCRIPTION
 DL4507
 DL4507'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009 (BRC)
 DL4507'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHWEST OF BETHANY BEACH,
 DL4507'4.8 MI (7.7 KM) SOUTHEAST OF FRANKFORD AND 2.3 MI (3.7 KM) EAST OF
 DL4507'SELBYVILLE.
 DL4507'
 DL4507'TO REACH THE MARK FROM THE INTERSECTION OF US HIGHWAY 113 (DUPONT
 DL4507'BOULEVARD) AND STATE ROUTE 54 EAST (CEMETERY ROAD) PROCEED 0.5 MI (0.8
 DL4507'KM) NORTHEAST ON STATE ROUTE 54 EAST (CEMETERY ROAD) TO THE THE
 DL4507'INTERSECTION OF STATE ROUTE 54 (CEMETERY ROAD) AND MAIN
 DL4507'STREET(SELBYVILLE), THENCE 0.7 MI (1.1 KM) ON MAIN STREET (SELBYVILLE)
 DL4507'TO THE INTERSECTION OF MAIN STREET (SELBYVILLE) AND STATE ROUTE 54
 DL4507'(LIGHTHOUSE ROAD) THENCE 2.3 MI (3.7 KM) EAST ON STATE ROUTE 54
 DL4507'(LIGHTHOUSE ROAD) TO THE MARK ON THE RIGHT.   TO REACH THE MARK FROM
 DL4507'THE INTERSECTION OF STATE ROUTE 54 (LIGHTHOUSE ROAD) AND STATE ROUTE
 DL4507'20 (ZION CHURCH ROAD) PROCEED 3.8 MI (6.1 KM) WEST ALONG STATE ROUTE
 DL4507'54 (LIGHTHOUSE ROAD) TO THE MARK ON THE RIGHT.  THE MARK IS A BRASS
 DL4507'DISK SET IN THE TOP OF A 1 FT (0.3 M) DIAMETER CONCRETE POST.
 DL4507'
 DL4507'THE MARK IS LOCATED 27.5 FT (8.4 M) SOUTH OF THE PHYSICAL CENTERLINE
 DL4507'OF STATE ROUTE 54, 35.1 FT (10.7 M) EAST-NORTHEAST OF THE SOUTHERLY
 DL4507'END OF A 48 INCH (122 CM) CORRUGATED METAL CROSS ROAD PIPE, AND 18.8
 DL4507'FT (5.7 M) NORTHEAST OF A UTILITY POLE
 DL4507
 DL4507                          STATION RECOVERY (2012)
 DL4507
 DL4507'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL4507'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DM8472 ***********************************************************************
 DM8472  DESIGNATION -  D 47
 DM8472  PID         -  DM8472
 DM8472  STATE/COUNTY-  DE/SUSSEX
 DM8472  COUNTRY     -  US
 DM8472  USGS QUAD   -  MILTON (2016)
 DM8472
 DM8472                         *CURRENT SURVEY CONTROL
 DM8472  ______________________________________________________________________
 DM8472* NAD 83(1986) POSITION- 38 47 19.54   (N) 075 18 24.77   (W)   HD_HELD1
 DM8472* NAVD 88 ORTHO HEIGHT -    11.095 (meters)       36.40  (feet) ADJUSTED
 DM8472  ______________________________________________________________________
 DM8472  GEOID HEIGHT    -        -35.566 (meters)                     GEOID18
 DM8472  DYNAMIC HEIGHT  -         11.088 (meters)       36.38  (feet) COMP
 DM8472  MODELED GRAVITY -    980,034.3   (mgal)                       NAVD 88
 DM8472
 DM8472  VERT ORDER      -  SECOND    CLASS I
 DM8472
 DM8472.The horizontal coordinates were determined by differentially corrected
 DM8472.hand held GPS observations or other comparable positioning techniques
 DM8472.and have an estimated accuracy of +/- 3 meters.
 DM8472
 DM8472.The orthometric height was determined by differential leveling and
 DM8472.adjusted by the NATIONAL GEODETIC SURVEY
 DM8472.in July 2011.
 DM8472
 DM8472.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8472.GEOID18 height accuracy estimate available here.
 DM8472
 DM8472.Click photographs - Photos may exist for this station.
 DM8472
 DM8472.The dynamic height is computed by dividing the NAVD 88
 DM8472.geopotential number by the normal gravity value computed on the
 DM8472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8472.degrees latitude (g = 980.6199 gals.).
 DM8472
 DM8472.The modeled gravity was interpolated from observed gravity values.
 DM8472
 DM8472;                    North         East    Units  Estimated Accuracy
 DM8472;SPC DE       -    87,560.9     209,538.5     MT  (+/- 3 meters HH1 GPS) 
 DM8472
 DM8472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7334793380(NAD 83)
 DM8472
 DM8472                          SUPERSEDED SURVEY CONTROL
 DM8472
 DM8472.No superseded survey control is available for this station.
 DM8472
 DM8472_MARKER: DD = SURVEY DISK
 DM8472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8472_STAMPING: D 47 2010
 DM8472_MARK LOGO: DEDT
 DM8472_PROJECTION: FLUSH
 DM8472_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8472+STABILITY: SURFACE MOTION
 DM8472
 DM8472  HISTORY     - Date     Condition        Report By
 DM8472  HISTORY     - 20100506 MONUMENTED       DEDT
 DM8472
 DM8472                          STATION DESCRIPTION
 DM8472
 DM8472'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (BRC)
 DM8472'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST-SOUTHEAST OF
 DM8472'ELLENDALE, 4.6 MI (7.4 KM) NORTH-NORTHWEST OF HARBESON AND 0.8 MI (1.3
 DM8472'KM) NORTH-NORTHEAST OF MILTON.
 DM8472'
 DM8472'TO REACH FROM THE INTERSECTION OF STATE ROUTE 1 (COASTAL HWY) AND
 DM8472'STATE ROUTE 16 (BROADKILL ROAD) PROCEED WESTERLY 2.2 MI (3.5 KM) TO
 DM8472'THE MARK ON THE LEFT.
 DM8472'
 DM8472'IT IS LOCATED ON THE SOUTHEAST CORNER OF THE INTERSECTION OF STATE
 DM8472'ROUTE 16 (BROADKILL ROAD) AND SUSSEX 22A (COUNTRY ROAD).
 DM8472'
 DM8472'THE MARK IS 32.9 FT (10.0 M) SOUTH OF THE CENTERLINE OF STATE ROUTE 16
 DM8472'(BROADKILL ROAD), 79 FT (24.1 M) WEST OF A UTILITY POLE
 DM8472'(DEC55292/08511), 52.7 FT (16.1 M) NORTH-NORTHEAST OF A UTILITY POLE
 DM8472'(DEC552801/08508) AND 66.4 FT (20.2 M) EAST OF A 24 INCH (61 CM) CEDAR
 DM8472'LOCATED IN UNNAMED CEMETERY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2827 ***********************************************************************
 HU2827  DESIGNATION -  D 8 RESET
 HU2827  PID         -  HU2827
 HU2827  STATE/COUNTY-  DE/SUSSEX
 HU2827  COUNTRY     -  US
 HU2827  USGS QUAD   -  LAUREL (2016)
 HU2827
 HU2827                         *CURRENT SURVEY CONTROL
 HU2827  ______________________________________________________________________
 HU2827* NAD 83(1986) POSITION- 38 32 39.     (N) 075 30 09.     (W)   SCALED
 HU2827* NAVD 88 ORTHO HEIGHT -     9.46  (meters)       31.0   (feet) RESET
 HU2827  ______________________________________________________________________
 HU2827  GEOID HEIGHT    -        -35.701 (meters)                     GEOID18
 HU2827  VERT ORDER      -  THIRD
 HU2827
 HU2827.The horizontal coordinates were scaled from a map and have
 HU2827.an estimated accuracy of +/- 6 seconds.
 HU2827
 HU2827.The orthometric height was computed from unverified reset data.
 HU2827
 HU2827.No vertical observational check was made to the station.
 HU2827
 HU2827.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2827.GEOID18 height accuracy estimate available here.
 HU2827
 HU2827.Click photographs - Photos may exist for this station.
 HU2827
 HU2827;                    North         East    Units  Estimated Accuracy
 HU2827;SPC DE       -    60,410.      192,520.      MT  (+/- 180 meters Scaled)
 HU2827
 HU2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH562663(NAD 83)
 HU2827
 HU2827                          SUPERSEDED SURVEY CONTROL
 HU2827
 HU2827  NGVD 29 (05/17/01)    9.70   (m)           31.8    (f) RESET       3  
 HU2827
 HU2827.Superseded values are not recommended for survey control.
 HU2827
 HU2827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2827.See file dsdata.pdf to determine how the superseded data were derived.
 HU2827
 HU2827_MARKER: DV = VERTICAL CONTROL DISK
 HU2827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2827_STAMPING: D 8 RESET 1986
 HU2827_MARK LOGO: NGS
 HU2827_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2827+STABILITY: SURFACE MOTION
 HU2827
 HU2827  HISTORY     - Date     Condition        Report By
 HU2827  HISTORY     - 1986     MONUMENTED       DEDHT
 HU2827  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU2827
 HU2827                          STATION DESCRIPTION
 HU2827
 HU2827'DESCRIBED BY DE DEPT OF HIGHWAYS 1986
 HU2827'3.2 MILES (5.1 KM) EAST ALONG STATE HIGHWAY 24 FROM THE INTERSECTION
 HU2827'OF HIGHWAY 24 WITH HIGHWAY 13 IN LAUREL, ON THE NORTHWEST SIDE OF
 HU2827'BRIDGE NUMBER 315, 262.5 FEET (80.0 M) EAST OF THE CENTERLINE OF
 HU2827'SECONDARY ROAD 463 (BLACKTOP), 20 FEET (6.1 M) NORTH OF THE
 HU2827'CENTERLINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE ROADWAY.
 HU2827
 HU2827                          STATION RECOVERY (2013)
 HU2827
 HU2827'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU2827'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1406 ***********************************************************************
 HU1406  DESIGNATION -  DAGSBORO DEL POWER S STACK
 HU1406  PID         -  HU1406
 HU1406  STATE/COUNTY-  DE/SUSSEX
 HU1406  COUNTRY     -  US
 HU1406  USGS QUAD   -  FRANKFORD (2016)
 HU1406
 HU1406                         *CURRENT SURVEY CONTROL
 HU1406  ______________________________________________________________________
 HU1406* NAD 83(1991) POSITION- 38 35 09.34586(N) 075 14 05.77901(W)   ADJUSTED
 HU1406  ______________________________________________________________________
 HU1406  GEOID HEIGHT    -        -35.751 (meters)                     GEOID18
 HU1406  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 HU1406  HORZ ORDER      -  THIRD
 HU1406
 HU1406.The horizontal coordinates were established by classical geodetic methods
 HU1406.and adjusted by the National Geodetic Survey in January 1992.
 HU1406
 HU1406.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1406.GEOID18 height accuracy estimate available here.
 HU1406
 HU1406.Click photographs - Photos may exist for this station.
 HU1406
 HU1406.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1406
 HU1406. The following values were computed from the NAD 83(1991) position.
 HU1406
 HU1406;                    North         East     Units Scale Factor Converg.
 HU1406;SPC DE       -    65,054.689   215,833.716   MT  0.99999809   +0 06 48.0
 HU1406;SPC DE       -   213,433.59    708,114.45   sFT  0.99999809   +0 06 48.0
 HU1406;UTM  18      - 4,270,854.522   479,538.201   MT  0.99960516   -0 08 47.5
 HU1406
 HU1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7953870854(NAD 83)
 HU1406
 HU1406                          SUPERSEDED SURVEY CONTROL
 HU1406
 HU1406  NAD 83(1986)-  38 35 09.33409(N)    075 14 05.79628(W) AD(       ) 3
 HU1406  NAD 27      -  38 35 08.93252(N)    075 14 07.10583(W) AD(       ) 3
 HU1406
 HU1406.Superseded values are not recommended for survey control.
 HU1406
 HU1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1406.See file dsdata.pdf to determine how the superseded data were derived.
 HU1406
 HU1406_MARKER: 63 = STACK
 HU1406
 HU1406  HISTORY     - Date     Condition        Report By
 HU1406  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1406  HISTORY     - 1970     GOOD             NGS
 HU1406
 HU1406                          STATION DESCRIPTION
 HU1406
 HU1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1406'THE STATION IS LOCATED 2-1/2 MILES NORTH OF DAGSBORO DELAWARE,
 HU1406'AT THE END OF ST. RT. 332 ON THE INDIAN RIVER.  IT IS BRICK
 HU1406'WITH CONCRETE ON THE OUTSIDE, AND 220 FEET ABOVE THE GROUND
 HU1406'AND GRAY IN COLOR.  IT HAS RED LIGHTS AROUND THE TOP.  THE
 HU1406'NORTH AND SOUTH STACKS ARE ON THE SAME BUILDING.  THE
 HU1406'INTERSECTING POINT WAS THE TOP CENTER.
 HU1406
 HU1406                          STATION RECOVERY (1970)
 HU1406
 HU1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1406'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 HU1406'IS ADEQUATE.
 HU1406'
 HU1406'NOTE--THIS STACK IS NOT TO BE CONFUSED WITH A NEW STACK ON THE
 HU1406'SAME BUILDING WHICH IS 395 FEET HIGH AND BUILT IN 1968.
 HU1406'
 HU1406'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1406'2.5 MILES N OF DAGSBORO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1407 ***********************************************************************
 HU1407  DESIGNATION -  DAGSBORO DEL POWER N STACK
 HU1407  PID         -  HU1407
 HU1407  STATE/COUNTY-  DE/SUSSEX
 HU1407  COUNTRY     -  US
 HU1407  USGS QUAD   -  FRANKFORD (2016)
 HU1407
 HU1407                         *CURRENT SURVEY CONTROL
 HU1407  ______________________________________________________________________
 HU1407* NAD 83(1991) POSITION- 38 35 09.98023(N) 075 14 05.77771(W)   ADJUSTED
 HU1407  ______________________________________________________________________
 HU1407  GEOID HEIGHT    -        -35.751 (meters)                     GEOID18
 HU1407  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 HU1407  HORZ ORDER      -  THIRD
 HU1407
 HU1407.The horizontal coordinates were established by classical geodetic methods
 HU1407.and adjusted by the National Geodetic Survey in January 1992.
 HU1407
 HU1407.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1407.GEOID18 height accuracy estimate available here.
 HU1407
 HU1407.Click photographs - Photos may exist for this station.
 HU1407
 HU1407.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1407
 HU1407. The following values were computed from the NAD 83(1991) position.
 HU1407
 HU1407;                    North         East     Units Scale Factor Converg.
 HU1407;SPC DE       -    65,074.250   215,833.709   MT  0.99999809   +0 06 48.0
 HU1407;SPC DE       -   213,497.77    708,114.43   sFT  0.99999809   +0 06 48.0
 HU1407;UTM  18      - 4,270,874.075   479,538.283   MT  0.99960516   -0 08 47.5
 HU1407
 HU1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7953870874(NAD 83)
 HU1407
 HU1407                          SUPERSEDED SURVEY CONTROL
 HU1407
 HU1407  NAD 83(1986)-  38 35 09.96841(N)    075 14 05.79504(W) AD(       ) 3
 HU1407  NAD 27      -  38 35 09.56696(N)    075 14 07.10448(W) AD(       ) 3
 HU1407
 HU1407.Superseded values are not recommended for survey control.
 HU1407
 HU1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1407.See file dsdata.pdf to determine how the superseded data were derived.
 HU1407
 HU1407_MARKER: 63 = STACK
 HU1407
 HU1407  HISTORY     - Date     Condition        Report By
 HU1407  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1407  HISTORY     - 1970     GOOD             NGS
 HU1407
 HU1407                          STATION DESCRIPTION
 HU1407
 HU1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1407'THE STATION IS LOCATED 2-1/2 MILES NORTH OF DAGSBORO DELAWARE,
 HU1407'AT THE END OF ST. RT. 332 ON THE INDIAN RIVER.  IT IS BRICK
 HU1407'WITH CONCRETE ON THE OUTSIDE, AND 220 FEET ABOVE THE GROUND
 HU1407'AND GRAY IN COLOR.  IT HAS RED LIGHTS AROUND THE TOP.  THE
 HU1407'NORTH AND SOUTH STACKS ARE ON THE SAME BUILDING.  THE
 HU1407'INTERSECTING POINT WAS THE TOP CENTER.
 HU1407
 HU1407                          STATION RECOVERY (1970)
 HU1407
 HU1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1407'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 HU1407'ADEQUATE.
 HU1407'
 HU1407'NOTE--THIS STACK IS NOT TO BE CONFUSED WITH A NEW STACK
 HU1407'ON THE SAME BUILDING WHICH IS 395 FEET HIGH AND BUILT IN 1968.
 HU1407'
 HU1407'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1407'2.5 MILES N OF DAGSBORO.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1441 ***********************************************************************
 HU1441  DESIGNATION -  DAISY MARSH 2
 HU1441  PID         -  HU1441
 HU1441  STATE/COUNTY-  DE/SUSSEX
 HU1441  COUNTRY     -  US
 HU1441  USGS QUAD   -  ASSAWOMAN BAY (2016)
 HU1441
 HU1441                         *CURRENT SURVEY CONTROL
 HU1441  ______________________________________________________________________
 HU1441* NAD 83(1991) POSITION- 38 29 23.15150(N) 075 03 02.64308(W)   ADJUSTED
 HU1441* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 HU1441  ______________________________________________________________________
 HU1441  GEOID HEIGHT    -        -35.873 (meters)                     GEOID18
 HU1441  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 HU1441  HORZ ORDER      -  THIRD
 HU1441
 HU1441.The horizontal coordinates were established by classical geodetic methods
 HU1441.and adjusted by the National Geodetic Survey in January 1992.
 HU1441
 HU1441.The orthometric height was scaled from a topographic map.
 HU1441
 HU1441.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1441.GEOID18 height accuracy estimate available here.
 HU1441
 HU1441.Click photographs - Photos may exist for this station.
 HU1441
 HU1441.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1441
 HU1441. The following values were computed from the NAD 83(1991) position.
 HU1441
 HU1441;                    North         East     Units Scale Factor Converg.
 HU1441;SPC DE       -    54,427.565   231,925.709   MT  1.00000755   +0 13 39.9
 HU1441;SPC DE       -   178,567.77    760,909.60   sFT  1.00000755   +0 13 39.9
 HU1441;UTM  18      - 4,260,158.878   495,575.461   MT  0.99960024   -0 01 53.7
 HU1441
 HU1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1441!SPC DE       -   1.00000520  x   1.00000755  =   1.00001275
 HU1441!UTM  18      -   1.00000520  x   0.99960024  =   0.99960543
 HU1441
 HU1441:                Primary Azimuth Mark                     Grid Az
 HU1441:SPC DE       -  FENWICK ID LSS TWR                       179 55 49.2
 HU1441:UTM  18      -  FENWICK ID LSS TWR                       180 11 22.8
 HU1441
 HU1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9557560158(NAD 83)
 HU1441
 HU1441|---------------------------------------------------------------------|
 HU1441| PID    Reference Object                     Distance      Geod. Az  |
 HU1441|                                                           dddmmss.s |
 HU1441| HU1486 FENWICK ID LSS TWR                  APPROX. 1.6 KM 1800929.1 |
 HU1441| HU1451 BENNETTS EAST CHIMNEY               APPROX. 3.9 KM 2000747.4 |
 HU1441| HU1391 JOHN TUNNELS HOUSE CHIMNEY          APPROX. 3.7 KM 3250355.9 |
 HU1441| HU1398 AUDITORIUM CENTER OF BUILDING       APPROX. 5.5 KM 3531032.2 |
 HU1441|---------------------------------------------------------------------|
 HU1441
 HU1441                          SUPERSEDED SURVEY CONTROL
 HU1441
 HU1441  NAD 83(1986)-  38 29 23.13300(N)    075 03 02.66460(W) AD(       ) 3
 HU1441  NAD 27      -  38 29 22.73550(N)    075 03 04.01525(W) AD(       ) 3
 HU1441  USSD        -  38 29 23.02400(N)    075 03 03.77600(W) AD(       ) 3
 HU1441
 HU1441.Superseded values are not recommended for survey control.
 HU1441
 HU1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1441.See file dsdata.pdf to determine how the superseded data were derived.
 HU1441
 HU1441_MARKER: DS = TRIANGULATION STATION DISK
 HU1441_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HU1441_MARK LOGO: CGS
 HU1441_PROJECTION: FLUSH
 HU1441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1441
 HU1441  HISTORY     - Date     Condition        Report By
 HU1441  HISTORY     - 1909     MONUMENTED       CGS
 HU1441  HISTORY     - 1920     MARK NOT FOUND   CGS
 HU1441
 HU1441                          STATION DESCRIPTION
 HU1441
 HU1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (ES)
 HU1441'THIS STATION IS ON A VERY PROMINENT SAND HILL N OF FENWICK
 HU1441'LIFE SAVING STATION.  IT IS JUST BACK OF A POINT OF MARSH
 HU1441'PROJECTING INTO LITTLE ASSAWOMAN BAY.
 HU1441'
 HU1441'STATION IS MARKED WITH A 1-INCH GALVANIZED-IRON PIPE IN
 HU1441'WHICH IS SET ONE OF THE COPPER TRIANGULATION MARKS.  THE PIPE
 HU1441'IS 8 FEET LONG AND 4 FEET OF IT IS SET IN CEMENT.
 HU1441'
 HU1441'IT IS QUITE USELESS TO PUT IN ANY REFERENCE MARKS.  SO LONG
 HU1441'AS THE SAND HILL REMAINS IT WILL BE EASILY FOUND.  TO THE N
 HU1441'OF IT ARE THE REMAINS OF TWO OLD WRECKS AND SE WAY UP ON THE
 HU1441'SAND ARE THE REMAINS OF ANOTHER WRECK.
 HU1441
 HU1441                          STATION RECOVERY (1920)
 HU1441
 HU1441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920 (OWF)
 HU1441'WASHED AND BLOWN OUT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1415 ***********************************************************************
 HU1415  DESIGNATION -  DARK TWO STORY HOUSE SW GABLE
 HU1415  PID         -  HU1415
 HU1415  STATE/COUNTY-  DE/SUSSEX
 HU1415  COUNTRY     -  US
 HU1415  USGS QUAD   -  FRANKFORD (2016)
 HU1415
 HU1415                         *CURRENT SURVEY CONTROL
 HU1415  ______________________________________________________________________
 HU1415* NAD 83(1991) POSITION- 38 35 34.52897(N) 075 11 17.70298(W)   ADJUSTED
 HU1415  ______________________________________________________________________
 HU1415  GEOID HEIGHT    -        -35.748 (meters)                     GEOID18
 HU1415  LAPLACE CORR    -         -0.00  (seconds)                    DEFLEC18
 HU1415  HORZ ORDER      -  THIRD
 HU1415
 HU1415.The horizontal coordinates were established by classical geodetic methods
 HU1415.and adjusted by the National Geodetic Survey in January 1992.
 HU1415
 HU1415.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1415.GEOID18 height accuracy estimate available here.
 HU1415
 HU1415.Click photographs - Photos may exist for this station.
 HU1415
 HU1415.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1415
 HU1415. The following values were computed from the NAD 83(1991) position.
 HU1415
 HU1415;                    North         East     Units Scale Factor Converg.
 HU1415;SPC DE       -    65,840.300   219,899.632   MT  0.99999987   +0 08 32.9
 HU1415;SPC DE       -   216,011.05    721,454.04   sFT  0.99999987   +0 08 32.9
 HU1415;UTM  18      - 4,271,621.380   483,606.033   MT  0.99960331   -0 07 02.7
 HU1415
 HU1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8360671621(NAD 83)
 HU1415
 HU1415                          SUPERSEDED SURVEY CONTROL
 HU1415
 HU1415  NAD 83(1986)-  38 35 34.51565(N)    075 11 17.71937(W) AD(       ) 3
 HU1415  NAD 27      -  38 35 34.11000(N)    075 11 19.06000(W) AD(       ) 3
 HU1415
 HU1415.Superseded values are not recommended for survey control.
 HU1415
 HU1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1415.See file dsdata.pdf to determine how the superseded data were derived.
 HU1415
 HU1415_MARKER: 81 = GABLE
 HU1415
 HU1415  HISTORY     - Date     Condition        Report By
 HU1415  HISTORY     - 1934     FIRST OBSERVED   CGS
 HU1415  HISTORY     - 1943     GOOD             CGS
 HU1415  HISTORY     - 1961     GOOD             CGS
 HU1415
 HU1415                          STATION DESCRIPTION
 HU1415
 HU1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1415'RECOVERED IN GOOD CONDITION.  THE STATION IS THE SW GABLE OF A
 HU1415'DARK, SHINGLED, TWO-STORY HOUSE KNOWN AS THE HAWKS NEST AND
 HU1415'LOCATED ON A POINT ABOUT 0.9 MILE W OF OAK GROVE, ON THE N SHORE
 HU1415'OF INDIAN RIVER.
 HU1415
 HU1415                          STATION RECOVERY (1961)
 HU1415
 HU1415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 HU1415'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1691 ***********************************************************************
 HU1691  DESIGNATION -  DAVISON
 HU1691  PID         -  HU1691
 HU1691  STATE/COUNTY-  DE/SUSSEX
 HU1691  COUNTRY     -  US
 HU1691  USGS QUAD   -  PITTSVILLE (2016)
 HU1691
 HU1691                         *CURRENT SURVEY CONTROL
 HU1691  ______________________________________________________________________
 HU1691* NAD 83(1991) POSITION- 38 28 12.37462(N) 075 29 14.40606(W)   ADJUSTED
 HU1691* NAVD 88 ORTHO HEIGHT -    17.    (meters)       56.    (feet) SCALED
 HU1691  ______________________________________________________________________
 HU1691  GEOID HEIGHT    -        -35.766 (meters)                     GEOID18
 HU1691  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 HU1691  HORZ ORDER      -  SECOND
 HU1691
 HU1691.The horizontal coordinates were established by classical geodetic methods
 HU1691.and adjusted by the National Geodetic Survey in January 1992.
 HU1691
 HU1691.The orthometric height was scaled from a topographic map.
 HU1691
 HU1691.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1691.GEOID18 height accuracy estimate available here.
 HU1691
 HU1691.Click photographs - Photos may exist for this station.
 HU1691
 HU1691.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1691
 HU1691. The following values were computed from the NAD 83(1991) position.
 HU1691
 HU1691;                    North         East     Units Scale Factor Converg.
 HU1691;SPC DE       -    52,184.093   193,832.888   MT  0.99999547   -0 02 38.3
 HU1691;SPC DE       -   171,207.31    635,933.40   sFT  0.99999547   -0 02 38.3
 HU1691;SPC MD       -    90,278.444   531,999.102   MT  0.99997476   +0 56 57.8
 HU1691;SPC MD       -   296,188.53  1,745,400.39   sFT  0.99997476   +0 56 57.8
 HU1691;UTM  18      - 4,258,088.611   457,487.747   MT  0.99962226   -0 18 11.4
 HU1691
 HU1691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1691!SPC DE       -   1.00000298  x   0.99999547  =   0.99999845
 HU1691!SPC MD       -   1.00000298  x   0.99997476  =   0.99997774
 HU1691!UTM  18      -   1.00000298  x   0.99962226  =   0.99962524
 HU1691
 HU1691:                Primary Azimuth Mark                     Grid Az
 HU1691:SPC DE       -  DAVISON RM 3                             251 00 05.3
 HU1691:SPC MD       -  DAVISON RM 3                             250 00 29.2
 HU1691:UTM  18      -  DAVISON RM 3                             251 15 38.4
 HU1691
 HU1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5748758088(NAD 83)
 HU1691
 HU1691|---------------------------------------------------------------------|
 HU1691| PID    Reference Object                     Distance      Geod. Az  |
 HU1691|                                                           dddmmss.s |
 HU1691| DC7204 DAVISON RM 1                         34.430 METERS 12006     |
 HU1691| DC7205 DAVISON RM 2                         38.950 METERS 19600     |
 HU1691| DC7206 DAVISON RM 3                                       2505727.0 |
 HU1691| HU1711 DELMAR STANDPIPE                    APPROX. 7.8 KM 2625012.1 |
 HU1691| HU2008 LAUREL WEST POWER LINE TOWER        APPROX.12.7 KM 3194324.2 |
 HU1691| HU2009 LAUREL EAST POWER LINE TOWER        APPROX.12.8 KM 3202131.6 |
 HU1691| HU2007 LAUREL WATER TANK                   APPROX.11.8 KM 3211837.2 |
 HU1691| HU2006 LAUREL MARVIL PACKING TANK          APPROX.12.5 KM 3230945.3 |
 HU1691|---------------------------------------------------------------------|
 HU1691
 HU1691                          SUPERSEDED SURVEY CONTROL
 HU1691
 HU1691  NAD 83(1986)-  38 28 12.36606(N)    075 29 14.42805(W) AD(       ) 2
 HU1691  NAD 27      -  38 28 11.94900(N)    075 29 15.71300(W) AD(       ) 2
 HU1691
 HU1691.Superseded values are not recommended for survey control.
 HU1691
 HU1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1691.See file dsdata.pdf to determine how the superseded data were derived.
 HU1691
 HU1691_MARKER: DS = TRIANGULATION STATION DISK
 HU1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1691_STAMPING: DAVIDSON 1934
 HU1691_MARK LOGO: CGS
 HU1691_PROJECTION: PROJECTING 15 CENTIMETERS
 HU1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1691+STABILITY: SURFACE MOTION
 HU1691
 HU1691  HISTORY     - Date     Condition        Report By
 HU1691  HISTORY     - 1934     MONUMENTED       CGS
 HU1691  HISTORY     - 1942     GOOD             CGS
 HU1691  HISTORY     - 1953     SEE DESCRIPTION  USGS
 HU1691
 HU1691                          STATION DESCRIPTION
 HU1691
 HU1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 HU1691'THE SECOND-ORDER STATION IS ON THE PROPERTY OF MRS. EMILY
 HU1691'DAVISON, ON A KNOLL APPROXIMATELY 0.15 MILE E OF MRS. DAVISONS
 HU1691'HOME, AT THE E SIDE OF AN UNCULTIVATED FIELD, 104.8 FEET SW
 HU1691'OF A 12-INCH BLACK GUM TREE, 93.8 FEET N OF THE CENTER LINE
 HU1691'OF A DIRT ROAD, AND 85.9 FEET NNW OF TELEPHONE POLE NO.20.  THE
 HU1691'MARK PROJECTS 6 INCHES ABOVE GROUND AND IS STAMPED DAVISON 1934.
 HU1691'
 HU1691'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 HU1691'DISKS SET IN CONCRETE, AS DESCRIBED.
 HU1691'
 HU1691'REFERENCE MARK NO.1 IS 112.96 FEET SW OF THE STATION, 174.5
 HU1691'FEET SW OF THE W SIDE OF A BRIDGE, AND 15 FEET SE OF THE CENTER
 HU1691'LINE OF A DIRT ROAD.  THE MARK PROJECTS 6 INCHES ABOVE GROUND
 HU1691'AND IS STAMPED DAVISON NO 1 1934.
 HU1691'
 HU1691'REFERENCE MARK NO.2 IS 127.79 FEET SW OF THE STATION, 18.6 FEET
 HU1691'NNW OF THE CENTER LINE OF A DIRT ROAD, AND 3 FEET NW OF TELEPHONE
 HU1691'POLE NO.19.  THE MARK PROJECTS 6 INCHES ABOVE GROUND AND IS
 HU1691'STAMPED DAVISON NO 2 1934.
 HU1691'
 HU1691'REFERENCE MARK NO.3, THE AZIMUTH MARK, IS APPROXIMATELY 0.2
 HU1691'MILE W OF THE STATION, 4 PACES N OF THE CENTER LINE OF A ROAD,
 HU1691'AND 1 PACE E OF TELEPHONE POLE NO.11.  THE MARK PROJECTS 6 INCHES
 HU1691'ABOVE GROUND AND IS STAMPED DAVISON NO 3 1934.
 HU1691'
 HU1691'TO REACH THE STATION FROM DELMAR, TURN RIGHT WHERE U.S. HIGHWAY
 HU1691'13 TURNS LEFT ON THE MAIN STREET IN DELMAR (ESSO SERVICE STATION
 HU1691'ON SW ANGLE) FOLLOW CONCRETE ROAD AND TAR ROAD FOR ABOUT 3.7
 HU1691'MILES TO A Y-ROAD NE AND POLE NO.87, TURN LEFT (NE) ON A LOOSE
 HU1691'ROCK ROAD FOR ABOUT 1.5 MILES TO A T-ROAD WITH A LINE OF
 HU1691'TELEPHONE POLES ON THE N SIDE, TURN RIGHT (E) ON A DIRT ROAD FOR
 HU1691'ABOUT 0.4 MILE TO MRS. EMILY DAVISONS HOME AND 0.2 MILE BEYOND
 HU1691'TO THE STATION.
 HU1691'
 HU1691'A 103-FOOT TOWER WILL CLEAR ALL LINES OBSERVED.
 HU1691
 HU1691                          STATION RECOVERY (1942)
 HU1691
 HU1691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HU1691'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE
 HU1691'DESCRIPTION.
 HU1691'
 HU1691'(1) DELETE PROPERTY OF MRS. EMILY DAVISON.  PROPERTY NOW
 HU1691'BELONGS TO MR. RAY BURTON.
 HU1691'
 HU1691'(2) DELETE MRS. DAVISONS HOME.  HOUSE NOW DESTROYED.
 HU1691'
 HU1691'(3) DELETE SW FOR REFERENCE MARK NO.1.  THE CORRECT DIRECTION
 HU1691'BEING SE.
 HU1691'
 HU1691'(4) DELETE LOOSE ROCK ROAD.  THE ROAD IS NOW A TAR ROAD.
 HU1691'
 HU1691'THE SECOND-ORDER STATION IS ON THE PROPERTY OF RAY BURTON,
 HU1691'ON A KNOLL W OF SAND PIT, AT THE E SIDE OF AN UNCULTIVATED FIELD,
 HU1691'104.8 FEET SW OF A 12-INCH BLACK GUM TREE, 93.8 FEET N OF THE
 HU1691'CENTER LINE OF A DIRT ROAD, AND 85.9 FEET NNW OF TELEPHONE POLE
 HU1691'NO.20.  THE STATION IS A BRONZE DISK, STAMPED DAVISON 1934,
 HU1691'SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, WHICH EXTENDS
 HU1691'2 INCHES ABOVE THE GROUND.  THE STATION IS IN GOOD CONDITION.
 HU1691'
 HU1691'REFERENCE MARK NO.1 IS 112.90 FEET SE OF THE STATION, 148.46
 HU1691'FEET SE OF REFERENCE MARK NO.2, 171.5 FEET SW OF THE W SIDE OF A
 HU1691'BRIDGE, AND 15.0 FEET SE OF THE CENTER LINE OF A DIRT ROAD.  THE
 HU1691'MARK IS A BRONZE DISK, WITH THE ARROW POINTING TOWARD THE STATION,
 HU1691'STAMPED DAVISON NO.1, 1934, SET IN TOP OF A 12-INCH SQUARE
 HU1691'CONCRETE MONUMENT, WHICH EXTENDS 2 INCHES ABOVE THE GROUND.  THE
 HU1691'MARK IS IN GOOD CONDITION.
 HU1691'
 HU1691'REFERENCE MARK NO.2 IS 127.77 FEET SW OF THE STATION, 18.6
 HU1691'FEET NNW OF THE CENTER LINE OF A DIRT ROAD, AND 3 FEET NW OF
 HU1691'TELEPHONE POLE NO.19.  THE MARK IS A BRONZE DISK, WITH THE ARROW
 HU1691'POINTING TOWARD THE STATION, STAMPED DAVISON NO.2 1934, SET IN
 HU1691'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, WHICH EXTENDS 2 INCHES
 HU1691'ABOVE THE GROUND.  THE MARK IS IN GOOD CONDITION.
 HU1691'
 HU1691'REFERENCE MARK NO.3 (AZIMUTH MARK) WAS SEARCHED FOR BUT NOT
 HU1691'FOUND.  THE FIELD WHERE THE MARK WAS SET IS IN CULTIVATION, AND
 HU1691'THE GROUND HAS BEEN DUG MORE THAN 1.0 FOOT DEEP BY A POTATO
 HU1691'DIGGER, AND THE MARK WAS NOT STRUCK, AND AS IT ORIGINALLY EXTENDED
 HU1691'6 INCHES ABOVE THE GROUND IT IS BELIEVED TO BE DESTROYED.
 HU1691'
 HU1691'TO REACH THE STATION FROM DELMAR, TURN RIGHT WHERE U.S. HIGHWAY
 HU1691'13 TURNS LEFT ON THE MAIN STREET IN DELMAR- (ESSO SERVICE
 HU1691'STATION ON SW ANGLE) FOLLOW CONCRETE ROAD AND TAR ROAD FOR ABOUT
 HU1691'3.7 MILES TO A Y-ROAD NE AND POLE NO.87, TURN LEFT (NE) ON TAR
 HU1691'ROAD (WARDS AND PEPPER BOX ROAD) FOR ABOUT 1.5 MILES TO A T-ROAD
 HU1691'WITH A LINE OF TELEPHONE POLES ON THE N SIDE, TURN RIGHT (E) ON
 HU1691'A DIRT ROAD FOR ABOUT 0.6 MILE TO THE STATION.  A SMALL CREEK
 HU1691'ABOUT 180.0 FEET BEYOND THE STATION.
 HU1691
 HU1691                          STATION RECOVERY (1953)
 HU1691
 HU1691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 HU1691'DUE TO ENLARGEMENT OF SAND PIT THE STATION WAS FOUND LYING DOWN.  A
 HU1691'SEARCH FAILED TO FIND THE UNDERGROUND MARK AND IS BELIEVED ALSO
 HU1691'TO BE DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0886 ***********************************************************************
 DQ0886  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0886  DESIGNATION -  DCP 1
 DQ0886  PID         -  DQ0886
 DQ0886  STATE/COUNTY-  DE/KENT
 DQ0886  COUNTRY     -  US
 DQ0886  USGS QUAD   -  DOVER (2016)
 DQ0886
 DQ0886                         *CURRENT SURVEY CONTROL
 DQ0886  ______________________________________________________________________
 DQ0886* NAD 83(2011) POSITION- 39 09 20.91947(N) 075 36 09.75760(W)   ADJUSTED
 DQ0886* NAD 83(2011) ELLIP HT-   -18.542 (meters)        (12/20/17)   ADJUSTED
 DQ0886* NAD 83(2011) EPOCH   -  2010.00
 DQ0886* NAVD 88 ORTHO HEIGHT -    15.74  (meters)       51.6   (feet) GPS OBS
 DQ0886  ______________________________________________________________________
 DQ0886  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0886  GEOID HEIGHT    -        -34.267 (meters)                     GEOID12B
 DQ0886  GEOID HEIGHT    -        -34.280 (meters)                     GEOID18
 DQ0886  NAD 83(2011) X  -  1,231,387.096 (meters)                     COMP
 DQ0886  NAD 83(2011) Y  - -4,796,878.149 (meters)                     COMP
 DQ0886  NAD 83(2011) Z  -  4,005,733.304 (meters)                     COMP
 DQ0886  LAPLACE CORR    -         -3.16  (seconds)                    DEFLEC18
 DQ0886
 DQ0886  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0886  Standards:
 DQ0886         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0886            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0886  -------------------------------------------------------------------
 DQ0886  NETWORK    0.95   0.92           0.42   0.35   0.47     -0.01226180
 DQ0886  -------------------------------------------------------------------
 DQ0886  Click here for local accuracies and other accuracy information.
 DQ0886
 DQ0886.The horizontal coordinates were established by GPS observations
 DQ0886.and adjusted by the MASER CONSULTING in December 2017.
 DQ0886
 DQ0886.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0886.been affixed to the stable North American tectonic plate. See 
 DQ0886.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0886
 DQ0886.The horizontal coordinates are valid at the epoch date displayed above
 DQ0886.which is a decimal equivalence of Year/Month/Day.
 DQ0886
 DQ0886.The orthometric height was determined by GPS observations and a
 DQ0886.high-resolution geoid model using precise GPS observation and
 DQ0886.processing techniques.
 DQ0886
 DQ0886.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0886.GEOID18 height accuracy estimate available here.
 DQ0886
 DQ0886.Click photographs - Photos may exist for this station.
 DQ0886
 DQ0886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0886
 DQ0886.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0886
 DQ0886.The ellipsoidal height was determined by GPS observations
 DQ0886.and is referenced to NAD 83.
 DQ0886
 DQ0886. The following values were computed from the NAD 83(2011) position.
 DQ0886
 DQ0886;                    North         East     Units Scale Factor Converg.
 DQ0886;SPC DE       -   128,319.470   183,919.177   MT  0.99999818   -0 07 02.9
 DQ0886;SPC DE       -   420,994.79    603,408.17   sFT  0.99999818   -0 07 02.9
 DQ0886;UTM  18      - 4,334,240.276   447,924.706   MT  0.99963339   -0 22 50.1
 DQ0886
 DQ0886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0886!SPC DE       -   1.00000291  x   0.99999818  =   1.00000109
 DQ0886!UTM  18      -   1.00000291  x   0.99963339  =   0.99963630
 DQ0886
 DQ0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4792434240(NAD 83)
 DQ0886
 DQ0886                          SUPERSEDED SURVEY CONTROL
 DQ0886
 DQ0886.No superseded survey control is available for this station.
 DQ0886
 DQ0886_MARKER: DB = BENCH MARK DISK
 DQ0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0886_STAMPING: DCP 1
 DQ0886_MARK LOGO: DELCOS
 DQ0886_PROJECTION: FLUSH
 DQ0886_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0886+STABILITY: SURFACE MOTION
 DQ0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0886+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2012
 DQ0886
 DQ0886  HISTORY     - Date     Condition        Report By
 DQ0886  HISTORY     - 20120203 MONUMENTED       DELCOS
 DQ0886
 DQ0886                          STATION DESCRIPTION
 DQ0886
 DQ0886'DESCRIBED BY DELAWARE COASTAL PROGRAM 2012 (ARD)
 DQ0886'THE STATION IS LOCATED ABOUT 4.4 MI (7.0 KM) NORTHWEST OF CAMDEN, 4.2
 DQ0886'MI (6.8 KM) WEST OF DOVER AND 3.5 MI (5.6 KM) NORTHWEST OF WYOMING.
 DQ0886'
 DQ0886'TO REACH FROM THE INTERSECTION OF ROUTE 13 (DUPONT BLVD) AND DIVISION
 DQ0886'STREET, PROCEED ON DIVISION STREET, WHICH TURNS INTO FORREST AVENUE
 DQ0886'(RT 8) WEST FOR 4.8 MI (7.7 KM) TO MARK ON THE RIGHT IN THE NORTHWEST
 DQ0886'CORNER OF THE INTERSECTION OF FORREST AVENUE (ROUTE 8) AND CAHOON
 DQ0886'BRANCH ROAD (198).
 DQ0886'
 DQ0886'IT IS 82.7 FT (25.2 M) NORTHEAST OF A POWER LINE POLE NUMBERED
 DQ0886'46941/21911, 75 FT (22.9 M) SOUTH-SOUTHEAST OF A PLASTIC GREEN UTILITY
 DQ0886'BOX NUMBERED YA177A, 35.4 FT (10.8 M) NORTH OF THE CENTERLINE OF
 DQ0886'FORREST AVE/ROUTE 8, 28.9 FT (8.8 M) WEST OF THE CENTERLINE OF CAHOON
 DQ0886'BRANCH ROAD AND SET IN THE TOP OF A 12-IN (30 CM) ROUND CONCRETE POST
 DQ0886'AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0887 ***********************************************************************
 DQ0887  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0887  DESIGNATION -  DCP 10
 DQ0887  PID         -  DQ0887
 DQ0887  STATE/COUNTY-  DE/KENT
 DQ0887  COUNTRY     -  US
 DQ0887  USGS QUAD   -  FREDERICA (2016)
 DQ0887
 DQ0887                         *CURRENT SURVEY CONTROL
 DQ0887  ______________________________________________________________________
 DQ0887* NAD 83(2011) POSITION- 39 05 06.97972(N) 075 25 19.51148(W)   ADJUSTED
 DQ0887* NAD 83(2011) ELLIP HT-   -31.971 (meters)        (12/20/17)   ADJUSTED
 DQ0887* NAD 83(2011) EPOCH   -  2010.00
 DQ0887* NAVD 88 ORTHO HEIGHT -     2.83  (meters)        9.3   (feet) GPS OBS
 DQ0887  ______________________________________________________________________
 DQ0887  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0887  GEOID HEIGHT    -        -34.791 (meters)                     GEOID12B
 DQ0887  GEOID HEIGHT    -        -34.798 (meters)                     GEOID18
 DQ0887  NAD 83(2011) X  -  1,247,744.039 (meters)                     COMP
 DQ0887  NAD 83(2011) Y  - -4,797,744.262 (meters)                     COMP
 DQ0887  NAD 83(2011) Z  -  3,999,649.358 (meters)                     COMP
 DQ0887  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 DQ0887
 DQ0887  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0887  Standards:
 DQ0887         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0887            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0887  -------------------------------------------------------------------
 DQ0887  NETWORK    0.87   0.80           0.38   0.33   0.41      0.06534196
 DQ0887  -------------------------------------------------------------------
 DQ0887  Click here for local accuracies and other accuracy information.
 DQ0887
 DQ0887.The horizontal coordinates were established by GPS observations
 DQ0887.and adjusted by the MASER CONSULTING in December 2017.
 DQ0887
 DQ0887.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0887.been affixed to the stable North American tectonic plate. See 
 DQ0887.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0887
 DQ0887.The horizontal coordinates are valid at the epoch date displayed above
 DQ0887.which is a decimal equivalence of Year/Month/Day.
 DQ0887
 DQ0887.The orthometric height was determined by GPS observations and a
 DQ0887.high-resolution geoid model using precise GPS observation and
 DQ0887.processing techniques.
 DQ0887
 DQ0887.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0887.GEOID18 height accuracy estimate available here.
 DQ0887
 DQ0887.Click photographs - Photos may exist for this station.
 DQ0887
 DQ0887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0887
 DQ0887.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0887
 DQ0887.The ellipsoidal height was determined by GPS observations
 DQ0887.and is referenced to NAD 83.
 DQ0887
 DQ0887. The following values were computed from the NAD 83(2011) position.
 DQ0887
 DQ0887;                    North         East     Units Scale Factor Converg.
 DQ0887;SPC DE       -   120,471.975   199,531.064   MT  0.99999500   -0 00 12.3
 DQ0887;SPC DE       -   395,248.47    654,628.17   sFT  0.99999500   -0 00 12.3
 DQ0887;UTM  18      - 4,326,324.171   463,494.630   MT  0.99961641   -0 15 58.0
 DQ0887
 DQ0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0887!SPC DE       -   1.00000502  x   0.99999500  =   1.00000002
 DQ0887!UTM  18      -   1.00000502  x   0.99961641  =   0.99962142
 DQ0887
 DQ0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6349426324(NAD 83)
 DQ0887
 DQ0887                          SUPERSEDED SURVEY CONTROL
 DQ0887
 DQ0887.No superseded survey control is available for this station.
 DQ0887
 DQ0887_MARKER: DB = BENCH MARK DISK
 DQ0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0887_STAMPING: DCP 10
 DQ0887_MARK LOGO: DELCOS
 DQ0887_PROJECTION: PROJECTING 8 CENTIMETERS
 DQ0887_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0887+STABILITY: SURFACE MOTION
 DQ0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0887+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2012
 DQ0887
 DQ0887  HISTORY     - Date     Condition        Report By
 DQ0887  HISTORY     - 20120207 MONUMENTED       DELCOS
 DQ0887  HISTORY     - 20210309 GOOD             USPSQD
 DQ0887
 DQ0887                          STATION DESCRIPTION
 DQ0887
 DQ0887'DESCRIBED BY DELAWARE COASTAL PROGRAM 2012 (ARD)
 DQ0887'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTH-NORTHEAST OF
 DQ0887'FREDERICA, 3.1 MI (4.9 KM) EAST-NORTHEAST OF MAGNOLIA AND 2.1 MI (3.3
 DQ0887'KM) NORTH-NORTHWEST OF BOWERS.
 DQ0887'
 DQ0887'TO REACH FROM THE INTERSECTION OF ROUTE 1 (BAY ROAD) AND ROUTE 9
 DQ0887'(BAYSIDE DRIVE) PROCEED LESS THAN 0.1 MI (0.2 KM) EAST ON ROUTE 9
 DQ0887'(BAYSIDE DRIVE) AND MAKE A RIGHT ONTO KITTS HUMMOCK ROAD (68). PROCEED
 DQ0887'SOUTHEAST ON KITTS HUMMOCK ROAD (68)FOR 2 MI (3.2 KM), TURN RIGHT INTO
 DQ0887'TED HARVEY WILDLIFE AREA, PROCEED SOUTH ON UNPAVED ROAD FOR
 DQ0887'APPROXIMATELY 1 MI (1.6 KM), TURN LEFT AND PROCEED SOUTHEAST 0.2 MI
 DQ0887'(0.3 KM) TO MONUMENT ON LEFT.
 DQ0887'
 DQ0887'IT IS 135 FT (41.1 M) SOUTH-SOUTHWEST OF BEGINNING OF PHYSICALLY
 DQ0887'DISABLED ANGLERS DOCK, 68.3 FT (20.8 M) SOUTHEAST OF CENTER OF PAVED
 DQ0887'ENTRANCE ROAD TO FISHING DOCK, 30.7 FT (9.4 M) SOUTHWEST OF CENTER OF
 DQ0887'GRAVEL ROAD, 1 FT (0.3 M) SOUTH OF A FIBERGLASS WITNESS POST AND SET
 DQ0887'IN THE TOP OF A 12-IN (30 CM) ROUND CONCRETE POST AND ABOUT LEVEL WITH
 DQ0887'THE ROAD.
 DQ0887
 DQ0887                          STATION RECOVERY (2021)
 DQ0887
 DQ0887'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 DQ0887'THE MARK IS NORTHEAST OF THE GRAVEL ROAD, NOT SOUTHWEST AS PREVIOUSLY
 DQ0887'REPORTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0868 ***********************************************************************
 DQ0868  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0868  DESIGNATION -  DCP 11
 DQ0868  PID         -  DQ0868
 DQ0868  STATE/COUNTY-  DE/KENT
 DQ0868  COUNTRY     -  US
 DQ0868  USGS QUAD   -  HICKMAN (2016)
 DQ0868
 DQ0868                         *CURRENT SURVEY CONTROL
 DQ0868  ______________________________________________________________________
 DQ0868* NAD 83(2011) POSITION- 38 51 38.46925(N) 075 41 55.75041(W)   ADJUSTED
 DQ0868* NAD 83(2011) ELLIP HT-   -18.086 (meters)        (12/20/17)   ADJUSTED
 DQ0868* NAD 83(2011) EPOCH   -  2010.00
 DQ0868* NAVD 88 ORTHO HEIGHT -    17.05  (meters)       55.9   (feet) GPS OBS
 DQ0868  ______________________________________________________________________
 DQ0868  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0868  GEOID HEIGHT    -        -35.123 (meters)                     GEOID12B
 DQ0868  GEOID HEIGHT    -        -35.117 (meters)                     GEOID18
 DQ0868  NAD 83(2011) X  -  1,228,433.178 (meters)                     COMP
 DQ0868  NAD 83(2011) Y  - -4,818,920.545 (meters)                     COMP
 DQ0868  NAD 83(2011) Z  -  3,980,274.642 (meters)                     COMP
 DQ0868  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC18
 DQ0868
 DQ0868  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0868  Standards:
 DQ0868         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0868            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0868  -------------------------------------------------------------------
 DQ0868  NETWORK    0.64   0.78           0.27   0.25   0.40      0.01376935
 DQ0868  -------------------------------------------------------------------
 DQ0868  Click here for local accuracies and other accuracy information.
 DQ0868
 DQ0868.The horizontal coordinates were established by GPS observations
 DQ0868.and adjusted by the MASER CONSULTING in December 2017.
 DQ0868
 DQ0868.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0868.been affixed to the stable North American tectonic plate. See 
 DQ0868.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0868
 DQ0868.The horizontal coordinates are valid at the epoch date displayed above
 DQ0868.which is a decimal equivalence of Year/Month/Day.
 DQ0868
 DQ0868.The orthometric height was determined by GPS observations and a
 DQ0868.high-resolution geoid model using precise GPS observation and
 DQ0868.processing techniques.
 DQ0868
 DQ0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0868.GEOID18 height accuracy estimate available here.
 DQ0868
 DQ0868.Click photographs - Photos may exist for this station.
 DQ0868
 DQ0868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0868
 DQ0868.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0868
 DQ0868.The ellipsoidal height was determined by GPS observations
 DQ0868.and is referenced to NAD 83.
 DQ0868
 DQ0868. The following values were computed from the NAD 83(2011) position.
 DQ0868
 DQ0868;                    North         East     Units Scale Factor Converg.
 DQ0868;SPC DE       -    95,577.485   175,510.353   MT  1.00000238   -0 10 37.3
 DQ0868;SPC DE       -   313,573.80    575,820.22   sFT  1.00000238   -0 10 37.3
 DQ0868;UTM  18      - 4,301,548.930   439,369.181   MT  0.99964527   -0 26 18.5
 DQ0868
 DQ0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0868!SPC DE       -   1.00000284  x   1.00000238  =   1.00000522
 DQ0868!UTM  18      -   1.00000284  x   0.99964527  =   0.99964811
 DQ0868
 DQ0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3936901548(NAD 83)
 DQ0868
 DQ0868                          SUPERSEDED SURVEY CONTROL
 DQ0868
 DQ0868.No superseded survey control is available for this station.
 DQ0868
 DQ0868_MARKER: DB = BENCH MARK DISK
 DQ0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0868_STAMPING: DCP 11
 DQ0868_MARK LOGO: DELCOS
 DQ0868_PROJECTION: FLUSH
 DQ0868_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0868+STABILITY: SURFACE MOTION
 DQ0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0868+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2012
 DQ0868
 DQ0868  HISTORY     - Date     Condition        Report By
 DQ0868  HISTORY     - 20120207 MONUMENTED       DELCOS
 DQ0868
 DQ0868                          STATION DESCRIPTION
 DQ0868
 DQ0868'DESCRIBED BY DELAWARE COASTAL PROGRAM 2012 (ARD)
 DQ0868'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-SOUTHWEST OF
 DQ0868'HARRINGTON, 6.9 MI (11.1 KM) WEST-NORTHWEST OF GREENWOOD AND 2.3 MI
 DQ0868'(3.7 KM) NORTHEAST OF HICKMAN.
 DQ0868'
 DQ0868'TO REACH FROM THE INTERSECTION OF ROUTE 13 (DUPONT BLVD)AND CLARK
 DQ0868'RD/COMMERCE STREET (ROUTE 14) PROCEED 7 MI (11.3 KM) ON CLARK
 DQ0868'RD/COMMERCE STREET (ROUTE 14)WHICH TURNS INTO VERNON ROAD (ROUTE 14),
 DQ0868'MAKE A LEFT ONTO CATTAIL BRANCH ROAD (113). PROCEED FOR 0.9 MI (1.4
 DQ0868'KM) THEN MAKE A RIGHT ONTO HIGH STUMP ROAD (303), PROCEED 1.5 MI (2.4
 DQ0868'KM), MAKE A LEFT ONTO BURRSVILLE ROAD (112).  CONTINUE FOR 0.9 MI (1.4
 DQ0868'KM) TO MARK ON THE RIGHT.
 DQ0868'
 DQ0868'IT IS 162 FT (49.4 M) NORTHWEST OF A POWER LINE POLE NUMBERED 16092,
 DQ0868'108.6 FT (33.1 M) SOUTHEAST OF THE SOUTHEAST CORNER OF GARAGE, 23.6 FT
 DQ0868'(7.2 M) SOUTHWEST OF CENTER OF BURRSVILLE ROAD, 14.9 FT (4.5 M)
 DQ0868'NORTHWEST OF THE CENTER OF GRAVEL WILDLIFE ROAD, 1 FT (0.3 M) EAST OF
 DQ0868'A FIBERGLASS WITNESS POST AND SET IN THE TOP OF A 12-IN (30 CM) ROUND
 DQ0868'CONCRETE POST AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0888 ***********************************************************************
 DQ0888  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0888  DESIGNATION -  DCP 12
 DQ0888  PID         -  DQ0888
 DQ0888  STATE/COUNTY-  DE/KENT
 DQ0888  COUNTRY     -  US
 DQ0888  USGS QUAD   -  MARYDEL (2016)
 DQ0888
 DQ0888                         *CURRENT SURVEY CONTROL
 DQ0888  ______________________________________________________________________
 DQ0888* NAD 83(2011) POSITION- 39 03 35.58345(N) 075 38 13.01345(W)   ADJUSTED
 DQ0888* NAD 83(2011) ELLIP HT-   -18.421 (meters)        (12/20/17)   ADJUSTED
 DQ0888* NAD 83(2011) EPOCH   -  2010.00
 DQ0888* NAVD 88 ORTHO HEIGHT -    16.16  (meters)       53.0   (feet) GPS OBS
 DQ0888  ______________________________________________________________________
 DQ0888  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0888  GEOID HEIGHT    -        -34.577 (meters)                     GEOID12B
 DQ0888  GEOID HEIGHT    -        -34.587 (meters)                     GEOID18
 DQ0888  NAD 83(2011) X  -  1,230,186.855 (meters)                     COMP
 DQ0888  NAD 83(2011) Y  - -4,804,120.767 (meters)                     COMP
 DQ0888  NAD 83(2011) Z  -  3,997,469.785 (meters)                     COMP
 DQ0888  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC18
 DQ0888
 DQ0888  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0888  Standards:
 DQ0888         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0888            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0888  -------------------------------------------------------------------
 DQ0888  NETWORK    1.13   1.04           0.50   0.42   0.53     -0.04239082
 DQ0888  -------------------------------------------------------------------
 DQ0888  Click here for local accuracies and other accuracy information.
 DQ0888
 DQ0888.The horizontal coordinates were established by GPS observations
 DQ0888.and adjusted by the MASER CONSULTING in December 2017.
 DQ0888
 DQ0888.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0888.been affixed to the stable North American tectonic plate. See 
 DQ0888.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0888
 DQ0888.The horizontal coordinates are valid at the epoch date displayed above
 DQ0888.which is a decimal equivalence of Year/Month/Day.
 DQ0888
 DQ0888.The orthometric height was determined by GPS observations and a
 DQ0888.high-resolution geoid model using precise GPS observation and
 DQ0888.processing techniques.
 DQ0888
 DQ0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0888.GEOID18 height accuracy estimate available here.
 DQ0888
 DQ0888.Click photographs - Photos may exist for this station.
 DQ0888
 DQ0888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0888
 DQ0888.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0888
 DQ0888.The ellipsoidal height was determined by GPS observations
 DQ0888.and is referenced to NAD 83.
 DQ0888
 DQ0888. The following values were computed from the NAD 83(2011) position.
 DQ0888
 DQ0888;                    North         East     Units Scale Factor Converg.
 DQ0888;SPC DE       -   117,676.590   180,933.986   MT  0.99999947   -0 08 19.7
 DQ0888;SPC DE       -   386,077.28    593,614.25   sFT  0.99999947   -0 08 19.7
 DQ0888;UTM  18      - 4,323,615.065   444,891.826   MT  0.99963739   -0 24 04.9
 DQ0888
 DQ0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0888!SPC DE       -   1.00000289  x   0.99999947  =   1.00000236
 DQ0888!UTM  18      -   1.00000289  x   0.99963739  =   0.99964028
 DQ0888
 DQ0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4489123615(NAD 83)
 DQ0888
 DQ0888                          SUPERSEDED SURVEY CONTROL
 DQ0888
 DQ0888.No superseded survey control is available for this station.
 DQ0888
 DQ0888_MARKER: DB = BENCH MARK DISK
 DQ0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0888_STAMPING: DCP 12
 DQ0888_MARK LOGO: DELCOS
 DQ0888_PROJECTION: FLUSH
 DQ0888_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0888+STABILITY: SURFACE MOTION
 DQ0888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0888+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2012
 DQ0888
 DQ0888  HISTORY     - Date     Condition        Report By
 DQ0888  HISTORY     - 20120207 MONUMENTED       DELCOS
 DQ0888
 DQ0888                          STATION DESCRIPTION
 DQ0888
 DQ0888'DESCRIBED BY DELAWARE COASTAL PROGRAM 2012 (ARD)
 DQ0888'THE STATION IS LOCATED ABOUT 4.8 MI (7.8 KM) NORTHWEST OF FELTON, 3.8
 DQ0888'MI (6.1 KM) WEST-SOUTHWEST OF WOODSIDE AND 3.7 MI (5.9 KM)
 DQ0888'WEST-NORTHWEST OF VIOLA.
 DQ0888'
 DQ0888'TO REACH FROM THE INTERSECTION OF ROUTE 13  (DUPONT BLVD) AND WALNUT
 DQ0888'SHADE ROAD (30) PROCEED 4.9 MI (7.9 KM) WEST ON WALNUT SHADE ROAD
 DQ0888'WHICH TURNS INTO HENRY COWGILL ROAD (54).  PROCEED UNTIL T
 DQ0888'INTERSECTION OF WILLOW GROVE (ROUTE 10) AND HENRY COWGILL ROAD (54).
 DQ0888'TRAVEL WEST ACROSS WILLOW GROVE ROAD AND INTO THE PARKING AREA FOR
 DQ0888'NORMAN G WILDER WILDLIFE AREA - CAULK TRACT TO MARK ON THE LEFT.
 DQ0888'
 DQ0888'IT IS 246 FT (75.0 M) SOUTHWEST OF A POWER LINE POLE NUMBERED 71542,
 DQ0888'126 FT (38.4 M) WEST OF THE INTERSECTION OF WILLOW GROVE ROAD AND
 DQ0888'HENRY COWGILL ROAD, 53.1 FT (16.2 M) WEST OF A POWER LINE POLE
 DQ0888'NUMBERED 67095, 44.8 FT (13.7 M) SOUTHEAST OF A GATED LANE LEADING
 DQ0888'WEST, 1 FT (0.3 M) EAST OF A FIBERGLASS WITNESS POST AND SET IN THE
 DQ0888'TOP OF A 12-IN (30 CM) ROUND CONCRETE POST AND ABOUT LEVEL WITH THE
 DQ0888'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0889 ***********************************************************************
 DQ0889  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0889  DESIGNATION -  DCP 13
 DQ0889  PID         -  DQ0889
 DQ0889  STATE/COUNTY-  DE/KENT
 DQ0889  COUNTRY     -  US
 DQ0889  USGS QUAD   -  FREDERICA (2016)
 DQ0889
 DQ0889                         *CURRENT SURVEY CONTROL
 DQ0889  ______________________________________________________________________
 DQ0889* NAD 83(2011) POSITION- 39 02 58.06417(N) 075 23 30.26146(W)   ADJUSTED
 DQ0889* NAD 83(2011) ELLIP HT-   -33.576 (meters)        (12/20/17)   ADJUSTED
 DQ0889* NAD 83(2011) EPOCH   -  2010.00
 DQ0889* NAVD 88 ORTHO HEIGHT -     1.38  (meters)        4.5   (feet) GPS OBS
 DQ0889  ______________________________________________________________________
 DQ0889  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0889  GEOID HEIGHT    -        -34.947 (meters)                     GEOID12B
 DQ0889  GEOID HEIGHT    -        -34.950 (meters)                     GEOID18
 DQ0889  NAD 83(2011) X  -  1,250,916.623 (meters)                     COMP
 DQ0889  NAD 83(2011) Y  - -4,799,505.988 (meters)                     COMP
 DQ0889  NAD 83(2011) Z  -  3,996,561.765 (meters)                     COMP
 DQ0889  LAPLACE CORR    -         -1.80  (seconds)                    DEFLEC18
 DQ0889
 DQ0889  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0889  Standards:
 DQ0889         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0889            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0889  -------------------------------------------------------------------
 DQ0889  NETWORK    0.93   0.92           0.42   0.33   0.47      0.00014915
 DQ0889  -------------------------------------------------------------------
 DQ0889  Click here for local accuracies and other accuracy information.
 DQ0889
 DQ0889.The horizontal coordinates were established by GPS observations
 DQ0889.and adjusted by the MASER CONSULTING in December 2017.
 DQ0889
 DQ0889.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0889.been affixed to the stable North American tectonic plate. See 
 DQ0889.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0889
 DQ0889.The horizontal coordinates are valid at the epoch date displayed above
 DQ0889.which is a decimal equivalence of Year/Month/Day.
 DQ0889
 DQ0889.The orthometric height was determined by GPS observations and a
 DQ0889.high-resolution geoid model using precise GPS observation and
 DQ0889.processing techniques.
 DQ0889
 DQ0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0889.GEOID18 height accuracy estimate available here.
 DQ0889
 DQ0889.Click photographs - Photos may exist for this station.
 DQ0889
 DQ0889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0889
 DQ0889.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0889
 DQ0889.The ellipsoidal height was determined by GPS observations
 DQ0889.and is referenced to NAD 83.
 DQ0889
 DQ0889. The following values were computed from the NAD 83(2011) position.
 DQ0889
 DQ0889;                    North         East     Units Scale Factor Converg.
 DQ0889;SPC DE       -   116,496.780   202,157.854   MT  0.99999506   +0 00 56.5
 DQ0889;SPC DE       -   382,206.52    663,246.23   sFT  0.99999506   +0 00 56.5
 DQ0889;UTM  18      - 4,322,338.493   466,102.183   MT  0.99961415   -0 14 48.5
 DQ0889
 DQ0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0889!SPC DE       -   1.00000527  x   0.99999506  =   1.00000033
 DQ0889!UTM  18      -   1.00000527  x   0.99961415  =   0.99961942
 DQ0889
 DQ0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6610222338(NAD 83)
 DQ0889
 DQ0889                          SUPERSEDED SURVEY CONTROL
 DQ0889
 DQ0889.No superseded survey control is available for this station.
 DQ0889
 DQ0889_MARKER: DB = BENCH MARK DISK
 DQ0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0889_STAMPING: DCP 13
 DQ0889_MARK LOGO: DELCOS
 DQ0889_PROJECTION: FLUSH
 DQ0889_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0889+STABILITY: SURFACE MOTION
 DQ0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0889+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 DQ0889
 DQ0889  HISTORY     - Date     Condition        Report By
 DQ0889  HISTORY     - 20120208 MONUMENTED       DELCOS
 DQ0889
 DQ0889                          STATION DESCRIPTION
 DQ0889
 DQ0889'DESCRIBED BY DELAWARE COASTAL PROGRAM 2012 (ARD)
 DQ0889'THE STATION IS LOCATED ABOUT 4.9 MI (7.8 KM) NORTHEAST OF FREDERICA,
 DQ0889'4.8 MI (7.7 KM) EAST-SOUTHEAST OF MAGNOLIA AND 0.9 MI (1.5 KM)
 DQ0889'SOUTHEAST OF BOWERS.
 DQ0889'
 DQ0889'TO REACH FROM THE INTERSECTION OF ROUTE 1 (BAY ROAD  AND THOMPSONVILLE
 DQ0889'ROAD (19) PROCEED APPROXIMATELY 7 MI (11.3 KM) NORTHEAST ON
 DQ0889'THOMPSONVILLE ROAD (19), WHICH TURNS INTO SOUTH BOWERS ROAD (121) TO
 DQ0889'MONUMENT ON THE LEFT.
 DQ0889'
 DQ0889'IT IS 3 MILES NORTH OF INTERSECTION OF BROCKONBRIDGE ROAD AND SOUTH
 DQ0889'BOWERS ROAD, 387 FT (118.0 M) SOUTH OF INTERSECTION OF SOUTH BOWERS
 DQ0889'ROAD AND BEACH ACCESS, 14.9 FT (4.5 M) WEST OF CENTER OF SOUTH BOWERS
 DQ0889'ROAD, 1 FT (0.3 M) SOUTH OF A FIBERGLASS WITNESS POST AND SET IN THE
 DQ0889'TOP OF A 12-IN (30 CM) ROUND CONCRETE POST AND ABOUT LEVEL WITH THE
 DQ0889'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0890 ***********************************************************************
 DQ0890  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0890  DESIGNATION -  DCP 14
 DQ0890  PID         -  DQ0890
 DQ0890  STATE/COUNTY-  DE/KENT
 DQ0890  COUNTRY     -  US
 DQ0890  USGS QUAD   -  CLAYTON (2016)
 DQ0890
 DQ0890                         *CURRENT SURVEY CONTROL
 DQ0890  ______________________________________________________________________
 DQ0890* NAD 83(2011) POSITION- 39 15 43.88294(N) 075 44 16.04854(W)   ADJUSTED
 DQ0890* NAD 83(2011) ELLIP HT-   -14.956 (meters)        (12/20/17)   ADJUSTED
 DQ0890* NAD 83(2011) EPOCH   -  2010.00
 DQ0890* NAVD 88 ORTHO HEIGHT -    18.82  (meters)       61.7   (feet) GPS OBS
 DQ0890  ______________________________________________________________________
 DQ0890  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0890  GEOID HEIGHT    -        -33.770 (meters)                     GEOID12B
 DQ0890  GEOID HEIGHT    -        -33.770 (meters)                     GEOID18
 DQ0890  NAD 83(2011) X  -  1,218,235.963 (meters)                     COMP
 DQ0890  NAD 83(2011) Y  - -4,792,534.985 (meters)                     COMP
 DQ0890  NAD 83(2011) Z  -  4,014,886.554 (meters)                     COMP
 DQ0890  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 DQ0890
 DQ0890  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0890  Standards:
 DQ0890         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0890            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0890  -------------------------------------------------------------------
 DQ0890  NETWORK    0.50   0.69           0.20   0.21   0.35     -0.03320460
 DQ0890  -------------------------------------------------------------------
 DQ0890  Click here for local accuracies and other accuracy information.
 DQ0890
 DQ0890.The horizontal coordinates were established by GPS observations
 DQ0890.and adjusted by the MASER CONSULTING in December 2017.
 DQ0890
 DQ0890.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0890.been affixed to the stable North American tectonic plate. See 
 DQ0890.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0890
 DQ0890.The horizontal coordinates are valid at the epoch date displayed above
 DQ0890.which is a decimal equivalence of Year/Month/Day.
 DQ0890
 DQ0890.The orthometric height was determined by GPS observations and a
 DQ0890.high-resolution geoid model using precise GPS observation and
 DQ0890.processing techniques.
 DQ0890
 DQ0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0890.GEOID18 height accuracy estimate available here.
 DQ0890
 DQ0890.Click photographs - Photos may exist for this station.
 DQ0890
 DQ0890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0890
 DQ0890.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0890
 DQ0890.The ellipsoidal height was determined by GPS observations
 DQ0890.and is referenced to NAD 83.
 DQ0890
 DQ0890. The following values were computed from the NAD 83(2011) position.
 DQ0890
 DQ0890;                    North         East     Units Scale Factor Converg.
 DQ0890;SPC DE       -   140,162.191   172,285.197   MT  1.00000445   -0 12 11.6
 DQ0890;SPC DE       -   459,848.79    565,239.02   sFT  1.00000445   -0 12 11.6
 DQ0890;UTM  18      - 4,346,132.077   436,349.458   MT  0.99964988   -0 28 01.0
 DQ0890
 DQ0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0890!SPC DE       -   1.00000235  x   1.00000445  =   1.00000680
 DQ0890!UTM  18      -   1.00000235  x   0.99964988  =   0.99965223
 DQ0890
 DQ0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3634946132(NAD 83)
 DQ0890
 DQ0890                          SUPERSEDED SURVEY CONTROL
 DQ0890
 DQ0890.No superseded survey control is available for this station.
 DQ0890
 DQ0890_MARKER: DB = BENCH MARK DISK
 DQ0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0890_STAMPING: DCP 14
 DQ0890_MARK LOGO: DELCOS
 DQ0890_PROJECTION: FLUSH
 DQ0890_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0890+STABILITY: SURFACE MOTION
 DQ0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0890+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 DQ0890
 DQ0890  HISTORY     - Date     Condition        Report By
 DQ0890  HISTORY     - 20120208 MONUMENTED       DELCOS
 DQ0890
 DQ0890                          STATION DESCRIPTION
 DQ0890
 DQ0890'DESCRIBED BY DELAWARE COASTAL PROGRAM 2012 (ARD)
 DQ0890'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-SOUTHWEST OF
 DQ0890'SMYRNA, 5.9 MI (9.4 KM) WEST-SOUTHWEST OF CLAYTON AND 4.7 MI (7.5 KM)
 DQ0890'WEST-NORTHWEST OF KENTON.
 DQ0890'
 DQ0890'TO REACH FROM THE INTERSECTION OF ROUTE 13 (DUPONT BLVD) AND COMMERCE
 DQ0890'STREET, PROCEED 0.5 MI (0.8 KM) SOUTHWEST ON COMMERCE STREET.  MAKE A
 DQ0890'SLIGHT RIGHT ONTO SMYRNA-CLAYTON BOULEVARD (ROUTE 6) AND PROCEED FOR
 DQ0890'APPROXIMATELY 1.6 MI (2.6 KM) WEST-SOUTHWEST.  MAKE A SLIGHT RIGHT
 DQ0890'ONTO MILLINGTON ROAD (ROUTE 6) AND PROCEED WEST FOR 5.8 MI (9.3 KM) TO
 DQ0890'MONUMENT ON LEFT IN CEMETERY.
 DQ0890'
 DQ0890'IT IS 109.3 FT (33.3 M) NORTHWEST OF INTERSECTION OF BLACKISTON CHURCH
 DQ0890'ROAD AND MILLINGTON ROAD, 62.6 FT (19.1 M) WEST OF A POWER LINE POLE
 DQ0890'NUMBERED 136046, 62.6 FT (19.1 M) SOUTH OF A BLUE HISTORIC SIGN, 30.4
 DQ0890'FT (9.3 M) WEST OF THE CENTERLINE OF BLACKISTON CHURCH ROAD, 1 FT (0.3
 DQ0890'M) WEST OF A FIBERGLASS WITNESS POST AND SET IN THE TOP OF A 12-IN (30
 DQ0890'CM) ROUND CONCRETE POST AND ABOUT 1 FT (0.3 M) HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0891 ***********************************************************************
 DQ0891  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0891  DESIGNATION -  DCP 15
 DQ0891  PID         -  DQ0891
 DQ0891  STATE/COUNTY-  DE/KENT
 DQ0891  COUNTRY     -  US
 DQ0891  USGS QUAD   -  MILFORD (2016)
 DQ0891
 DQ0891                         *CURRENT SURVEY CONTROL
 DQ0891  ______________________________________________________________________
 DQ0891* NAD 83(2011) POSITION- 38 57 55.35711(N) 075 29 17.16671(W)   ADJUSTED
 DQ0891* NAD 83(2011) ELLIP HT-   -26.015 (meters)        (12/20/17)   ADJUSTED
 DQ0891* NAD 83(2011) EPOCH   -  2010.00
 DQ0891* NAVD 88 ORTHO HEIGHT -     9.09  (meters)       29.8   (feet) GPS OBS
 DQ0891  ______________________________________________________________________
 DQ0891  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0891  GEOID HEIGHT    -        -35.100 (meters)                     GEOID12B
 DQ0891  GEOID HEIGHT    -        -35.101 (meters)                     GEOID18
 DQ0891  NAD 83(2011) X  -  1,244,316.592 (meters)                     COMP
 DQ0891  NAD 83(2011) Y  - -4,807,296.760 (meters)                     COMP
 DQ0891  NAD 83(2011) Z  -  3,989,312.832 (meters)                     COMP
 DQ0891  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 DQ0891
 DQ0891  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0891  Standards:
 DQ0891         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0891            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0891  -------------------------------------------------------------------
 DQ0891  NETWORK    0.92   0.90           0.40   0.35   0.46     -0.01513117
 DQ0891  -------------------------------------------------------------------
 DQ0891  Click here for local accuracies and other accuracy information.
 DQ0891
 DQ0891.The horizontal coordinates were established by GPS observations
 DQ0891.and adjusted by the MASER CONSULTING in December 2017.
 DQ0891
 DQ0891.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0891.been affixed to the stable North American tectonic plate. See 
 DQ0891.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0891
 DQ0891.The horizontal coordinates are valid at the epoch date displayed above
 DQ0891.which is a decimal equivalence of Year/Month/Day.
 DQ0891
 DQ0891.The orthometric height was determined by GPS observations and a
 DQ0891.high-resolution geoid model using precise GPS observation and
 DQ0891.processing techniques.
 DQ0891
 DQ0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0891.GEOID18 height accuracy estimate available here.
 DQ0891
 DQ0891.Click photographs - Photos may exist for this station.
 DQ0891
 DQ0891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0891
 DQ0891.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0891
 DQ0891.The ellipsoidal height was determined by GPS observations
 DQ0891.and is referenced to NAD 83.
 DQ0891
 DQ0891. The following values were computed from the NAD 83(2011) position.
 DQ0891
 DQ0891;                    North         East     Units Scale Factor Converg.
 DQ0891;SPC DE       -   107,164.177   193,808.842   MT  0.99999547   -0 02 41.7
 DQ0891;SPC DE       -   351,587.80    635,854.51   sFT  0.99999547   -0 02 41.7
 DQ0891;UTM  18      - 4,313,047.709   457,713.705   MT  0.99962202   -0 18 25.0
 DQ0891
 DQ0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0891!SPC DE       -   1.00000408  x   0.99999547  =   0.99999955
 DQ0891!UTM  18      -   1.00000408  x   0.99962202  =   0.99962610
 DQ0891
 DQ0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5771313047(NAD 83)
 DQ0891
 DQ0891                          SUPERSEDED SURVEY CONTROL
 DQ0891
 DQ0891.No superseded survey control is available for this station.
 DQ0891
 DQ0891_MARKER: DB = BENCH MARK DISK
 DQ0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0891_STAMPING: DCP 15
 DQ0891_MARK LOGO: DELCOS
 DQ0891_PROJECTION: FLUSH
 DQ0891_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0891+STABILITY: SURFACE MOTION
 DQ0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0891+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2022
 DQ0891
 DQ0891  HISTORY     - Date     Condition        Report By
 DQ0891  HISTORY     - 20120208 MONUMENTED       DELCOS
 DQ0891  HISTORY     - 20220504 GOOD             INDIV
 DQ0891
 DQ0891                          STATION DESCRIPTION
 DQ0891
 DQ0891'DESCRIBED BY DELAWARE COASTAL PROGRAM 2012 (ARD)
 DQ0891'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) EAST-SOUTHEAST OF FELTON,
 DQ0891'4.9 MI (7.8 KM) NORTHWEST OF MILFORD AND 3.2 MI (5.2 KM)
 DQ0891'SOUTH-SOUTHWEST OF FREDERICA.
 DQ0891'
 DQ0891'TO REACH FROM THE INTERSECTION OF ROUTE 13 (DUPONT BLVD) AND
 DQ0891'CANTERBURY ROAD (ROUTE 15) PROCEED SOUTHEAST ON CANTERBURY ROAD FOR
 DQ0891'6.8 TO MARK ON RIGHT BEFORE DEER VALLEY ROAD (395). MARK IS 0.2 MI
 DQ0891'(0.3 KM) EAST-SOUTHEAST FROM THE INTERSECTION OF CANTERBURY ROAD AND
 DQ0891'MCCAULEY POND ROAD (394).
 DQ0891'
 DQ0891'IT IS 72.9 FT (22.2 M) EAST OF A POWER LINE POLE NUMBERED 64946, 27.8
 DQ0891'FT (8.5 M) NORTHWEST OF DELDOT GEODETIC CONTROL NAMED DAM46, 18.2 FT
 DQ0891'(5.5 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF CANTERBURY ROAD, 14.4 FT
 DQ0891'(4.4 M) EAST OF GREEN PLASTIC UTILITY BOX NUMBERED YC197C/32, 1 FT
 DQ0891'(0.3 M) NORTH OF A FIBERGLASS WITNESS POST AND SET IN THE TOP OF A
 DQ0891'12-IN (30 CM) ROUND CONCRETE POST AND ABOUT LEVEL WITH THE ROAD.
 DQ0891
 DQ0891                          STATION RECOVERY (2022)
 DQ0891
 DQ0891'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2022 (CZ)
 DQ0891'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0892 ***********************************************************************
 DQ0892  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0892  DESIGNATION -  DCP 16
 DQ0892  PID         -  DQ0892
 DQ0892  STATE/COUNTY-  DE/KENT
 DQ0892  COUNTRY     -  US
 DQ0892  USGS QUAD   -  BENNETTS PIER (2016)
 DQ0892
 DQ0892                         *CURRENT SURVEY CONTROL
 DQ0892  ______________________________________________________________________
 DQ0892* NAD 83(2011) POSITION- 39 00 02.06784(N) 075 19 47.88887(W)   ADJUSTED
 DQ0892* NAD 83(2011) ELLIP HT-   -34.162 (meters)        (12/20/17)   ADJUSTED
 DQ0892* NAD 83(2011) EPOCH   -  2010.00
 DQ0892* NAVD 88 ORTHO HEIGHT -     1.00  (meters)        3.3   (feet) GPS OBS
 DQ0892  ______________________________________________________________________
 DQ0892  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0892  GEOID HEIGHT    -        -35.153 (meters)                     GEOID12B
 DQ0892  GEOID HEIGHT    -        -35.148 (meters)                     GEOID18
 DQ0892  NAD 83(2011) X  -  1,256,955.544 (meters)                     COMP
 DQ0892  NAD 83(2011) Y  - -4,801,460.105 (meters)                     COMP
 DQ0892  NAD 83(2011) Z  -  3,992,345.080 (meters)                     COMP
 DQ0892  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 DQ0892
 DQ0892  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0892  Standards:
 DQ0892         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0892            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0892  -------------------------------------------------------------------
 DQ0892  NETWORK    1.34   1.27           0.60   0.48   0.65      0.14886642
 DQ0892  -------------------------------------------------------------------
 DQ0892  Click here for local accuracies and other accuracy information.
 DQ0892
 DQ0892.The horizontal coordinates were established by GPS observations
 DQ0892.and adjusted by the MASER CONSULTING in December 2017.
 DQ0892
 DQ0892.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0892.been affixed to the stable North American tectonic plate. See 
 DQ0892.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0892
 DQ0892.The horizontal coordinates are valid at the epoch date displayed above
 DQ0892.which is a decimal equivalence of Year/Month/Day.
 DQ0892
 DQ0892.The orthometric height was determined by GPS observations and a
 DQ0892.high-resolution geoid model using precise GPS observation and
 DQ0892.processing techniques.
 DQ0892
 DQ0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0892.GEOID18 height accuracy estimate available here.
 DQ0892
 DQ0892.Click photographs - Photos may exist for this station.
 DQ0892
 DQ0892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0892
 DQ0892.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0892
 DQ0892.The ellipsoidal height was determined by GPS observations
 DQ0892.and is referenced to NAD 83.
 DQ0892
 DQ0892. The following values were computed from the NAD 83(2011) position.
 DQ0892
 DQ0892;                    North         East     Units Scale Factor Converg.
 DQ0892;SPC DE       -   111,072.753   207,510.198   MT  0.99999569   +0 03 16.4
 DQ0892;SPC DE       -   364,411.19    680,806.37   sFT  0.99999569   +0 03 16.4
 DQ0892;UTM  18      - 4,316,892.103   471,427.592   MT  0.99961005   -0 12 27.6
 DQ0892
 DQ0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0892!SPC DE       -   1.00000536  x   0.99999569  =   1.00000105
 DQ0892!UTM  18      -   1.00000536  x   0.99961005  =   0.99961541
 DQ0892
 DQ0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7142716892(NAD 83)
 DQ0892
 DQ0892                          SUPERSEDED SURVEY CONTROL
 DQ0892
 DQ0892.No superseded survey control is available for this station.
 DQ0892
 DQ0892_MARKER: DB = BENCH MARK DISK
 DQ0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0892_STAMPING: DCP 16
 DQ0892_MARK LOGO: DELCOS
 DQ0892_PROJECTION: FLUSH
 DQ0892_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0892+STABILITY: SURFACE MOTION
 DQ0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0892+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 DQ0892
 DQ0892  HISTORY     - Date     Condition        Report By
 DQ0892  HISTORY     - 20120208 MONUMENTED       DELCOS
 DQ0892
 DQ0892                          STATION DESCRIPTION
 DQ0892
 DQ0892'DESCRIBED BY DELAWARE COASTAL PROGRAM 2012 (ARD)
 DQ0892'THE STATION IS LOCATED ABOUT 7.4 MI (11.8 KM) EAST OF FREDERICA, 6.2
 DQ0892'MI (10.0 KM) NORTH-NORTHWEST OF SLAUGHTER BEACH AND 5.6 MI (9.1 KM)
 DQ0892'SOUTHEAST OF BOWERS.
 DQ0892'
 DQ0892'TO REACH FROM THE INTERSECTION OF ROUTE 1 (BAY ROAD)THOMPSONVILLE ROAD
 DQ0892'(19) PROCEED 2.8 MI (4.5 KM) NORTHEAST ON THOMPSONVILLE ROAD, TURN
 DQ0892'RIGHT ON PARIS KIRBY ROAD / BIG STONE BEACH ROAD (124) AND CONTINUE
 DQ0892'FOR 5.5 MI (8.8 KM) EAST TO MONUMENT ON THE LEFT.
 DQ0892'
 DQ0892'IT IS 270 FT (82.3 M) EAST-NORTHEAST OF A POWER LINE POLE NUMBERED
 DQ0892'58376, 103.5 FT (31.5 M) WEST OF A POWER LINE POLE NUMBERED 58377,
 DQ0892'12.1 FT (3.7 M) NORTH-NORTHWEST OF THE CENTERLINE OF BIG STONE BEACH
 DQ0892'ROAD, 1 FT (0.3 M) NORTH OF A FIBERGLASS WITNESS POST AND SET IN THE
 DQ0892'TOP OF A 12-IN (30 CM) ROUND CONCRETE POST AND ABOUT LEVEL WITH THE
 DQ0892'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0893 ***********************************************************************
 DQ0893  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0893  DESIGNATION -  DCP 17
 DQ0893  PID         -  DQ0893
 DQ0893  STATE/COUNTY-  DE/KENT
 DQ0893  COUNTRY     -  US
 DQ0893  USGS QUAD   -  BENNETTS PIER (2016)
 DQ0893
 DQ0893                         *CURRENT SURVEY CONTROL
 DQ0893  ______________________________________________________________________
 DQ0893* NAD 83(2011) POSITION- 39 01 37.84810(N) 075 21 41.09124(W)   ADJUSTED
 DQ0893* NAD 83(2011) ELLIP HT-   -33.908 (meters)        (12/20/17)   ADJUSTED
 DQ0893* NAD 83(2011) EPOCH   -  2010.00
 DQ0893* NAVD 88 ORTHO HEIGHT -     1.14  (meters)        3.7   (feet) GPS OBS
 DQ0893  ______________________________________________________________________
 DQ0893  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0893  GEOID HEIGHT    -        -35.048 (meters)                     GEOID12B
 DQ0893  GEOID HEIGHT    -        -35.046 (meters)                     GEOID18
 DQ0893  NAD 83(2011) X  -  1,253,850.372 (meters)                     COMP
 DQ0893  NAD 83(2011) Y  - -4,800,350.437 (meters)                     COMP
 DQ0893  NAD 83(2011) Z  -  3,994,640.189 (meters)                     COMP
 DQ0893  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 DQ0893
 DQ0893  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0893  Standards:
 DQ0893         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0893            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0893  -------------------------------------------------------------------
 DQ0893  NETWORK    1.01   1.04           0.44   0.38   0.53     -0.00194730
 DQ0893  -------------------------------------------------------------------
 DQ0893  Click here for local accuracies and other accuracy information.
 DQ0893
 DQ0893.The horizontal coordinates were established by GPS observations
 DQ0893.and adjusted by the MASER CONSULTING in December 2017.
 DQ0893
 DQ0893.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0893.been affixed to the stable North American tectonic plate. See 
 DQ0893.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0893
 DQ0893.The horizontal coordinates are valid at the epoch date displayed above
 DQ0893.which is a decimal equivalence of Year/Month/Day.
 DQ0893
 DQ0893.The orthometric height was determined by GPS observations and a
 DQ0893.high-resolution geoid model using precise GPS observation and
 DQ0893.processing techniques.
 DQ0893
 DQ0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0893.GEOID18 height accuracy estimate available here.
 DQ0893
 DQ0893.Click photographs - Photos may exist for this station.
 DQ0893
 DQ0893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0893
 DQ0893.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0893
 DQ0893.The ellipsoidal height was determined by GPS observations
 DQ0893.and is referenced to NAD 83.
 DQ0893
 DQ0893. The following values were computed from the NAD 83(2011) position.
 DQ0893
 DQ0893;                    North         East     Units Scale Factor Converg.
 DQ0893;SPC DE       -   114,024.259   204,784.464   MT  0.99999528   +0 02 05.3
 DQ0893;SPC DE       -   374,094.59    671,863.70   sFT  0.99999528   +0 02 05.3
 DQ0893;UTM  18      - 4,319,854.917   468,716.441   MT  0.99961205   -0 13 39.3
 DQ0893
 DQ0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0893!SPC DE       -   1.00000532  x   0.99999528  =   1.00000060
 DQ0893!UTM  18      -   1.00000532  x   0.99961205  =   0.99961737
 DQ0893
 DQ0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6871619854(NAD 83)
 DQ0893
 DQ0893                          SUPERSEDED SURVEY CONTROL
 DQ0893
 DQ0893.No superseded survey control is available for this station.
 DQ0893
 DQ0893_MARKER: DB = BENCH MARK DISK
 DQ0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0893_STAMPING: DCP 17
 DQ0893_MARK LOGO: DELCOS
 DQ0893_PROJECTION: FLUSH
 DQ0893_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0893+STABILITY: SURFACE MOTION
 DQ0893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0893+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 DQ0893
 DQ0893  HISTORY     - Date     Condition        Report By
 DQ0893  HISTORY     - 20120209 MONUMENTED       DELCOS
 DQ0893
 DQ0893                          STATION DESCRIPTION
 DQ0893
 DQ0893'DESCRIBED BY DELAWARE COASTAL PROGRAM 2012 (ARD)
 DQ0893'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-SOUTHEAST OF
 DQ0893'MAGNOLIA, 5.8 MI (9.3 KM) EAST-NORTHEAST OF FREDERICA AND 3.1 MI (5.0
 DQ0893'KM) SOUTHEAST OF BOWERS.
 DQ0893'
 DQ0893'TO REACH FROM THE INTERSECTION OF ROUTE 1 (BAY ROAD) AND THOMPSONVILLE
 DQ0893'ROAD (19) PROCEED 3.5 MI (5.6 KM) NORTHEAST ON THOMPSONVILLE ROAD,
 DQ0893'TURN SLIGHT RIGHT ONTO BENNETT'S PIER ROAD (122) AND PROCEED NORTHEAST
 DQ0893'FOR 3.1 MI (5.0 KM) TO MONUMENT ON LEFT.
 DQ0893'
 DQ0893'IT IS 1.7 MILES WEST OF INTERSECTION OF BENNETT'S PIER ROAD AND
 DQ0893'BROCKENBRIDGE ROAD, 510 FT (155.4 M) NORTHEAST OF A CULVERT UNDER
 DQ0893'ROAD, 15.3 FT (4.7 M) WEST OF THE CENTERLINE OF BENNETT'S PIER ROAD, 1
 DQ0893'FT (0.3 M) SOUTH OF A FIBERGLASS WITNESS POST AND SET IN THE TOP OF A
 DQ0893'12-IN (30 CM) ROUND CONCRETE POST AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0894 ***********************************************************************
 DQ0894  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0894  DESIGNATION -  DCP 18
 DQ0894  PID         -  DQ0894
 DQ0894  STATE/COUNTY-  DE/KENT
 DQ0894  COUNTRY     -  US
 DQ0894  USGS QUAD   -  BURRSVILLE (2016)
 DQ0894
 DQ0894                         *CURRENT SURVEY CONTROL
 DQ0894  ______________________________________________________________________
 DQ0894* NAD 83(2011) POSITION- 38 59 08.48807(N) 075 39 55.92406(W)   ADJUSTED
 DQ0894* NAD 83(2011) ELLIP HT-   -14.766 (meters)        (12/20/17)   ADJUSTED
 DQ0894* NAD 83(2011) EPOCH   -  2010.00
 DQ0894* NAVD 88 ORTHO HEIGHT -    20.05  (meters)       65.8   (feet) GPS OBS
 DQ0894  ______________________________________________________________________
 DQ0894  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0894  GEOID HEIGHT    -        -34.814 (meters)                     GEOID12B
 DQ0894  GEOID HEIGHT    -        -34.813 (meters)                     GEOID18
 DQ0894  NAD 83(2011) X  -  1,229,074.471 (meters)                     COMP
 DQ0894  NAD 83(2011) Y  - -4,809,761.240 (meters)                     COMP
 DQ0894  NAD 83(2011) Z  -  3,991,073.109 (meters)                     COMP
 DQ0894  LAPLACE CORR    -         -2.96  (seconds)                    DEFLEC18
 DQ0894
 DQ0894  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0894  Standards:
 DQ0894         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0894            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0894  -------------------------------------------------------------------
 DQ0894  NETWORK    1.13   1.14           0.49   0.43   0.58     -0.07464762
 DQ0894  -------------------------------------------------------------------
 DQ0894  Click here for local accuracies and other accuracy information.
 DQ0894
 DQ0894.The horizontal coordinates were established by GPS observations
 DQ0894.and adjusted by the MASER CONSULTING in December 2017.
 DQ0894
 DQ0894.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0894.been affixed to the stable North American tectonic plate. See 
 DQ0894.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0894
 DQ0894.The horizontal coordinates are valid at the epoch date displayed above
 DQ0894.which is a decimal equivalence of Year/Month/Day.
 DQ0894
 DQ0894.The orthometric height was determined by GPS observations and a
 DQ0894.high-resolution geoid model using precise GPS observation and
 DQ0894.processing techniques.
 DQ0894
 DQ0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0894.GEOID18 height accuracy estimate available here.
 DQ0894
 DQ0894.Click photographs - Photos may exist for this station.
 DQ0894
 DQ0894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0894
 DQ0894.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0894
 DQ0894.The ellipsoidal height was determined by GPS observations
 DQ0894.and is referenced to NAD 83.
 DQ0894
 DQ0894. The following values were computed from the NAD 83(2011) position.
 DQ0894
 DQ0894;                    North         East     Units Scale Factor Converg.
 DQ0894;SPC DE       -   109,446.376   178,437.230   MT  1.00000072   -0 09 23.7
 DQ0894;SPC DE       -   359,075.32    585,422.81   sFT  1.00000072   -0 09 23.7
 DQ0894;UTM  18      - 4,315,399.336   442,358.325   MT  0.99964091   -0 25 07.4
 DQ0894
 DQ0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0894!SPC DE       -   1.00000232  x   1.00000072  =   1.00000304
 DQ0894!UTM  18      -   1.00000232  x   0.99964091  =   0.99964323
 DQ0894
 DQ0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4235815399(NAD 83)
 DQ0894
 DQ0894                          SUPERSEDED SURVEY CONTROL
 DQ0894
 DQ0894.No superseded survey control is available for this station.
 DQ0894
 DQ0894_MARKER: DB = BENCH MARK DISK
 DQ0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0894_STAMPING: DCP 18
 DQ0894_MARK LOGO: DELCOS
 DQ0894_PROJECTION: FLUSH
 DQ0894_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0894+STABILITY: SURFACE MOTION
 DQ0894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0894+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 DQ0894
 DQ0894  HISTORY     - Date     Condition        Report By
 DQ0894  HISTORY     - 20120209 MONUMENTED       DELCOS
 DQ0894
 DQ0894                          STATION DESCRIPTION
 DQ0894
 DQ0894'DESCRIBED BY DELAWARE COASTAL PROGRAM 2012 (ARD)
 DQ0894'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTHWEST OF VIOLA, 6.3
 DQ0894'MI (10.2 KM) NORTHWEST OF HARRINGTON AND 5.0 MI (8.1 KM)
 DQ0894'WEST-SOUTHWEST OF FELTON.
 DQ0894'
 DQ0894'TO REACH FROM THE INTERSECTION OF ROUTE 13 (DUPONT BLVD) AND BURNITE
 DQ0894'MILL ROAD (ROUTE 12) PROCEED 5.9 MI (9.5 KM) WEST ON BURNITE MILL ROAD
 DQ0894'TO MONUMENT ON THE LEFT.
 DQ0894'
 DQ0894'IT IS 147 FT (44.8 M) EAST-NORTHEAST OF INTERSECTION OF BURNITE
 DQ0894'MILLING ROAD AND HILLS MARKET ROAD, 84 FT (25.6 M) SOUTHWEST OF SMALL
 DQ0894'METAL UTILITY BOX, 27.6 FT (8.4 M) WEST OF A POWER LINE POLE NUMBERED
 DQ0894'54423/3/230/21, 22.2 FT (6.8 M) SOUTHEAST OF THE CENTERLINE OF BURNITE
 DQ0894'MILL ROAD, 1 FT (0.3 M) NORTHWEST OF A FIBERGLASS WITNESS POST AND SET
 DQ0894'IN THE TOP OF A 12-IN (30 CM) ROUND CONCRETE POST AND ABOUT 0.3 FT (9
 DQ0894'CM) LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0895 ***********************************************************************
 DQ0895  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0895  DESIGNATION -  DCP 19
 DQ0895  PID         -  DQ0895
 DQ0895  STATE/COUNTY-  DE/KENT
 DQ0895  COUNTRY     -  US
 DQ0895  USGS QUAD   -  KENTON (2016)
 DQ0895
 DQ0895                         *CURRENT SURVEY CONTROL
 DQ0895  ______________________________________________________________________
 DQ0895* NAD 83(2011) POSITION- 39 09 05.84835(N) 075 43 49.62231(W)   ADJUSTED
 DQ0895* NAD 83(2011) ELLIP HT-   -12.483 (meters)        (12/20/17)   ADJUSTED
 DQ0895* NAD 83(2011) EPOCH   -  2010.00
 DQ0895* NAVD 88 ORTHO HEIGHT -    21.60  (meters)       70.9   (feet) GPS OBS
 DQ0895  ______________________________________________________________________
 DQ0895  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0895  GEOID HEIGHT    -        -34.081 (meters)                     GEOID12B
 DQ0895  GEOID HEIGHT    -        -34.087 (meters)                     GEOID18
 DQ0895  NAD 83(2011) X  -  1,220,762.957 (meters)                     COMP
 DQ0895  NAD 83(2011) Y  - -4,799,900.543 (meters)                     COMP
 DQ0895  NAD 83(2011) Z  -  4,005,376.722 (meters)                     COMP
 DQ0895  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC18
 DQ0895
 DQ0895  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0895  Standards:
 DQ0895         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0895            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0895  -------------------------------------------------------------------
 DQ0895  NETWORK    0.97   0.92           0.42   0.37   0.47      0.03292073
 DQ0895  -------------------------------------------------------------------
 DQ0895  Click here for local accuracies and other accuracy information.
 DQ0895
 DQ0895.The horizontal coordinates were established by GPS observations
 DQ0895.and adjusted by the MASER CONSULTING in December 2017.
 DQ0895
 DQ0895.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0895.been affixed to the stable North American tectonic plate. See 
 DQ0895.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0895
 DQ0895.The horizontal coordinates are valid at the epoch date displayed above
 DQ0895.which is a decimal equivalence of Year/Month/Day.
 DQ0895
 DQ0895.The orthometric height was determined by GPS observations and a
 DQ0895.high-resolution geoid model using precise GPS observation and
 DQ0895.processing techniques.
 DQ0895
 DQ0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0895.GEOID18 height accuracy estimate available here.
 DQ0895
 DQ0895.Click photographs - Photos may exist for this station.
 DQ0895
 DQ0895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0895
 DQ0895.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0895
 DQ0895.The ellipsoidal height was determined by GPS observations
 DQ0895.and is referenced to NAD 83.
 DQ0895
 DQ0895. The following values were computed from the NAD 83(2011) position.
 DQ0895
 DQ0895;                    North         East     Units Scale Factor Converg.
 DQ0895;SPC DE       -   127,885.111   172,876.240   MT  1.00000405   -0 11 53.2
 DQ0895;SPC DE       -   419,569.74    567,178.13   sFT  1.00000405   -0 11 53.2
 DQ0895;UTM  18      - 4,333,856.767   436,883.865   MT  0.99964905   -0 27 40.3
 DQ0895
 DQ0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0895!SPC DE       -   1.00000196  x   1.00000405  =   1.00000601
 DQ0895!UTM  18      -   1.00000196  x   0.99964905  =   0.99965101
 DQ0895
 DQ0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3688333856(NAD 83)
 DQ0895
 DQ0895                          SUPERSEDED SURVEY CONTROL
 DQ0895
 DQ0895.No superseded survey control is available for this station.
 DQ0895
 DQ0895_MARKER: DB = BENCH MARK DISK
 DQ0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0895_STAMPING: DCP 19 2012
 DQ0895_MARK LOGO: DELCOS
 DQ0895_PROJECTION: FLUSH
 DQ0895_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0895+STABILITY: SURFACE MOTION
 DQ0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0895+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2024
 DQ0895
 DQ0895  HISTORY     - Date     Condition        Report By
 DQ0895  HISTORY     - 20120209 MONUMENTED       DELCOS
 DQ0895  HISTORY     - 20240530 GOOD             DELCOS
 DQ0895
 DQ0895                          STATION DESCRIPTION
 DQ0895
 DQ0895'DESCRIBED BY DELAWARE COASTAL PROGRAM 2012 (ARD)
 DQ0895'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) WEST-NORTHWEST OF
 DQ0895'WYOMING, 6.4 MI (10.2 KM) SOUTHWEST OF KENTON AND 2.8 MI (4.6 KM)
 DQ0895'NORTH-NORTHEAST OF MARYDEL.
 DQ0895'
 DQ0895'TO REACH FROM THE INTERSECTION OF ROUTE 13 (DUPONT BLVD) AND COMMERCE
 DQ0895'STREET, PROCEED 0.5 MI (0.8 KM) SOUTHWEST ON COMMERCE STREET. MAKE A
 DQ0895'SLIGHT RIGHT ONTO SMYRNA-CLAYTON BOULEVARD (ROUTE 6) AND PROCEED FOR
 DQ0895'APPROXIMATELY 1.6 MI (2.6 KM) WEST-SOUTHWEST, MAKE A RIGHT TURN ONTO
 DQ0895'MILLINGTON ROAD (ROUTE 6) PROCEED WEST FOR 3.7 MI (6.0 KM) MAKE A LEFT
 DQ0895'TURN ONTO BLACKISTON ROAD (44)PROCEED SOUTH FOR 3.8 MI (6.1 KM), TURN
 DQ0895'RIGHT ONTO MAIN STREET WHICH TURNS INTO SUDLERSVILLE ROAD (41).
 DQ0895'PROCEED FOR 0.8 MI (1.3 KM) SOUTHWEST THEN MAKE A SLIGHT LEFT ONTO
 DQ0895'ARTHURSVILLE ROAD (46) AND PROCEED FOR 5.8 MI (9.3 KM) SOUTH-SOUTHWEST
 DQ0895'TO MONUMENT ON THE RIGHT.
 DQ0895'
 DQ0895'IT IS 52.2 FT (15.9 M) SOUTH OF A POWER LINE POLE NUMBERED
 DQ0895'77371/42042, 43.7 FT (13.3 M) WEST OF THE CENTERLINE OF BUTTERPAT
 DQ0895'ROAD, 30.6 FT (9.3 M) NORTHEAST OF A POWER LINE POLE NUMBERED
 DQ0895'21798/43222, 29.9 FT (9.1 M) WEST-NORTHWEST OF THE CENTERLINE OF
 DQ0895'ARTHURSVILLE ROAD, 1 FT (0.3 M) SOUTH OF A FIBERGLASS WITNESS POST AND
 DQ0895'SET IN THE TOP OF A 12-IN (30 CM) ROUND CONCRETE POST AND ABOUT LEVEL
 DQ0895'WITH THE ROAD.
 DQ0895
 DQ0895                          STATION RECOVERY (2024)
 DQ0895
 DQ0895'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2024 (DS)
 DQ0895'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0896 ***********************************************************************
 DQ0896  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0896  DESIGNATION -  DCP 2
 DQ0896  PID         -  DQ0896
 DQ0896  STATE/COUNTY-  DE/KENT
 DQ0896  COUNTRY     -  US
 DQ0896  USGS QUAD   -  FREDERICA (2016)
 DQ0896
 DQ0896                         *CURRENT SURVEY CONTROL
 DQ0896  ______________________________________________________________________
 DQ0896* NAD 83(2011) POSITION- 39 05 05.11478(N) 075 27 38.60976(W)   ADJUSTED
 DQ0896* NAD 83(2011) ELLIP HT-   -33.414 (meters)        (12/20/17)   ADJUSTED
 DQ0896* NAD 83(2011) EPOCH   -  2010.00
 DQ0896* NAVD 88 ORTHO HEIGHT -     1.35  (meters)        4.4   (feet) GPS OBS
 DQ0896  ______________________________________________________________________
 DQ0896  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0896  GEOID HEIGHT    -        -34.747 (meters)                     GEOID12B
 DQ0896  GEOID HEIGHT    -        -34.755 (meters)                     GEOID18
 DQ0896  NAD 83(2011) X  -  1,244,517.135 (meters)                     COMP
 DQ0896  NAD 83(2011) Y  - -4,798,618.622 (meters)                     COMP
 DQ0896  NAD 83(2011) Z  -  3,999,603.807 (meters)                     COMP
 DQ0896  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC18
 DQ0896
 DQ0896  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0896  Standards:
 DQ0896         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0896            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0896  -------------------------------------------------------------------
 DQ0896  NETWORK    0.98   0.88           0.43   0.37   0.45     -0.04123645
 DQ0896  -------------------------------------------------------------------
 DQ0896  Click here for local accuracies and other accuracy information.
 DQ0896
 DQ0896.The horizontal coordinates were established by GPS observations
 DQ0896.and adjusted by the MASER CONSULTING in December 2017.
 DQ0896
 DQ0896.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0896.been affixed to the stable North American tectonic plate. See 
 DQ0896.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0896
 DQ0896.The horizontal coordinates are valid at the epoch date displayed above
 DQ0896.which is a decimal equivalence of Year/Month/Day.
 DQ0896
 DQ0896.The orthometric height was determined by GPS observations and a
 DQ0896.high-resolution geoid model using precise GPS observation and
 DQ0896.processing techniques.
 DQ0896
 DQ0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0896.GEOID18 height accuracy estimate available here.
 DQ0896
 DQ0896.Click photographs - Photos may exist for this station.
 DQ0896
 DQ0896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0896
 DQ0896.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0896
 DQ0896.The ellipsoidal height was determined by GPS observations
 DQ0896.and is referenced to NAD 83.
 DQ0896
 DQ0896. The following values were computed from the NAD 83(2011) position.
 DQ0896
 DQ0896;                    North         East     Units Scale Factor Converg.
 DQ0896;SPC DE       -   120,415.374   196,187.967   MT  0.99999518   -0 01 40.0
 DQ0896;SPC DE       -   395,062.77    643,660.02   sFT  0.99999518   -0 01 40.0
 DQ0896;UTM  18      - 4,326,282.914   460,152.570   MT  0.99961955   -0 17 25.7
 DQ0896
 DQ0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0896!SPC DE       -   1.00000524  x   0.99999518  =   1.00000042
 DQ0896!UTM  18      -   1.00000524  x   0.99961955  =   0.99962479
 DQ0896
 DQ0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6015226282(NAD 83)
 DQ0896
 DQ0896                          SUPERSEDED SURVEY CONTROL
 DQ0896
 DQ0896.No superseded survey control is available for this station.
 DQ0896
 DQ0896_MARKER: DB = BENCH MARK DISK
 DQ0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0896_STAMPING: DCP 2
 DQ0896_MARK LOGO: DELCOS
 DQ0896_PROJECTION: FLUSH
 DQ0896_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0896+STABILITY: SURFACE MOTION
 DQ0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0896+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2012
 DQ0896
 DQ0896  HISTORY     - Date     Condition        Report By
 DQ0896  HISTORY     - 20120203 MONUMENTED       DELCOS
 DQ0896  HISTORY     - 20210309 GOOD             USPSQD
 DQ0896
 DQ0896                          STATION DESCRIPTION
 DQ0896
 DQ0896'DESCRIBED BY DELAWARE COASTAL PROGRAM 2012 (ARD)
 DQ0896'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) EAST-SOUTHEAST OF CAMDEN,
 DQ0896'3.6 MI (5.8 KM) WEST-NORTHWEST OF BOWERS AND 1.2 MI (2.0 KM) NORTHEAST
 DQ0896'OF MAGNOLIA.
 DQ0896'
 DQ0896'TO REACH FROM THE INTERSECTION OF ROUTE 1 (BAY ROAD) AND TRAP SHOOTERS
 DQ0896'ROAD, PROCEED WEST FOR 0.1 MI (0.2 KM) ON TRAP SHOOTERS ROAD, TURN
 DQ0896'LEFT ONTO BARKERS LANDING ROAD (107). PROCEED 0.1 MI (0.2 KM) TO
 DQ0896'SCOTTEN LANDING BOAT RAMP ON RIGHT. MONUMENT IS ON THE WEST SIDE OF
 DQ0896'THE PROPERTY.
 DQ0896'
 DQ0896'IT IS 621 FT (189.3 M) WEST-NORTHWEST OF INTERSECTION OF TRAP SHOOTERS
 DQ0896'ROAD AND BARKERS LANDING ROAD, 93.6 FT (28.5 M) WEST-SOUTHWEST OF
 DQ0896'CENTER OF BEGINNING OF BOAT RAMP, 59 FT (18.0 M) NORTH OF THE
 DQ0896'CENTERLINE OF BARKERS LANDING ROAD, 15.2 FT (4.6 M) SOUTHWEST OF
 DQ0896'CORNER OF PARKING LOT, 1 FT (0.3 M) EAST OF A FIBERGLASS WITNESS POST
 DQ0896'AND SET IN THE TOP OF A 12-IN (30 CM) ROUND CONCRETE POST AND ABOUT
 DQ0896'LEVEL WITH THE ROAD.
 DQ0896
 DQ0896                          STATION RECOVERY (2021)
 DQ0896
 DQ0896'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 DQ0896'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0897 ***********************************************************************
 DQ0897  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0897  DESIGNATION -  DCP 20
 DQ0897  PID         -  DQ0897
 DQ0897  STATE/COUNTY-  DE/KENT
 DQ0897  COUNTRY     -  US
 DQ0897  USGS QUAD   -  KENTON (2016)
 DQ0897
 DQ0897                         *CURRENT SURVEY CONTROL
 DQ0897  ______________________________________________________________________
 DQ0897* NAD 83(2011) POSITION- 39 07 50.58394(N) 075 44 21.48433(W)   ADJUSTED
 DQ0897* NAD 83(2011) ELLIP HT-   -14.659 (meters)        (12/20/17)   ADJUSTED
 DQ0897* NAD 83(2011) EPOCH   -  2010.00
 DQ0897* NAVD 88 ORTHO HEIGHT -    19.49  (meters)       63.9   (feet) GPS OBS
 DQ0897  ______________________________________________________________________
 DQ0897  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0897  GEOID HEIGHT    -        -34.138 (meters)                     GEOID12B
 DQ0897  GEOID HEIGHT    -        -34.144 (meters)                     GEOID18
 DQ0897  NAD 83(2011) X  -  1,220,381.986 (meters)                     COMP
 DQ0897  NAD 83(2011) Y  - -4,801,507.385 (meters)                     COMP
 DQ0897  NAD 83(2011) Z  -  4,003,575.176 (meters)                     COMP
 DQ0897  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC18
 DQ0897
 DQ0897  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0897  Standards:
 DQ0897         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0897            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0897  -------------------------------------------------------------------
 DQ0897  NETWORK    1.01   0.96           0.44   0.38   0.49     -0.03036901
 DQ0897  -------------------------------------------------------------------
 DQ0897  Click here for local accuracies and other accuracy information.
 DQ0897
 DQ0897.The horizontal coordinates were established by GPS observations
 DQ0897.and adjusted by the MASER CONSULTING in December 2017.
 DQ0897
 DQ0897.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0897.been affixed to the stable North American tectonic plate. See 
 DQ0897.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0897
 DQ0897.The horizontal coordinates are valid at the epoch date displayed above
 DQ0897.which is a decimal equivalence of Year/Month/Day.
 DQ0897
 DQ0897.The orthometric height was determined by GPS observations and a
 DQ0897.high-resolution geoid model using precise GPS observation and
 DQ0897.processing techniques.
 DQ0897
 DQ0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0897.GEOID18 height accuracy estimate available here.
 DQ0897
 DQ0897.Click photographs - Photos may exist for this station.
 DQ0897
 DQ0897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0897
 DQ0897.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0897
 DQ0897.The ellipsoidal height was determined by GPS observations
 DQ0897.and is referenced to NAD 83.
 DQ0897
 DQ0897. The following values were computed from the NAD 83(2011) position.
 DQ0897
 DQ0897;                    North         East     Units Scale Factor Converg.
 DQ0897;SPC DE       -   125,566.765   172,102.938   MT  1.00000458   -0 12 13.0
 DQ0897;SPC DE       -   411,963.63    564,641.06   sFT  1.00000458   -0 12 13.0
 DQ0897;UTM  18      - 4,331,542.817   436,100.206   MT  0.99965028   -0 27 59.7
 DQ0897
 DQ0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0897!SPC DE       -   1.00000230  x   1.00000458  =   1.00000688
 DQ0897!UTM  18      -   1.00000230  x   0.99965028  =   0.99965258
 DQ0897
 DQ0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3610031542(NAD 83)
 DQ0897
 DQ0897                          SUPERSEDED SURVEY CONTROL
 DQ0897
 DQ0897.No superseded survey control is available for this station.
 DQ0897
 DQ0897_MARKER: DB = BENCH MARK DISK
 DQ0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0897_STAMPING: DCP 20
 DQ0897_MARK LOGO: DELCOS
 DQ0897_PROJECTION: FLUSH
 DQ0897_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0897+STABILITY: SURFACE MOTION
 DQ0897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0897+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 DQ0897
 DQ0897  HISTORY     - Date     Condition        Report By
 DQ0897  HISTORY     - 20120209 MONUMENTED       DELCOS
 DQ0897
 DQ0897                          STATION DESCRIPTION
 DQ0897
 DQ0897'DESCRIBED BY DELAWARE COASTAL PROGRAM 2012 (ARD)
 DQ0897'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) WEST OF WYOMING, 7.8 MI
 DQ0897'(12.6 KM) SOUTH-SOUTHWEST OF KENTON AND 1.3 MI (2.1 KM)
 DQ0897'NORTH-NORTHEAST OF MARYDEL.
 DQ0897'
 DQ0897'TO REACH FROM THE INTERSECTION OF ROUTE 13 (DUPONT BLVD) AND COMMERCE
 DQ0897'STREET, PROCEED 0.5 MI (0.8 KM) SOUTHWEST ON COMMERCE STREET. MAKE A
 DQ0897'SLIGHT RIGHT ONTO SMYRNA-CLAYTON BOULEVARD (ROUTE 6) AND PROCEED FOR
 DQ0897'APPROXIMATELY 1.6 MI (2.6 KM) WEST-SOUTHWEST. MAKE A RIGHT ONTO
 DQ0897'MILLINGTON ROAD (ROUTE 6, PROCEED WEST FOR 3.7 MI (6.0 KM), MAKE A
 DQ0897'LEFT ONTO BLACKISTON ROAD (44)PROCEED SOUTH FOR 3.8 MI (6.1 KM), TURN
 DQ0897'RIGHT ONTO MAIN STREET WHICH TURNS INTO SUDLERSVILLE ROAD (41).
 DQ0897'PROCEED FOR 0.8 MI (1.3 KM) SOUTHWEST THEN MAKE A SLIGHT LEFT ONTO
 DQ0897'ARTHURSVILLE ROAD (46) AND PROCEED FOR 6.6 MI (10.6 KM)
 DQ0897'SOUTH-SOUTHWEST, MAKE A LEFT ON GUNTER ROAD (184) AND PROCEED FOR 1.2
 DQ0897'MI (1.9 KM) TO INTERSECTION OF GUNTER ROAD AND TARAILA ROAD (185).
 DQ0897'MONUMENT IS LOCATED ON THE SOUTHWEST CORNER OF THE INTERSECTION.
 DQ0897'
 DQ0897'IT IS 70.6 FT (21.5 M) NORTH OF A POWER LINE POLE NUMBERED 70022, 63.8
 DQ0897'FT (19.4 M) SOUTH OF THE CENTERLINE OF INTERSECTION OF GUNTER ROAD AND
 DQ0897'TARAILA ROAD, 59.6 FT (18.2 M) EAST OF A GREEN UTILITY BOX RB14C/22,
 DQ0897'32.7 FT (10.0 M) SOUTHEAST OF THE CENTERLINE OF TARAILA ROAD, 1 FT
 DQ0897'(0.3 M) NORTH OF A FIBERGLASS WITNESS POST AND SET IN THE TOP OF A
 DQ0897'12-IN (30 CM) ROUND CONCRETE POST AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0869 ***********************************************************************
 DQ0869  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0869  DESIGNATION -  DCP 21
 DQ0869  PID         -  DQ0869
 DQ0869  STATE/COUNTY-  DE/KENT
 DQ0869  COUNTRY     -  US
 DQ0869  USGS QUAD   -  BURRSVILLE (2016)
 DQ0869
 DQ0869                         *CURRENT SURVEY CONTROL
 DQ0869  ______________________________________________________________________
 DQ0869* NAD 83(2011) POSITION- 38 53 31.52698(N) 075 39 10.51349(W)   ADJUSTED
 DQ0869* NAD 83(2011) ELLIP HT-   -20.366 (meters)        (12/20/17)   ADJUSTED
 DQ0869* NAD 83(2011) EPOCH   -  2010.00
 DQ0869* NAVD 88 ORTHO HEIGHT -    14.74  (meters)       48.4   (feet) GPS OBS
 DQ0869  ______________________________________________________________________
 DQ0869  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0869  GEOID HEIGHT    -        -35.105 (meters)                     GEOID12B
 DQ0869  GEOID HEIGHT    -        -35.101 (meters)                     GEOID18
 DQ0869  NAD 83(2011) X  -  1,231,750.518 (meters)                     COMP
 DQ0869  NAD 83(2011) Y  - -4,815,813.257 (meters)                     COMP
 DQ0869  NAD 83(2011) Z  -  3,982,987.339 (meters)                     COMP
 DQ0869  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 DQ0869
 DQ0869  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0869  Standards:
 DQ0869         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0869            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0869  -------------------------------------------------------------------
 DQ0869  NETWORK    0.77   0.78           0.33   0.30   0.40     -0.01684560
 DQ0869  -------------------------------------------------------------------
 DQ0869  Click here for local accuracies and other accuracy information.
 DQ0869
 DQ0869.The horizontal coordinates were established by GPS observations
 DQ0869.and adjusted by the MASER CONSULTING in December 2017.
 DQ0869
 DQ0869.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0869.been affixed to the stable North American tectonic plate. See 
 DQ0869.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0869
 DQ0869.The horizontal coordinates are valid at the epoch date displayed above
 DQ0869.which is a decimal equivalence of Year/Month/Day.
 DQ0869
 DQ0869.The orthometric height was determined by GPS observations and a
 DQ0869.high-resolution geoid model using precise GPS observation and
 DQ0869.processing techniques.
 DQ0869
 DQ0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0869.GEOID18 height accuracy estimate available here.
 DQ0869
 DQ0869.Click photographs - Photos may exist for this station.
 DQ0869
 DQ0869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0869
 DQ0869.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0869
 DQ0869.The ellipsoidal height was determined by GPS observations
 DQ0869.and is referenced to NAD 83.
 DQ0869
 DQ0869. The following values were computed from the NAD 83(2011) position.
 DQ0869
 DQ0869;                    North         East     Units Scale Factor Converg.
 DQ0869;SPC DE       -    99,052.525   179,503.228   MT  1.00000017   -0 08 54.0
 DQ0869;SPC DE       -   324,974.83    588,920.17   sFT  1.00000017   -0 08 54.0
 DQ0869;UTM  18      - 4,305,004.467   443,376.438   MT  0.99963948   -0 24 35.8
 DQ0869
 DQ0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0869!SPC DE       -   1.00000320  x   1.00000017  =   1.00000337
 DQ0869!UTM  18      -   1.00000320  x   0.99963948  =   0.99964267
 DQ0869
 DQ0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4337605004(NAD 83)
 DQ0869
 DQ0869                          SUPERSEDED SURVEY CONTROL
 DQ0869
 DQ0869.No superseded survey control is available for this station.
 DQ0869
 DQ0869_MARKER: DB = BENCH MARK DISK
 DQ0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0869_STAMPING: DCP 21
 DQ0869_MARK LOGO: DELCOS
 DQ0869_PROJECTION: FLUSH
 DQ0869_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0869+STABILITY: SURFACE MOTION
 DQ0869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0869+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 DQ0869
 DQ0869  HISTORY     - Date     Condition        Report By
 DQ0869  HISTORY     - 20120210 MONUMENTED       DELCOS
 DQ0869
 DQ0869                          STATION DESCRIPTION
 DQ0869
 DQ0869'DESCRIBED BY DELAWARE COASTAL PROGRAM 2012 (ARD)
 DQ0869'THE STATION IS LOCATED ABOUT 6.7 MI (10.9 KM) NORTH-NORTHWEST OF
 DQ0869'GREENWOOD, 5.6 MI (8.9 KM) NORTHEAST OF HICKMAN AND 4.6 MI (7.4 KM)
 DQ0869'WEST-SOUTHWEST OF HARRINGTON.
 DQ0869'
 DQ0869'TO REACH FROM THE INTERSECTION OF ROUTE 13 (DUPONT BLVD) AND CLARK
 DQ0869'ROAD/COMMERCE STREET (ROUTE 14), PROCEED 5.6 MI (9.0 KM) WEST ON CLARK
 DQ0869'ROAD/COMMERCE STREET WHICH TURNS INTO VERNON ROAD (ROUTE 14) TO
 DQ0869'MONUMENT ON RIGHT.
 DQ0869'
 DQ0869'IT IS 84 FT (25.6 M) WEST OF A POWER LINE POLE NUMBERED 53178, 33.7 FT
 DQ0869'(10.3 M) NORTH OF THE CENTERLINE OF VERNON ROAD AND FOX HUNTERS ROAD,
 DQ0869'33.7 FT (10.3 M) NORTH-NORTHWEST OF THE CENTERLINE OF VERNON ROAD,
 DQ0869'31.8 FT (9.7 M) EAST OF A POWER LINE POLE NUMBERED 100127, 1 FT (0.3
 DQ0869'M) SOUTH OF A FIBERGLASS WITNESS POST AND SET IN THE TOP OF A 12-IN
 DQ0869'(30 CM) ROUND CONCRETE POST AND ABOUT 0.3 FT (9 CM) LOWER THAN THE
 DQ0869'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0870 ***********************************************************************
 DQ0870  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0870  DESIGNATION -  DCP 23
 DQ0870  PID         -  DQ0870
 DQ0870  STATE/COUNTY-  DE/SUSSEX
 DQ0870  COUNTRY     -  US
 DQ0870  USGS QUAD   -  MILLSBORO (2016)
 DQ0870
 DQ0870                         *CURRENT SURVEY CONTROL
 DQ0870  ______________________________________________________________________
 DQ0870* NAD 83(2011) POSITION- 38 30 44.91025(N) 075 21 28.39686(W)   ADJUSTED
 DQ0870* NAD 83(2011) ELLIP HT-   -22.766 (meters)        (12/20/17)   ADJUSTED
 DQ0870* NAD 83(2011) EPOCH   -  2010.00
 DQ0870* NAVD 88 ORTHO HEIGHT -    13.01  (meters)       42.7   (feet) GPS OBS
 DQ0870  ______________________________________________________________________
 DQ0870  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0870  GEOID HEIGHT    -        -35.770 (meters)                     GEOID12B
 DQ0870  GEOID HEIGHT    -        -35.776 (meters)                     GEOID18
 DQ0870  NAD 83(2011) X  -  1,263,192.267 (meters)                     COMP
 DQ0870  NAD 83(2011) Y  - -4,834,898.822 (meters)                     COMP
 DQ0870  NAD 83(2011) Z  -  3,950,098.887 (meters)                     COMP
 DQ0870  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 DQ0870
 DQ0870  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0870  Standards:
 DQ0870         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0870            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0870  -------------------------------------------------------------------
 DQ0870  NETWORK    0.88   0.84           0.38   0.33   0.43     -0.21418986
 DQ0870  -------------------------------------------------------------------
 DQ0870  Click here for local accuracies and other accuracy information.
 DQ0870
 DQ0870.The horizontal coordinates were established by GPS observations
 DQ0870.and adjusted by the MASER CONSULTING in December 2017.
 DQ0870
 DQ0870.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0870.been affixed to the stable North American tectonic plate. See 
 DQ0870.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0870
 DQ0870.The horizontal coordinates are valid at the epoch date displayed above
 DQ0870.which is a decimal equivalence of Year/Month/Day.
 DQ0870
 DQ0870.The orthometric height was determined by GPS observations and a
 DQ0870.high-resolution geoid model using precise GPS observation and
 DQ0870.processing techniques.
 DQ0870
 DQ0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0870.GEOID18 height accuracy estimate available here.
 DQ0870
 DQ0870.Click photographs - Photos may exist for this station.
 DQ0870
 DQ0870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0870
 DQ0870.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0870
 DQ0870.The ellipsoidal height was determined by GPS observations
 DQ0870.and is referenced to NAD 83.
 DQ0870
 DQ0870. The following values were computed from the NAD 83(2011) position.
 DQ0870
 DQ0870;                    North         East     Units Scale Factor Converg.
 DQ0870;SPC DE       -    56,886.769   205,126.514   MT  0.99999532   +0 02 11.8
 DQ0870;SPC DE       -   186,636.01    672,985.90   sFT  0.99999532   +0 02 11.8
 DQ0870;UTM  18      - 4,262,738.361   468,798.263   MT  0.99961199   -0 13 22.3
 DQ0870
 DQ0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0870!SPC DE       -   1.00000357  x   0.99999532  =   0.99999889
 DQ0870!UTM  18      -   1.00000357  x   0.99961199  =   0.99961556
 DQ0870
 DQ0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6879862738(NAD 83)
 DQ0870
 DQ0870                          SUPERSEDED SURVEY CONTROL
 DQ0870
 DQ0870.No superseded survey control is available for this station.
 DQ0870
 DQ0870_MARKER: DB = BENCH MARK DISK
 DQ0870_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ0870_SP_SET: WING WALL OF BRIDGE
 DQ0870_STAMPING: DCP 23
 DQ0870_MARK LOGO: DELCOS
 DQ0870_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0870+STABILITY: SURFACE MOTION
 DQ0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0870+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2015
 DQ0870
 DQ0870  HISTORY     - Date     Condition        Report By
 DQ0870  HISTORY     - 20150316 MONUMENTED       DELCOS
 DQ0870
 DQ0870                          STATION DESCRIPTION
 DQ0870
 DQ0870'DESCRIBED BY DELAWARE COASTAL PROGRAM 2015 (ARD)
 DQ0870'THE STATION IS LOCATED ABOUT 6.7 MI (10.7 KM) WEST OF FRANKFORD, 6.6
 DQ0870'MI (10.6 KM) WEST-SOUTHWEST OF DAGSBORO AND 6.5 MI (10.5 KM)
 DQ0870'SOUTH-SOUTHWEST OF MILLSBORO.
 DQ0870'
 DQ0870'TO REACH FROM THE INTERSECTION OF ROUTE 30 (LAUREL RD) AND US 113
 DQ0870'(DUPONT HIGHWAY), PROCEED SOUTHWEST ALONG ROUTE 30 FOR 6.7 MI (10.8
 DQ0870'KM) TO THE MARK ON THE LEFT.  THE MARK IS LOCATED ON THE NORTH WING
 DQ0870'WALL ON THE EAST SIDE OF THE BRIDGE.
 DQ0870'
 DQ0870'IT IS 243 FT (74.1 M) EAST-NORTHEAST OF A POWER LINE POLE NUMBERED
 DQ0870'89036, 142.2 FT (43.3 M) SOUTHWEST OF A GREEN POWER BOX NUMBERED
 DQ0870'VF163, 81.6 FT (24.9 M) SOUTH-SOUTHEAST OF A POWER LINE POLE NUMBERED
 DQ0870'89035, 22.3 FT (6.8 M) SOUTHEAST OF THE CENTERLINE OF ROUTE 30 AND
 DQ0870'ABOUT 1.5 FT (0.5 M) LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0871 ***********************************************************************
 DQ0871  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0871  DESIGNATION -  DCP 24
 DQ0871  PID         -  DQ0871
 DQ0871  STATE/COUNTY-  DE/SUSSEX
 DQ0871  COUNTRY     -  US
 DQ0871  USGS QUAD   -  MILLSBORO (2016)
 DQ0871
 DQ0871                         *CURRENT SURVEY CONTROL
 DQ0871  ______________________________________________________________________
 DQ0871* NAD 83(2011) POSITION- 38 35 39.55372(N) 075 17 27.79782(W)   ADJUSTED
 DQ0871* NAD 83(2011) ELLIP HT-   -32.540 (meters)        (12/20/17)   ADJUSTED
 DQ0871* NAD 83(2011) EPOCH   -  2010.00
 DQ0871* NAVD 88 ORTHO HEIGHT -     3.19  (meters)       10.5   (feet) GPS OBS
 DQ0871  ______________________________________________________________________
 DQ0871  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0871  GEOID HEIGHT    -        -35.723 (meters)                     GEOID12B
 DQ0871  GEOID HEIGHT    -        -35.734 (meters)                     GEOID18
 DQ0871  NAD 83(2011) X  -  1,267,391.433 (meters)                     COMP
 DQ0871  NAD 83(2011) Y  - -4,827,937.848 (meters)                     COMP
 DQ0871  NAD 83(2011) Z  -  3,957,197.807 (meters)                     COMP
 DQ0871  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 DQ0871
 DQ0871  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0871  Standards:
 DQ0871         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0871            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0871  -------------------------------------------------------------------
 DQ0871  NETWORK    1.00   0.92           0.45   0.36   0.47     -0.12550372
 DQ0871  -------------------------------------------------------------------
 DQ0871  Click here for local accuracies and other accuracy information.
 DQ0871
 DQ0871.The horizontal coordinates were established by GPS observations
 DQ0871.and adjusted by the MASER CONSULTING in December 2017.
 DQ0871
 DQ0871.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0871.been affixed to the stable North American tectonic plate. See 
 DQ0871.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0871
 DQ0871.The horizontal coordinates are valid at the epoch date displayed above
 DQ0871.which is a decimal equivalence of Year/Month/Day.
 DQ0871
 DQ0871.The orthometric height was determined by GPS observations and a
 DQ0871.high-resolution geoid model using precise GPS observation and
 DQ0871.processing techniques.
 DQ0871
 DQ0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0871.GEOID18 height accuracy estimate available here.
 DQ0871
 DQ0871.Click photographs - Photos may exist for this station.
 DQ0871
 DQ0871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0871
 DQ0871.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0871
 DQ0871.The ellipsoidal height was determined by GPS observations
 DQ0871.and is referenced to NAD 83.
 DQ0871
 DQ0871. The following values were computed from the NAD 83(2011) position.
 DQ0871
 DQ0871;                    North         East     Units Scale Factor Converg.
 DQ0871;SPC DE       -    65,977.980   210,943.101   MT  0.99999647   +0 04 42.1
 DQ0871;SPC DE       -   216,462.76    692,069.16   sFT  0.99999647   +0 04 42.1
 DQ0871;UTM  18      - 4,271,799.618   474,653.734   MT  0.99960791   -0 10 53.6
 DQ0871
 DQ0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0871!SPC DE       -   1.00000511  x   0.99999647  =   1.00000158
 DQ0871!UTM  18      -   1.00000511  x   0.99960791  =   0.99961301
 DQ0871
 DQ0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7465371799(NAD 83)
 DQ0871
 DQ0871                          SUPERSEDED SURVEY CONTROL
 DQ0871
 DQ0871.No superseded survey control is available for this station.
 DQ0871
 DQ0871_MARKER: DB = BENCH MARK DISK
 DQ0871_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ0871_SP_SET: SPILL WAY RETAINING WALL
 DQ0871_STAMPING: DCP 24
 DQ0871_MARK LOGO: DELCOS
 DQ0871_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0871+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2013
 DQ0871
 DQ0871  HISTORY     - Date     Condition        Report By
 DQ0871  HISTORY     - 20130912 MONUMENTED       DELCOS
 DQ0871
 DQ0871                          STATION DESCRIPTION
 DQ0871
 DQ0871'DESCRIBED BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DQ0871'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH-NORTHEAST OF
 DQ0871'FRANKFORD, 3.9 MI (6.3 KM) NORTHWEST OF DAGSBORO AND IN THE TOWN OF
 DQ0871'MILLSBORO, DE.
 DQ0871'
 DQ0871'TO REACH FROM THE INTERSECTION OF US 113 (DUPONT HWY) AND ROUTE 24
 DQ0871'PROCEED NORTHEAST ALONG ROUTE 24 (MAIN STREET) FOR 0.7 MI (1.1 KM) TO
 DQ0871'THE MARK ON THE LEFT, MARK IS SET IN THE WESTERLY RETAINING WALL OF
 DQ0871'THE SPILLWAY.
 DQ0871'
 DQ0871'IT IS 82.8 FT (25.2 M) NORTHWEST OF A LIGHT POLE NUMBERED 55724/01429,
 DQ0871'30.8 FT (9.4 M) WEST OF THE CENTERLINE OF ROUTE 24 (MAIN STREET), 10.6
 DQ0871'FT (3.2 M) NORTH OF A STREAM GAUGE STATION, 1 FT (0.3 M) SOUTH OF
 DQ0871'STEPS LEADING TO WATER CONTROL STRUCTURE AND ABOUT 0.5 FT (15 CM)
 DQ0871'HIGHER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0872 ***********************************************************************
 DQ0872  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0872  DESIGNATION -  DCP 25
 DQ0872  PID         -  DQ0872
 DQ0872  STATE/COUNTY-  DE/SUSSEX
 DQ0872  COUNTRY     -  US
 DQ0872  USGS QUAD   -  LAUREL (2016)
 DQ0872
 DQ0872                         *CURRENT SURVEY CONTROL
 DQ0872  ______________________________________________________________________
 DQ0872* NAD 83(2011) POSITION- 38 33 51.52736(N) 075 37 16.31846(W)   ADJUSTED
 DQ0872* NAD 83(2011) ELLIP HT-   -34.076 (meters)        (12/20/17)   ADJUSTED
 DQ0872* NAD 83(2011) EPOCH   -  2010.00
 DQ0872* NAVD 88 ORTHO HEIGHT -     1.56  (meters)        5.1   (feet) GPS OBS
 DQ0872  ______________________________________________________________________
 DQ0872  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0872  GEOID HEIGHT    -        -35.626 (meters)                     GEOID12B
 DQ0872  GEOID HEIGHT    -        -35.637 (meters)                     GEOID18
 DQ0872  NAD 83(2011) X  -  1,240,066.975 (meters)                     COMP
 DQ0872  NAD 83(2011) Y  - -4,837,171.492 (meters)                     COMP
 DQ0872  NAD 83(2011) Z  -  3,954,592.839 (meters)                     COMP
 DQ0872  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 DQ0872
 DQ0872  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0872  Standards:
 DQ0872         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0872            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0872  -------------------------------------------------------------------
 DQ0872  NETWORK    0.81   0.84           0.35   0.31   0.43     -0.08257449
 DQ0872  -------------------------------------------------------------------
 DQ0872  Click here for local accuracies and other accuracy information.
 DQ0872
 DQ0872.The horizontal coordinates were established by GPS observations
 DQ0872.and adjusted by the MASER CONSULTING in December 2017.
 DQ0872
 DQ0872.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0872.been affixed to the stable North American tectonic plate. See 
 DQ0872.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0872
 DQ0872.The horizontal coordinates are valid at the epoch date displayed above
 DQ0872.which is a decimal equivalence of Year/Month/Day.
 DQ0872
 DQ0872.The orthometric height was determined by GPS observations and a
 DQ0872.high-resolution geoid model using precise GPS observation and
 DQ0872.processing techniques.
 DQ0872
 DQ0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0872.GEOID18 height accuracy estimate available here.
 DQ0872
 DQ0872.Click photographs - Photos may exist for this station.
 DQ0872
 DQ0872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0872
 DQ0872.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0872
 DQ0872.The ellipsoidal height was determined by GPS observations
 DQ0872.and is referenced to NAD 83.
 DQ0872
 DQ0872. The following values were computed from the NAD 83(2011) position.
 DQ0872
 DQ0872;                    North         East     Units Scale Factor Converg.
 DQ0872;SPC DE       -    62,659.312   182,173.986   MT  0.99999891   -0 07 39.0
 DQ0872;SPC DE       -   205,574.76    597,682.49   sFT  0.99999891   -0 07 39.0
 DQ0872;UTM  18      - 4,268,612.649   445,880.679   MT  0.99963607   -0 23 14.1
 DQ0872
 DQ0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0872!SPC DE       -   1.00000535  x   0.99999891  =   1.00000426
 DQ0872!UTM  18      -   1.00000535  x   0.99963607  =   0.99964141
 DQ0872
 DQ0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4588068612(NAD 83)
 DQ0872
 DQ0872                          SUPERSEDED SURVEY CONTROL
 DQ0872
 DQ0872.No superseded survey control is available for this station.
 DQ0872
 DQ0872_MARKER: DB = BENCH MARK DISK
 DQ0872_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ0872_SP_SET: BRIDGE WING WALL
 DQ0872_STAMPING: DCP 25
 DQ0872_MARK LOGO: DELCOS
 DQ0872_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0872_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ0872+STABILITY: POSITION/ELEVATION WELL
 DQ0872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0872+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2013
 DQ0872
 DQ0872  HISTORY     - Date     Condition        Report By
 DQ0872  HISTORY     - 20130912 MONUMENTED       DELCOS
 DQ0872
 DQ0872                          STATION DESCRIPTION
 DQ0872
 DQ0872'DESCRIBED BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DQ0872'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH OF BLADES, 2.7 MI
 DQ0872'(4.3 KM) WEST-NORTHWEST OF LAUREL AND IN THE TOWN OF BETHEL, DE.
 DQ0872'
 DQ0872'TO REACH FROM THE INTERSECTION OF US 113 (DUPONT HIGHWAY) AND STATE
 DQ0872'ROUTE 24 (MARKET STREET)PROCEED WEST ALONG ROUTE 24 FOR 1.1 MI (1.8
 DQ0872'KM) MAKE SLIGHT RIGHT ONTO TOWNSEND STREET AND PROCEED WEST FOR 0.1 MI
 DQ0872'(0.2 KM) AND MAKE A SLIGHT RIGHT ONTO WEST SIXTH STREET TAKE A SLIGHT
 DQ0872'RIGHT ONTO ROAD 492A, PROCEED FOR 0.7 MI (1.1 KM) AND MAKE A LEFT ONTO
 DQ0872'SHELL BRIDGE ROAD WEST TO THE STATION ON THE RIGHT.  THE MARK IS
 DQ0872'LOCATED ON THE NORTHWEST-MOST WING WALL OF THE BRIDGE ALONGSIDE BROAD
 DQ0872'CREEK.
 DQ0872'
 DQ0872'IT IS 204 FT (62.2 M) EAST-NORTHEAST OF A POWER LINE POLE NUMBERED
 DQ0872'46263/00371, 147 FT (44.8 M) WEST OF A POWER LINE POLE NUMBERED
 DQ0872'46289/00388, 17.2 FT (5.2 M) NORTH-NORTHWEST OF THE CENTERLINE OF
 DQ0872'SHELL BRIDGE ROAD, 15.2 FT (4.6 M) SOUTHEAST OF THE END OF THE
 DQ0872'BULKHEAD RUNNING EAST-WEST AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0873 ***********************************************************************
 DQ0873  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0873  DESIGNATION -  DCP 26
 DQ0873  PID         -  DQ0873
 DQ0873  STATE/COUNTY-  DE/SUSSEX
 DQ0873  COUNTRY     -  US
 DQ0873  USGS QUAD   -  ELLENDALE (2016)
 DQ0873
 DQ0873                         *CURRENT SURVEY CONTROL
 DQ0873  ______________________________________________________________________
 DQ0873* NAD 83(2011) POSITION- 38 45 03.25336(N) 075 24 23.41459(W)   ADJUSTED
 DQ0873* NAD 83(2011) ELLIP HT-   -21.797 (meters)        (12/20/17)   ADJUSTED
 DQ0873* NAD 83(2011) EPOCH   -  2010.00
 DQ0873* NAVD 88 ORTHO HEIGHT -    13.75  (meters)       45.1   (feet) GPS OBS
 DQ0873  ______________________________________________________________________
 DQ0873  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0873  GEOID HEIGHT    -        -35.536 (meters)                     GEOID12B
 DQ0873  GEOID HEIGHT    -        -35.550 (meters)                     GEOID18
 DQ0873  NAD 83(2011) X  -  1,254,926.175 (meters)                     COMP
 DQ0873  NAD 83(2011) Y  - -4,819,978.783 (meters)                     COMP
 DQ0873  NAD 83(2011) Z  -  3,970,775.237 (meters)                     COMP
 DQ0873  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 DQ0873
 DQ0873  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0873  Standards:
 DQ0873         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0873            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0873  -------------------------------------------------------------------
 DQ0873  NETWORK    1.02   0.96           0.46   0.36   0.49     -0.12726037
 DQ0873  -------------------------------------------------------------------
 DQ0873  Click here for local accuracies and other accuracy information.
 DQ0873
 DQ0873.The horizontal coordinates were established by GPS observations
 DQ0873.and adjusted by the MASER CONSULTING in December 2017.
 DQ0873
 DQ0873.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0873.been affixed to the stable North American tectonic plate. See 
 DQ0873.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0873
 DQ0873.The horizontal coordinates are valid at the epoch date displayed above
 DQ0873.which is a decimal equivalence of Year/Month/Day.
 DQ0873
 DQ0873.The orthometric height was determined by GPS observations and a
 DQ0873.high-resolution geoid model using precise GPS observation and
 DQ0873.processing techniques.
 DQ0873
 DQ0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0873.GEOID18 height accuracy estimate available here.
 DQ0873
 DQ0873.Click photographs - Photos may exist for this station.
 DQ0873
 DQ0873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0873
 DQ0873.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0873
 DQ0873.The ellipsoidal height was determined by GPS observations
 DQ0873.and is referenced to NAD 83.
 DQ0873
 DQ0873. The following values were computed from the NAD 83(2011) position.
 DQ0873
 DQ0873;                    North         East     Units Scale Factor Converg.
 DQ0873;SPC DE       -    83,352.645   200,883.425   MT  0.99999501   +0 00 22.9
 DQ0873;SPC DE       -   273,466.14    659,065.04   sFT  0.99999501   +0 00 22.9
 DQ0873;UTM  18      - 4,289,213.126   464,676.949   MT  0.99961536   -0 15 16.0
 DQ0873
 DQ0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0873!SPC DE       -   1.00000342  x   0.99999501  =   0.99999843
 DQ0873!UTM  18      -   1.00000342  x   0.99961536  =   0.99961878
 DQ0873
 DQ0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6467689213(NAD 83)
 DQ0873
 DQ0873                          SUPERSEDED SURVEY CONTROL
 DQ0873
 DQ0873.No superseded survey control is available for this station.
 DQ0873
 DQ0873_MARKER: DB = BENCH MARK DISK
 DQ0873_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DQ0873_SP_SET: CULVERT HEADWALL
 DQ0873_STAMPING: DCP 26
 DQ0873_MARK LOGO: DELCOS
 DQ0873_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0873+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2013
 DQ0873
 DQ0873  HISTORY     - Date     Condition        Report By
 DQ0873  HISTORY     - 20130912 MONUMENTED       DELCOS
 DQ0873
 DQ0873                          STATION DESCRIPTION
 DQ0873
 DQ0873'DESCRIBED BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DQ0873'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) WEST-SOUTHWEST OF MILTON,
 DQ0873'4.3 MI (6.9 KM) NORTH-NORTHWEST OF GEORGETOWN AND 4.0 MI (6.4 KM)
 DQ0873'SOUTH-SOUTHEAST OF ELLENDALE.
 DQ0873'
 DQ0873'TO REACH FROM THE POST OFFICE IN GEORGETOWN, DE, PROCEED NORTHWEST ON
 DQ0873'SOUTH KING ST FOR 300 FT (91.4 M) AND TURN LEFT ONTO EAST PINE STREET
 DQ0873'AND PROCEED FOR 0.3 MI (0.5 KM) TURN RIGHT ONTO SOUTH BEDFORD STREET,
 DQ0873'PROCEED THROUGH TRAFFIC CIRCLE AND CONTINUE ON NORTH BEDFORD STREET
 DQ0873'(SECOND EXIT) FOR 0.7 MI (1.1 KM) TAKE A SLIGHT RIGHT AND CONTINUE ON
 DQ0873'NORTH BEDFORD STREET AND MAKE A RIGHT ONTO EAST REDDEN ROAD TO THE
 DQ0873'MARK ON THE LEFT.
 DQ0873'
 DQ0873'IT IS 405 FT (123.4 M) WEST OF THE INTERSECTION OF EAST REDDEN ROAD
 DQ0873'AND PINE ROAD, 37.2 FT (11.3 M) EAST OF A POWER LINE POLE NUMBERED
 DQ0873'34514, 18.3 FT (5.6 M) NORTH OF THE CENTERLINE OF EAST REDDEN ROAD AND
 DQ0873'ABOUT LEVEL WITH THE ROAD.  THE MARK IS SET IN THE HEADWALL OF AN
 DQ0873'UNDERGROUND CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0874 ***********************************************************************
 DQ0874  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0874  DESIGNATION -  DCP 27
 DQ0874  PID         -  DQ0874
 DQ0874  STATE/COUNTY-  DE/SUSSEX
 DQ0874  COUNTRY     -  US
 DQ0874  USGS QUAD   -  GREENWOOD (2016)
 DQ0874
 DQ0874                         *CURRENT SURVEY CONTROL
 DQ0874  ______________________________________________________________________
 DQ0874* NAD 83(2011) POSITION- 38 48 20.32210(N) 075 34 51.36052(W)   ADJUSTED
 DQ0874* NAD 83(2011) ELLIP HT-   -21.934 (meters)        (12/20/17)   ADJUSTED
 DQ0874* NAD 83(2011) EPOCH   -  2010.00
 DQ0874* NAVD 88 ORTHO HEIGHT -    13.45  (meters)       44.1   (feet) GPS OBS
 DQ0874  ______________________________________________________________________
 DQ0874  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0874  GEOID HEIGHT    -        -35.374 (meters)                     GEOID12B
 DQ0874  GEOID HEIGHT    -        -35.378 (meters)                     GEOID18
 DQ0874  NAD 83(2011) X  -  1,239,298.827 (meters)                     COMP
 DQ0874  NAD 83(2011) Y  - -4,820,090.681 (meters)                     COMP
 DQ0874  NAD 83(2011) Z  -  3,975,512.539 (meters)                     COMP
 DQ0874  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 DQ0874
 DQ0874  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0874  Standards:
 DQ0874         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0874            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0874  -------------------------------------------------------------------
 DQ0874  NETWORK    0.81   0.73           0.36   0.29   0.37     -0.10595045
 DQ0874  -------------------------------------------------------------------
 DQ0874  Click here for local accuracies and other accuracy information.
 DQ0874
 DQ0874.The horizontal coordinates were established by GPS observations
 DQ0874.and adjusted by the MASER CONSULTING in December 2017.
 DQ0874
 DQ0874.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0874.been affixed to the stable North American tectonic plate. See 
 DQ0874.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0874
 DQ0874.The horizontal coordinates are valid at the epoch date displayed above
 DQ0874.which is a decimal equivalence of Year/Month/Day.
 DQ0874
 DQ0874.The orthometric height was determined by GPS observations and a
 DQ0874.high-resolution geoid model using precise GPS observation and
 DQ0874.processing techniques.
 DQ0874
 DQ0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0874.GEOID18 height accuracy estimate available here.
 DQ0874
 DQ0874.Click photographs - Photos may exist for this station.
 DQ0874
 DQ0874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0874
 DQ0874.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0874
 DQ0874.The ellipsoidal height was determined by GPS observations
 DQ0874.and is referenced to NAD 83.
 DQ0874
 DQ0874. The following values were computed from the NAD 83(2011) position.
 DQ0874
 DQ0874;                    North         East     Units Scale Factor Converg.
 DQ0874;SPC DE       -    89,442.286   185,731.377   MT  0.99999751   -0 06 10.6
 DQ0874;SPC DE       -   293,445.23    609,353.69   sFT  0.99999751   -0 06 10.6
 DQ0874;UTM  18      - 4,295,369.420   449,558.435   MT  0.99963133   -0 21 50.6
 DQ0874
 DQ0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0874!SPC DE       -   1.00000344  x   0.99999751  =   1.00000095
 DQ0874!UTM  18      -   1.00000344  x   0.99963133  =   0.99963477
 DQ0874
 DQ0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4955895369(NAD 83)
 DQ0874
 DQ0874                          SUPERSEDED SURVEY CONTROL
 DQ0874
 DQ0874.No superseded survey control is available for this station.
 DQ0874
 DQ0874_MARKER: DB = BENCH MARK DISK
 DQ0874_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ0874_SP_SET: WING WALL OF BRIDGE
 DQ0874_STAMPING: DCP 27
 DQ0874_MARK LOGO: DELCOS
 DQ0874_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0874+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2013
 DQ0874
 DQ0874  HISTORY     - Date     Condition        Report By
 DQ0874  HISTORY     - 20130913 MONUMENTED       DELCOS
 DQ0874
 DQ0874                          STATION DESCRIPTION
 DQ0874
 DQ0874'DESCRIBED BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DQ0874'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) EAST-SOUTHEAST OF
 DQ0874'HICKMAN, 4.5 MI (7.2 KM) NORTH-NORTHEAST OF BRIDGEVILLE AND IN THE
 DQ0874'TOWN OF GREENWOOD, DE.
 DQ0874'
 DQ0874'TO REACH FROM THE INTERSECTION OF NORTHBOUND US ROUTE 13 (SUSSEX
 DQ0874'HIGHWAY) AND STATE ROUTE 16 (SEASHORE HIGHWAY), PROCEED EAST ON ROUTE
 DQ0874'16 FOR 0.2 MI (0.3 KM) TO THE MARK ON THE RIGHT.  MARK IS SET IN THE
 DQ0874'EASTERLY MOST WING WALL ON THE SOUTH SIDE OF THE BRIDGE OVER A SMALL
 DQ0874'CREEK.
 DQ0874'
 DQ0874'IT IS 106.3 FT (32.4 M) WEST OF A POWER LINE POLE NUMBERED
 DQ0874'47491/79168, 82.8 FT (25.2 M) SOUTHWEST OF THE ENTRANCE TO A PAVED
 DQ0874'DRIVEWAY LEADING NORTH TO A ONE STORY RANCH-STYLE HOME, 59.4 FT (18.1
 DQ0874'M) EAST OF A POWER LINE POLE NUMBERED 47475/09171, 21.3 FT (6.5 M)
 DQ0874'SOUTH OF THE CENTERLINE OF STATE ROUTE 16 AND ABOUT 0.5 FT (15 CM)
 DQ0874'LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0875 ***********************************************************************
 DQ0875  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0875  DESIGNATION -  DCP 28
 DQ0875  PID         -  DQ0875
 DQ0875  STATE/COUNTY-  DE/SUSSEX
 DQ0875  COUNTRY     -  US
 DQ0875  USGS QUAD   -  TRAP POND (2016)
 DQ0875
 DQ0875                         *CURRENT SURVEY CONTROL
 DQ0875  ______________________________________________________________________
 DQ0875* NAD 83(2011) POSITION- 38 36 45.96304(N) 075 27 59.57645(W)   ADJUSTED
 DQ0875* NAD 83(2011) ELLIP HT-   -22.158 (meters)        (12/20/17)   ADJUSTED
 DQ0875* NAD 83(2011) EPOCH   -  2010.00
 DQ0875* NAVD 88 ORTHO HEIGHT -    13.50  (meters)       44.3   (feet) GPS OBS
 DQ0875  ______________________________________________________________________
 DQ0875  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0875  GEOID HEIGHT    -        -35.646 (meters)                     GEOID12B
 DQ0875  GEOID HEIGHT    -        -35.666 (meters)                     GEOID18
 DQ0875  NAD 83(2011) X  -  1,252,279.198 (meters)                     COMP
 DQ0875  NAD 83(2011) Y  - -4,830,568.234 (meters)                     COMP
 DQ0875  NAD 83(2011) Z  -  3,958,804.570 (meters)                     COMP
 DQ0875  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 DQ0875
 DQ0875  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0875  Standards:
 DQ0875         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0875            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0875  -------------------------------------------------------------------
 DQ0875  NETWORK    0.80   0.80           0.34   0.31   0.41     -0.08688229
 DQ0875  -------------------------------------------------------------------
 DQ0875  Click here for local accuracies and other accuracy information.
 DQ0875
 DQ0875.The horizontal coordinates were established by GPS observations
 DQ0875.and adjusted by the MASER CONSULTING in December 2017.
 DQ0875
 DQ0875.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0875.been affixed to the stable North American tectonic plate. See 
 DQ0875.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0875
 DQ0875.The horizontal coordinates are valid at the epoch date displayed above
 DQ0875.which is a decimal equivalence of Year/Month/Day.
 DQ0875
 DQ0875.The orthometric height was determined by GPS observations and a
 DQ0875.high-resolution geoid model using precise GPS observation and
 DQ0875.processing techniques.
 DQ0875
 DQ0875.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0875.GEOID18 height accuracy estimate available here.
 DQ0875
 DQ0875.Click photographs - Photos may exist for this station.
 DQ0875
 DQ0875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0875
 DQ0875.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0875
 DQ0875.The ellipsoidal height was determined by GPS observations
 DQ0875.and is referenced to NAD 83.
 DQ0875
 DQ0875. The following values were computed from the NAD 83(2011) position.
 DQ0875
 DQ0875;                    North         East     Units Scale Factor Converg.
 DQ0875;SPC DE       -    68,019.434   195,655.439   MT  0.99999523   -0 01 52.1
 DQ0875;SPC DE       -   223,160.43    641,912.89   sFT  0.99999523   -0 01 52.1
 DQ0875;UTM  18      - 4,273,909.611   459,381.325   MT  0.99962032   -0 17 28.2
 DQ0875
 DQ0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0875!SPC DE       -   1.00000348  x   0.99999523  =   0.99999871
 DQ0875!UTM  18      -   1.00000348  x   0.99962032  =   0.99962380
 DQ0875
 DQ0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5938173909(NAD 83)
 DQ0875
 DQ0875                          SUPERSEDED SURVEY CONTROL
 DQ0875
 DQ0875.No superseded survey control is available for this station.
 DQ0875
 DQ0875_MARKER: DB = BENCH MARK DISK
 DQ0875_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ0875_SP_SET: BRIDGE WING WALL
 DQ0875_STAMPING: DCP 28
 DQ0875_MARK LOGO: DELCOS
 DQ0875_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0875+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2013
 DQ0875
 DQ0875  HISTORY     - Date     Condition        Report By
 DQ0875  HISTORY     - 20130913 MONUMENTED       DELCOS
 DQ0875
 DQ0875                          STATION DESCRIPTION
 DQ0875
 DQ0875'DESCRIBED BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DQ0875'THE STATION IS LOCATED ABOUT 7.9 MI (12.8 KM) EAST-SOUTHEAST OF
 DQ0875'BLADES, 6.9 MI (11.1 KM) NORTHEAST OF LAUREL AND 6.9 MI (11.1 KM)
 DQ0875'SOUTHWEST OF GEORGETOWN.
 DQ0875'
 DQ0875'TO REACH FROM THE INTERSECTION OF US ROUTE 113 AND STATE ROUTE 20,
 DQ0875'PROCEED 8.5 MI (13.7 KM) TO THE STATION ON THE LEFT.  MARK IS SET ON
 DQ0875'THE EASTERLY-MOST WALL ON THE SOUTH SIDE OF THE BRIDGE.
 DQ0875'
 DQ0875'IT IS 156.3 FT (47.6 M) EAST-SOUTHEAST OF A POWER LINE POLE NUMBERED
 DQ0875'35243, 68.5 FT (20.9 M) WEST-NORTHWEST OF A POWER LINE POLE NUMBERED
 DQ0875'35244, 21.8 FT (6.6 M) SOUTH OF THE CENTERLINE OF STATE ROUTE 20 AND
 DQ0875'ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0876 ***********************************************************************
 DQ0876  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0876  DESIGNATION -  DCP 29
 DQ0876  PID         -  DQ0876
 DQ0876  STATE/COUNTY-  DE/SUSSEX
 DQ0876  COUNTRY     -  US
 DQ0876  USGS QUAD   -  SEAFORD EAST (2016)
 DQ0876
 DQ0876                         *CURRENT SURVEY CONTROL
 DQ0876  ______________________________________________________________________
 DQ0876* NAD 83(2011) POSITION- 38 38 35.41298(N) 075 33 14.21880(W)   ADJUSTED
 DQ0876* NAD 83(2011) ELLIP HT-   -32.255 (meters)        (12/20/17)   ADJUSTED
 DQ0876* NAD 83(2011) EPOCH   -  2010.00
 DQ0876* NAVD 88 ORTHO HEIGHT -     3.35  (meters)       11.0   (feet) GPS OBS
 DQ0876  ______________________________________________________________________
 DQ0876  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0876  GEOID HEIGHT    -        -35.594 (meters)                     GEOID12B
 DQ0876  GEOID HEIGHT    -        -35.611 (meters)                     GEOID18
 DQ0876  NAD 83(2011) X  -  1,244,381.495 (meters)                     COMP
 DQ0876  NAD 83(2011) Y  - -4,830,425.002 (meters)                     COMP
 DQ0876  NAD 83(2011) Z  -  3,961,434.829 (meters)                     COMP
 DQ0876  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 DQ0876
 DQ0876  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0876  Standards:
 DQ0876         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0876            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0876  -------------------------------------------------------------------
 DQ0876  NETWORK    0.88   0.92           0.38   0.34   0.47     -0.09359205
 DQ0876  -------------------------------------------------------------------
 DQ0876  Click here for local accuracies and other accuracy information.
 DQ0876
 DQ0876.The horizontal coordinates were established by GPS observations
 DQ0876.and adjusted by the MASER CONSULTING in December 2017.
 DQ0876
 DQ0876.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0876.been affixed to the stable North American tectonic plate. See 
 DQ0876.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0876
 DQ0876.The horizontal coordinates are valid at the epoch date displayed above
 DQ0876.which is a decimal equivalence of Year/Month/Day.
 DQ0876
 DQ0876.The orthometric height was determined by GPS observations and a
 DQ0876.high-resolution geoid model using precise GPS observation and
 DQ0876.processing techniques.
 DQ0876
 DQ0876.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0876.GEOID18 height accuracy estimate available here.
 DQ0876
 DQ0876.Click photographs - Photos may exist for this station.
 DQ0876
 DQ0876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0876
 DQ0876.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0876
 DQ0876.The ellipsoidal height was determined by GPS observations
 DQ0876.and is referenced to NAD 83.
 DQ0876
 DQ0876. The following values were computed from the NAD 83(2011) position.
 DQ0876
 DQ0876;                    North         East     Units Scale Factor Converg.
 DQ0876;SPC DE       -    71,402.140   188,048.224   MT  0.99999676   -0 05 08.6
 DQ0876;SPC DE       -   234,258.52    616,954.88   sFT  0.99999676   -0 05 08.6
 DQ0876;UTM  18      - 4,277,325.548   451,792.366   MT  0.99962862   -0 20 45.4
 DQ0876
 DQ0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0876!SPC DE       -   1.00000506  x   0.99999676  =   1.00000182
 DQ0876!UTM  18      -   1.00000506  x   0.99962862  =   0.99963368
 DQ0876
 DQ0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5179277325(NAD 83)
 DQ0876
 DQ0876                          SUPERSEDED SURVEY CONTROL
 DQ0876
 DQ0876.No superseded survey control is available for this station.
 DQ0876
 DQ0876_MARKER: DB = BENCH MARK DISK
 DQ0876_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 DQ0876_SP_SET: SPILLWAY
 DQ0876_STAMPING: DCP 29
 DQ0876_MARK LOGO: DELCOS
 DQ0876_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ0876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ0876+STABILITY: POSITION/ELEVATION WELL
 DQ0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0876+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2013
 DQ0876
 DQ0876  HISTORY     - Date     Condition        Report By
 DQ0876  HISTORY     - 20130916 MONUMENTED       DELCOS
 DQ0876
 DQ0876                          STATION DESCRIPTION
 DQ0876
 DQ0876'DESCRIBED BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DQ0876'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTH OF LAUREL, 3.1 MI
 DQ0876'(5.0 KM) EAST OF SEAFORD AND 3.1 MI (4.9 KM) EAST OF BLADES.
 DQ0876'
 DQ0876'TO REACH FROM THE POST OFFICE IN SEAFORD, DE, PROCEED EAST ON FEDERAL
 DQ0876'STREET AND TURN LEFT ONTO JET DRIVE, PROCEED 0.1 MI (0.2 KM) AND MAKE
 DQ0876'A RIGHT ONTO HERRING RUN ROAD (534)AND PROCEED FOR 0.2 MI (0.3 KM)
 DQ0876'EAST TO US ROUTE 13.  PROCEED SOUTH ON US 13 FOR 1.4 MI (2.3 KM) AND
 DQ0876'TURN LEFT ONTO STATE ROUTE 20 (CONCORD RD) AND PROCEED EAST FOR 2.1 MI
 DQ0876'(3.4 KM) AND TURN LEFT ONTO CONCORD POND ROAD (524), PROCEED 0.3 MI
 DQ0876'(0.5 KM) TO THE STATION ON THE RIGHT.  MARK IS SET IN THE EAST SIDE OF
 DQ0876'THE BRIDGE OVER CONCORD POND.
 DQ0876'
 DQ0876'IT IS 150 FT (45.7 M) EAST OF A POWER LINE POLE NUMBERED 100026, 87.3
 DQ0876'FT (26.6 M) SOUTHWEST OF A POWER LINE POLE NUMBERED 41069, 18.6 FT
 DQ0876'(5.7 M) SOUTH OF THE CENTERLINE OF CONCORD POND ROAD, 3.8 FT (1.2 M)
 DQ0876'EAST OF A DRAIN HOLE ON THE BRIDGE AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0899 ***********************************************************************
 DQ0899  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0899  DESIGNATION -  DCP 3
 DQ0899  PID         -  DQ0899
 DQ0899  STATE/COUNTY-  DE/KENT
 DQ0899  COUNTRY     -  US
 DQ0899  USGS QUAD   -  LITTLE CREEK (2016)
 DQ0899
 DQ0899                         *CURRENT SURVEY CONTROL
 DQ0899  ______________________________________________________________________
 DQ0899* NAD 83(2011) POSITION- 39 07 29.82828(N) 075 29 54.33537(W)   ADJUSTED
 DQ0899* NAD 83(2011) ELLIP HT-   -27.570 (meters)        (12/20/17)   ADJUSTED
 DQ0899* NAD 83(2011) EPOCH   -  2010.00
 DQ0899* NAVD 88 ORTHO HEIGHT -     7.00  (meters)       23.0   (feet) GPS OBS
 DQ0899  ______________________________________________________________________
 DQ0899  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0899  GEOID HEIGHT    -        -34.550 (meters)                     GEOID12B
 DQ0899  GEOID HEIGHT    -        -34.560 (meters)                     GEOID18
 DQ0899  NAD 83(2011) X  -  1,240,655.587 (meters)                     COMP
 DQ0899  NAD 83(2011) Y  - -4,796,715.766 (meters)                     COMP
 DQ0899  NAD 83(2011) Z  -  4,003,070.502 (meters)                     COMP
 DQ0899  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC18
 DQ0899
 DQ0899  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0899  Standards:
 DQ0899         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0899            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0899  -------------------------------------------------------------------
 DQ0899  NETWORK    0.83   0.74           0.38   0.29   0.38     -0.01262993
 DQ0899  -------------------------------------------------------------------
 DQ0899  Click here for local accuracies and other accuracy information.
 DQ0899
 DQ0899.The horizontal coordinates were established by GPS observations
 DQ0899.and adjusted by the MASER CONSULTING in December 2017.
 DQ0899
 DQ0899.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0899.been affixed to the stable North American tectonic plate. See 
 DQ0899.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0899
 DQ0899.The horizontal coordinates are valid at the epoch date displayed above
 DQ0899.which is a decimal equivalence of Year/Month/Day.
 DQ0899
 DQ0899.The orthometric height was determined by GPS observations and a
 DQ0899.high-resolution geoid model using precise GPS observation and
 DQ0899.processing techniques.
 DQ0899
 DQ0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0899.GEOID18 height accuracy estimate available here.
 DQ0899
 DQ0899.Click photographs - Photos may exist for this station.
 DQ0899
 DQ0899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0899
 DQ0899.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0899
 DQ0899.The ellipsoidal height was determined by GPS observations
 DQ0899.and is referenced to NAD 83.
 DQ0899
 DQ0899. The following values were computed from the NAD 83(2011) position.
 DQ0899
 DQ0899;                    North         East     Units Scale Factor Converg.
 DQ0899;SPC DE       -   124,880.313   192,929.949   MT  0.99999562   -0 03 05.7
 DQ0899;SPC DE       -   409,711.49    632,971.01   sFT  0.99999562   -0 03 05.7
 DQ0899;UTM  18      - 4,330,761.075   456,916.278   MT  0.99962286   -0 18 52.3
 DQ0899
 DQ0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0899!SPC DE       -   1.00000433  x   0.99999562  =   0.99999995
 DQ0899!UTM  18      -   1.00000433  x   0.99962286  =   0.99962718
 DQ0899
 DQ0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5691630761(NAD 83)
 DQ0899
 DQ0899                          SUPERSEDED SURVEY CONTROL
 DQ0899
 DQ0899.No superseded survey control is available for this station.
 DQ0899
 DQ0899_MARKER: DB = BENCH MARK DISK
 DQ0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0899_STAMPING: DCP 3 2012
 DQ0899_MARK LOGO: DELCOS
 DQ0899_PROJECTION: FLUSH
 DQ0899_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0899+STABILITY: SURFACE MOTION
 DQ0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0899+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2021
 DQ0899
 DQ0899  HISTORY     - Date     Condition        Report By
 DQ0899  HISTORY     - 20120203 MONUMENTED       DELCOS
 DQ0899  HISTORY     - 20210303 GOOD             USPSQD
 DQ0899
 DQ0899                          STATION DESCRIPTION
 DQ0899
 DQ0899'DESCRIBED BY DELAWARE COASTAL PROGRAM 2012 (ARD)
 DQ0899'THE STATION IS LOCATED ABOUT 3.3 MI (5.3 KM) EAST OF WYOMING, 2.7 MI
 DQ0899'(4.3 KM) SOUTH-SOUTHEAST OF DOVER AND 2.5 MI (4.0 KM) EAST-NORTHEAST
 DQ0899'OF CAMDEN.
 DQ0899'
 DQ0899'TO REACH FROM THE INTERSECTION OF ROUTE 13 (DUPONT BLVD) AND ROUTE 10
 DQ0899'(LEBANON ROAD), PROCEED EAST ON LEBANON ROAD FOR APPROXIMATELY 2.4 MI
 DQ0899'(3.9 KM) TO MONUMENT ON RIGHT.
 DQ0899'
 DQ0899'IT IS 213 FT (64.9 M) NORTH OF A FIRE HYDRANT, 180 FT (54.9 M)
 DQ0899'SOUTHWEST OF A POWER LINE POLE NUMBERED 49913/20794 WITH A GREEN BOX
 DQ0899'NUMBERED EC36CC, 40.8 FT (12.4 M) SOUTHEAST OF THE CENTERLINE OF
 DQ0899'LEBANON ROAD, 14.8 FT (4.5 M) NORTHWEST OF CENTER OF SIDEWALK, 1 FT
 DQ0899'(0.3 M) NORTH OF A FIBERGLASS WITNESS POST AND SET IN THE TOP OF A
 DQ0899'12-IN (30 CM) ROUND CONCRETE POST AND ABOUT LEVEL WITH THE ROAD.
 DQ0899
 DQ0899                          STATION RECOVERY (2021)
 DQ0899
 DQ0899'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 DQ0899'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0877 ***********************************************************************
 DQ0877  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0877  DESIGNATION -  DCP 30
 DQ0877  PID         -  DQ0877
 DQ0877  STATE/COUNTY-  DE/SUSSEX
 DQ0877  COUNTRY     -  US
 DQ0877  USGS QUAD   -  MILLSBORO (2016)
 DQ0877
 DQ0877                         *CURRENT SURVEY CONTROL
 DQ0877  ______________________________________________________________________
 DQ0877* NAD 83(2011) POSITION- 38 36 01.85507(N) 075 21 37.48377(W)   ADJUSTED
 DQ0877* NAD 83(2011) ELLIP HT-   -23.113 (meters)        (12/20/17)   ADJUSTED
 DQ0877* NAD 83(2011) EPOCH   -  2010.00
 DQ0877* NAVD 88 ORTHO HEIGHT -    12.59  (meters)       41.3   (feet) GPS OBS
 DQ0877  ______________________________________________________________________
 DQ0877  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0877  GEOID HEIGHT    -        -35.691 (meters)                     GEOID12B
 DQ0877  GEOID HEIGHT    -        -35.706 (meters)                     GEOID18
 DQ0877  NAD 83(2011) X  -  1,261,439.669 (meters)                     COMP
 DQ0877  NAD 83(2011) Y  - -4,829,060.559 (meters)                     COMP
 DQ0877  NAD 83(2011) Z  -  3,957,741.135 (meters)                     COMP
 DQ0877  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 DQ0877
 DQ0877  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0877  Standards:
 DQ0877         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0877            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0877  -------------------------------------------------------------------
 DQ0877  NETWORK    1.00   1.04           0.42   0.39   0.53     -0.24796358
 DQ0877  -------------------------------------------------------------------
 DQ0877  Click here for local accuracies and other accuracy information.
 DQ0877
 DQ0877.The horizontal coordinates were established by GPS observations
 DQ0877.and adjusted by the MASER CONSULTING in December 2017.
 DQ0877
 DQ0877.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0877.been affixed to the stable North American tectonic plate. See 
 DQ0877.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0877
 DQ0877.The horizontal coordinates are valid at the epoch date displayed above
 DQ0877.which is a decimal equivalence of Year/Month/Day.
 DQ0877
 DQ0877.The orthometric height was determined by GPS observations and a
 DQ0877.high-resolution geoid model using precise GPS observation and
 DQ0877.processing techniques.
 DQ0877
 DQ0877.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0877.GEOID18 height accuracy estimate available here.
 DQ0877
 DQ0877.Click photographs - Photos may exist for this station.
 DQ0877
 DQ0877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0877
 DQ0877.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0877
 DQ0877.The ellipsoidal height was determined by GPS observations
 DQ0877.and is referenced to NAD 83.
 DQ0877
 DQ0877. The following values were computed from the NAD 83(2011) position.
 DQ0877
 DQ0877;                    North         East     Units Scale Factor Converg.
 DQ0877;SPC DE       -    66,659.668   204,900.385   MT  0.99999530   +0 02 06.3
 DQ0877;SPC DE       -   218,699.26    672,244.01   sFT  0.99999530   +0 02 06.3
 DQ0877;UTM  18      - 4,272,508.439   468,616.503   MT  0.99961213   -0 13 29.5
 DQ0877
 DQ0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0877!SPC DE       -   1.00000363  x   0.99999530  =   0.99999893
 DQ0877!UTM  18      -   1.00000363  x   0.99961213  =   0.99961576
 DQ0877
 DQ0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6861672508(NAD 83)
 DQ0877
 DQ0877                          SUPERSEDED SURVEY CONTROL
 DQ0877
 DQ0877.No superseded survey control is available for this station.
 DQ0877
 DQ0877_MARKER: DB = BENCH MARK DISK
 DQ0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0877_STAMPING: DCP 30
 DQ0877_MARK LOGO: DELCOS
 DQ0877_PROJECTION: FLUSH
 DQ0877_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0877+STABILITY: SURFACE MOTION
 DQ0877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0877+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2013
 DQ0877
 DQ0877  HISTORY     - Date     Condition        Report By
 DQ0877  HISTORY     - 20130917 MONUMENTED       DELCOS
 DQ0877
 DQ0877                          STATION DESCRIPTION
 DQ0877
 DQ0877'DESCRIBED BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DQ0877'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) WEST-NORTHWEST OF
 DQ0877'DAGSBORO, 6.3 MI (10.2 KM) SOUTH-SOUTHEAST OF GEORGETOWN AND 3.8 MI
 DQ0877'(6.1 KM) WEST OF MILLSBORO.
 DQ0877'
 DQ0877'TO REACH FROM THE POST OFFICE IN MILLSBORO, DE, PROCEED NORTH ON MAIN
 DQ0877'STREET FOR 0.2 MI (0.3 KM) AND TURN LEFT ONTO WEST STATE STREET,
 DQ0877'CONTINUE FOR 0.7 MI (1.1 KM).  WEST STATE STREET TURNS INTO BETTS POND
 DQ0877'ROAD, CONTINUE FOR 0.8 MI (1.3 KM).  CROSS OVER US 13 AND CONTINUE
 DQ0877'WEST ON STATE ROUTE 20 (HARDSCRABBLE RD) FOR 2.3 MI (3.7 KM). TURN
 DQ0877'LEFT ONTO CROSS KEYS ROAD (432) AND PROCEED SOUTH FOR 0.2 MI (0.3 KM)
 DQ0877'TO THE STATION ON THE LEFT AT THE INTERSECTION OF LAKEVIEW ROAD (412).
 DQ0877'IT IS 240 FT (73.2 M) SOUTH-SOUTHWEST OF A POWER LINE POLE NUMBERED
 DQ0877'37342 WITH GUIDE WIRE, 121.5 FT (37.0 M) NORTH-NORTHEAST OF A POWER
 DQ0877'LINE POLE NUMBERED 37343, 32.8 FT (10.0 M) WEST OF THE CENTERLINE OF
 DQ0877'LAKEVIEW ROAD, 27.4 FT (8.4 M) SOUTHEAST OF THE CENTERLINE OF
 DQ0877'CROSSKEYS ROAD AND SET IN THE TOP OF A 12-IN (30 CM) ROUND CONCRETE
 DQ0877'POST AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0878 ***********************************************************************
 DQ0878  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0878  DESIGNATION -  DCP 31
 DQ0878  PID         -  DQ0878
 DQ0878  STATE/COUNTY-  DE/SUSSEX
 DQ0878  COUNTRY     -  US
 DQ0878  USGS QUAD   -  SEAFORD WEST (2016)
 DQ0878
 DQ0878                         *CURRENT SURVEY CONTROL
 DQ0878  ______________________________________________________________________
 DQ0878* NAD 83(2011) POSITION- 38 42 13.93122(N) 075 42 20.14544(W)   ADJUSTED
 DQ0878* NAD 83(2011) ELLIP HT-   -21.380 (meters)        (12/20/17)   ADJUSTED
 DQ0878* NAD 83(2011) EPOCH   -  2010.00
 DQ0878* NAVD 88 ORTHO HEIGHT -    14.05  (meters)       46.1   (feet) GPS OBS
 DQ0878  ______________________________________________________________________
 DQ0878  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0878  GEOID HEIGHT    -        -35.411 (meters)                     GEOID12B
 DQ0878  GEOID HEIGHT    -        -35.414 (meters)                     GEOID18
 DQ0878  NAD 83(2011) X  -  1,230,554.824 (meters)                     COMP
 DQ0878  NAD 83(2011) Y  - -4,829,629.638 (meters)                     COMP
 DQ0878  NAD 83(2011) Z  -  3,966,702.251 (meters)                     COMP
 DQ0878  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 DQ0878
 DQ0878  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0878  Standards:
 DQ0878         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0878            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0878  -------------------------------------------------------------------
 DQ0878  NETWORK    1.08   0.94           0.47   0.40   0.48     -0.19068992
 DQ0878  -------------------------------------------------------------------
 DQ0878  Click here for local accuracies and other accuracy information.
 DQ0878
 DQ0878.The horizontal coordinates were established by GPS observations
 DQ0878.and adjusted by the MASER CONSULTING in December 2017.
 DQ0878
 DQ0878.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0878.been affixed to the stable North American tectonic plate. See 
 DQ0878.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0878
 DQ0878.The horizontal coordinates are valid at the epoch date displayed above
 DQ0878.which is a decimal equivalence of Year/Month/Day.
 DQ0878
 DQ0878.The orthometric height was determined by GPS observations and a
 DQ0878.high-resolution geoid model using precise GPS observation and
 DQ0878.processing techniques.
 DQ0878
 DQ0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0878.GEOID18 height accuracy estimate available here.
 DQ0878
 DQ0878.Click photographs - Photos may exist for this station.
 DQ0878
 DQ0878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0878
 DQ0878.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0878
 DQ0878.The ellipsoidal height was determined by GPS observations
 DQ0878.and is referenced to NAD 83.
 DQ0878
 DQ0878. The following values were computed from the NAD 83(2011) position.
 DQ0878
 DQ0878;                    North         East     Units Scale Factor Converg.
 DQ0878;SPC DE       -    78,170.997   174,867.203   MT  1.00000278   -0 10 50.4
 DQ0878;SPC DE       -   256,466.01    573,710.15   sFT  1.00000278   -0 10 50.4
 DQ0878;UTM  18      - 4,284,151.761   438,647.006   MT  0.99964635   -0 26 28.4
 DQ0878
 DQ0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0878!SPC DE       -   1.00000335  x   1.00000278  =   1.00000613
 DQ0878!UTM  18      -   1.00000335  x   0.99964635  =   0.99964970
 DQ0878
 DQ0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3864784151(NAD 83)
 DQ0878
 DQ0878                          SUPERSEDED SURVEY CONTROL
 DQ0878
 DQ0878.No superseded survey control is available for this station.
 DQ0878
 DQ0878_MARKER: DB = BENCH MARK DISK
 DQ0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0878_STAMPING: DCP 31
 DQ0878_MARK LOGO: DELCOS
 DQ0878_PROJECTION: FLUSH
 DQ0878_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0878+STABILITY: SURFACE MOTION
 DQ0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0878+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2013
 DQ0878
 DQ0878  HISTORY     - Date     Condition        Report By
 DQ0878  HISTORY     - 20130917 MONUMENTED       DELCOS
 DQ0878
 DQ0878                          STATION DESCRIPTION
 DQ0878
 DQ0878'DESCRIBED BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DQ0878'THE STATION IS LOCATED ABOUT 6.9 MI (11.2 KM) NORTHWEST OF BLADES, 6.6
 DQ0878'MI (10.7 KM) NORTHWEST OF SEAFORD AND 6.1 MI (9.7 KM) WEST-SOUTHWEST
 DQ0878'OF BRIDGEVILLE.
 DQ0878'
 DQ0878'TO REACH FROM THE POST OFFICE IN BRIDGEVILLE, DE, PROCEED WEST ON
 DQ0878'WALNUT STREET FOR 0.2 MI (0.3 KM), TURN RIGHT ONTO SOUTH RAILROAD
 DQ0878'AVENUE (546) AND CONTINUE FOR 0.2 MI (0.3 KM). TURN LEFT ONTO MARKET
 DQ0878'STREET/FEDERALSBURG ROAD AND PROCEED SOUTHWEST FOR 6.1 MI (9.8 KM) TO
 DQ0878'THE STATION ON THE LEFT.
 DQ0878'
 DQ0878'TO REACH FROM THE POST OFFICE IN FEDERALSBURG, MD, PROCEED EAST ON
 DQ0878'MORRIS AVENUE FOR 0.1 MI (0.2 KM), TURN RIGHT ONTO NORTH MAIN STREET
 DQ0878'(315) FOR 350 FT (106.7 M) AND TURN RIGHT ONTO EAST CENTRAL AVENUE FOR
 DQ0878'0.2 MI (0.3 KM).  TURN RIGHT ONTO RELIANCE AVENUE AND CONTINUE FOR 0.5
 DQ0878'MI (0.8 KM). TURN LEFT ONTO FEDERALSBURG BYPASS (MD318) AND PROCEED
 DQ0878'EAST FOR 3.1 MI (5.0 KM).  ENTER INTO DELAWARE AND CONTINUE FOR 0.5 MI
 DQ0878'(0.8 KM) EAST TO THE STATION ON THE RIGHT.
 DQ0878'
 DQ0878'IT IS 315 FT (96.0 M) NORTHWEST OF A POWER LINE POLE NUMBERED 49062,
 DQ0878'31.8 FT (9.7 M) SOUTHEAST OF A POWER LINE POLE NUMBERED 49063, 15 FT
 DQ0878'(4.6 M) SOUTHWEST OF THE CENTERLINE OF FEDERALSBURG ROAD AND SET IN
 DQ0878'THE TOP OF A 12-IN (30 CM) ROUND CONCRETE POST AND ABOUT LEVEL WITH
 DQ0878'THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0879 ***********************************************************************
 DQ0879  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0879  DESIGNATION -  DCP 32
 DQ0879  PID         -  DQ0879
 DQ0879  STATE/COUNTY-  DE/SUSSEX
 DQ0879  COUNTRY     -  US
 DQ0879  USGS QUAD   -  GREENWOOD (2016)
 DQ0879
 DQ0879                         *CURRENT SURVEY CONTROL
 DQ0879  ______________________________________________________________________
 DQ0879* NAD 83(2011) POSITION- 38 45 08.35927(N) 075 31 46.87574(W)   ADJUSTED
 DQ0879* NAD 83(2011) ELLIP HT-   -22.263 (meters)        (12/20/17)   ADJUSTED
 DQ0879* NAD 83(2011) EPOCH   -  2010.00
 DQ0879* NAVD 88 ORTHO HEIGHT -    13.23  (meters)       43.4   (feet) GPS OBS
 DQ0879  ______________________________________________________________________
 DQ0879  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0879  GEOID HEIGHT    -        -35.480 (meters)                     GEOID12B
 DQ0879  GEOID HEIGHT    -        -35.492 (meters)                     GEOID18
 DQ0879  NAD 83(2011) X  -  1,244,535.802 (meters)                     COMP
 DQ0879  NAD 83(2011) Y  - -4,822,569.904 (meters)                     COMP
 DQ0879  NAD 83(2011) Z  -  3,970,897.733 (meters)                     COMP
 DQ0879  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 DQ0879
 DQ0879  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0879  Standards:
 DQ0879         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0879            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0879  -------------------------------------------------------------------
 DQ0879  NETWORK    0.79   0.76           0.34   0.30   0.39     -0.04347353
 DQ0879  -------------------------------------------------------------------
 DQ0879  Click here for local accuracies and other accuracy information.
 DQ0879
 DQ0879.The horizontal coordinates were established by GPS observations
 DQ0879.and adjusted by the MASER CONSULTING in December 2017.
 DQ0879
 DQ0879.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0879.been affixed to the stable North American tectonic plate. See 
 DQ0879.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0879
 DQ0879.The horizontal coordinates are valid at the epoch date displayed above
 DQ0879.which is a decimal equivalence of Year/Month/Day.
 DQ0879
 DQ0879.The orthometric height was determined by GPS observations and a
 DQ0879.high-resolution geoid model using precise GPS observation and
 DQ0879.processing techniques.
 DQ0879
 DQ0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0879.GEOID18 height accuracy estimate available here.
 DQ0879
 DQ0879.Click photographs - Photos may exist for this station.
 DQ0879
 DQ0879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0879
 DQ0879.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0879
 DQ0879.The ellipsoidal height was determined by GPS observations
 DQ0879.and is referenced to NAD 83.
 DQ0879
 DQ0879. The following values were computed from the NAD 83(2011) position.
 DQ0879
 DQ0879;                    North         East     Units Scale Factor Converg.
 DQ0879;SPC DE       -    83,516.108   190,175.400   MT  0.99999619   -0 04 14.7
 DQ0879;SPC DE       -   274,002.43    623,933.79   sFT  0.99999619   -0 04 14.7
 DQ0879;UTM  18      - 4,289,425.251   453,973.794   MT  0.99962609   -0 19 53.6
 DQ0879
 DQ0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0879!SPC DE       -   1.00000349  x   0.99999619  =   0.99999968
 DQ0879!UTM  18      -   1.00000349  x   0.99962609  =   0.99962958
 DQ0879
 DQ0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5397389425(NAD 83)
 DQ0879
 DQ0879                          SUPERSEDED SURVEY CONTROL
 DQ0879
 DQ0879.No superseded survey control is available for this station.
 DQ0879
 DQ0879_MARKER: DB = BENCH MARK DISK
 DQ0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0879_STAMPING: DCP 32
 DQ0879_MARK LOGO: DELCOS
 DQ0879_PROJECTION: FLUSH
 DQ0879_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0879+STABILITY: SURFACE MOTION
 DQ0879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0879+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2013
 DQ0879
 DQ0879  HISTORY     - Date     Condition        Report By
 DQ0879  HISTORY     - 20130916 MONUMENTED       DELCOS
 DQ0879
 DQ0879                          STATION DESCRIPTION
 DQ0879
 DQ0879'DESCRIBED BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DQ0879'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHWEST OF ELLENDALE,
 DQ0879'5.2 MI (8.4 KM) SOUTHEAST OF GREENWOOD AND 4.5 MI (7.2 KM) EAST OF
 DQ0879'BRIDGEVILLE.
 DQ0879'
 DQ0879'TO REACH FROM THE POST OFFICE IN BRIDGEVILLE, DE, PROCEED EAST ON
 DQ0879'WALNUT STREET AND TURN LEFT ONTO SOUTH LAWS STREET, PROCEED FOR 0.2 MI
 DQ0879'(0.3 KM) AND TURN RIGHT ONTO MARKET STREET (STATE ROUTE 404), PROCEED
 DQ0879'0.2 MI (0.3 KM) AND TURN LEFT ONTO MAIN STREET (BUSINESS ROUTE 13),
 DQ0879'CONTINUE FOR 0.4 MI (0.6 KM) AND TURN RIGHT ONTO REDDEN ROAD.
 DQ0879'CONTINUE ON REDDEN ROAD, CROSSES OVER US ROUTE 13, FOR 3.8 MI (6.1 KM)
 DQ0879'TO THE STATION ON THE LEFT.
 DQ0879'
 DQ0879'IT IS 249 FT (75.9 M) EAST OF A DRIVEWAY LEADING NORTH TO HOUSE WITH
 DQ0879'NUMBER 12525, 62.3 FT (19.0 M) NORTH-NORTHEAST OF A DRIVEWAY LEADING
 DQ0879'SOUTH-SOUTHEAST TO CHICKEN HOUSES, 26.6 FT (8.1 M) NORTH OF THE
 DQ0879'CENTERLINE OF REDDEN ROAD, 7.4 FT (2.3 M) SOUTH OF A POWER LINE POLE
 DQ0879'NUMBERED 43882 WITH GUIDEWIRE AND SET IN THE TOP OF A 12-IN (30 CM)
 DQ0879'ROUND CONCRETE POST AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0880 ***********************************************************************
 DQ0880  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0880  DESIGNATION -  DCP 33
 DQ0880  PID         -  DQ0880
 DQ0880  STATE/COUNTY-  DE/SUSSEX
 DQ0880  COUNTRY     -  US
 DQ0880  USGS QUAD   -  GREENWOOD (2016)
 DQ0880
 DQ0880                         *CURRENT SURVEY CONTROL
 DQ0880  ______________________________________________________________________
 DQ0880* NAD 83(2011) POSITION- 38 50 54.86282(N) 075 31 04.45287(W)   ADJUSTED
 DQ0880* NAD 83(2011) ELLIP HT-   -18.392 (meters)        (12/20/17)   ADJUSTED
 DQ0880* NAD 83(2011) EPOCH   -  2010.00
 DQ0880* NAVD 88 ORTHO HEIGHT -    16.95  (meters)       55.6   (feet) GPS OBS
 DQ0880  ______________________________________________________________________
 DQ0880  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0880  GEOID HEIGHT    -        -35.342 (meters)                     GEOID12B
 DQ0880  GEOID HEIGHT    -        -35.346 (meters)                     GEOID18
 DQ0880  NAD 83(2011) X  -  1,243,854.055 (meters)                     COMP
 DQ0880  NAD 83(2011) Y  - -4,815,834.200 (meters)                     COMP
 DQ0880  NAD 83(2011) Z  -  3,979,227.292 (meters)                     COMP
 DQ0880  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 DQ0880
 DQ0880  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0880  Standards:
 DQ0880         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0880            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0880  -------------------------------------------------------------------
 DQ0880  NETWORK    0.80   0.78           0.36   0.29   0.40     -0.08038065
 DQ0880  -------------------------------------------------------------------
 DQ0880  Click here for local accuracies and other accuracy information.
 DQ0880
 DQ0880.The horizontal coordinates were established by GPS observations
 DQ0880.and adjusted by the MASER CONSULTING in December 2017.
 DQ0880
 DQ0880.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0880.been affixed to the stable North American tectonic plate. See 
 DQ0880.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0880
 DQ0880.The horizontal coordinates are valid at the epoch date displayed above
 DQ0880.which is a decimal equivalence of Year/Month/Day.
 DQ0880
 DQ0880.The orthometric height was determined by GPS observations and a
 DQ0880.high-resolution geoid model using precise GPS observation and
 DQ0880.processing techniques.
 DQ0880
 DQ0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0880.GEOID18 height accuracy estimate available here.
 DQ0880
 DQ0880.Click photographs - Photos may exist for this station.
 DQ0880
 DQ0880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0880
 DQ0880.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0880
 DQ0880.The ellipsoidal height was determined by GPS observations
 DQ0880.and is referenced to NAD 83.
 DQ0880
 DQ0880. The following values were computed from the NAD 83(2011) position.
 DQ0880
 DQ0880;                    North         East     Units Scale Factor Converg.
 DQ0880;SPC DE       -    94,199.843   191,211.592   MT  0.99999595   -0 03 48.6
 DQ0880;SPC DE       -   309,053.98    627,333.36   sFT  0.99999595   -0 03 48.6
 DQ0880;UTM  18      - 4,300,100.195   455,058.257   MT  0.99962487   -0 19 29.5
 DQ0880
 DQ0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0880!SPC DE       -   1.00000289  x   0.99999595  =   0.99999884
 DQ0880!UTM  18      -   1.00000289  x   0.99962487  =   0.99962775
 DQ0880
 DQ0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5505800100(NAD 83)
 DQ0880
 DQ0880                          SUPERSEDED SURVEY CONTROL
 DQ0880
 DQ0880.No superseded survey control is available for this station.
 DQ0880
 DQ0880_MARKER: DB = BENCH MARK DISK
 DQ0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0880_STAMPING: DCP 33
 DQ0880_MARK LOGO: DELCOS
 DQ0880_PROJECTION: FLUSH
 DQ0880_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0880+STABILITY: SURFACE MOTION
 DQ0880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0880+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2013
 DQ0880
 DQ0880  HISTORY     - Date     Condition        Report By
 DQ0880  HISTORY     - 20130916 MONUMENTED       DELCOS
 DQ0880
 DQ0880                          STATION DESCRIPTION
 DQ0880
 DQ0880'DESCRIBED BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DQ0880'THE STATION IS LOCATED ABOUT 5.8 MI (9.4 KM) WEST-NORTHWEST OF
 DQ0880'ELLENDALE, 5.3 MI (8.6 KM) WEST-SOUTHWEST OF LINCOLN AND 4.9 MI (7.8
 DQ0880'KM) NORTHEAST OF GREENWOOD.
 DQ0880'
 DQ0880'TO REACH FROM THE INTERSECTION OF US ROUTE 13 AND STATE ROUTE 16,
 DQ0880'PROCEED EAST ON ROUTE 16 FOR 0.4 MI (0.6 KM) AND TURN LEFT ONTO STATE
 DQ0880'ROUTE 36 (SHAWNEE RD).  PROCEED NORTHEAST FOR 4.4 MI (7.1 KM) TO THE
 DQ0880'STATION ON THE RIGHT IN THE NORTHEAST CORNER OF THE INTERSECTION OF
 DQ0880'STAYTONVILLE ROAD AND SHAWNEE ROAD.
 DQ0880'
 DQ0880'IT IS 84.5 FT (25.8 M) SOUTH OF A GREEN ELECTRIC BOX NUMBERED 761,
 DQ0880'80.8 FT (24.6 M) EAST OF A POWER LINE POLE NUMBERED 541/KY21311, 47.3
 DQ0880'FT (14.4 M) EAST OF THE CENTERLINE OF STAYTONVILLE ROAD LEADING EAST,
 DQ0880'37.6 FT (11.5 M) WEST OF A POWER LINE POLE NUMBERED 760, 31.6 FT (9.6
 DQ0880'M) SOUTH OF THE CENTERLINE OF SHAWNEE ROAD AND SET IN THE TOP OF A
 DQ0880'12-IN (30 CM) ROUND CONCRETE POST AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0867 ***********************************************************************
 DQ0867  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0867  DESIGNATION -  DCP 4
 DQ0867  PID         -  DQ0867
 DQ0867  STATE/COUNTY-  DE/KENT
 DQ0867  COUNTRY     -  US
 DQ0867  USGS QUAD   -  MILFORD (2016)
 DQ0867
 DQ0867                         *CURRENT SURVEY CONTROL
 DQ0867  ______________________________________________________________________
 DQ0867* NAD 83(2011) POSITION- 38 58 07.36066(N) 075 22 53.79522(W)   ADJUSTED
 DQ0867* NAD 83(2011) ELLIP HT-   -31.176 (meters)        (12/20/17)   ADJUSTED
 DQ0867* NAD 83(2011) EPOCH   -  2010.00
 DQ0867* NAVD 88 ORTHO HEIGHT -     4.03  (meters)       13.2   (feet) GPS OBS
 DQ0867  ______________________________________________________________________
 DQ0867  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0867  GEOID HEIGHT    -        -35.198 (meters)                     GEOID12B
 DQ0867  GEOID HEIGHT    -        -35.196 (meters)                     GEOID18
 DQ0867  NAD 83(2011) X  -  1,253,189.697 (meters)                     COMP
 DQ0867  NAD 83(2011) Y  - -4,804,746.595 (meters)                     COMP
 DQ0867  NAD 83(2011) Z  -  3,989,597.386 (meters)                     COMP
 DQ0867  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 DQ0867
 DQ0867  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0867  Standards:
 DQ0867         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0867            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0867  -------------------------------------------------------------------
 DQ0867  NETWORK    0.73   0.71           0.32   0.27   0.36      0.01086529
 DQ0867  -------------------------------------------------------------------
 DQ0867  Click here for local accuracies and other accuracy information.
 DQ0867
 DQ0867.The horizontal coordinates were established by GPS observations
 DQ0867.and adjusted by the MASER CONSULTING in December 2017.
 DQ0867
 DQ0867.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0867.been affixed to the stable North American tectonic plate. See 
 DQ0867.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0867
 DQ0867.The horizontal coordinates are valid at the epoch date displayed above
 DQ0867.which is a decimal equivalence of Year/Month/Day.
 DQ0867
 DQ0867.The orthometric height was determined by GPS observations and a
 DQ0867.high-resolution geoid model using precise GPS observation and
 DQ0867.processing techniques.
 DQ0867
 DQ0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0867.GEOID18 height accuracy estimate available here.
 DQ0867
 DQ0867.Click photographs - Photos may exist for this station.
 DQ0867
 DQ0867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0867
 DQ0867.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0867
 DQ0867.The ellipsoidal height was determined by GPS observations
 DQ0867.and is referenced to NAD 83.
 DQ0867
 DQ0867. The following values were computed from the NAD 83(2011) position.
 DQ0867
 DQ0867;                    North         East     Units Scale Factor Converg.
 DQ0867;SPC DE       -   107,532.491   203,038.174   MT  0.99999511   +0 01 19.4
 DQ0867;SPC DE       -   352,796.18    666,134.41   sFT  0.99999511   +0 01 19.4
 DQ0867;UTM  18      - 4,313,373.688   466,941.140   MT  0.99961346   -0 14 24.0
 DQ0867
 DQ0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0867!SPC DE       -   1.00000489  x   0.99999511  =   1.00000000
 DQ0867!UTM  18      -   1.00000489  x   0.99961346  =   0.99961835
 DQ0867
 DQ0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6694113373(NAD 83)
 DQ0867
 DQ0867                          SUPERSEDED SURVEY CONTROL
 DQ0867
 DQ0867.No superseded survey control is available for this station.
 DQ0867
 DQ0867_MARKER: DB = BENCH MARK DISK
 DQ0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0867_STAMPING: DCP 4
 DQ0867_MARK LOGO: DELCOS
 DQ0867_PROJECTION: FLUSH
 DQ0867_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0867+STABILITY: SURFACE MOTION
 DQ0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0867+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2012
 DQ0867
 DQ0867  HISTORY     - Date     Condition        Report By
 DQ0867  HISTORY     - 20120203 MONUMENTED       DELCOS
 DQ0867
 DQ0867                          STATION DESCRIPTION
 DQ0867
 DQ0867'DESCRIBED BY DELAWARE COASTAL PROGRAM 2012 (ARD)
 DQ0867'THE STATION IS LOCATED ABOUT 5.7 MI (9.1 KM) NORTHWEST OF SLAUGHTER
 DQ0867'BEACH, 5.3 MI (8.6 KM) EAST-SOUTHEAST OF FREDERICA AND 4.6 MI (7.4 KM)
 DQ0867'NORTH-NORTHEAST OF MILFORD.
 DQ0867'
 DQ0867'TO REACH FROM THE INTERSECTION OF ROUTE 1 (BAY ROAD) AND THOMPSONVILLE
 DQ0867'ROAD (19)PROCEED 2.8 MI (4.5 KM) NORTHEAST ON THOMPSONVILLE ROAD, TURN
 DQ0867'RIGHT ON PARIS KIRBY ROAD/BIG STONE BEACH ROAD (124) AND CONTINUE FOR
 DQ0867'1.3 MI (2.1 KM) EAST, TURN RIGHT ON GREENHOUSE ROAD (411) AND CONTINUE
 DQ0867'FOR 0.2 MI (0.3 KM) SOUTHEAST AND TURN RIGHT INTO MILFORD NECK
 DQ0867'WILDLIFE AREA.  THE MONUMENT IS 0.3 MI (0.5 KM) SOUTHEAST FROM THE
 DQ0867'ENTRANCE OF THE WILDLIFE AREA ON THE RIGHT.
 DQ0867'
 DQ0867'IT IS 36.5 FT (11.1 M) EAST OF THE MOST EASTERLY POINT OF SMALL ISLAND
 DQ0867'IN THE ROAD, 35.4 FT (10.8 M) SOUTH OF A GRAVEL ROAD LEADING EAST TO
 DQ0867'GATE, 1 FT (0.3 M) WEST OF A FIBERGLASS WITNESS POST AND SET IN THE
 DQ0867'TOP OF A 12-IN (30 CM) ROUND CONCRETE POST AND ABOUT LEVEL WITH THE
 DQ0867'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0900 ***********************************************************************
 DQ0900  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0900  DESIGNATION -  DCP 5
 DQ0900  PID         -  DQ0900
 DQ0900  STATE/COUNTY-  DE/KENT
 DQ0900  COUNTRY     -  US
 DQ0900  USGS QUAD   -  KENTON (2016)
 DQ0900
 DQ0900                         *CURRENT SURVEY CONTROL
 DQ0900  ______________________________________________________________________
 DQ0900* NAD 83(2011) POSITION- 39 14 08.87420(N) 075 44 43.04009(W)   ADJUSTED
 DQ0900* NAD 83(2011) ELLIP HT-   -14.565 (meters)        (12/20/17)   ADJUSTED
 DQ0900* NAD 83(2011) EPOCH   -  2010.00
 DQ0900* NAVD 88 ORTHO HEIGHT -    19.26  (meters)       63.2   (feet) GPS OBS
 DQ0900  ______________________________________________________________________
 DQ0900  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0900  GEOID HEIGHT    -        -33.818 (meters)                     GEOID12B
 DQ0900  GEOID HEIGHT    -        -33.817 (meters)                     GEOID18
 DQ0900  NAD 83(2011) X  -  1,218,065.340 (meters)                     COMP
 DQ0900  NAD 83(2011) Y  - -4,794,491.342 (meters)                     COMP
 DQ0900  NAD 83(2011) Z  -  4,012,617.826 (meters)                     COMP
 DQ0900  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC18
 DQ0900
 DQ0900  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0900  Standards:
 DQ0900         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0900            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0900  -------------------------------------------------------------------
 DQ0900  NETWORK    0.53   0.69           0.21   0.22   0.35     -0.02683099
 DQ0900  -------------------------------------------------------------------
 DQ0900  Click here for local accuracies and other accuracy information.
 DQ0900
 DQ0900.The horizontal coordinates were established by GPS observations
 DQ0900.and adjusted by the MASER CONSULTING in December 2017.
 DQ0900
 DQ0900.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0900.been affixed to the stable North American tectonic plate. See 
 DQ0900.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0900
 DQ0900.The horizontal coordinates are valid at the epoch date displayed above
 DQ0900.which is a decimal equivalence of Year/Month/Day.
 DQ0900
 DQ0900.The orthometric height was determined by GPS observations and a
 DQ0900.high-resolution geoid model using precise GPS observation and
 DQ0900.processing techniques.
 DQ0900
 DQ0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0900.GEOID18 height accuracy estimate available here.
 DQ0900
 DQ0900.Click photographs - Photos may exist for this station.
 DQ0900
 DQ0900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0900
 DQ0900.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0900
 DQ0900.The ellipsoidal height was determined by GPS observations
 DQ0900.and is referenced to NAD 83.
 DQ0900
 DQ0900. The following values were computed from the NAD 83(2011) position.
 DQ0900
 DQ0900;                    North         East     Units Scale Factor Converg.
 DQ0900;SPC DE       -   137,234.547   171,627.475   MT  1.00000491   -0 12 28.3
 DQ0900;SPC DE       -   450,243.68    563,081.14   sFT  1.00000491   -0 12 28.3
 DQ0900;UTM  18      - 4,343,208.528   435,678.510   MT  0.99965094   -0 28 17.1
 DQ0900
 DQ0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0900!SPC DE       -   1.00000229  x   1.00000491  =   1.00000720
 DQ0900!UTM  18      -   1.00000229  x   0.99965094  =   0.99965322
 DQ0900
 DQ0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3567843208(NAD 83)
 DQ0900
 DQ0900                          SUPERSEDED SURVEY CONTROL
 DQ0900
 DQ0900.No superseded survey control is available for this station.
 DQ0900
 DQ0900_MARKER: DB = BENCH MARK DISK
 DQ0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0900_STAMPING: DCP 5
 DQ0900_MARK LOGO: DELCOS
 DQ0900_PROJECTION: FLUSH
 DQ0900_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0900+STABILITY: SURFACE MOTION
 DQ0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0900+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2012
 DQ0900
 DQ0900  HISTORY     - Date     Condition        Report By
 DQ0900  HISTORY     - 20120206 MONUMENTED       DELCOS
 DQ0900
 DQ0900                          STATION DESCRIPTION
 DQ0900
 DQ0900'DESCRIBED BY DELAWARE COASTAL PROGRAM 2012 (ARD)
 DQ0900'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTH OF MARYDEL, 7.0 MI
 DQ0900'(11.3 KM) WEST-SOUTHWEST OF CLAYTON AND 4.4 MI (7.1 KM) WEST OF
 DQ0900'KENTON.
 DQ0900'
 DQ0900'TO REACH FROM THE INTERSECTION OF ROUTE 13 (DUPONT BOULEVARD) AND
 DQ0900'COMMERCE STREET, PROCEED 0.5 MI (0.8 KM) SOUTHWEST ON COMMERCE STREET.
 DQ0900'MAKE A SLIGHT RIGHT ONTO SMYRNA-CLAYTON BOULEVARD (ROUTE 6) AND
 DQ0900'PROCEED FOR APPROXIMATELY 1.6 MI (2.6 KM) WEST-SOUTHWEST, MAKE A RIGHT
 DQ0900'ONTO MILLINGTON ROAD (ROUTE 6), PROCEED WEST FOR 6.2 MI (10.0 KM),
 DQ0900'THEN MAKE A LEFT ONTO SEWELL BRANCH ROAD (95) AND PROCEED FOR 1.9 MI
 DQ0900'(3.1 KM) TO MONUMENT ON THE LEFT.
 DQ0900'
 DQ0900'IT IS 198 FT (60.4 M) SOUTHEAST OF A POWER LINE POLE NUMBERED 136075,
 DQ0900'83.4 FT (25.4 M) NORTHEAST OF A POWER LINE POLE NUMBERED 72993, 31.2
 DQ0900'FT (9.5 M) NORTH OF CENTER OF GRAVEL WILDLIFE AREA PARKING LOT
 DQ0900'ENTRANCE, 15.3 FT (4.7 M) EAST OF THE CENTERLINE OF SEWELL BRANCH
 DQ0900'ROAD, 1 FT (0.3 M) WEST OF A FIBERGLASS WITNESS POST AND SET IN THE
 DQ0900'TOP OF A 12-IN (30 CM) ROUND CONCRETE POST AND ABOUT LEVEL WITH THE
 DQ0900'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0901 ***********************************************************************
 DQ0901  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0901  DESIGNATION -  DCP 6
 DQ0901  PID         -  DQ0901
 DQ0901  STATE/COUNTY-  DE/KENT
 DQ0901  COUNTRY     -  US
 DQ0901  USGS QUAD   -  KENTON (2016)
 DQ0901
 DQ0901                         *CURRENT SURVEY CONTROL
 DQ0901  ______________________________________________________________________
 DQ0901* NAD 83(2011) POSITION- 39 14 53.57277(N) 075 41 05.84794(W)   ADJUSTED
 DQ0901* NAD 83(2011) ELLIP HT-   -12.323 (meters)        (12/20/17)   ADJUSTED
 DQ0901* NAD 83(2011) EPOCH   -  2010.00
 DQ0901* NAVD 88 ORTHO HEIGHT -    21.55  (meters)       70.7   (feet) GPS OBS
 DQ0901  ______________________________________________________________________
 DQ0901  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0901  GEOID HEIGHT    -        -33.871 (meters)                     GEOID12B
 DQ0901  GEOID HEIGHT    -        -33.874 (meters)                     GEOID18
 DQ0901  NAD 83(2011) X  -  1,222,897.977 (meters)                     COMP
 DQ0901  NAD 83(2011) Y  - -4,792,362.841 (meters)                     COMP
 DQ0901  NAD 83(2011) Z  -  4,013,686.830 (meters)                     COMP
 DQ0901  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 DQ0901
 DQ0901  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0901  Standards:
 DQ0901         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0901            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0901  -------------------------------------------------------------------
 DQ0901  NETWORK    0.62   0.65           0.27   0.23   0.33     -0.09268209
 DQ0901  -------------------------------------------------------------------
 DQ0901  Click here for local accuracies and other accuracy information.
 DQ0901
 DQ0901.The horizontal coordinates were established by GPS observations
 DQ0901.and adjusted by the MASER CONSULTING in December 2017.
 DQ0901
 DQ0901.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0901.been affixed to the stable North American tectonic plate. See 
 DQ0901.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0901
 DQ0901.The horizontal coordinates are valid at the epoch date displayed above
 DQ0901.which is a decimal equivalence of Year/Month/Day.
 DQ0901
 DQ0901.The orthometric height was determined by GPS observations and a
 DQ0901.high-resolution geoid model using precise GPS observation and
 DQ0901.processing techniques.
 DQ0901
 DQ0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0901.GEOID18 height accuracy estimate available here.
 DQ0901
 DQ0901.Click photographs - Photos may exist for this station.
 DQ0901
 DQ0901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0901
 DQ0901.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0901
 DQ0901.The ellipsoidal height was determined by GPS observations
 DQ0901.and is referenced to NAD 83.
 DQ0901
 DQ0901. The following values were computed from the NAD 83(2011) position.
 DQ0901
 DQ0901;                    North         East     Units Scale Factor Converg.
 DQ0901;SPC DE       -   138,595.837   176,840.427   MT  1.00000160   -0 10 11.1
 DQ0901;SPC DE       -   454,709.84    580,183.97   sFT  1.00000160   -0 10 11.1
 DQ0901;UTM  18      - 4,344,545.343   440,895.809   MT  0.99964301   -0 26 00.1
 DQ0901
 DQ0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0901!SPC DE       -   1.00000193  x   1.00000160  =   1.00000353
 DQ0901!UTM  18      -   1.00000193  x   0.99964301  =   0.99964494
 DQ0901
 DQ0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4089544545(NAD 83)
 DQ0901
 DQ0901                          SUPERSEDED SURVEY CONTROL
 DQ0901
 DQ0901.No superseded survey control is available for this station.
 DQ0901
 DQ0901_MARKER: DB = BENCH MARK DISK
 DQ0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0901_STAMPING: DCP 6
 DQ0901_MARK LOGO: DELCOS
 DQ0901_PROJECTION: FLUSH
 DQ0901_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0901+STABILITY: SURFACE MOTION
 DQ0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0901+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2012
 DQ0901
 DQ0901  HISTORY     - Date     Condition        Report By
 DQ0901  HISTORY     - 20120206 MONUMENTED       DELCOS
 DQ0901
 DQ0901                          STATION DESCRIPTION
 DQ0901
 DQ0901'DESCRIBED BY DELAWARE COASTAL PROGRAM 2012 (ARD)
 DQ0901'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTHWEST OF SMYRNA, 4.1
 DQ0901'MI (6.6 KM) SOUTHWEST OF CLAYTON AND 1.7 MI (2.7 KM) NORTHWEST OF
 DQ0901'KENTON.
 DQ0901'
 DQ0901'TO REACH FROM THE INTERSECTION OF ROUTE 13 (DUPONT BLVD) AND COMMERCE
 DQ0901'STREET, PROCEED 0.5 MI (0.8 KM) SOUTHWEST ON COMMERCE STREET, MAKE A
 DQ0901'SLIGHT RIGHT ONTO SMYRNA-CLAYTON BOULEVARD (ROUTE 6) AND PROCEED FOR
 DQ0901'APPROXIMATELY 1.6 MI (2.6 KM) WEST-SOUTHWEST, MAKE A RIGHT TURN ONTO
 DQ0901'MILLINGTON ROAD (ROUTE 6) PROCEED WEST FOR 3.7 MI (6.0 KM), MAKE A
 DQ0901'LEFT ONTO BLACKISTON ROAD (44) PROCEED SOUTH FOR 1.5 MI (2.4 KM) TO A
 DQ0901'LEFT TURN ONTO A GRAVEL ROAD LEADING EAST FOR BLACKISTON WILDLIFE AREA
 DQ0901'WITH THE MONUMENT ON THE RIGHT.
 DQ0901'
 DQ0901'IT IS 65.7 FT (20.0 M) EAST OF A POWER LINE POLE NUMBERED
 DQ0901'76388/J5213929, 51.6 FT (15.7 M) SOUTH-SOUTHEAST OF THE CENTER OF THE
 DQ0901'GRAVEL ROAD LEADING EAST INTO WILDLIFE AREA, 24.4 FT (7.4 M) EAST OF
 DQ0901'THE CENTERLINE OF BLACKISTON ROAD, 10.7 FT (3.3 M) SOUTH-SOUTHEAST OF
 DQ0901'UTILITY BOX JB48D/3, 1 FT (0.3 M) WEST OF A FIBERGLASS WITNESS POST
 DQ0901'AND SET IN THE TOP OF A 12-IN (30 CM) ROUND CONCRETE POST AND ABOUT
 DQ0901'LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0902 ***********************************************************************
 DQ0902  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0902  DESIGNATION -  DCP 7
 DQ0902  PID         -  DQ0902
 DQ0902  STATE/COUNTY-  DE/KENT
 DQ0902  COUNTRY     -  US
 DQ0902  USGS QUAD   -  MARYDEL (2016)
 DQ0902
 DQ0902                         *CURRENT SURVEY CONTROL
 DQ0902  ______________________________________________________________________
 DQ0902* NAD 83(2011) POSITION- 39 05 21.17057(N) 075 37 58.89503(W)   ADJUSTED
 DQ0902* NAD 83(2011) ELLIP HT-   -16.971 (meters)        (12/20/17)   ADJUSTED
 DQ0902* NAD 83(2011) EPOCH   -  2010.00
 DQ0902* NAVD 88 ORTHO HEIGHT -    17.50  (meters)       57.4   (feet) GPS OBS
 DQ0902  ______________________________________________________________________
 DQ0902  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0902  GEOID HEIGHT    -        -34.467 (meters)                     GEOID12B
 DQ0902  GEOID HEIGHT    -        -34.479 (meters)                     GEOID18
 DQ0902  NAD 83(2011) X  -  1,230,006.695 (meters)                     COMP
 DQ0902  NAD 83(2011) Y  - -4,802,049.414 (meters)                     COMP
 DQ0902  NAD 83(2011) Z  -  3,999,998.488 (meters)                     COMP
 DQ0902  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 DQ0902
 DQ0902  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0902  Standards:
 DQ0902         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0902            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0902  -------------------------------------------------------------------
 DQ0902  NETWORK    0.98   0.92           0.43   0.37   0.47     -0.05125106
 DQ0902  -------------------------------------------------------------------
 DQ0902  Click here for local accuracies and other accuracy information.
 DQ0902
 DQ0902.The horizontal coordinates were established by GPS observations
 DQ0902.and adjusted by the MASER CONSULTING in December 2017.
 DQ0902
 DQ0902.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0902.been affixed to the stable North American tectonic plate. See 
 DQ0902.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0902
 DQ0902.The horizontal coordinates are valid at the epoch date displayed above
 DQ0902.which is a decimal equivalence of Year/Month/Day.
 DQ0902
 DQ0902.The orthometric height was determined by GPS observations and a
 DQ0902.high-resolution geoid model using precise GPS observation and
 DQ0902.processing techniques.
 DQ0902
 DQ0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0902.GEOID18 height accuracy estimate available here.
 DQ0902
 DQ0902.Click photographs - Photos may exist for this station.
 DQ0902
 DQ0902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0902
 DQ0902.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0902
 DQ0902.The ellipsoidal height was determined by GPS observations
 DQ0902.and is referenced to NAD 83.
 DQ0902
 DQ0902. The following values were computed from the NAD 83(2011) position.
 DQ0902
 DQ0902;                    North         East     Units Scale Factor Converg.
 DQ0902;SPC DE       -   120,931.862   181,281.178   MT  0.99999931   -0 08 11.1
 DQ0902;SPC DE       -   396,757.28    594,753.33   sFT  0.99999931   -0 08 11.1
 DQ0902;UTM  18      - 4,326,867.532   445,253.806   MT  0.99963690   -0 23 56.9
 DQ0902
 DQ0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0902!SPC DE       -   1.00000266  x   0.99999931  =   1.00000197
 DQ0902!UTM  18      -   1.00000266  x   0.99963690  =   0.99963956
 DQ0902
 DQ0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4525326867(NAD 83)
 DQ0902
 DQ0902                          SUPERSEDED SURVEY CONTROL
 DQ0902
 DQ0902.No superseded survey control is available for this station.
 DQ0902
 DQ0902_MARKER: DB = BENCH MARK DISK
 DQ0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0902_STAMPING: DCP 7
 DQ0902_MARK LOGO: DELCOS
 DQ0902_PROJECTION: FLUSH
 DQ0902_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0902+STABILITY: SURFACE MOTION
 DQ0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0902+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2012
 DQ0902
 DQ0902  HISTORY     - Date     Condition        Report By
 DQ0902  HISTORY     - 20120206 MONUMENTED       DELCOS
 DQ0902
 DQ0902                          STATION DESCRIPTION
 DQ0902
 DQ0902'DESCRIBED BY DELAWARE COASTAL PROGRAM 2012 (ARD)
 DQ0902'THE STATION IS LOCATED ABOUT 4.6 MI (7.4 KM) NORTHWEST OF VIOLA, 4.4
 DQ0902'MI (7.1 KM) WEST-SOUTHWEST OF WYOMING AND 3.7 MI (5.9 KM)
 DQ0902'WEST-NORTHWEST OF WOODSIDE.
 DQ0902'
 DQ0902'TO REACH FROM THE INTERSECTION OF ROUTE 13 (DUPONT BOULEVARD) AND
 DQ0902'CAMDEN-WYOMING AVENUE PROCEED WEST-NORTHWEST FOR 0.9 MI (1.4 KM), MAKE
 DQ0902'A SLIGHT LEFT ON SOUTHERN BOULEVARD WHICH TURNS INTO WESTVILLE ROAD
 DQ0902'(ROUTE 15). PROCEED FOR 4.5 MI (7.2 KM), TURN LEFT ON HONEYSUCKLE ROAD
 DQ0902'(228), PROCEED FOR 1.6 MI (2.6 KM) TO MONUMENT ON THE LEFT.
 DQ0902'
 DQ0902'IT IS 0.3 MI (0.5 KM) SOUTH OF INTERSECTION OF FOX HOLE ROAD AND
 DQ0902'HONEYSUCKLE ROAD, 0.1 MI (0.2 KM) NORTH OF A GRAVEL PARKING AREA FOR A
 DQ0902'STATE WILDLIFE AREA, 23.4 FT (7.1 M) EAST OF THE CENTERLINE OF
 DQ0902'HONEYSUCKLE ROAD, 8.6 FT (2.6 M) WEST OF BRUSH LINE ON EDGE OF
 DQ0902'AGRICULTURE FIELD, 1 FT (0.3 M) WEST OF A FIBERGLASS WITNESS POST AND
 DQ0902'SET IN THE TOP OF A 12-IN (30 CM) ROUND CONCRETE POST AND ABOUT LEVEL
 DQ0902'WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0903 ***********************************************************************
 DQ0903  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0903  DESIGNATION -  DCP 8
 DQ0903  PID         -  DQ0903
 DQ0903  STATE/COUNTY-  DE/KENT
 DQ0903  COUNTRY     -  US
 DQ0903  USGS QUAD   -  MARYDEL (2016)
 DQ0903
 DQ0903                         *CURRENT SURVEY CONTROL
 DQ0903  ______________________________________________________________________
 DQ0903* NAD 83(2011) POSITION- 39 04 54.23122(N) 075 44 26.43637(W)   ADJUSTED
 DQ0903* NAD 83(2011) ELLIP HT-   -18.695 (meters)        (12/20/17)   ADJUSTED
 DQ0903* NAD 83(2011) EPOCH   -  2010.00
 DQ0903* NAVD 88 ORTHO HEIGHT -    15.63  (meters)       51.3   (feet) GPS OBS
 DQ0903  ______________________________________________________________________
 DQ0903  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0903  GEOID HEIGHT    -        -34.319 (meters)                     GEOID12B
 DQ0903  GEOID HEIGHT    -        -34.325 (meters)                     GEOID18
 DQ0903  NAD 83(2011) X  -  1,221,110.864 (meters)                     COMP
 DQ0903  NAD 83(2011) Y  - -4,804,858.279 (meters)                     COMP
 DQ0903  NAD 83(2011) Z  -  3,999,352.563 (meters)                     COMP
 DQ0903  LAPLACE CORR    -         -3.51  (seconds)                    DEFLEC18
 DQ0903
 DQ0903  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0903  Standards:
 DQ0903         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0903            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0903  -------------------------------------------------------------------
 DQ0903  NETWORK    1.32   1.18           0.57   0.51   0.60     -0.02385195
 DQ0903  -------------------------------------------------------------------
 DQ0903  Click here for local accuracies and other accuracy information.
 DQ0903
 DQ0903.The horizontal coordinates were established by GPS observations
 DQ0903.and adjusted by the MASER CONSULTING in December 2017.
 DQ0903
 DQ0903.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0903.been affixed to the stable North American tectonic plate. See 
 DQ0903.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0903
 DQ0903.The horizontal coordinates are valid at the epoch date displayed above
 DQ0903.which is a decimal equivalence of Year/Month/Day.
 DQ0903
 DQ0903.The orthometric height was determined by GPS observations and a
 DQ0903.high-resolution geoid model using precise GPS observation and
 DQ0903.processing techniques.
 DQ0903
 DQ0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0903.GEOID18 height accuracy estimate available here.
 DQ0903
 DQ0903.Click photographs - Photos may exist for this station.
 DQ0903
 DQ0903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0903
 DQ0903.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0903
 DQ0903.The ellipsoidal height was determined by GPS observations
 DQ0903.and is referenced to NAD 83.
 DQ0903
 DQ0903. The following values were computed from the NAD 83(2011) position.
 DQ0903
 DQ0903;                    North         East     Units Scale Factor Converg.
 DQ0903;SPC DE       -   120,128.798   171,964.598   MT  1.00000467   -0 12 15.4
 DQ0903;SPC DE       -   394,122.56    564,187.19   sFT  1.00000467   -0 12 15.4
 DQ0903;UTM  18      - 4,326,107.467   435,936.981   MT  0.99965053   -0 28 01.1
 DQ0903
 DQ0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0903!SPC DE       -   1.00000293  x   1.00000467  =   1.00000760
 DQ0903!UTM  18      -   1.00000293  x   0.99965053  =   0.99965346
 DQ0903
 DQ0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3593626107(NAD 83)
 DQ0903
 DQ0903                          SUPERSEDED SURVEY CONTROL
 DQ0903
 DQ0903.No superseded survey control is available for this station.
 DQ0903
 DQ0903_MARKER: DB = BENCH MARK DISK
 DQ0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0903_STAMPING: DCP 8
 DQ0903_MARK LOGO: DELCOS
 DQ0903_PROJECTION: FLUSH
 DQ0903_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0903+STABILITY: SURFACE MOTION
 DQ0903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0903+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2012
 DQ0903
 DQ0903  HISTORY     - Date     Condition        Report By
 DQ0903  HISTORY     - 20120206 MONUMENTED       DELCOS
 DQ0903
 DQ0903                          STATION DESCRIPTION
 DQ0903
 DQ0903'DESCRIBED BY DELAWARE COASTAL PROGRAM 2012 (ARD)
 DQ0903'THE STATION IS LOCATED ABOUT 9.4 MI (15.2 KM) WEST-NORTHWEST OF VIOLA,
 DQ0903'9.3 MI (14.9 KM) WEST OF WOODSIDE AND 2.1 MI (3.4 KM) SOUTH OF
 DQ0903'MARYDEL.
 DQ0903'
 DQ0903'TO REACH FROM THE INTERSECTION OF ROUTE 13 (DUPONT BOULEVARD) AND
 DQ0903'CAMDEN-WYOMING AVENUE PROCEED WEST-NORTHWEST FOR 0.9 MI (1.4 KM), MAKE
 DQ0903'A SLIGHT LEFT ONTO SOUTHERN BOULEVARD WHICH TURNS INTO WESTVILLE ROAD
 DQ0903'(ROUTE 15), PROCEED FOR 11.2 MI (18.0 KM) TO MARK ON THE RIGHT.
 DQ0903'
 DQ0903'IT IS 192 FT (58.5 M) WEST-SOUTHWEST OF A POWER LINE POLE NUMBERED
 DQ0903'75049, 192 FT (58.5 M) NORTHEAST OF UNDERGROUND UTILITY BOX NUMBERED
 DQ0903'RC35F/30, 171 FT (52.1 M) NORTH-NORTHEAST OF A POWER LINE POLE
 DQ0903'NUMBERED 75054, 12.5 FT (3.8 M) NORTHWEST OF THE CENTERLINE OF
 DQ0903'WESTVILLE ROAD, 1 FT (0.3 M) EAST OF A FIBERGLASS WITNESS POST AND SET
 DQ0903'IN THE TOP OF A 12-IN (30 CM) ROUND CONCRETE POST AND ABOUT LEVEL WITH
 DQ0903'THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0904 ***********************************************************************
 DQ0904  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0904  DESIGNATION -  DCP 9
 DQ0904  PID         -  DQ0904
 DQ0904  STATE/COUNTY-  DE/KENT
 DQ0904  COUNTRY     -  US
 DQ0904  USGS QUAD   -  LITTLE CREEK (2016)
 DQ0904
 DQ0904                         *CURRENT SURVEY CONTROL
 DQ0904  ______________________________________________________________________
 DQ0904* NAD 83(2011) POSITION- 39 08 12.02919(N) 075 24 40.10636(W)   ADJUSTED
 DQ0904* NAD 83(2011) ELLIP HT-   -33.254 (meters)        (12/20/17)   ADJUSTED
 DQ0904* NAD 83(2011) EPOCH   -  2010.00
 DQ0904* NAVD 88 ORTHO HEIGHT -     1.39  (meters)        4.6   (feet) GPS OBS
 DQ0904  ______________________________________________________________________
 DQ0904  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0904  GEOID HEIGHT    -        -34.620 (meters)                     GEOID12B
 DQ0904  GEOID HEIGHT    -        -34.627 (meters)                     GEOID18
 DQ0904  NAD 83(2011) X  -  1,247,753.601 (meters)                     COMP
 DQ0904  NAD 83(2011) Y  - -4,794,021.063 (meters)                     COMP
 DQ0904  NAD 83(2011) Z  -  4,004,076.420 (meters)                     COMP
 DQ0904  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 DQ0904
 DQ0904  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0904  Standards:
 DQ0904         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0904            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0904  -------------------------------------------------------------------
 DQ0904  NETWORK    0.85   0.80           0.38   0.31   0.41      0.05138154
 DQ0904  -------------------------------------------------------------------
 DQ0904  Click here for local accuracies and other accuracy information.
 DQ0904
 DQ0904.The horizontal coordinates were established by GPS observations
 DQ0904.and adjusted by the MASER CONSULTING in December 2017.
 DQ0904
 DQ0904.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0904.been affixed to the stable North American tectonic plate. See 
 DQ0904.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0904
 DQ0904.The horizontal coordinates are valid at the epoch date displayed above
 DQ0904.which is a decimal equivalence of Year/Month/Day.
 DQ0904
 DQ0904.The orthometric height was determined by GPS observations and a
 DQ0904.high-resolution geoid model using precise GPS observation and
 DQ0904.processing techniques.
 DQ0904
 DQ0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0904.GEOID18 height accuracy estimate available here.
 DQ0904
 DQ0904.Click photographs - Photos may exist for this station.
 DQ0904
 DQ0904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0904
 DQ0904.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0904
 DQ0904.The ellipsoidal height was determined by GPS observations
 DQ0904.and is referenced to NAD 83.
 DQ0904
 DQ0904. The following values were computed from the NAD 83(2011) position.
 DQ0904
 DQ0904;                    North         East     Units Scale Factor Converg.
 DQ0904;SPC DE       -   126,178.543   200,477.774   MT  0.99999500   +0 00 12.6
 DQ0904;SPC DE       -   413,970.77    657,734.16   sFT  0.99999500   +0 00 12.6
 DQ0904;UTM  18      - 4,332,024.175   464,467.140   MT  0.99961555   -0 15 34.2
 DQ0904
 DQ0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0904!SPC DE       -   1.00000522  x   0.99999500  =   1.00000022
 DQ0904!UTM  18      -   1.00000522  x   0.99961555  =   0.99962077
 DQ0904
 DQ0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6446732024(NAD 83)
 DQ0904
 DQ0904                          SUPERSEDED SURVEY CONTROL
 DQ0904
 DQ0904.No superseded survey control is available for this station.
 DQ0904
 DQ0904_MARKER: DB = BENCH MARK DISK
 DQ0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0904_STAMPING: DCP 9
 DQ0904_MARK LOGO: DELCOS
 DQ0904_PROJECTION: FLUSH
 DQ0904_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0904+STABILITY: SURFACE MOTION
 DQ0904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0904+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2012
 DQ0904
 DQ0904  HISTORY     - Date     Condition        Report By
 DQ0904  HISTORY     - 20120207 MONUMENTED       DELCOS
 DQ0904
 DQ0904                          STATION DESCRIPTION
 DQ0904
 DQ0904'DESCRIBED BY DELAWARE COASTAL PROGRAM 2012 (ARD)
 DQ0904'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTHEAST OF MAGNOLIA,
 DQ0904'5.3 MI (8.6 KM) NORTH OF BOWERS AND 2.9 MI (4.7 KM) SOUTHEAST OF
 DQ0904'LITTLE CREEK.
 DQ0904'
 DQ0904'TO REACH FROM THE INTERSECTION OF ROUTE 1 (BAY ROAD) AND BAYSIDE DRIVE
 DQ0904'(ROUTE 9), PROCEED FOR 2.1 MI (3.4 KM) EAST ON BAYSIDE DRIVE, MAKE A
 DQ0904'RIGHT ONTO PICKERING BEACH ROAD (349). PROCEED 2.0 MI (3.2 KM) EAST TO
 DQ0904'MONUMENT ON RIGHT.
 DQ0904'
 DQ0904'IT IS 186 FT (56.7 M) SOUTHWEST OF THE NORTHWEST CORNER OF PUMP HOUSE
 DQ0904'WITH NEARBY POWER POLE WITH ELECTRIC METER, 125 FT (38.1 M) WEST OF A
 DQ0904'POWER LINE POLE NUMBERED 56, 23.8 FT (7.3 M) NORTHEAST OF A POWER LINE
 DQ0904'POLE NUMBERED 55, 12.8 FT (3.9 M) SOUTH OF THE CENTERLINE OF PICKERING
 DQ0904'BEACH ROAD, 1 FT (0.3 M) NORTH OF A FIBERGLASS WITNESS POST AND SET IN
 DQ0904'THE TOP OF A 12-IN (30 CM) ROUND CONCRETE POST AND ABOUT LEVEL WITH
 DQ0904'THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1340 ***********************************************************************
 HU1340  DESIGNATION -  DE VRIES
 HU1340  PID         -  HU1340
 HU1340  STATE/COUNTY-  DE/SUSSEX
 HU1340  COUNTRY     -  US
 HU1340  USGS QUAD   -  LEWES (2016)
 HU1340
 HU1340                         *CURRENT SURVEY CONTROL
 HU1340  ______________________________________________________________________
 HU1340* NAD 83(1991) POSITION- 38 47 10.81741(N) 075 09 30.76491(W)   ADJUSTED
 HU1340* NAVD 88 ORTHO HEIGHT -     3.0   (meters)       10.    (feet) VERTCON3
 HU1340  ______________________________________________________________________
 HU1340  GEOID HEIGHT    -        -35.611 (meters)                     GEOID18
 HU1340  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 HU1340  HORZ ORDER      -  SECOND
 HU1340
 HU1340.The horizontal coordinates were established by classical geodetic methods
 HU1340.and adjusted by the National Geodetic Survey in January 1992.
 HU1340
 HU1340.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1340
 HU1340.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1340.GEOID18 height accuracy estimate available here.
 HU1340
 HU1340.Click photographs - Photos may exist for this station.
 HU1340
 HU1340.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1340
 HU1340. The following values were computed from the NAD 83(1991) position.
 HU1340
 HU1340;                    North         East     Units Scale Factor Converg.
 HU1340;SPC DE       -    87,317.839   222,427.078   MT  1.00000119   +0 09 42.1
 HU1340;SPC DE       -   286,475.28    729,746.17   sFT  1.00000119   +0 09 42.1
 HU1340;UTM  18      - 4,293,078.670   486,230.043   MT  0.99960233   -0 05 57.5
 HU1340
 HU1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1340!SPC DE       -   1.00000512  x   1.00000119  =   1.00000631
 HU1340!UTM  18      -   1.00000512  x   0.99960233  =   0.99960745
 HU1340
 HU1340:                Primary Azimuth Mark                     Grid Az
 HU1340:SPC DE       -  BROADKILL                                315 09 08.7
 HU1340:UTM  18      -  BROADKILL                                315 24 48.3
 HU1340
 HU1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8623093078(NAD 83)
 HU1340
 HU1340|---------------------------------------------------------------------|
 HU1340| PID    Reference Object                     Distance      Geod. Az  |
 HU1340|                                                           dddmmss.s |
 HU1340| HU1336 HARBOR OF REFUGE N END LIGHT        APPROX. 6.9 KM 0414218.2 |
 HU1340| HU1334 HARBOR OF REFUGE LIGHTHOUSE         APPROX. 6.5 KM 0612506.8 |
 HU1340| HU1316 DELAWARE BREAKWATER W END LT        APPROX. 4.0 KM 0663751.1 |
 HU1340| HU1338 DE VRIES MON CEN NEAR DE VRIES        2.015 METERS 21447     |
 HU1340| HU1354 BROADKILL                           APPROX. 6.6 KM 3151850.8 |
 HU1340|---------------------------------------------------------------------|
 HU1340
 HU1340                          SUPERSEDED SURVEY CONTROL
 HU1340
 HU1340  NAD 83(1986)-  38 47 10.80527(N)    075 09 30.77360(W) AD(       ) 2
 HU1340  NAD 27      -  38 47 10.40145(N)    075 09 32.10813(W) AD(       ) 2
 HU1340  NGVD 29 (07/19/86)    3.2    (m)           10.     (f) VERT ANG       
 HU1340
 HU1340.Superseded values are not recommended for survey control.
 HU1340
 HU1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1340.See file dsdata.pdf to determine how the superseded data were derived.
 HU1340
 HU1340_MARKER: DS = TRIANGULATION STATION DISK
 HU1340_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HU1340+WITH SETTING: PAVEMENT
 HU1340_SP_SET: FOUNDATION
 HU1340_STAMPING: DE VRIES 1933
 HU1340_MARK LOGO: CGS
 HU1340_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1340+STABILITY: SURFACE MOTION
 HU1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1340+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2015
 HU1340
 HU1340  HISTORY     - Date     Condition        Report By
 HU1340  HISTORY     - 1933     MONUMENTED       CGS
 HU1340  HISTORY     - 1933     GOOD             CGS
 HU1340  HISTORY     - 1962     GOOD             CGS
 HU1340  HISTORY     - 1963     GOOD             CGS
 HU1340  HISTORY     - 1969     GOOD             CGS
 HU1340  HISTORY     - 1980     GOOD             LOCENG
 HU1340  HISTORY     - 19840101 GOOD             NOS
 HU1340  HISTORY     - 19950416 GOOD             USPSQD
 HU1340  HISTORY     - 19971123 GOOD             USPSQD
 HU1340  HISTORY     - 20010218 GOOD             USPSQD
 HU1340  HISTORY     - 20010927 GOOD             USPSQD
 HU1340  HISTORY     - 20080927 GOOD             GEOCAC
 HU1340  HISTORY     - 20120210 GOOD             DELCOS
 HU1340  HISTORY     - 20150718 GOOD             RODCON
 HU1340
 HU1340                          STATION DESCRIPTION
 HU1340
 HU1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HU1340'TO REACH THIS STATION FROM LEWES, DELAWARE--BEGINNING AT THE
 HU1340'INTERSECTION OF THE MAIN HIGHWAY INTO TOWN FROM THE N WITH
 HU1340'SECOND STREET, GO W ON WEST SECOND STREET TO THE END, TURN
 HU1340'RIGHT FOR ONE BLOCK, AND THEN LEFT.  CONTINUE ON THIS STREET
 HU1340'(W FRONT) FOR 1 MILE AND STATION WILL BE FOUND ON THE
 HU1340'RIGHT.  STATION MARK IS A STANDARD DISK CEMENTED IN DRILL
 HU1340'HOLE IN THE CONCRETE PLATFORM SUPPORTING THE MONUMENT TO
 HU1340'DE VRIES.  MONUMENT IS GRAY GRANITE AND BEARS THE INSCRIPTION
 HU1340'ERECTED BY THE STATE OF DELAWARE TO COMMEMORATE THE
 HU1340'SETTLEMENT ON THIS SPOT, OF THE FIRST DUTCH COLONY UNDER DE
 HU1340'VRIES.  A.D. 1631.  HERE WAS THE CRADLING OF A STATE.
 HU1340'STATION IS 6.61 FEET N OF THE CENTER OF THE MONUMENT,
 HU1340'4.55 FEET S OF THE N EDGE OF THE CONCRETE PLATFORM, 12.42
 HU1340'FEET W OF THE E EDGE OF THE CONCRETE PLATFORM, 129 FEET S
 HU1340'OF THE S BANK OF LEWES CREEK, AND 50 FEET N OF THE CENTER
 HU1340'LINE OF THE ROAD.
 HU1340'
 HU1340'NO REFERENCE OR AZIMUTH MARKS WERE SET.
 HU1340
 HU1340                          STATION RECOVERY (1933)
 HU1340
 HU1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 HU1340'RECOVERED IN GOOD CONDITION.
 HU1340
 HU1340                          STATION RECOVERY (1962)
 HU1340
 HU1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1340'THE STATION AND REFERENCE MARK 1 WERE FOUND AS DISCRIBED AND
 HU1340'IN GOOD CONDITION.
 HU1340'
 HU1340'THE TO REACH IS ADEQUATE.
 HU1340'
 HU1340'STATION MARK IS A STANDARD DISK STAMPED DE VRIES 1933, SET
 HU1340'IN A DRILL HOLE IN THE FOUNDATION OF THE MONUMENT, WHICH IS
 HU1340'ABOUT 3 FEET HIGHER THAN THE GROUND SURFACE.  IT IS 4.5 FEET
 HU1340'EAST OF THE MONUMENT.  9.2 FEET SOUTH OF THE NORTH EDGE OF
 HU1340'THE RAILING ON THE MONUMENT.  7.0 FEET NORTH OF THE SOUTH
 HU1340'EDGE OF THE MONUMENT.  14.0 FEET EAST OF THE STEPS THAT LEAD
 HU1340'UP TO THE MONUMENT.
 HU1340'
 HU1340'A TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK 1.
 HU1340'
 HU1340'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DE VRIES NO 1
 HU1340'1962 1933, SET IN A 10 X 10 INCH SQUARE CONCRETE
 HU1340'MONUMENT.  THE DISK IS FLUSH WITH THE GROUND.  IT IS 26.0
 HU1340'FEET EAST OF THE CENTER OF A BLACKTOP ROAD.  75.0 FEET
 HU1340'NORTH-NORTHEAST OF POWERLINE POLE NUMBER RA 60.  82.0 FEET
 HU1340'WEST OF THE BANK OF THE ROOSEVELT CANAL.
 HU1340'
 HU1340'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HU1340
 HU1340                          STATION RECOVERY (1963)
 HU1340
 HU1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FHG)
 HU1340'STATION FOUND IN GOOD CONDITION.  AN ADDITIONAL MONUMENT
 HU1340'(AZIMUTH) ON BEACH APPEARS TO HAVE BEEN SET RECENTLY.
 HU1340
 HU1340                          STATION RECOVERY (1969)
 HU1340
 HU1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 HU1340'STATION MARK AND REFERENCE MARK RECOVERED IN GOOD
 HU1340'CONDITION.  THE AZIMUTH MARK WAS REPORTED DESTROYED IN
 HU1340'1969.  THE ORIGINAL DESCRIPTION PLUS THE RECOVERY NOTE BY
 HU1340'R.W.T. IN 1962 ARE ADEQUATE.
 HU1340
 HU1340                          STATION RECOVERY (1980)
 HU1340
 HU1340'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (WW)
 HU1340'RECOVERED BY VANDEMARK LYNCH INC.
 HU1340'
 HU1340'DE VRIES 1933 RECOVERED GOOD.
 HU1340'
 HU1340'DE VRIES NO. 1 1962 - 1933 RECOVERED GOOD.
 HU1340'
 HU1340'STATION AND REFERENCE MARK ADEQUATLY DESCRIBED.
 HU1340
 HU1340                          STATION RECOVERY (1984)
 HU1340
 HU1340'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984
 HU1340'THE STATION IS LOCATED IN THE NW SECTION OF LEWES, DELAWARE, ON STATE
 HU1340'PROPERTY.
 HU1340'TO REACH THE STATION FROM THE POST OFFICE IN LEWES, GO WNW ON WEST
 HU1340'FRONT STREET FOR 1.25 MI TO THE STATION NEAR A MONUMENT COMMEMORATING
 HU1340'THE FIRST SETTLEMENT OF THE DUTCH COLONY UNDER DE VRIES, A.D. 1631.
 HU1340'STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 HU1340'CONCRETE FOUNDATION SUPPORTING THE MONUMENT.  THE MONUMENT IS GRAY
 HU1340'GRANITE AND BEARS THE INSCRIPTION---ERECTED BY THE STATE OF DELAWARE
 HU1340'TO COMMEMORATE THE SETTLEMENT OF THIS SPOT OF THE FIRST DUTCH COLONY
 HU1340'UNDER DE VRIES A.D. 1631---.  IT IS LOCATED 1.372 M (4.5 FT) E OF THE
 HU1340'E EDGE OF THE MONUMENT, 2.804 M (9.2 FT) S OF THE N EDGE OF THE
 HU1340'RAILING, 2.134 M (7.0 FT) N OF THE S EDGE OF THE MONUMENT, AND 4.267 M
 HU1340'(14.0 FT) E OF THE STEPS LEADING TO THE MONUMENT.
 HU1340'REFER TO COMPLETE STATION DESCRIPTION FOR INFORMATION ON RM 1.
 HU1340
 HU1340                          STATION RECOVERY (1995)
 HU1340
 HU1340'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU1340'RECOVERED IN GOOD CONDITION.
 HU1340
 HU1340                          STATION RECOVERY (1997)
 HU1340
 HU1340'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU1340'RECOVERED IN GOOD CONDITION.
 HU1340
 HU1340                          STATION RECOVERY (2001)
 HU1340
 HU1340'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HU1340'RECOVERED IN GOOD CONDITION.
 HU1340
 HU1340                          STATION RECOVERY (2001)
 HU1340
 HU1340'RECOVERY NOTE BY US POWER SQUADRON 2001 (RK)
 HU1340'RECOVERED IN GOOD CONDITION.
 HU1340
 HU1340                          STATION RECOVERY (2008)
 HU1340
 HU1340'RECOVERY NOTE BY GEOCACHING 2008 (APC)
 HU1340'RECOVERED IN GOOD CONDITION.
 HU1340
 HU1340                          STATION RECOVERY (2012)
 HU1340
 HU1340'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU1340'RECOVERED IN GOOD CONDITION.
 HU1340
 HU1340                          STATION RECOVERY (2015)
 HU1340
 HU1340'RECOVERY NOTE BY RODGERS CONSULTING INC 2015 (JMB)
 HU1340'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1349 ***********************************************************************
 HU1349  DESIGNATION -  DE VRIES 1933 AZ MK
 HU1349  PID         -  HU1349
 HU1349  STATE/COUNTY-  DE/SUSSEX
 HU1349  COUNTRY     -  US
 HU1349  USGS QUAD   -  LEWES (2016)
 HU1349
 HU1349                         *CURRENT SURVEY CONTROL
 HU1349  ______________________________________________________________________
 HU1349* NAD 83(1991) POSITION- 38 47 23.89479(N) 075 09 32.90631(W)   ADJUSTED
 HU1349* NAVD 88 ORTHO HEIGHT -     1.1   (meters)        4.    (feet) VERTCON3
 HU1349  ______________________________________________________________________
 HU1349  GEOID HEIGHT    -        -35.607 (meters)                     GEOID18
 HU1349  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 HU1349  HORZ ORDER      -  SECOND
 HU1349
 HU1349.The horizontal coordinates were established by classical geodetic methods
 HU1349.and adjusted by the National Geodetic Survey in January 1992.
 HU1349
 HU1349.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1349
 HU1349.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1349.GEOID18 height accuracy estimate available here.
 HU1349
 HU1349.Click photographs - Photos may exist for this station.
 HU1349
 HU1349.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1349
 HU1349. The following values were computed from the NAD 83(1991) position.
 HU1349
 HU1349;                    North         East     Units Scale Factor Converg.
 HU1349;SPC DE       -    87,720.953   222,374.260   MT  1.00000116   +0 09 40.8
 HU1349;SPC DE       -   287,797.83    729,572.88   sFT  1.00000116   +0 09 40.8
 HU1349;UTM  18      - 4,293,481.859   486,179.082   MT  0.99960235   -0 05 58.9
 HU1349
 HU1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1349!SPC DE       -   1.00000542  x   1.00000116  =   1.00000658
 HU1349!UTM  18      -   1.00000542  x   0.99960235  =   0.99960777
 HU1349
 HU1349:                Primary Azimuth Mark                     Grid Az
 HU1349:SPC DE       -  HARBOR OF REFUGE N END LIGHT             044 11 52.3
 HU1349:UTM  18      -  HARBOR OF REFUGE N END LIGHT             044 27 32.0
 HU1349
 HU1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8617993481(NAD 83)
 HU1349
 HU1349|---------------------------------------------------------------------|
 HU1349| PID    Reference Object                     Distance      Geod. Az  |
 HU1349|                                                           dddmmss.s |
 HU1349| HU1336 HARBOR OF REFUGE N END LIGHT        APPROX. 6.6 KM 0442133.1 |
 HU1349| HU1334 HARBOR OF REFUGE LIGHTHOUSE         APPROX. 6.4 KM 0644830.8 |
 HU1349| HU1315 FORT MILES OBSERVATION TWR 13       APPROX. 3.6 KM 1090108.6 |
 HU1349| HU1329 FORT MILES US NAVY WATER TANK       APPROX. 6.7 KM 1101139.8 |
 HU1349| HU1345 ROOSEVELT INLET RANGE REAR LT       382.062 METERS 22623     |
 HU1349| HU1348 ROOSEVELT INLET RANGE FRONT LT      225.157 METERS 23607     |
 HU1349| HU1346 LEWES UNIV OF DEL LAB WATER TK      299.829 METERS 29957     |
 HU1349|---------------------------------------------------------------------|
 HU1349
 HU1349                          SUPERSEDED SURVEY CONTROL
 HU1349
 HU1349  NAD 83(1986)-  38 47 23.88285(N)    075 09 32.91492(W) AD(       ) 2
 HU1349  NAD 27      -  38 47 23.48020(N)    075 09 34.24944(W) AD(       ) 2
 HU1349  NGVD 29 (07/19/86)    1.3    (m)            4.     (f) VERT ANG       
 HU1349
 HU1349.Superseded values are not recommended for survey control.
 HU1349
 HU1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1349.See file dsdata.pdf to determine how the superseded data were derived.
 HU1349
 HU1349_MARKER: DZ = AZIMUTH MARK DISK
 HU1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1349+STABILITY: SURFACE MOTION
 HU1349
 HU1349  HISTORY     - Date     Condition        Report By
 HU1349  HISTORY     - 1962     MONUMENTED       CGS
 HU1349  HISTORY     - 1968     SEE DESCRIPTION  CGS
 HU1349
 HU1349                          STATION DESCRIPTION
 HU1349
 HU1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1349'NOTE--NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 HU1349'
 HU1349'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHEAST OF LEWES,
 HU1349'DELAWARE BUSINESS DISTRICT.  0.3 MILE NORTH OF STATION
 HU1349'DE VRIES RM 1, AT THE WESTERN END OF THE NARROW STRIP OF
 HU1349'LAND BETWEEN THE CANAL AND THE OCEAN AND ON THE EASTERLY SIDE
 HU1349'OF THE ROOSEVELT CANAL OR INLET.
 HU1349'
 HU1349'TO REACH THE STATION FROM THE POST OFFICE IN LEWES, GO
 HU1349'SOUTHEAST ON MAIN STREET FOR 0.05 MILE TO THE INTERSECTION
 HU1349'OF GILLS NECK ROAD AND SAVANNAH ROAD.  TURN LEFT AND GO
 HU1349'NORTHEAST ON SAVANNAH ROAD FOR 0.43 MILE TO THE INTERSECTION
 HU1349'OF WEST CEDAR STREET.  TURN LEFT AND GO NORTH-NORTHWEST ON
 HU1349'WEST CEDAR STREET FOR 1.6 MILES TO ITS END AND THE STATION
 HU1349'ABOUT 200.0 FEET TO THE NORTH.
 HU1349'
 HU1349'THE AZIMUTH MARK, A STANDARD DISK STAMPED DE VRIES 1962,
 HU1349'IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 HU1349'PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 HU1349'IS 61.0 FEET SOUTH OF THE NORTHEAST END OF AN IRON SEAWALL,
 HU1349'WHICH IS APPROXIMATELY 75.0 FEET IN LENGTH AND ABOUT 6.0 FEET IN
 HU1349'HEIGHTH, 54.0 FEET EAST OF THE SOUTHWEST END OF THE IRON
 HU1349'SEAWALL.  40.5 FEET SOUTHEAST OF THE CENTER OF THE IRON
 HU1349'SEAWALL AND 4.3 FEET SOUTH OF A STANDARD METAL WITNESS POST
 HU1349'AND MARKER.
 HU1349'
 HU1349'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
 HU1349
 HU1349                          STATION RECOVERY (1968)
 HU1349
 HU1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (DJF)
 HU1349'DISK WAS TURNED IN TO THIS OFFICE FROM THE RUDE AND
 HU1349'HECK.  DISK AND SMALL PIECE OF CONCRETE WERE FOUND ABOUT 4
 HU1349'FEET BENEATH THE SAND WHILE ATTEMPTING TO RECOVER STATION.
 HU1349'
 HU1349'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1349'1-1/2 MILES NORTHEAST OF LEWES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1338 ***********************************************************************
 HU1338  DESIGNATION -  DE VRIES MON CEN NEAR DE VRIES
 HU1338  PID         -  HU1338
 HU1338  STATE/COUNTY-  DE/SUSSEX
 HU1338  COUNTRY     -  US
 HU1338  USGS QUAD   -  LEWES (2016)
 HU1338
 HU1338                         *CURRENT SURVEY CONTROL
 HU1338  ______________________________________________________________________
 HU1338* NAD 83(1991) POSITION- 38 47 10.76374(N) 075 09 30.81254(W)   ADJUSTED
 HU1338* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 HU1338  ______________________________________________________________________
 HU1338  GEOID HEIGHT    -        -35.611 (meters)                     GEOID18
 HU1338  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 HU1338  HORZ ORDER      -  THIRD
 HU1338
 HU1338.The horizontal coordinates were established by classical geodetic methods
 HU1338.and adjusted by the National Geodetic Survey in January 1992.
 HU1338
 HU1338.The orthometric height was scaled from a topographic map.
 HU1338
 HU1338.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1338.GEOID18 height accuracy estimate available here.
 HU1338
 HU1338.Click photographs - Photos may exist for this station.
 HU1338
 HU1338.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1338
 HU1338. The following values were computed from the NAD 83(1991) position.
 HU1338
 HU1338;                    North         East     Units Scale Factor Converg.
 HU1338;SPC DE       -    87,316.181   222,425.934   MT  1.00000119   +0 09 42.1
 HU1338;SPC DE       -   286,469.84    729,742.42   sFT  1.00000119   +0 09 42.1
 HU1338;UTM  18      - 4,293,077.017   486,228.891   MT  0.99960234   -0 05 57.6
 HU1338
 HU1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1338!SPC DE       -   1.00000515  x   1.00000119  =   1.00000634
 HU1338!UTM  18      -   1.00000515  x   0.99960234  =   0.99960749
 HU1338
 HU1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8622893077(NAD 83)
 HU1338
 HU1338                          SUPERSEDED SURVEY CONTROL
 HU1338
 HU1338  NAD 83(1986)-  38 47 10.75160(N)    075 09 30.82122(W) AD(       ) 3
 HU1338  NAD 27      -  38 47 10.34700(N)    075 09 32.15600(W) AD(       ) 3
 HU1338
 HU1338.Superseded values are not recommended for survey control.
 HU1338
 HU1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1338.See file dsdata.pdf to determine how the superseded data were derived.
 HU1338
 HU1338_MARKER: 70 = MONUMENT
 HU1338_MARK LOGO: CGS
 HU1338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1338+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 HU1338
 HU1338  HISTORY     - Date     Condition        Report By
 HU1338  HISTORY     - 1933     FIRST OBSERVED   CGS
 HU1338  HISTORY     - 1969     GOOD             CGS
 HU1338  HISTORY     - 19950416 GOOD             USPSQD
 HU1338  HISTORY     - 20010218 GOOD             USPSQD
 HU1338  HISTORY     - 20120210 GOOD             DELCOS
 HU1338  HISTORY     - 20150719 GOOD             RODCON
 HU1338
 HU1338                          STATION DESCRIPTION
 HU1338
 HU1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HU1338'TO REACH THIS STATION FROM LEWES, DELAWARE--BEGINNING AT THE
 HU1338'INTERSECTION OF THE MAIN HIGHWAY INTO TOWN FROM THE N WITH
 HU1338'SECOND STREET, GO W ON WEST SECOND STREET TO THE END, TURN
 HU1338'RIGHT FOR ONE BLOCK, AND THEN LEFT.  CONTINUE ON THIS STREET
 HU1338'(W FRONT) FOR 1 MILE AND STATION WILL BE FOUND ON THE RIGHT.
 HU1338'DE VRIES.  MONUMENT IS GRAY GRANITE AND BEARS THE INSCRIPTION
 HU1338'ERECTED BY THE STATE OF DELAWARE TO COMMEMORATE THE
 HU1338'SETTLEMENT ON THIS SPOT, OF THE FIRST DUTCH COLONY UNDER DE
 HU1338'VRIES.  A.D. 1631.  HERE WAS THE CRADLING OF A STATE.
 HU1338
 HU1338                          STATION RECOVERY (1969)
 HU1338
 HU1338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 HU1338'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 HU1338'IS ADEQUATE.
 HU1338
 HU1338                          STATION RECOVERY (1995)
 HU1338
 HU1338'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU1338'RECOVERED IN GOOD CONDITION.
 HU1338
 HU1338                          STATION RECOVERY (2001)
 HU1338
 HU1338'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HU1338'RECOVERED IN GOOD CONDITION.
 HU1338
 HU1338                          STATION RECOVERY (2012)
 HU1338
 HU1338'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU1338'RECOVERED IN GOOD CONDITION.
 HU1338
 HU1338                          STATION RECOVERY (2015)
 HU1338
 HU1338'RECOVERY NOTE BY RODGERS CONSULTING INC 2015 (JMB)
 HU1338'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1350 ***********************************************************************
 HU1350  DESIGNATION -  DE VRIES RM 1
 HU1350  PID         -  HU1350
 HU1350  STATE/COUNTY-  DE/SUSSEX
 HU1350  COUNTRY     -  US
 HU1350  USGS QUAD   -  LEWES (2016)
 HU1350
 HU1350                         *CURRENT SURVEY CONTROL
 HU1350  ______________________________________________________________________
 HU1350* NAD 83(2011) POSITION- 38 47 10.09242(N) 075 09 29.81712(W)   ADJUSTED
 HU1350* NAD 83(2011) ELLIP HT-   -30.720 (meters)        (06/27/12)   ADJUSTED
 HU1350* NAD 83(2011) EPOCH   -  2010.00
 HU1350* NAVD 88 ORTHO HEIGHT -     4.888 (meters)       16.04  (feet) ADJUSTED
 HU1350  ______________________________________________________________________
 HU1350  GEOID HEIGHT    -        -35.611 (meters)                     GEOID18
 HU1350  NAD 83(2011) X  -  1,275,166.719 (meters)                     COMP
 HU1350  NAD 83(2011) Y  - -4,812,122.731 (meters)                     COMP
 HU1350  NAD 83(2011) Z  -  3,973,819.178 (meters)                     COMP
 HU1350  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 HU1350  DYNAMIC HEIGHT  -          4.885 (meters)       16.03  (feet) COMP
 HU1350  MODELED GRAVITY -    980,039.3   (mgal)                       NAVD 88
 HU1350
 HU1350  VERT ORDER      -  SECOND    CLASS II
 HU1350
 HU1350  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU1350  Standards:
 HU1350         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU1350            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU1350  -------------------------------------------------------------------
 HU1350  NETWORK    0.78   1.06           0.34   0.29   0.54     -0.13255465
 HU1350  -------------------------------------------------------------------
 HU1350  Click here for local accuracies and other accuracy information.
 HU1350
 HU1350.The horizontal coordinates were established by GPS observations
 HU1350.and adjusted by the National Geodetic Survey in June 2012.
 HU1350
 HU1350.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU1350.been affixed to the stable North American tectonic plate. See 
 HU1350.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU1350
 HU1350.The horizontal coordinates are valid at the epoch date displayed above
 HU1350.which is a decimal equivalence of Year/Month/Day.
 HU1350
 HU1350.The orthometric height was determined by differential leveling and
 HU1350.adjusted by the NATIONAL GEODETIC SURVEY
 HU1350.in September 2008.
 HU1350
 HU1350.No vertical observational check was made to the station.
 HU1350
 HU1350.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1350.GEOID18 height accuracy estimate available here.
 HU1350
 HU1350.Click photographs - Photos may exist for this station.
 HU1350
 HU1350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU1350
 HU1350.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1350
 HU1350.The ellipsoidal height was determined by GPS observations
 HU1350.and is referenced to NAD 83.
 HU1350
 HU1350.The dynamic height is computed by dividing the NAVD 88
 HU1350.geopotential number by the normal gravity value computed on the
 HU1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1350.degrees latitude (g = 980.6199 gals.).
 HU1350
 HU1350.The modeled gravity was interpolated from observed gravity values.
 HU1350
 HU1350. The following values were computed from the NAD 83(2011) position.
 HU1350
 HU1350;                    North         East     Units Scale Factor Converg.
 HU1350;SPC DE       -    87,295.547   222,450.016   MT  1.00000120   +0 09 42.7
 HU1350;SPC DE       -   286,402.14    729,821.43   sFT  1.00000120   +0 09 42.7
 HU1350;UTM  18      - 4,293,056.283   486,252.870   MT  0.99960233   -0 05 56.9
 HU1350
 HU1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1350!SPC DE       -   1.00000482  x   1.00000120  =   1.00000602
 HU1350!UTM  18      -   1.00000482  x   0.99960233  =   0.99960715
 HU1350
 HU1350:                Primary Azimuth Mark                     Grid Az
 HU1350:SPC DE       -  DE VRIES 1933 AZ MK                      349 56 26.5
 HU1350:UTM  18      -  DE VRIES 1933 AZ MK                      350 12 06.1
 HU1350
 HU1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8625293056(NAD 83)
 HU1350
 HU1350|---------------------------------------------------------------------|
 HU1350| PID    Reference Object                     Distance      Geod. Az  |
 HU1350|                                                           dddmmss.s |
 HU1350| HU1349 DE VRIES 1933 AZ MK                 432.313 METERS 3500609.2 |
 HU1350|---------------------------------------------------------------------|
 HU1350
 HU1350                          SUPERSEDED SURVEY CONTROL
 HU1350
 HU1350  NAD 83(2007)-  38 47 10.09283(N)    075 09 29.81823(W) AD(2002.00) B
 HU1350  ELLIP H (04/30/09)  -30.684  (m)                       GP(2002.00) 4 2
 HU1350  NAD 83(1991)-  38 47 10.09281(N)    075 09 29.81809(W) AD(       ) B
 HU1350  ELLIP H (08/09/06)  -30.699  (m)                       GP(       ) 4 2
 HU1350  NAD 83(1991)-  38 47 10.08414(N)    075 09 29.82723(W) AD(       ) 3
 HU1350  NAD 83(1986)-  38 47 10.07200(N)    075 09 29.83592(W) AD(       ) 3
 HU1350  NAD 27      -  38 47 09.66817(N)    075 09 31.17049(W) AD(       ) 3
 HU1350  NAVD 88 (08/09/06)    4.9    (m)  GEOID03  model used  GPS OBS        
 HU1350  NGVD 29 (07/19/86)    4.3    (m)           14.     (f) VERT ANG       
 HU1350
 HU1350.Superseded values are not recommended for survey control.
 HU1350
 HU1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1350.See file dsdata.pdf to determine how the superseded data were derived.
 HU1350
 HU1350_MARKER: DR = REFERENCE MARK DISK
 HU1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1350_STAMPING: DE VRIES NO 1 1933 1962
 HU1350_MARK LOGO: CGS
 HU1350_PROJECTION: FLUSH
 HU1350_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1350+STABILITY: SURFACE MOTION
 HU1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1350+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2015
 HU1350
 HU1350  HISTORY     - Date     Condition        Report By
 HU1350  HISTORY     - 1962     MONUMENTED       CGS
 HU1350  HISTORY     - 1962     GOOD             CGS
 HU1350  HISTORY     - 1970     GOOD             NGS
 HU1350  HISTORY     - 19840101 GOOD             NOS
 HU1350  HISTORY     - 19950416 GOOD             USPSQD
 HU1350  HISTORY     - 20010218 GOOD             USPSQD
 HU1350  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 HU1350  HISTORY     - 20050201 GOOD             DEDT
 HU1350  HISTORY     - 20050222 GOOD             DEDT
 HU1350  HISTORY     - 20080701 GOOD             DEDT
 HU1350  HISTORY     - 20120210 GOOD             DELCOS
 HU1350  HISTORY     - 20150718 GOOD             RODCON
 HU1350
 HU1350                          STATION DESCRIPTION
 HU1350
 HU1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1350'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF LEWES,
 HU1350'DELAWARE, ON STATE PROPERTY.
 HU1350'
 HU1350'TO REACH THE STATION FRONT THE POST OFFICE IN
 HU1350'LEWES, DELAWARE.  GO WEST-NORTHWEST ON WEST FROM STREET FOR
 HU1350'1.25 MILES TO THE STATION ON THE RIGHT JUST BEFORE REACHING A
 HU1350'MONUMENT COMMEMORATING THE FIRST SETTLEMENT OF THE DUTCH
 HU1350'COLONY UNDER DE VRIES, A.D. 1631.
 HU1350'
 HU1350'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DE VRIES NO 1
 HU1350'1933 1962, SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 HU1350'FLUSH WITH THE GROUND SURFACE.  IT IS 26.0 FEET EAST OF THE
 HU1350'APPROXIMATE CENTER OF THE MACADAM ROAD, 75.0 NORTH-NORTHEAST
 HU1350'OF A POWERLINE POLE NUMBER RA60, 82.0 FEET WEST OF THE WEST
 HU1350'BANK OF ROOSEVELT CANAL.
 HU1350'
 HU1350'THE STATION MARK IS A STANDARD DISK STAMPED DE VRIES 1933,
 HU1350'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION SUPPORTING
 HU1350'THE MONUMENT.  THE MONUMENT IS GRAY GRANITE AND BEARS THE
 HU1350'INSCRIPTION ERECTED BY THE STATE OF DELAWARE TO COMMEMORATE
 HU1350'THE SETTLEMENT OF THIS SPOT OF THE FIRST DUTCH COLONY UNDER
 HU1350'DE VRIES A.D. 1631.  THE DISK IS LOCATED 4.5 FEET EAST OF THE
 HU1350'EAST EDGE OF THE MONUMENT, 9.2 FEET SOUTH OF THE NORTH EDGE
 HU1350'OF THE RAILING, 7.0 FEET NORTH OF THE SOUTH EDGE OF THE
 HU1350'MONUMENT AND 14.0 FEET EAST OF THE STEPS LEADING TO THE
 HU1350'MONUMENT.
 HU1350'
 HU1350'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 HU1350
 HU1350                          STATION RECOVERY (1962)
 HU1350
 HU1350'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HU1350'RECOVERED IN GOOD CONDITION.
 HU1350
 HU1350                          STATION RECOVERY (1970)
 HU1350
 HU1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1350'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 HU1350'ADEQUATE.  THE AZIMUTH MARK FOR DE VRIES HAS BEEN DESTROYED.
 HU1350
 HU1350                          STATION RECOVERY (1984)
 HU1350
 HU1350'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984
 HU1350'THE STATION IS LOCATED IN THE NW SECTION OF LEWES, DELAWARE, ON STATE
 HU1350'PROPERTY.
 HU1350'TO REACH THE STATION FROM THE POST OFFICE IN LEWES, GO WNW ON WEST
 HU1350'FRONT STREET FOR 1.25 MI TO THE STATION ON THE RIGHT JUST BEFORE
 HU1350'REACHING A MONUMENT COMMEMORATING THE FIRST SETTLEMENT OF THE DUTCH
 HU1350'COLONY UNDER DE VRIES, A.D. 1631.
 HU1350'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 HU1350'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS LOCATED 7.925 M
 HU1350'(26.0 FT) E OF THE APPROXIMATE CENTER OF THE MACADAM ROAD, 22.860 M
 HU1350'(75.0 FT) NNE OF A POWERLINE POLE NUMBER RA60, AND 24.994 M (82.0 FT)
 HU1350'W OF THE W BANK OF ROOSEVELT CANAL.
 HU1350'STATION---DE VRIES 1933--- IS LOCATED 31.991 M (105.0 FT) NW OF RM 1.
 HU1350
 HU1350                          STATION RECOVERY (1995)
 HU1350
 HU1350'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU1350'RECOVERED IN GOOD CONDITION.
 HU1350
 HU1350                          STATION RECOVERY (2001)
 HU1350
 HU1350'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HU1350'RECOVERED IN GOOD CONDITION.
 HU1350
 HU1350                          STATION RECOVERY (2001)
 HU1350
 HU1350'RECOVERY NOTE BY US POWER SQUADRON 2001 (RK)
 HU1350'APPEARS TO BE BURIED UNDER NEW ROAD CONSTRUCTION
 HU1350
 HU1350                          STATION RECOVERY (2005)
 HU1350
 HU1350'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2005 (JRC)
 HU1350'RECOVERED IN GOOD CONDITION.
 HU1350
 HU1350                          STATION RECOVERY (2005)
 HU1350
 HU1350'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2005 (JRC)
 HU1350'RECOVERED AS DESCRIBED.
 HU1350
 HU1350                          STATION RECOVERY (2008)
 HU1350
 HU1350'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 HU1350'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF LEWES, DELAWARE, ON
 HU1350'STATE PROPERTY.
 HU1350'
 HU1350'TO REACH THE STATION FRONT THE POST OFFICE IN LEWES, DELAWARE.  GO
 HU1350'WEST-NORTHWEST ON WEST FROM STREET FOR 1.25 MILES TO THE STATION ON
 HU1350'THE RIGHT JUST BEFORE REACHING A MONUMENT COMMEMORATING THE FIRST
 HU1350'SETTLEMENT OF THE DUTCH COLONY UNDER DE VRIES, A.D. 1631.
 HU1350'
 HU1350'REFERENCE MARK 1 IS SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 HU1350'FLUSH WITH THE GROUND SURFACE.  IT IS 26.0 FEET EAST OF THE
 HU1350'APPROXIMATE CENTER OF THE MACADAM ROAD, 75.0 NORTH-NORTHEAST OF A
 HU1350'POWERLINE POLE NUMBER RA60, 82.0 FEET WEST OF THE WEST BANK OF
 HU1350'ROOSEVELT CANAL.
 HU1350
 HU1350                          STATION RECOVERY (2012)
 HU1350
 HU1350'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU1350'USE 2008 DESCRIPTION.
 HU1350
 HU1350                          STATION RECOVERY (2015)
 HU1350
 HU1350'RECOVERY NOTE BY RODGERS CONSULTING INC 2015 (JMB)
 HU1350'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3422 ***********************************************************************
 JU3422  DESIGNATION -  DEAKYNE
 JU3422  PID         -  JU3422
 JU3422  STATE/COUNTY-  DE/NEW CASTLE
 JU3422  COUNTRY     -  US
 JU3422  USGS QUAD   -  TAYLORS BRIDGE (2016)
 JU3422
 JU3422                         *CURRENT SURVEY CONTROL
 JU3422  ______________________________________________________________________
 JU3422* NAD 83(1991) POSITION- 39 22 52.92693(N) 075 31 41.67917(W)   ADJUSTED
 JU3422* NAVD 88 ORTHO HEIGHT -     6.    (meters)       20.    (feet) SCALED
 JU3422  ______________________________________________________________________
 JU3422  GEOID HEIGHT    -        -33.803 (meters)                     GEOID18
 JU3422  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 JU3422  HORZ ORDER      -  SECOND
 JU3422
 JU3422.The horizontal coordinates were established by classical geodetic methods
 JU3422.and adjusted by the National Geodetic Survey in January 1992.
 JU3422
 JU3422.The orthometric height was scaled from a topographic map.
 JU3422
 JU3422.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3422.GEOID18 height accuracy estimate available here.
 JU3422
 JU3422.Click photographs - Photos may exist for this station.
 JU3422
 JU3422.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3422
 JU3422. The following values were computed from the NAD 83(1991) position.
 JU3422
 JU3422;                    North         East     Units Scale Factor Converg.
 JU3422;SPC DE       -   153,350.345   190,386.586   MT  0.99999614   -0 04 14.9
 JU3422;SPC DE       -   503,116.92    624,626.66   sFT  0.99999614   -0 04 14.9
 JU3422;SPC NJ       -    61,339.805    61,414.961   MT  0.99999659   -0 39 08.8
 JU3422;SPC NJ       -   201,245.68    201,492.25   sFT  0.99999659   -0 39 08.8
 JU3422;UTM  18      - 4,359,231.921   454,504.845   MT  0.99962548   -0 20 06.6
 JU3422
 JU3422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3422!SPC DE       -   1.00000440  x   0.99999614  =   1.00000054
 JU3422!SPC NJ       -   1.00000440  x   0.99999659  =   1.00000099
 JU3422!UTM  18      -   1.00000440  x   0.99962548  =   0.99962988
 JU3422
 JU3422:                Primary Azimuth Mark                     Grid Az
 JU3422:SPC DE       -  BUCK 2 1845                              315 26 35.0
 JU3422:SPC NJ       -  BUCK 2 1845                              316 01 28.9
 JU3422:UTM  18      -  BUCK 2 1845                              315 42 26.7
 JU3422
 JU3422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5450459231(NAD 83)
 JU3422
 JU3422|---------------------------------------------------------------------|
 JU3422| PID    Reference Object                     Distance      Geod. Az  |
 JU3422|                                                           dddmmss.s |
 JU3422| JU3795 BUCK 2 1845                         APPROX.24.9 KM 3152220.1 |
 JU3422|---------------------------------------------------------------------|
 JU3422
 JU3422                          SUPERSEDED SURVEY CONTROL
 JU3422
 JU3422  NAD 83(1986)-  39 22 52.92114(N)    075 31 41.68385(W) AD(       ) 2
 JU3422  NAD 27      -  39 22 52.54400(N)    075 31 43.01100(W) AD(       ) 2
 JU3422  USBS        -  39 22 49.69000(N)    075 31 23.39000(W) AD(       ) 3
 JU3422  USSD        -  39 22 52.94500(N)    075 31 42.80400(W) AD(       ) 3
 JU3422
 JU3422.Superseded values are not recommended for survey control.
 JU3422
 JU3422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3422.See file dsdata.pdf to determine how the superseded data were derived.
 JU3422
 JU3422_MARKER: Z = SEE DESCRIPTION
 JU3422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3422
 JU3422  HISTORY     - Date     Condition        Report By
 JU3422  HISTORY     - 1834     MONUMENTED       SURCOA
 JU3422  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3422
 JU3422                          STATION DESCRIPTION
 JU3422
 JU3422'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3422'STATION NOT RECOVERED.  NO DESCRIPTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2522 ***********************************************************************
 JU2522  DESIGNATION -  DEEP
 JU2522  PID         -  JU2522
 JU2522  STATE/COUNTY-  DE/NEW CASTLE
 JU2522  COUNTRY     -  US
 JU2522  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2522
 JU2522                         *CURRENT SURVEY CONTROL
 JU2522  ______________________________________________________________________
 JU2522* NAD 83(1991) POSITION- 39 43 26.03410(N) 075 31 59.52336(W)   ADJUSTED
 JU2522* NAVD 88 ORTHO HEIGHT -     2.1   (meters)        7.    (feet) VERTCON3
 JU2522  ______________________________________________________________________
 JU2522  GEOID HEIGHT    -        -32.991 (meters)                     GEOID18
 JU2522  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 JU2522  HORZ ORDER      -  THIRD
 JU2522
 JU2522.The horizontal coordinates were established by classical geodetic methods
 JU2522.and adjusted by the National Geodetic Survey in January 1992.
 JU2522
 JU2522.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2522
 JU2522.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2522.GEOID18 height accuracy estimate available here.
 JU2522
 JU2522.Click photographs - Photos may exist for this station.
 JU2522
 JU2522.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2522
 JU2522. The following values were computed from the NAD 83(1991) position.
 JU2522
 JU2522;                    North         East     Units Scale Factor Converg.
 JU2522;SPC DE       -   191,380.436   190,008.775   MT  0.99999623   -0 04 28.1
 JU2522;SPC DE       -   627,887.31    623,387.12   sFT  0.99999623   -0 04 28.1
 JU2522;SPC NJ       -    99,371.787    61,424.635   MT  0.99999656   -0 39 37.3
 JU2522;SPC NJ       -   326,022.27    201,523.99   sFT  0.99999656   -0 39 37.3
 JU2522;UTM  18      - 4,397,249.260   454,303.226   MT  0.99962571   -0 20 26.8
 JU2522
 JU2522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2522!SPC DE       -   1.00000485  x   0.99999623  =   1.00000108
 JU2522!SPC NJ       -   1.00000485  x   0.99999656  =   1.00000141
 JU2522!UTM  18      -   1.00000485  x   0.99962571  =   0.99963055
 JU2522
 JU2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5430397249(NAD 83)
 JU2522
 JU2522                          SUPERSEDED SURVEY CONTROL
 JU2522
 JU2522  NAD 83(1986)-  39 43 26.02900(N)    075 31 59.52899(W) AD(       ) 3
 JU2522  NGVD 29 (06/08/88)    2.4    (m)            8.     (f) VERT ANG       
 JU2522
 JU2522.Superseded values are not recommended for survey control.
 JU2522
 JU2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2522.See file dsdata.pdf to determine how the superseded data were derived.
 JU2522
 JU2522_MARKER: DD = SURVEY DISK
 JU2522_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU2522_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JU2522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2522
 JU2522  HISTORY     - Date     Condition        Report By
 JU2522  HISTORY     - 1982     MONUMENTED       NOS
 JU2522
 JU2522                          STATION DESCRIPTION
 JU2522
 JU2522'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU2522'THE STATION IS LOCATED IN WILMINGTON ON THE WEST SIDE OF THE
 JU2522'CHRISTINA RIVER JUST SOUTH OF THE I-495 BRIDGE ACROSS THE RIVER.
 JU2522'
 JU2522'TO REACH THE STATION FROM THE MOUTH OF THE CHRISTINA RIVER, GO
 JU2522'NORTHWEST UP THE RIVER ABOUT 1 MILE TO THE STATION ON TOP
 JU2522'OF A PILE OF RUBBLE ON THE LEFT.
 JU2522'
 JU2522'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.70 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3384 ***********************************************************************
 JU3384  DESIGNATION -  DEEP WATER
 JU3384  PID         -  JU3384
 JU3384  STATE/COUNTY-  DE/KENT
 JU3384  COUNTRY     -  US
 JU3384  USGS QUAD   -  LITTLE CREEK (2016)
 JU3384
 JU3384                         *CURRENT SURVEY CONTROL
 JU3384  ______________________________________________________________________
 JU3384* NAD 83(1991) POSITION- 39 11 54.59198(N) 075 23 11.08033(W)   ADJUSTED
 JU3384* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 JU3384  ______________________________________________________________________
 JU3384  GEOID HEIGHT    -        -34.415 (meters)                     GEOID18
 JU3384  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 JU3384  HORZ ORDER      -  THIRD
 JU3384
 JU3384.The horizontal coordinates were established by classical geodetic methods
 JU3384.and adjusted by the National Geodetic Survey in January 1992.
 JU3384
 JU3384.The orthometric height was scaled from a topographic map.
 JU3384
 JU3384.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3384.GEOID18 height accuracy estimate available here.
 JU3384
 JU3384.Click photographs - Photos may exist for this station.
 JU3384
 JU3384.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3384
 JU3384. The following values were computed from the NAD 83(1991) position.
 JU3384
 JU3384;                    North         East     Units Scale Factor Converg.
 JU3384;SPC DE       -   133,042.438   202,613.570   MT  0.99999508   +0 01 08.8
 JU3384;SPC DE       -   436,490.07    664,741.35   sFT  0.99999508   +0 01 08.8
 JU3384;SPC NJ       -    40,909.292    73,435.430   MT  0.99997216   -0 33 36.9
 JU3384;SPC NJ       -   134,216.57    240,929.41   sFT  0.99997216   -0 33 36.9
 JU3384;UTM  18      - 4,338,875.581   466,633.616   MT  0.99961371   -0 14 39.2
 JU3384
 JU3384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3384!SPC DE       -   1.00000544  x   0.99999508  =   1.00000052
 JU3384!SPC NJ       -   1.00000544  x   0.99997216  =   0.99997760
 JU3384!UTM  18      -   1.00000544  x   0.99961371  =   0.99961915
 JU3384
 JU3384:                Primary Azimuth Mark                     Grid Az
 JU3384:SPC DE       -  DEAKYNE                                  328 56 55.3
 JU3384:SPC NJ       -  DEAKYNE                                  329 31 41.0
 JU3384:UTM  18      -  DEAKYNE                                  329 12 43.3
 JU3384
 JU3384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6663338875(NAD 83)
 JU3384
 JU3384|---------------------------------------------------------------------|
 JU3384| PID    Reference Object                     Distance      Geod. Az  |
 JU3384|                                                           dddmmss.s |
 JU3384| JU3422 DEAKYNE                             APPROX.23.7 KM 3285804.1 |
 JU3384|---------------------------------------------------------------------|
 JU3384
 JU3384                          SUPERSEDED SURVEY CONTROL
 JU3384
 JU3384  NAD 83(1986)-  39 11 54.58581(N)    075 23 11.08542(W) AD(       ) 3
 JU3384  NAD 27      -  39 11 54.17100(N)    075 23 12.45300(W) AD(       ) 3
 JU3384  USBS        -  39 11 51.33000(N)    075 22 52.73000(W) AD(       ) 3
 JU3384  USSD        -  39 11 54.62800(N)    075 23 12.23900(W) AD(       ) 3
 JU3384
 JU3384.Superseded values are not recommended for survey control.
 JU3384
 JU3384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3384.See file dsdata.pdf to determine how the superseded data were derived.
 JU3384
 JU3384_MARKER: Z = SEE DESCRIPTION
 JU3384
 JU3384  HISTORY     - Date     Condition        Report By
 JU3384  HISTORY     - 1842     MONUMENTED       COASUR
 JU3384  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3384
 JU3384                          STATION DESCRIPTION
 JU3384
 JU3384'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3384'THREE HOURS WERE SPENT SEARCHING FOR THIS STATION.  IT IS
 JU3384'RECOMMENDED THAT STATION BE CONSIDERED AS LOST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2027 ***********************************************************************
 HU2027  DESIGNATION -  DELA
 HU2027  PID         -  HU2027
 HU2027  STATE/COUNTY-  DE/SUSSEX
 HU2027  COUNTRY     -  US
 HU2027  USGS QUAD   -  SHARPTOWN (2016)
 HU2027
 HU2027                         *CURRENT SURVEY CONTROL
 HU2027  ______________________________________________________________________
 HU2027* NAD 83(1991) POSITION- 38 36 19.76396(N) 075 42 17.91907(W)   ADJUSTED
 HU2027* NAVD 88 ORTHO HEIGHT -     9.7   (meters)       32.    (feet) VERTCON3
 HU2027  ______________________________________________________________________
 HU2027  GEOID HEIGHT    -        -35.526 (meters)                     GEOID18
 HU2027  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 HU2027  HORZ ORDER      -  SECOND
 HU2027
 HU2027.The horizontal coordinates were established by classical geodetic methods
 HU2027.and adjusted by the National Geodetic Survey in January 1992.
 HU2027
 HU2027.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2027
 HU2027.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2027.GEOID18 height accuracy estimate available here.
 HU2027
 HU2027.Click photographs - Photos may exist for this station.
 HU2027
 HU2027.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2027
 HU2027. The following values were computed from the NAD 83(1991) position.
 HU2027
 HU2027;                    North         East     Units Scale Factor Converg.
 HU2027;SPC DE       -    67,249.819   174,886.673   MT  1.00000276   -0 10 47.6
 HU2027;SPC DE       -   220,635.45    573,774.03   sFT  1.00000276   -0 10 47.6
 HU2027;SPC MD       -   105,013.120   512,795.245   MT  0.99996092   +0 48 46.1
 HU2027;SPC MD       -   344,530.54  1,682,395.73   sFT  0.99996092   +0 48 46.1
 HU2027;UTM  18      - 4,273,234.499   438,616.875   MT  0.99964640   -0 26 23.6
 HU2027
 HU2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2027!SPC DE       -   1.00000406  x   1.00000276  =   1.00000682
 HU2027!SPC MD       -   1.00000406  x   0.99996092  =   0.99996498
 HU2027!UTM  18      -   1.00000406  x   0.99964640  =   0.99965046
 HU2027
 HU2027:                Primary Azimuth Mark                     Grid Az
 HU2027:SPC DE       -  DODD                                     356 00 12.4
 HU2027:SPC MD       -  DODD                                     355 00 38.7
 HU2027:UTM  18      -  DODD                                     356 15 48.4
 HU2027
 HU2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3861673234(NAD 83)
 HU2027
 HU2027|---------------------------------------------------------------------|
 HU2027| PID    Reference Object                     Distance      Geod. Az  |
 HU2027|                                                           dddmmss.s |
 HU2027| DC7212 DELA RM 2                            11.119 METERS 17709     |
 HU2027| HU2014 BOUNDARY MONUMENT 10                  9.234 METERS 26628     |
 HU2027| DC7210 DELA AZ MK                                         3544349.3 |
 HU2027| DC7211 DELA RM 1                            11.165 METERS 35549     |
 HU2027| HU2028 DODD                                APPROX. 1.6 KM 3554924.8 |
 HU2027|---------------------------------------------------------------------|
 HU2027
 HU2027                          SUPERSEDED SURVEY CONTROL
 HU2027
 HU2027  NAD 83(1986)-  38 36 19.75852(N)    075 42 17.93813(W) AD(       ) 2
 HU2027  NAD 27      -  38 36 19.34210(N)    075 42 19.17790(W) AD(       ) 2
 HU2027  NGVD 29 (07/19/86)    9.9    (m)           32.     (f) VERT ANG       
 HU2027
 HU2027.Superseded values are not recommended for survey control.
 HU2027
 HU2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2027.See file dsdata.pdf to determine how the superseded data were derived.
 HU2027
 HU2027_MARKER: DS = TRIANGULATION STATION DISK
 HU2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2027_STAMPING: DELA 1962
 HU2027_MARK LOGO: CGS
 HU2027_PROJECTION: FLUSH
 HU2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2027+STABILITY: SURFACE MOTION
 HU2027
 HU2027  HISTORY     - Date     Condition        Report By
 HU2027  HISTORY     - 1962     MONUMENTED       CGS
 HU2027  HISTORY     - 1975     GOOD             NGS
 HU2027  HISTORY     - 1976     GOOD             NGS
 HU2027  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU2027
 HU2027                          STATION DESCRIPTION
 HU2027
 HU2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU2027'STATION IS LOCATED ABOUT 2.0 MILES SOUTH OF THE SMALL VILLAGE
 HU2027'OF RELIANCE, 3.0 MILES NORTH-NORTHEAST OF THE SMALL VILLAGE
 HU2027'OF GALESTOWN, AND ABOUT 5.5 MILES SOUTHWEST OF SEAFORD
 HU2027'DELAWARE.  ON THE RIGHT-OF-WAY OF STATE LINE ROAD.
 HU2027'
 HU2027'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 HU2027'AND CENTRAL AVE. IN FEDERALSBURG MARYLAND, GO EAST ON CENTRAL
 HU2027'AVE. FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, GO SOUTH
 HU2027'FOR 1.7 MILE TO WHERE THE HIGHWAY TURNS SHARP TO THE RIGHT,
 HU2027'CONTINUE SOUTHEASTERLY ON STATE HIGHWAY 577 FOR 3.65 MILES
 HU2027'TO THE SMALL VILLAGE OF RELIANCE, THENCE GO SOUTH ON THE STATE
 HU2027'LINE ROAD FOR 1.6 TO AZIMUTH ON THE RIGHT, CONTINUE ON THE
 HU2027'STATE LINE ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT.
 HU2027'
 HU2027'STATION MARK, A STANDARD DISK STAMPED DELA 1962, SET IN THE
 HU2027'TOP OF A 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING
 HU2027'FLUSH WITH THE GROUND SURFACE.  IT IS 3.4 FEET SOUTHWEST OF
 HU2027'A STANDARD METAL WITNESS POST.  17.6 FEET SOUTH OF
 HU2027'POWERLINE-POLE NUMBER 148-49.  27.8 FEET EAST OF CENTER OF
 HU2027'STATE LINE ROAD.  24.0 FEET WEST OF EDGE OF WOODS.
 HU2027'
 HU2027'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DELA NO. 1 1962,
 HU2027'SET IN THE TOP OF A 10 X 10 INCH SQUARE CONCRETE MONUMENT,
 HU2027'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 27.5 FEET NORTH
 HU2027'OF A STANDARD METAL WITNESS POST.  19.4 FEET NORTH-NORTHWEST
 HU2027'OF POWERLINE-POLE NUMBER 148-49.  29.0 FEET EAST OF CENTER OF
 HU2027'STATE LINE ROAD.  23.3 FEET WEST OF EDGE OF WOODS.
 HU2027'
 HU2027'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DELA NO. 2
 HU2027'1962, SET IN THE TOP OF A 10 X 10 INCH SQUARE CONCRETE
 HU2027'MONUMENT, THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS
 HU2027'38.7 FEET SOUTH OF A STANDARD METAL WITNESS POST.  27.7
 HU2027'FEET EAST OF CENTER OF STATE LINE ROAD.  30.0 FEET WEST OF
 HU2027'EDGE OF WOODS.  53.7 FEET SOUTH OF POWERLINE-POLE NUMBER 148-49.
 HU2027'
 HU2027'AZIMUTH MARK, A STANDARD DISK STAMPED DELA 1962, SET IN
 HU2027'THE TOP OF A 10 X 10 INCH SQUARE CONCRETE MONUMENT, THAT IS
 HU2027'FLUSH WITH THE GROUND SURFACE.  IT IS 4.6 FEET SOUTHEAST OF
 HU2027'A STANDARD METAL WITNESS POST.  25.8 FEET WEST OF CENTER OF
 HU2027'STATE LINE ROAD.  7.0 FEET EAST-SOUTHEAST OF A 12 INCH PINE TREE.
 HU2027'
 HU2027'BOUNDARY MONUMENT NO. 10, REPORTED TO BE TWO FEET OR MORE
 HU2027'UNDER CENTER OF HARD SURFACED ROAD.  REPORTED TO BE PRONE
 HU2027'WITH TOP TO SOUTH AND CALVERT ARMS TO WEST.
 HU2027'
 HU2027'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
 HU2027
 HU2027                          STATION RECOVERY (1975)
 HU2027
 HU2027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HU2027'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HU2027'CONDITION AS DESCRIBED IN THE 1962 DESCRIPTION.  THE AZIMUTH
 HU2027'MARK IS NOW OBSTRUCTED BY SEVERAL LARGE TREES AND PERMISSION
 HU2027'COULD NOT BE OBTAINED TO CUT THE TREES AT THIS
 HU2027'DATE.  TRIANGULATION STATION DODD 1962 IS VISIBLE FROM THE
 HU2027'GROUND AND IT WAS USED AS AN AZIMUTH FROM THIS STATION.
 HU2027'
 HU2027'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU2027'2-1/4 MILES SOUTH OF RELIANCE.
 HU2027
 HU2027                          STATION RECOVERY (1976)
 HU2027
 HU2027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU2027'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HU2027'CONDITION AS PREVIOUSLY DESCRIBED.  THE AZIMUTH MARK IS NOT
 HU2027'VISIBLE FROM THE GROUND WITHOUT CLEARING SEVERAL LARGE
 HU2027'TREES.  TRIANGULATION STATION DODD WAS USED AS AN AZIMUTH AT
 HU2027'THIS DATE.  THE DISTANCES AND DIRECTION TO BOTH REFERENCE
 HU2027'MARKS AGREED WITH THE PREVIOUS OBSERVATIONS.
 HU2027'
 HU2027'THE MARYLAND-DELAWARE BOUNDARY MONUMENT NUMBER 10 WAS SET
 HU2027'BELOW A MANHOLE JUST WEST OF THIS STATION AT THIS DATE.
 HU2027'
 HU2027'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU2027'2 MILES SOUTH OF RELIANCE.
 HU2027
 HU2027                          STATION RECOVERY (2013)
 HU2027
 HU2027'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU2027'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3420 ***********************************************************************
 JU3420  DESIGNATION -  DELAWARE
 JU3420  PID         -  JU3420
 JU3420  STATE/COUNTY-  DE/NEW CASTLE
 JU3420  COUNTRY     -  US
 JU3420  USGS QUAD   -  TAYLORS BRIDGE (2016)
 JU3420
 JU3420                         *CURRENT SURVEY CONTROL
 JU3420  ______________________________________________________________________
 JU3420* NAD 83(1991) POSITION- 39 22 39.14789(N) 075 30 55.63526(W)   ADJUSTED
 JU3420* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 JU3420  ______________________________________________________________________
 JU3420  GEOID HEIGHT    -        -33.818 (meters)                     GEOID18
 JU3420  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 JU3420  HORZ ORDER      -  THIRD
 JU3420
 JU3420.The horizontal coordinates were established by classical geodetic methods
 JU3420.and adjusted by the National Geodetic Survey in January 1992.
 JU3420
 JU3420.The orthometric height was scaled from a topographic map.
 JU3420
 JU3420.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3420.GEOID18 height accuracy estimate available here.
 JU3420
 JU3420.Click photographs - Photos may exist for this station.
 JU3420
 JU3420.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3420
 JU3420. The following values were computed from the NAD 83(1991) position.
 JU3420
 JU3420;                    North         East     Units Scale Factor Converg.
 JU3420;SPC DE       -   152,924.122   191,488.094   MT  0.99999589   -0 03 45.6
 JU3420;SPC DE       -   501,718.56    628,240.52   sFT  0.99999589   -0 03 45.6
 JU3420;SPC NJ       -    60,902.424    62,512.084   MT  0.99999421   -0 38 39.4
 JU3420;SPC NJ       -   199,810.70    205,091.73   sFT  0.99999421   -0 38 39.4
 JU3420;UTM  18      - 4,358,800.781   455,603.966   MT  0.99962427   -0 19 37.3
 JU3420
 JU3420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3420!SPC DE       -   1.00000534  x   0.99999589  =   1.00000123
 JU3420!SPC NJ       -   1.00000534  x   0.99999421  =   0.99999955
 JU3420!UTM  18      -   1.00000534  x   0.99962427  =   0.99962961
 JU3420
 JU3420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5560358800(NAD 83)
 JU3420
 JU3420                          SUPERSEDED SURVEY CONTROL
 JU3420
 JU3420  NAD 83(1986)-  39 22 39.13963(N)    075 30 55.64480(W) AD(       ) 3
 JU3420  NAD 27      -  39 22 38.73400(N)    075 30 56.92000(W) AD(       ) 3
 JU3420
 JU3420.Superseded values are not recommended for survey control.
 JU3420
 JU3420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3420.See file dsdata.pdf to determine how the superseded data were derived.
 JU3420
 JU3420_MARKER: Z = SEE DESCRIPTION
 JU3420_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU3420_MAGNETIC: P = MARKER IS A STEEL PIPE
 JU3420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3420
 JU3420  HISTORY     - Date     Condition        Report By
 JU3420  HISTORY     - 1933     MONUMENTED       USACE
 JU3420  HISTORY     - 1975     GOOD             NGS
 JU3420
 JU3420                          STATION DESCRIPTION
 JU3420
 JU3420'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1933 (GLA)
 JU3420'THIS IS A CUT-IN STATION, ON THE SW BANK OF DELAWARE BAY, ON
 JU3420'DELAWARE POINT.  50 FEET NW OF HIGH WATER LINE.  DELAWARE POINT
 JU3420'IS ABOUT 0.8 MILE SE OF COLLINS BEACH AND 0.9 MILE NW OF THE
 JU3420'MOUTH OF THE SMYRNA RIVER.
 JU3420'
 JU3420'THE STATION IS MARKED BY A 1-1/4 -INCH PIPE 6 FEET LONG DRIVEN
 JU3420'IN THE GROUND.  OVER THE STATION IS ERECTED A SQUARE SKELETON
 JU3420'STEEL TOWER 60 FEET HIGH WITH ITS BASE ANCHORED IN CONCRETE.  A
 JU3420'LATTICEWORK TARGET 20 FEET HIGH IS MOUNTED ON THE UPPER
 JU3420'SECTIONS OF THE TOWER.
 JU3420
 JU3420                          STATION RECOVERY (1975)
 JU3420
 JU3420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3420'THIS STATION IS ON THE SOUTHWEST BANK OF THE DELAWARE RIVER ON
 JU3420'DELAWARE POINT, 50 FEET SOUTH BY SOUTHWEST OF THE HIGH WATER
 JU3420'LINE.  DELAWARE POINT IS ABOUT 0.9 MILE NORTHWEST OF THE MOUTH
 JU3420'OF THE SMYRNA RIVER.
 JU3420'
 JU3420'THE STATION IS MARKED BY A 6 FOOT, 1-1/4 - INCH IRON PIPE
 JU3420'DRIVEN INTO THE GROUND.  OVER THE STATION, A 60 FOOT FRAME STEEL
 JU3420'TOWER STANDS.  A 20 FOOT LATTICE TARGET IS ON THE UPPER
 JU3420'PORTION OF THE TOWER.  THE TOWER AND TARGET HAVE BEEN SUBJECT
 JU3420'TO WEATHERING AND SOME FRAME MEMBERS HAVE FALLEN FROM THE TOWER.
 JU3420'
 JU3420'TO REACH THE STATION FROM SMYRNA, TAKE ROUTE 6 EAST AND TURN
 JU3420'LEFT ON ROUTE 9.  PROCEED ACROSS THE SMYRNA RIVER AND TURN
 JU3420'RIGHT (ON ROUTE 9) AT A FORK IN THE ROAD.  TURN RIGHT AGAIN
 JU3420'150 YARDS FROM THE FORK AND PROCEED TO AN INTERSECTION.  PROCEED
 JU3420'THROUGH THE GATE FROM THE STATE ROAD TO A PRIVATE ROAD.  CONTINUE
 JU3420'PAST A FARM HOUSE (THE MAJOR PORTION OF WHICH WAS THE BASE TO A
 JU3420'WIND MILL--A TRUNKATED PYRAMID) ON A DIRT ROAD TO A MARSH.
 JU3420'PROCEED ON FOOT THROUGH THE MARSH ABOUT 1/3 MILE TO THE TOWER AND
 JU3420'STATION.  (PERMISSION TO CROSS PRIVATE PROPERTY AND
 JU3420'PERHAPS KEYS MAY BE OBTAINED FROM TENANTS OR OWNER, MR. GREEN.)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1316 ***********************************************************************
 HU1316  DESIGNATION -  DELAWARE BREAKWATER W END LT
 HU1316  PID         -  HU1316
 HU1316  STATE/COUNTY-  DE/SUSSEX
 HU1316  COUNTRY     -  US
 HU1316  USGS QUAD   -  CAPE HENLOPEN (2016)
 HU1316
 HU1316                         *CURRENT SURVEY CONTROL
 HU1316  ______________________________________________________________________
 HU1316* NAD 83(1991) POSITION- 38 48 01.79682(N) 075 06 59.91532(W)   ADJUSTED
 HU1316  ______________________________________________________________________
 HU1316  GEOID HEIGHT    -        -35.606 (meters)                     GEOID18
 HU1316  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 HU1316  HORZ ORDER      -  THIRD
 HU1316
 HU1316.The horizontal coordinates were established by classical geodetic methods
 HU1316.and adjusted by the National Geodetic Survey in January 1992.
 HU1316
 HU1316.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1316.GEOID18 height accuracy estimate available here.
 HU1316
 HU1316.Click photographs - Photos may exist for this station.
 HU1316
 HU1316.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1316
 HU1316. The following values were computed from the NAD 83(1991) position.
 HU1316
 HU1316;                    North         East     Units Scale Factor Converg.
 HU1316;SPC DE       -    88,900.973   226,062.681   MT  1.00000336   +0 11 16.8
 HU1316;SPC DE       -   291,669.28    741,673.98   sFT  1.00000336   +0 11 16.8
 HU1316;UTM  18      - 4,294,644.595   489,871.362   MT  0.99960126   -0 04 23.1
 HU1316
 HU1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8987194644(NAD 83)
 HU1316
 HU1316                          SUPERSEDED SURVEY CONTROL
 HU1316
 HU1316  NAD 83(1986)-  38 48 01.78417(N)    075 06 59.92363(W) AD(       ) 3
 HU1316  NAD 27      -  38 48 01.38000(N)    075 07 01.26900(W) AD(       ) 3
 HU1316
 HU1316.Superseded values are not recommended for survey control.
 HU1316
 HU1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1316.See file dsdata.pdf to determine how the superseded data were derived.
 HU1316
 HU1316_MARKER: 14 = NAVIGATION LIGHT
 HU1316
 HU1316  HISTORY     - Date     Condition        Report By
 HU1316  HISTORY     - 1933     FIRST OBSERVED   CGS
 HU1316  HISTORY     - 1943     GOOD             CGS
 HU1316  HISTORY     - 1945     GOOD             CGS
 HU1316  HISTORY     - 1962     GOOD             CGS
 HU1316  HISTORY     - 1969     GOOD             CGS
 HU1316
 HU1316                          STATION DESCRIPTION
 HU1316
 HU1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1316'STATION RECOVERED IN GOOD CONDITION.  A BROWN SKELETON TOWER
 HU1316'ON A CONCRETE PIER WITH THE LIGHT 56 FEET ABOVE WATER.
 HU1316
 HU1316                          STATION RECOVERY (1945)
 HU1316
 HU1316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (TBR)
 HU1316'STATION RECOVERED IN GOOD CONDITION.  IT IS A LIGHT 56 FEET
 HU1316'ABOVE THE WATER, ON A BROWN SKELETON TOWER ON A CONCRETE PIER
 HU1316'ON THE W END OF THE DELAWARE BREAKWATER.
 HU1316
 HU1316                          STATION RECOVERY (1962)
 HU1316
 HU1316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKW)
 HU1316'STATION RECOVERED IN GOOD CONDITION.  ACCORDING TO THE LOCAL
 HU1316'COAST GUARD PERSONNEL AND THE 1961 LIGHT LIST, THE LIGHT HAS
 HU1316'NOT BEEN REBUILT SINCE 1930.
 HU1316
 HU1316                          STATION RECOVERY (1969)
 HU1316
 HU1316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 HU1316'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 HU1316'IS ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1320 ***********************************************************************
 HU1320  DESIGNATION -  DELAWARE BREAKWATER LIGHTHOUSE
 HU1320  PID         -  HU1320
 HU1320  STATE/COUNTY-  DE/SUSSEX
 HU1320  COUNTRY     -  US
 HU1320  USGS QUAD   -  CAPE HENLOPEN (2016)
 HU1320
 HU1320                         *CURRENT SURVEY CONTROL
 HU1320  ______________________________________________________________________
 HU1320* NAD 83(1991) POSITION- 38 47 49.62848(N) 075 05 59.90864(W)   ADJUSTED
 HU1320* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 HU1320  ______________________________________________________________________
 HU1320  GEOID HEIGHT    -        -35.615 (meters)                     GEOID18
 HU1320  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 HU1320  HORZ ORDER      -  THIRD
 HU1320
 HU1320.The horizontal coordinates were established by classical geodetic methods
 HU1320.and adjusted by the National Geodetic Survey in January 1992.
 HU1320
 HU1320.The orthometric height was scaled from a topographic map.
 HU1320
 HU1320.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1320.GEOID18 height accuracy estimate available here.
 HU1320
 HU1320.Click photographs - Photos may exist for this station.
 HU1320
 HU1320.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1320
 HU1320. The following values were computed from the NAD 83(1991) position.
 HU1320
 HU1320;                    North         East     Units Scale Factor Converg.
 HU1320;SPC DE       -    88,530.627   227,511.958   MT  1.00000432   +0 11 54.3
 HU1320;SPC DE       -   290,454.23    746,428.82   sFT  1.00000432   +0 11 54.3
 HU1320;UTM  18      - 4,294,267.801   491,318.353   MT  0.99960093   -0 03 45.5
 HU1320
 HU1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1320!SPC DE       -   1.00000531  x   1.00000432  =   1.00000963
 HU1320!UTM  18      -   1.00000531  x   0.99960093  =   0.99960624
 HU1320
 HU1320:                Primary Azimuth Mark                     Grid Az
 HU1320:SPC DE       -  HARBOR OF REFUGE LH NEW                  018 37 07.7
 HU1320:UTM  18      -  HARBOR OF REFUGE LH NEW                  018 52 47.5
 HU1320
 HU1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9131894267(NAD 83)
 HU1320
 HU1320|---------------------------------------------------------------------|
 HU1320| PID    Reference Object                     Distance      Geod. Az  |
 HU1320|                                                           dddmmss.s |
 HU1320| HU1335 HARBOR OF REFUGE LH NEW             APPROX. 2.0 KM 0184902.0 |
 HU1320| HU1358 REHOBOTH BEACH STANDPIPE            APPROX. 9.0 KM 1700816.9 |
 HU1320|---------------------------------------------------------------------|
 HU1320
 HU1320                          SUPERSEDED SURVEY CONTROL
 HU1320
 HU1320  NAD 83(1986)-  38 47 49.61593(N)    075 05 59.91604(W) AD(       ) 3
 HU1320  NAD 27      -  38 47 49.21500(N)    075 06 01.24300(W) AD(       ) 3
 HU1320  USBS        -  38 47 53.64000(N)    075 06 08.58000(W) AD(       ) 3
 HU1320  USSD        -  38 47 49.58400(N)    075 06 01.07500(W) AD(       ) 3
 HU1320
 HU1320.Superseded values are not recommended for survey control.
 HU1320
 HU1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1320.See file dsdata.pdf to determine how the superseded data were derived.
 HU1320
 HU1320_MARKER: 13 = LIGHTHOUSE
 HU1320_MARK LOGO: CGS
 HU1320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1320+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1984
 HU1320
 HU1320  HISTORY     - Date     Condition        Report By
 HU1320  HISTORY     - 1927     FIRST OBSERVED   CGS
 HU1320  HISTORY     - 1927     GOOD             CGS
 HU1320  HISTORY     - 1943     GOOD             CGS
 HU1320  HISTORY     - 1945     GOOD             CGS
 HU1320  HISTORY     - 1975     GOOD             NGS
 HU1320  HISTORY     - 19840101 GOOD             NOS
 HU1320  HISTORY     - 19950912 GOOD             USPSQD
 HU1320  HISTORY     - 20061009 GOOD             GEOCAC
 HU1320
 HU1320                          STATION DESCRIPTION
 HU1320
 HU1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCM)
 HU1320'A BROWN CONICAL TOWER LOCATED ON A WHITE PIER.  LIGHT IS
 HU1320'61 FEET ABOVE THE WATER.
 HU1320'
 HU1320'STATION IS OCCUPIED.
 HU1320
 HU1320                          STATION RECOVERY (1927)
 HU1320
 HU1320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927
 HU1320'RECOVERED IN GOOD CONDITION.
 HU1320
 HU1320                          STATION RECOVERY (1943)
 HU1320
 HU1320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1320'THIS IS THE SAME STATION AS DELAWARE BREAKWATER LIGHTHOUSE
 HU1320'(EAST END LIGHTHOUSE) 1896, 1909, FOR THE GEODETIC POSITIONS
 HU1320'AGREE WITHIN 0.4 METER AND THE LIGHT LIST, 1942, LISTS THE
 HU1320'LIGHTHOUSE AS HAVING BEEN ESTABLISHED IN 1885.  STATION
 HU1320'RECOVERED AS DESCRIBED.
 HU1320
 HU1320                          STATION RECOVERY (1945)
 HU1320
 HU1320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (TBR)
 HU1320'RECOVERED AS DESCRIBED.  THIS STATION IS THE SAME AS DELAWARE
 HU1320'BREAKWATER LIGHTHOUSE (EAST END LIGHTHOUSE.  FRONT RANGE
 HU1320'LIGHTHOUSE) 1896, AND 1909.
 HU1320
 HU1320                          STATION RECOVERY (1975)
 HU1320
 HU1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 HU1320'INTERSECTION STATION RECOVERED IN GOOD CONDITION.
 HU1320'
 HU1320'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1320'2.6 MILES NORTHEAST OF LEWES.
 HU1320
 HU1320                          STATION RECOVERY (1984)
 HU1320
 HU1320'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984
 HU1320'THE STATION IS LOCATED IN BREAKWATER HARBOR JUST W OF CAPE HENLOPEN
 HU1320'NEAR THE DELAWARE BAY.
 HU1320'TO REACH PROCEED BY BOAT.
 HU1320'STATION IS THE CENTER OF A LIGHT ON A BROWN CONICAL TOWER LOCATED ON A
 HU1320'WHITE PIER.
 HU1320
 HU1320                          STATION RECOVERY (1995)
 HU1320
 HU1320'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU1320'RECOVERED IN GOOD CONDITION.
 HU1320
 HU1320                          STATION RECOVERY (2006)
 HU1320
 HU1320'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU1320'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1791 ***********************************************************************
 JU1791  DESIGNATION -  DELAWARE CITY
 JU1791  PID         -  JU1791
 JU1791  STATE/COUNTY-  DE/NEW CASTLE
 JU1791  COUNTRY     -  US
 JU1791  USGS QUAD   -  DELAWARE CITY (2016)
 JU1791
 JU1791                         *CURRENT SURVEY CONTROL
 JU1791  ______________________________________________________________________
 JU1791* NAD 83(1986) POSITION- 39 34 36.1    (N) 075 35 26.8    (W)   HD_HELD2
 JU1791* NAVD 88 ORTHO HEIGHT -     2.448 (meters)        8.03  (feet) ADJUSTED
 JU1791  ______________________________________________________________________
 JU1791  GEOID HEIGHT    -        -33.339 (meters)                     GEOID18
 JU1791  DYNAMIC HEIGHT  -          2.446 (meters)        8.02  (feet) COMP
 JU1791  MODELED GRAVITY -    980,134.4   (mgal)                       NAVD 88
 JU1791
 JU1791  VERT ORDER      -  FIRST     CLASS I
 JU1791
 JU1791.The horizontal coordinates were established by autonomous hand held GPS
 JU1791.observations and have an estimated accuracy of +/- 10 meters.
 JU1791
 JU1791.The orthometric height was determined by differential leveling and
 JU1791.adjusted by the NATIONAL GEODETIC SURVEY
 JU1791.in June 1991.
 JU1791
 JU1791.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1791.GEOID18 height accuracy estimate available here.
 JU1791
 JU1791.Click photographs - Photos may exist for this station.
 JU1791
 JU1791.The dynamic height is computed by dividing the NAVD 88
 JU1791.geopotential number by the normal gravity value computed on the
 JU1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1791.degrees latitude (g = 980.6199 gals.).
 JU1791
 JU1791.The modeled gravity was interpolated from observed gravity values.
 JU1791
 JU1791;                    North         East    Units  Estimated Accuracy
 JU1791;SPC DE       -   175,045.      185,041.      MT  (+/- 10 meters HH2 GPS)
 JU1791
 JU1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4926180942(NAD 83)
 JU1791
 JU1791                          SUPERSEDED SURVEY CONTROL
 JU1791
 JU1791  NGVD 29 (01/10/92)    2.706  (m)            8.88   (f) ADJUSTED    1 1
 JU1791  NGVD 29 (??/??/87)    2.706  (m)            8.88   (f) SUPERSEDED  1 1
 JU1791
 JU1791.Superseded values are not recommended for survey control.
 JU1791
 JU1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1791.See file dsdata.pdf to determine how the superseded data were derived.
 JU1791
 JU1791_MARKER: DB = BENCH MARK DISK
 JU1791_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU1791_SP_SET: SLAB
 JU1791_STAMPING: 9.324 DELAWARE CITY 1931
 JU1791_MARK LOGO: CGS
 JU1791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1791_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1791+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1791
 JU1791  HISTORY     - Date     Condition        Report By
 JU1791  HISTORY     - 1931     MONUMENTED       CGS
 JU1791  HISTORY     - 1971     GOOD             NGS
 JU1791  HISTORY     - 1979     GOOD             NGS
 JU1791  HISTORY     - 1983     GOOD             USPSQD
 JU1791  HISTORY     - 19910309 GOOD             USPSQD
 JU1791  HISTORY     - 20050615 POOR             GEOCAC
 JU1791  HISTORY     - 20130711 GOOD             DELCOS
 JU1791
 JU1791                          STATION DESCRIPTION
 JU1791
 JU1791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JU1791'0.3 MI NE FROM DELAWARE CITY.
 JU1791'ABOUT 0.3 MILE NORTHEAST ALONG CLINTON STREET FROM THE INTERSECTION
 JU1791'OF STATE HIGHWAY 9 (FIFTH STREET) AT DELAWARE CITY, AT THE
 JU1791'INTERSECTION OF CLINTON STREET AND 2ND STREET, SET ON THE TOP OF
 JU1791'THE CONCRETE APPROACH TO THE DOOR ON THE SOUTHEAST SIDE OF
 JU1791'THE DELAWARE CITY FIRE DEPT. STATION NO. 15, 32 1/2 FEET
 JU1791'NORTHWEST OF THE CENTER LINE OF CLINTON STREET, 26.0 FEET
 JU1791'SOUTH OF THE EAST CORNER OF THE BUILDING AND ABOUT LEVEL WITH THE
 JU1791'STREET.
 JU1791
 JU1791                          STATION RECOVERY (1979)
 JU1791
 JU1791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1791'RECOVERED IN GOOD CONDITION.
 JU1791
 JU1791                          STATION RECOVERY (1983)
 JU1791
 JU1791'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU1791'RELATIVELY NEW WALKWAY CONCRETE POURED AROUND MARK. MARK APEARS TO BE
 JU1791'SLOPED WITH SLIGHT SLOPE OF WALK. POSSIBLY DISTRUBED SLIGHTLY. NEW
 JU1791'ADDITION ON FIRE HOUSE TERE ARE LOCATION NOW 65 FEET EAST OF THE WEST
 JU1791'CORNER OF THE BUILDING. TOP OF CONCRETE APPROACH TO OFFICE DOOR.
 JU1791
 JU1791                          STATION RECOVERY (1991)
 JU1791
 JU1791'RECOVERY NOTE BY US POWER SQUADRON 1991 (WAU)
 JU1791'RECOVERED IN GOOD CONDITION.
 JU1791
 JU1791                          STATION RECOVERY (2005)
 JU1791
 JU1791'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU1791'ABOUT 80 PERCENT OF THE STAMPING HAS BEEN WORN OFF. THE FIRE STATION
 JU1791'BUILDING IS NOW THE ARTHUR B. HOPE MEMORIAL HALL.
 JU1791
 JU1791                          STATION RECOVERY (2013)
 JU1791
 JU1791'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1791'BENCHMARK RECOVERED IN GOOD CONDITION, NOT THE POOR CONDITION THAT IS
 JU1791'PREVIOUSLY LISTED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3773 ***********************************************************************
 JU3773  DESIGNATION -  DELAWARE CITY CANAL BRI N PIER
 JU3773  PID         -  JU3773
 JU3773  STATE/COUNTY-  DE/NEW CASTLE
 JU3773  COUNTRY     -  US
 JU3773  USGS QUAD   -  DELAWARE CITY (2016)
 JU3773
 JU3773                         *CURRENT SURVEY CONTROL
 JU3773  ______________________________________________________________________
 JU3773* NAD 83(1991) POSITION- 39 33 30.12637(N) 075 34 59.18976(W)   ADJUSTED
 JU3773  ______________________________________________________________________
 JU3773  GEOID HEIGHT    -        -33.409 (meters)                     GEOID18
 JU3773  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC18
 JU3773  HORZ ORDER      -  THIRD
 JU3773
 JU3773.The horizontal coordinates were established by classical geodetic methods
 JU3773.and adjusted by the National Geodetic Survey in January 1992.
 JU3773
 JU3773.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3773.GEOID18 height accuracy estimate available here.
 JU3773
 JU3773.Click photographs - Photos may exist for this station.
 JU3773
 JU3773.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3773
 JU3773. The following values were computed from the NAD 83(1991) position.
 JU3773
 JU3773;                    North         East     Units Scale Factor Converg.
 JU3773;SPC DE       -   173,008.852   185,695.838   MT  0.99999752   -0 06 21.6
 JU3773;SPC DE       -   567,613.21    609,237.10   sFT  0.99999752   -0 06 21.6
 JU3773;SPC NJ       -    81,045.098    56,924.374   MT  1.00000663   -0 41 23.4
 JU3773;SPC NJ       -   265,895.46    186,759.38   sFT  1.00000663   -0 41 23.4
 JU3773;UTM  18      - 4,378,904.648   449,906.721   MT  0.99963089   -0 22 16.9
 JU3773
 JU3773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4990678904(NAD 83)
 JU3773
 JU3773                          SUPERSEDED SURVEY CONTROL
 JU3773
 JU3773  NAD 83(1986)-  39 33 30.11964(N)    075 34 59.19892(W) AD(       ) 3
 JU3773  NAD 27      -  39 33 29.75700(N)    075 35 00.44800(W) AD(       ) 3
 JU3773
 JU3773.Superseded values are not recommended for survey control.
 JU3773
 JU3773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3773.See file dsdata.pdf to determine how the superseded data were derived.
 JU3773
 JU3773
 JU3773  HISTORY     - Date     Condition        Report By
 JU3773  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3773  HISTORY     - 1946     GOOD             CGS
 JU3773  HISTORY     - 19910315 MARK NOT FOUND   USPSQD
 JU3773
 JU3773                          STATION DESCRIPTION
 JU3773
 JU3773'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3773'STATION RECOVERED IN GOOD CONDITION.  BRIDGE STILL IN ORIGINAL
 JU3773'POSITION.
 JU3773
 JU3773                          STATION RECOVERY (1991)
 JU3773
 JU3773'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAR)
 JU3773'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3774 ***********************************************************************
 JU3774  DESIGNATION -  DELAWARE CITY CANAL BRI S PIER
 JU3774  PID         -  JU3774
 JU3774  STATE/COUNTY-  DE/NEW CASTLE
 JU3774  COUNTRY     -  US
 JU3774  USGS QUAD   -  DELAWARE CITY (2016)
 JU3774
 JU3774                         *CURRENT SURVEY CONTROL
 JU3774  ______________________________________________________________________
 JU3774* NAD 83(1991) POSITION- 39 33 28.12228(N) 075 34 58.50168(W)   ADJUSTED
 JU3774  ______________________________________________________________________
 JU3774  GEOID HEIGHT    -        -33.411 (meters)                     GEOID18
 JU3774  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC18
 JU3774  HORZ ORDER      -  THIRD
 JU3774
 JU3774.The horizontal coordinates were established by classical geodetic methods
 JU3774.and adjusted by the National Geodetic Survey in January 1992.
 JU3774
 JU3774.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3774.GEOID18 height accuracy estimate available here.
 JU3774
 JU3774.Click photographs - Photos may exist for this station.
 JU3774
 JU3774.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3774
 JU3774. The following values were computed from the NAD 83(1991) position.
 JU3774
 JU3774;                    North         East     Units Scale Factor Converg.
 JU3774;SPC DE       -   172,947.014   185,712.150   MT  0.99999751   -0 06 21.2
 JU3774;SPC DE       -   567,410.33    609,290.61   sFT  0.99999751   -0 06 21.2
 JU3774;SPC NJ       -    80,983.097    56,940.055   MT  1.00000659   -0 41 23.0
 JU3774;SPC NJ       -   265,692.04    186,810.83   sFT  1.00000659   -0 41 23.0
 JU3774;UTM  18      - 4,378,842.759   449,922.740   MT  0.99963087   -0 22 16.5
 JU3774
 JU3774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4992278842(NAD 83)
 JU3774
 JU3774                          SUPERSEDED SURVEY CONTROL
 JU3774
 JU3774  NAD 83(1986)-  39 33 28.11448(N)    075 34 58.51129(W) AD(       ) 3
 JU3774  NAD 27      -  39 33 27.70300(N)    075 34 59.78800(W) AD(       ) 3
 JU3774
 JU3774.Superseded values are not recommended for survey control.
 JU3774
 JU3774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3774.See file dsdata.pdf to determine how the superseded data were derived.
 JU3774
 JU3774
 JU3774  HISTORY     - Date     Condition        Report By
 JU3774  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3774  HISTORY     - 1946     GOOD             CGS
 JU3774  HISTORY     - 19910315 GOOD             USPSQD
 JU3774
 JU3774                          STATION DESCRIPTION
 JU3774
 JU3774'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3774'STATION RECOVERED IN GOOD CONDITION.  BRIDGE STILL IN ORIGINAL
 JU3774'POSITION.
 JU3774
 JU3774                          STATION RECOVERY (1991)
 JU3774
 JU3774'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAR)
 JU3774'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3614 ***********************************************************************
 JU3614  DESIGNATION -  DELAWARE PA BDRY MON W A
 JU3614  PID         -  JU3614
 JU3614  STATE/COUNTY-  DE/NEW CASTLE
 JU3614  COUNTRY     -  US
 JU3614  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3614
 JU3614                         *CURRENT SURVEY CONTROL
 JU3614  ______________________________________________________________________
 JU3614* NAD 83(1991) POSITION- 39 50 20.09795(N) 075 32 23.29035(W)   ADJUSTED
 JU3614* NAVD 88 ORTHO HEIGHT -   117.    (meters)      384.    (feet) SCALED
 JU3614  ______________________________________________________________________
 JU3614  GEOID HEIGHT    -        -32.890 (meters)                     GEOID18
 JU3614  LAPLACE CORR    -          0.59  (seconds)                    DEFLEC18
 JU3614  HORZ ORDER      -  THIRD
 JU3614
 JU3614.The horizontal coordinates were established by classical geodetic methods
 JU3614.and adjusted by the National Geodetic Survey in January 1992.
 JU3614
 JU3614.The orthometric height was scaled from a topographic map.
 JU3614
 JU3614.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3614.GEOID18 height accuracy estimate available here.
 JU3614
 JU3614.Click photographs - Photos may exist for this station.
 JU3614
 JU3614.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3614
 JU3614. The following values were computed from the NAD 83(1991) position.
 JU3614
 JU3614;                    North         East     Units Scale Factor Converg.
 JU3614;SPC DE       -   204,151.603   189,460.309   MT  0.99999637   -0 04 44.0
 JU3614;SPC DE       -   669,787.38    621,587.70   sFT  0.99999637   -0 04 44.0
 JU3614;SPC PA S     -    58,504.676   789,163.298   MT  1.00001611   +1 26 02.3
 JU3614;SPC PA S     -   191,944.09  2,589,113.25   sFT  1.00001611   +1 26 02.3
 JU3614;UTM  18      - 4,410,018.112   453,814.376   MT  0.99962626   -0 20 45.0
 JU3614
 JU3614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3614!SPC DE       -   0.99998685  x   0.99999637  =   0.99998322
 JU3614!SPC PA S     -   0.99998685  x   1.00001611  =   1.00000296
 JU3614!UTM  18      -   0.99998685  x   0.99962626  =   0.99961312
 JU3614
 JU3614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5381410018(NAD 83)
 JU3614
 JU3614                          SUPERSEDED SURVEY CONTROL
 JU3614
 JU3614  NAD 83(1986)-  39 50 20.09414(N)    075 32 23.29409(W) AD(       ) 3
 JU3614  NAD 27      -  39 50 19.68830(N)    075 32 24.58190(W) AD(       ) 3
 JU3614
 JU3614.Superseded values are not recommended for survey control.
 JU3614
 JU3614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3614.See file dsdata.pdf to determine how the superseded data were derived.
 JU3614
 JU3614_MARKER: B = BOLT
 JU3614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3614_PROJECTION: RECESSED 25 CENTIMETERS
 JU3614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3614+STABILITY: SURFACE MOTION
 JU3614
 JU3614  HISTORY     - Date     Condition        Report By
 JU3614  HISTORY     - 1961     MONUMENTED       CGS
 JU3614
 JU3614                          STATION DESCRIPTION
 JU3614
 JU3614'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3614'THE STATION IS LOCATED NEAR THE NORTH EDGE OF A BLACKTOP SIDE
 JU3614'ROAD RUNNING WEST, NEAR THE WEST EDGE OF THE SOUTH BOUND
 JU3614'TRAFFIC LANE OF U.S. HIGHWAY 202, ON THE DELAWARE AND
 JU3614'PENNSYLVANIA BOUNDARY LINE, ON STATE HIGHWAY PROPERTY, ABOUT
 JU3614'10.0 MILES SOUTH-SOUTHEAST OF WEST CHESTER, PENNSYLVANIA, 7.0
 JU3614'MILES NORTH OF THE CENTRAL SECTION OF WILMINGTON, DELAWARE,
 JU3614'5.0 MILES NORTHWEST OF ARDEN, PENNSYLVANIA, 4.0 MILES WEST OF
 JU3614'BOOTH COR, PENNSYLVANIA AND 2.0 MILES SOUTH OF ELAM,
 JU3614'PENNSYLVANIA.  IT IS 63.0 FEET EAST OF A TELEPHONE POLE, 51.6
 JU3614'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 24.6 FEET
 JU3614'WEST OF THE CENTERLINE OF THE SOUTH BOUND TRAFFIC LANE OF
 JU3614'U.S. HIGHWAY 202, 12.5 FEET WEST OF THE WEST EDGE OF THE
 JU3614'SOUTH BOUND TRAFFIC LANE OF U.S. HIGHWAY 202, 13.4 FEET
 JU3614'SOUTH-SOUTHEAST OF A POWERLINE POLE.
 JU3614'
 JU3614'THE MARK IS A 1-INCH BRASS BOLT WITH A CROSS AND A CENTER
 JU3614'PUNCH MARK IN THE CENTER OF THE CROSS, SET IN THE TOP OF A
 JU3614'12-INCH CONCRETE CYLINDER WHICH IS 10 INCHES BELOW THE SURFACE
 JU3614'OF THE BLACKTOP ROAD.
 JU3614'
 JU3614'THE UNDERGROUND MARK IS A 1-INCH BRASS BOLT WITH A CROSS AND
 JU3614'A CENTER PUNCH MARK IN THE CENTER OF THE CROSS SET IN A BLOCK
 JU3614'OF CONCRETE ABOUT 4.0 FEET BELOW THE SURFACE OF THE BLACKTOP ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3615 ***********************************************************************
 JU3615  DESIGNATION -  DELAWARE PA BDRY MON E B
 JU3615  PID         -  JU3615
 JU3615  STATE/COUNTY-  DE/NEW CASTLE
 JU3615  COUNTRY     -  US
 JU3615  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3615
 JU3615                         *CURRENT SURVEY CONTROL
 JU3615  ______________________________________________________________________
 JU3615* NAD 83(1991) POSITION- 39 50 20.02235(N) 075 32 22.12285(W)   ADJUSTED
 JU3615* NAVD 88 ORTHO HEIGHT -   117.    (meters)      384.    (feet) SCALED
 JU3615  ______________________________________________________________________
 JU3615  GEOID HEIGHT    -        -32.890 (meters)                     GEOID18
 JU3615  LAPLACE CORR    -          0.58  (seconds)                    DEFLEC18
 JU3615  HORZ ORDER      -  THIRD
 JU3615
 JU3615.The horizontal coordinates were established by classical geodetic methods
 JU3615.and adjusted by the National Geodetic Survey in January 1992.
 JU3615
 JU3615.The orthometric height was scaled from a topographic map.
 JU3615
 JU3615.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3615.GEOID18 height accuracy estimate available here.
 JU3615
 JU3615.Click photographs - Photos may exist for this station.
 JU3615
 JU3615.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3615
 JU3615. The following values were computed from the NAD 83(1991) position.
 JU3615
 JU3615;                    North         East     Units Scale Factor Converg.
 JU3615;SPC DE       -   204,149.233   189,488.064   MT  0.99999636   -0 04 43.2
 JU3615;SPC DE       -   669,779.61    621,678.76   sFT  0.99999636   -0 04 43.2
 JU3615;SPC PA S     -    58,503.040   789,191.107   MT  1.00001611   +1 26 03.0
 JU3615;SPC PA S     -   191,938.72  2,589,204.49   sFT  1.00001611   +1 26 03.0
 JU3615;UTM  18      - 4,410,015.613   453,842.109   MT  0.99962623   -0 20 44.2
 JU3615
 JU3615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3615!SPC DE       -   0.99998685  x   0.99999636  =   0.99998321
 JU3615!SPC PA S     -   0.99998685  x   1.00001611  =   1.00000296
 JU3615!UTM  18      -   0.99998685  x   0.99962623  =   0.99961309
 JU3615
 JU3615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5384210015(NAD 83)
 JU3615
 JU3615                          SUPERSEDED SURVEY CONTROL
 JU3615
 JU3615  NAD 83(1986)-  39 50 20.01845(N)    075 32 22.12644(W) AD(       ) 3
 JU3615  NAD 27      -  39 50 19.61270(N)    075 32 23.41440(W) AD(       ) 3
 JU3615
 JU3615.Superseded values are not recommended for survey control.
 JU3615
 JU3615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3615.See file dsdata.pdf to determine how the superseded data were derived.
 JU3615
 JU3615_MARKER: B = BOLT
 JU3615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3615_PROJECTION: RECESSED 25 CENTIMETERS
 JU3615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3615+STABILITY: SURFACE MOTION
 JU3615
 JU3615  HISTORY     - Date     Condition        Report By
 JU3615  HISTORY     - 1961     MONUMENTED       CGS
 JU3615  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU3615
 JU3615                          STATION DESCRIPTION
 JU3615
 JU3615'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3615'THE STATION IS LOCATED ON THE DELAWARE AND PENNSYLVANIA
 JU3615'BOUNDARY LINE, ALONG THE EAST SIDE OF U.S. HIGHWAY 202, ABOUT
 JU3615'10.0 MILES SOUTH-SOUTHEAST OF WEST CHESTER, PENNSYLVANIA,
 JU3615'7.0 MILES NORTH OF THE CENTRAL SECTION OF WILMINGTON,
 JU3615'DELAWARE, 5.0 MILES NORTHWEST OF ARDEN, PENNSYLVANIA, 4.0
 JU3615'MILES WEST OF BOOTH COR, PENNSYLVANIA, 2.0 MILES SOUTH OF
 JU3615'ELAM, PENNSYLVANIA, 48.6 FEET SOUTHWEST OF TEMPORARY POINT
 JU3615'EAST, 29.1 FEET WEST OF A FENCE CORNER, 23.2 FEET EAST OF THE
 JU3615'CENTERLINE OF THE NORTH BOUND TRAFFIC LANE OF U.S. HIGHWAY
 JU3615'202, 13.6 FEET NORTH-NORTHWEST OF A POWERLINE POLE AND 13.3
 JU3615'FEET EAST OF THE EAST EDGE OF THE NORTH BOUND TRAFFIC LANE
 JU3615'OF U.S. HIGHWAY 202.
 JU3615'
 JU3615'THE SURFACE MARK IS A 1-INCH BRASS BOLT WITH A CROSS AND A
 JU3615'CENTER PUNCH HOLE IN ITS CENTER, SET IN THE TOP OF A 12-INCH
 JU3615'CONCRETE CYLINDER ABOUT 10 INCHES BELOW THE SURFACE OF THE GROUND.
 JU3615'
 JU3615'THE UNDERGROUND MARK IS A 1-INCH BRASS BOLT WITH A CROSS AND
 JU3615'A CENTER PUNCH HOLE IN ITS TOP AND CENTER.  SET IN THE TOP OF
 JU3615'A BLOCK OF CONCRETE 4.0 FEET BELOW THE SURFACE OF THE GROUND.
 JU3615
 JU3615                          STATION RECOVERY (2013)
 JU3615
 JU3615'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3615'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3412 ***********************************************************************
 JU3412  DESIGNATION -  DELAWARE R AND BAY MON
 JU3412  PID         -  JU3412
 JU3412  STATE/COUNTY-  DE/NEW CASTLE
 JU3412  COUNTRY     -  US
 JU3412  USGS QUAD   -  TAYLORS BRIDGE (2016)
 JU3412
 JU3412                         *CURRENT SURVEY CONTROL
 JU3412  ______________________________________________________________________
 JU3412* NAD 83(1991) POSITION- 39 25 04.10335(N) 075 32 23.78611(W)   ADJUSTED
 JU3412* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU3412  ______________________________________________________________________
 JU3412  GEOID HEIGHT    -        -33.748 (meters)                     GEOID18
 JU3412  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 JU3412  HORZ ORDER      -  SECOND
 JU3412
 JU3412.The horizontal coordinates were established by classical geodetic methods
 JU3412.and adjusted by the National Geodetic Survey in January 1992.
 JU3412
 JU3412.The orthometric height was scaled from a topographic map.
 JU3412
 JU3412.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3412.GEOID18 height accuracy estimate available here.
 JU3412
 JU3412.Click photographs - Photos may exist for this station.
 JU3412
 JU3412.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3412
 JU3412. The following values were computed from the NAD 83(1991) position.
 JU3412
 JU3412;                    North         East     Units Scale Factor Converg.
 JU3412;SPC DE       -   157,397.085   189,384.362   MT  0.99999639   -0 04 41.8
 JU3412;SPC DE       -   516,393.60    621,338.53   sFT  0.99999639   -0 04 41.8
 JU3412;SPC NJ       -    65,396.521    60,453.884   MT  0.99999870   -0 39 37.4
 JU3412;SPC NJ       -   214,555.09    198,339.12   sFT  0.99999870   -0 39 37.4
 JU3412;UTM  18      - 4,363,281.745   453,521.675   MT  0.99962660   -0 20 34.3
 JU3412
 JU3412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3412!SPC DE       -   1.00000502  x   0.99999639  =   1.00000141
 JU3412!SPC NJ       -   1.00000502  x   0.99999870  =   1.00000372
 JU3412!UTM  18      -   1.00000502  x   0.99962660  =   0.99963162
 JU3412
 JU3412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5352163281(NAD 83)
 JU3412
 JU3412                          SUPERSEDED SURVEY CONTROL
 JU3412
 JU3412  NAD 83(1986)-  39 25 04.09559(N)    075 32 23.79586(W) AD(       ) 2
 JU3412  NAD 27      -  39 25 03.68900(N)    075 32 25.06700(W) AD(       ) 2
 JU3412
 JU3412.Superseded values are not recommended for survey control.
 JU3412
 JU3412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3412.See file dsdata.pdf to determine how the superseded data were derived.
 JU3412
 JU3412_MARKER: DS = TRIANGULATION STATION DISK
 JU3412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3412_MARK LOGO: CGS
 JU3412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3412+STABILITY: SURFACE MOTION
 JU3412
 JU3412  HISTORY     - Date     Condition        Report By
 JU3412  HISTORY     - 1933     MONUMENTED       CGS
 JU3412  HISTORY     - 1946     GOOD             CGS
 JU3412
 JU3412                          STATION DESCRIPTION
 JU3412
 JU3412'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3412'THE MONUMENT MARKING THE BOUNDARY BETWEEN THE DELAWARE RIVER
 JU3412'AND DELAWARE BAY IS SSW OF THE STATION.  IT IS A SQUARE GRAY
 JU3412'GRANITE MONUMENT ABOUT 8 FEET HIGH AND HAS A POINTED TOP.  ON THE
 JU3412'RIVER SIDE IT IS LETTERED MOUTH OF THE DELAWARE RIVER AND OTHER
 JU3412'EXPLANATORY MATTER.
 JU3412'
 JU3412'THE STATION IS BEST REACHED BY BOAT WITH A CHART AS A GUIDE.
 JU3412
 JU3412                          STATION RECOVERY (1946)
 JU3412
 JU3412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3412'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL6649 ***********************************************************************
 DL6649  HT_MOD      -  This is a Height Modernization Survey Station.
 DL6649  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL6649  DESIGNATION -  DELAWARE STATE U CORS ARP
 DL6649  CORS_ID     -  DEDO
 DL6649  PID         -  DL6649
 DL6649  STATE/COUNTY-  DE/KENT
 DL6649  COUNTRY     -  US
 DL6649  USGS QUAD   -  DOVER (2016)
 DL6649
 DL6649                         *CURRENT SURVEY CONTROL
 DL6649  ______________________________________________________________________
 DL6649* NAD 83(2011) POSITION- 39 11 12.28013(N) 075 32 19.71118(W)   ADJUSTED
 DL6649* NAD 83(2011) ELLIP HT-    -3.174 (meters)        (04/??/25)   ADJUSTED
 DL6649* NAD 83(2011) EPOCH   -  2010.00
 DL6649* NAVD 88 ORTHO HEIGHT -    31.07  (meters)      101.9   (feet) GPS OBS
 DL6649  ______________________________________________________________________
 DL6649  GEOID HEIGHT    -        -34.269 (meters)                     GEOID18
 DL6649  NAD 83(2011) X  -  1,236,197.550 (meters)                     COMP
 DL6649  NAD 83(2011) Y  - -4,793,412.890 (meters)                     COMP
 DL6649  NAD 83(2011) Z  -  4,008,405.409 (meters)                     COMP
 DL6649
 DL6649  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6649  Standards:
 DL6649         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6649            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6649  -------------------------------------------------------------------
 DL6649  NETWORK    0.12   0.16           0.06   0.02   0.08      0.01789800
 DL6649  -------------------------------------------------------------------
 DL6649
 DL6649.The coordinates were established by GPS observations
 DL6649.and adjusted by the National Geodetic Survey in April 2025.
 DL6649
 DL6649.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6649.been affixed to the stable North American Tectonic Plate. 
 DL6649
 DL6649.The coordinates are valid at the epoch date displayed above
 DL6649.which is a decimal equivalence of Year/Month/Day.
 DL6649
 DL6649.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DL6649.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DL6649.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DL6649.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DL6649.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DL6649.published epoch of 2010.00.
 DL6649
 DL6649.Additional information on MYCS is available at:
 DL6649.https://geodesy.noaa.gov/CORS/index.shtml
 DL6649
 DL6649.The orthometric height was determined by GPS observations and a
 DL6649.high-resolution geoid model using precise GPS observation and
 DL6649.processing techniques.
 DL6649
 DL6649.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6649.GEOID18 height accuracy estimate available here.
 DL6649
 DL6649.The PID for the CORS L1 Phase Center is DQ5237.
 DL6649
 DL6649.Click photographs - Photos may exist for this station.
 DL6649
 DL6649.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL6649
 DL6649.The ellipsoidal height was determined by GPS observations
 DL6649.and is referenced to NAD 83.
 DL6649
 DL6649. The following values were computed from the NAD 83(2011) position.
 DL6649
 DL6649;                    North         East     Units Scale Factor Converg.
 DL6649;SPC DE       -   131,744.275   189,447.199   MT  0.99999637   -0 04 37.8
 DL6649;SPC DE       -   432,231.01    621,544.69   sFT  0.99999637   -0 04 37.8
 DL6649;UTM  18      - 4,337,638.403   453,466.365   MT  0.99962666   -0 20 25.6
 DL6649
 DL6649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6649!SPC DE       -   1.00000050  x   0.99999637  =   0.99999687
 DL6649!UTM  18      -   1.00000050  x   0.99962666  =   0.99962716
 DL6649
 DL6649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5346637638(NAD 83)
 DL6649
 DL6649                          SUPERSEDED SURVEY CONTROL
 DL6649
 DL6649  NAD 83(2011)-  39 11 12.28039(N)    075 32 19.71134(W) AD(2010.00) c
 DL6649  ELLIP H (06/??/19)   -3.176  (m)                       GP(2010.00) c c
 DL6649  NAD 83(2011)-  39 11 12.28034(N)    075 32 19.71131(W) AD(2010.00) c
 DL6649  ELLIP H (08/??/11)   -3.180  (m)                       GP(2010.00) c c
 DL6649  NAD 83(CORS)-  39 11 12.28064(N)    075 32 19.71171(W) AD(2002.00) c
 DL6649  ELLIP H (03/??/10)   -3.167  (m)                       GP(2002.00) c c
 DL6649  NAVD 88 (12/20/17)   31.08   (m)  GEOID12B model used  GPS OBS        
 DL6649
 DL6649.Superseded values are not recommended for survey control.
 DL6649
 DL6649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6649.See file dsdata.pdf to determine how the superseded data were derived.
 DL6649
 DL6649_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DL6649
 DL6649                          STATION DESCRIPTION
 DL6649
 DL6649'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DL6649'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DL6649'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DL6649'AND LOG FILES ACCESSIBLE AT:
 DL6649'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DO7623 ***********************************************************************
 DO7623  HT_MOD      -  This is a Height Modernization Survey Station.
 DO7623  CORS        -  This is a GPS Continuously Operating Reference Station.
 DO7623  DESIGNATION -  DELDOT SOUTH 2 CORS ARP
 DO7623  CORS_ID     -  DED2
 DO7623  PID         -  DO7623
 DO7623  STATE/COUNTY-  DE/SUSSEX
 DO7623  COUNTRY     -  US
 DO7623  USGS QUAD   -  GEORGETOWN (2016)
 DO7623
 DO7623                         *CURRENT SURVEY CONTROL
 DO7623  ______________________________________________________________________
 DO7623* NAD 83(2011) POSITION- 38 39 52.28231(N) 075 22 38.76240(W)   ADJUSTED
 DO7623* NAD 83(2011) ELLIP HT-   -13.558 (meters)        (04/??/25)   ADJUSTED
 DO7623* NAD 83(2011) EPOCH   -  2010.00
 DO7623* NAVD 88 ORTHO HEIGHT -    22.07  (meters)       72.4   (feet) GPS OBS
 DO7623  ______________________________________________________________________
 DO7623  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DO7623  GEOID HEIGHT    -        -35.637 (meters)                     GEOID12B
 DO7623  GEOID HEIGHT    -        -35.654 (meters)                     GEOID18
 DO7623  NAD 83(2011) X  -  1,258,886.965 (meters)                     COMP
 DO7623  NAD 83(2011) Y  - -4,825,149.968 (meters)                     COMP
 DO7623  NAD 83(2011) Z  -  3,963,297.569 (meters)                     COMP
 DO7623
 DO7623  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO7623  Standards:
 DO7623         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO7623            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO7623  -------------------------------------------------------------------
 DO7623  NETWORK    0.27   0.40           0.13   0.02   0.20     -0.19050200
 DO7623  -------------------------------------------------------------------
 DO7623
 DO7623.The coordinates were established by GPS observations
 DO7623.and adjusted by the National Geodetic Survey in April 2025.
 DO7623
 DO7623.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO7623.been affixed to the stable North American Tectonic Plate. 
 DO7623
 DO7623.The coordinates are valid at the epoch date displayed above
 DO7623.which is a decimal equivalence of Year/Month/Day.
 DO7623
 DO7623.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DO7623.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DO7623.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DO7623.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DO7623.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DO7623.published epoch of 2010.00.
 DO7623
 DO7623.Additional information on MYCS is available at:
 DO7623.https://geodesy.noaa.gov/CORS/index.shtml
 DO7623
 DO7623.The orthometric height was determined by GPS observations and a
 DO7623.high-resolution geoid model using precise GPS observation and
 DO7623.processing techniques.
 DO7623
 DO7623.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7623.GEOID18 height accuracy estimate available here.
 DO7623
 DO7623.The PID for the CORS L1 Phase Center is DO7624.
 DO7623
 DO7623.Click photographs - Photos may exist for this station.
 DO7623
 DO7623.The XYZ, and position/ellipsoidal ht. are equivalent.
 DO7623
 DO7623.The ellipsoidal height was determined by GPS observations
 DO7623.and is referenced to NAD 83.
 DO7623
 DO7623. The following values were computed from the NAD 83(2011) position.
 DO7623
 DO7623;                    North         East     Units Scale Factor Converg.
 DO7623;SPC DE       -    73,764.244   203,414.558   MT  0.99999514   +0 01 28.2
 DO7623;SPC DE       -   242,008.19    667,369.26   sFT  0.99999514   +0 01 28.2
 DO7623;UTM  18      - 4,279,616.968   467,163.504   MT  0.99961328   -0 14 08.9
 DO7623
 DO7623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO7623!SPC DE       -   1.00000213  x   0.99999514  =   0.99999727
 DO7623!UTM  18      -   1.00000213  x   0.99961328  =   0.99961541
 DO7623
 DO7623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6716379616(NAD 83)
 DO7623
 DO7623                          SUPERSEDED SURVEY CONTROL
 DO7623
 DO7623  NAD 83(2011)-  38 39 52.28240(N)    075 22 38.76228(W) AD(2010.00) c
 DO7623  ELLIP H (06/??/19)  -13.569  (m)                       GP(2010.00) c c
 DO7623  NAD 83(2011)-  38 39 52.28274(N)    075 22 38.76221(W) AD(2010.00) c
 DO7623  ELLIP H (05/??/13)  -13.592  (m)                       GP(2010.00) c c
 DO7623
 DO7623.Superseded values are not recommended for survey control.
 DO7623
 DO7623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO7623.See file dsdata.pdf to determine how the superseded data were derived.
 DO7623
 DO7623_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DO7623
 DO7623                          STATION DESCRIPTION
 DO7623
 DO7623'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DO7623'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DO7623'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DO7623'AND LOG FILES ACCESSIBLE AT:
 DO7623'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DJ8939 ***********************************************************************
 DJ8939  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ8939  DESIGNATION -  DELDOT SOUTH CORS ARP
 DJ8939  CORS_ID     -  DEDS
 DJ8939  PID         -  DJ8939
 DJ8939  STATE/COUNTY-  DE/SUSSEX
 DJ8939  COUNTRY     -  US
 DJ8939  USGS QUAD   -  GEORGETOWN (2016)
 DJ8939
 DJ8939                         *CURRENT SURVEY CONTROL
 DJ8939  ______________________________________________________________________
 DJ8939* NAD 83(2011) POSITION- 38 39 52.29166(N) 075 22 38.75858(W)   ADJUSTED
 DJ8939* NAD 83(2011) ELLIP HT-   -12.439 (meters)        (04/??/25)   ADJUSTED
 DJ8939* NAD 83(2011) EPOCH   -  2010.00
 DJ8939  ______________________________________________________________________
 DJ8939  GEOID HEIGHT    -        -35.654 (meters)                     GEOID18
 DJ8939  NAD 83(2011) X  -  1,258,887.229 (meters)                     COMP
 DJ8939  NAD 83(2011) Y  - -4,825,150.616 (meters)                     COMP
 DJ8939  NAD 83(2011) Z  -  3,963,298.494 (meters)                     COMP
 DJ8939
 DJ8939  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ8939  Standards:
 DJ8939         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ8939            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ8939  -------------------------------------------------------------------
 DJ8939  NETWORK    0.04   0.08           0.02   0.02   0.04     -0.04157200
 DJ8939  -------------------------------------------------------------------
 DJ8939
 DJ8939.The coordinates were established by GPS observations
 DJ8939.and adjusted by the National Geodetic Survey in April 2025.
 DJ8939
 DJ8939.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8939.been affixed to the stable North American Tectonic Plate. 
 DJ8939
 DJ8939.The coordinates are valid at the epoch date displayed above
 DJ8939.which is a decimal equivalence of Year/Month/Day.
 DJ8939
 DJ8939.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DJ8939.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DJ8939.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DJ8939.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DJ8939.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DJ8939.published epoch of 2010.00.
 DJ8939
 DJ8939.Additional information on MYCS is available at:
 DJ8939.https://geodesy.noaa.gov/CORS/index.shtml
 DJ8939
 DJ8939.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8939.GEOID18 height accuracy estimate available here.
 DJ8939
 DJ8939.The PID for the CORS L1 Phase Center is DK5489.
 DJ8939
 DJ8939.Click photographs - Photos may exist for this station.
 DJ8939
 DJ8939.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ8939
 DJ8939.The ellipsoidal height was determined by GPS observations
 DJ8939.and is referenced to NAD 83.
 DJ8939
 DJ8939. The following values were computed from the NAD 83(2011) position.
 DJ8939
 DJ8939;                    North         East     Units Scale Factor Converg.
 DJ8939;SPC DE       -    73,764.533   203,414.650   MT  0.99999514   +0 01 28.2
 DJ8939;SPC DE       -   242,009.14    667,369.56   sFT  0.99999514   +0 01 28.2
 DJ8939;UTM  18      - 4,279,617.256   467,163.598   MT  0.99961328   -0 14 08.9
 DJ8939
 DJ8939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8939!SPC DE       -   1.00000195  x   0.99999514  =   0.99999709
 DJ8939!UTM  18      -   1.00000195  x   0.99961328  =   0.99961523
 DJ8939
 DJ8939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6716379617(NAD 83)
 DJ8939
 DJ8939                          SUPERSEDED SURVEY CONTROL
 DJ8939
 DJ8939  NAD 83(2011)-  38 39 52.29175(N)    075 22 38.75854(W) AD(2010.00) c
 DJ8939  ELLIP H (06/??/19)  -12.442  (m)                       GP(2010.00) c c
 DJ8939  NAD 83(2011)-  38 39 52.29175(N)    075 22 38.75849(W) AD(2010.00) c
 DJ8939  ELLIP H (08/??/11)  -12.445  (m)                       GP(2010.00) c c
 DJ8939  NAD 83(CORS)-  38 39 52.29188(N)    075 22 38.75868(W) AD(2002.00) c
 DJ8939  ELLIP H (01/??/08)  -12.428  (m)                       GP(2002.00) c c
 DJ8939
 DJ8939.Superseded values are not recommended for survey control.
 DJ8939
 DJ8939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ8939.See file dsdata.pdf to determine how the superseded data were derived.
 DJ8939
 DJ8939_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DJ8939
 DJ8939                          STATION DESCRIPTION
 DJ8939
 DJ8939'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DJ8939'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DJ8939'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DJ8939'AND LOG FILES ACCESSIBLE AT:
 DJ8939'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0403 ***********************************************************************
 HU0403  DESIGNATION -  DELMAR
 HU0403  PID         -  HU0403
 HU0403  STATE/COUNTY-  DE/SUSSEX
 HU0403  COUNTRY     -  US
 HU0403  USGS QUAD   -  DELMAR (2016)
 HU0403
 HU0403                         *CURRENT SURVEY CONTROL
 HU0403  ______________________________________________________________________
 HU0403* NAD 83(1991) POSITION- 38 27 26.23762(N) 075 34 59.55801(W)   ADJUSTED
 HU0403* NAVD 88 ORTHO HEIGHT -    14.869 (meters)       48.78  (feet) ADJUSTED
 HU0403  ______________________________________________________________________
 HU0403  GEOID HEIGHT    -        -35.727 (meters)                     GEOID18
 HU0403  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 HU0403  DYNAMIC HEIGHT  -         14.860 (meters)       48.75  (feet) COMP
 HU0403  MODELED GRAVITY -    980,012.7   (mgal)                       NAVD 88
 HU0403
 HU0403  HORZ ORDER      -  SECOND
 HU0403  VERT ORDER      -  FIRST     CLASS I
 HU0403
 HU0403.The horizontal coordinates were established by classical geodetic methods
 HU0403.and adjusted by the National Geodetic Survey in January 1992.
 HU0403
 HU0403.The orthometric height was determined by differential leveling and
 HU0403.adjusted by the NATIONAL GEODETIC SURVEY
 HU0403.in June 1991.
 HU0403
 HU0403.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0403.GEOID18 height accuracy estimate available here.
 HU0403
 HU0403.Click photographs - Photos may exist for this station.
 HU0403
 HU0403.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU0403
 HU0403.The dynamic height is computed by dividing the NAVD 88
 HU0403.geopotential number by the normal gravity value computed on the
 HU0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0403.degrees latitude (g = 980.6199 gals.).
 HU0403
 HU0403.The modeled gravity was interpolated from observed gravity values.
 HU0403
 HU0403. The following values were computed from the NAD 83(1991) position.
 HU0403
 HU0403;                    North         East     Units Scale Factor Converg.
 HU0403;SPC DE       -    50,772.249   185,463.408   MT  0.99999760   -0 06 12.9
 HU0403;SPC DE       -   166,575.29    608,474.53   sFT  0.99999760   -0 06 12.9
 HU0403;SPC MD       -    88,721.786   523,655.524   MT  0.99997636   +0 53 21.2
 HU0403;SPC MD       -   291,081.39  1,718,026.50   sFT  0.99997636   +0 53 21.2
 HU0403;UTM  18      - 4,256,715.149   449,115.062   MT  0.99963189   -0 21 45.8
 HU0403
 HU0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0403!SPC DE       -   1.00000327  x   0.99999760  =   1.00000087
 HU0403!SPC MD       -   1.00000327  x   0.99997636  =   0.99997963
 HU0403!UTM  18      -   1.00000327  x   0.99963189  =   0.99963516
 HU0403
 HU0403:                Primary Azimuth Mark                     Grid Az
 HU0403:SPC DE       -  LAUREL WEST POWER LINE TOWER             000 49 22.9
 HU0403:SPC MD       -  LAUREL WEST POWER LINE TOWER             359 49 48.8
 HU0403:UTM  18      -  LAUREL WEST POWER LINE TOWER             001 04 55.8
 HU0403
 HU0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4911556715(NAD 83)
 HU0403
 HU0403|---------------------------------------------------------------------|
 HU0403| PID    Reference Object                     Distance      Geod. Az  |
 HU0403|                                                           dddmmss.s |
 HU0403| HU2008 LAUREL WEST POWER LINE TOWER        APPROX.11.1 KM 0004310.0 |
 HU0403| HU2009 LAUREL EAST POWER LINE TOWER        APPROX.11.2 KM 0010709.3 |
 HU0403| HU2006 LAUREL MARVIL PACKING TANK          APPROX.11.5 KM 0041427.8 |
 HU0403| HU2007 LAUREL WATER TANK                   APPROX.10.7 KM 0052312.8 |
 HU0403| HU1711 DELMAR STANDPIPE                    APPROX. 0.7 KM 0531928.9 |
 HU0403| DC7215 DELMAR RM 4                          17.203 METERS 09538     |
 HU0403| HU1732 DELMAR RM 4 RESET                    88.840 METERS 24947     |
 HU0403| DC7216 DELMAR RM 5                          66.133 METERS 25945     |
 HU0403| HU0405 DELMAR RM 2                          48.238 METERS 27907     |
 HU0403| HU0407 DELMAR AZ MK RESET                                 29255     |
 HU0403| DC7213 DELMAR AZ MK 2                                     29341     |
 HU0403| HU0406 DELMAR RM 3 AZIMUTH                                2940009.1 |
 HU0403| DC7217 DELMAR RM 6                          11.975 METERS 35423     |
 HU0403| HU0404 DELMAR RM 1                          52.298 METERS 35726     |
 HU0403|---------------------------------------------------------------------|
 HU0403
 HU0403                          SUPERSEDED SURVEY CONTROL
 HU0403
 HU0403  NAD 83(1986)-  38 27 26.23056(N)    075 34 59.58096(W) AD(       ) 2
 HU0403  NAD 27      -  38 27 25.81500(N)    075 35 00.84700(W) AD(       ) 2
 HU0403  NGVD 29 (06/12/91)   15.120  (m)           49.61   (f) ADJUSTED    1 1
 HU0403  NGVD 29 (??/??/87)   15.120  (m)           49.61   (f) SUPERSEDED  1 1
 HU0403  NGVD 29              15.12   (m)           49.6    (f) LEVELING    3  
 HU0403
 HU0403.Superseded values are not recommended for survey control.
 HU0403
 HU0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0403.See file dsdata.pdf to determine how the superseded data were derived.
 HU0403
 HU0403_MARKER: DS = TRIANGULATION STATION DISK
 HU0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0403_STAMPING: DELMAR 1934
 HU0403_MARK LOGO: CGS
 HU0403_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0403+STABILITY: SURFACE MOTION
 HU0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0403+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1989
 HU0403
 HU0403  HISTORY     - Date     Condition        Report By
 HU0403  HISTORY     - 1934     MONUMENTED       CGS
 HU0403  HISTORY     - 1942     GOOD             CGS
 HU0403  HISTORY     - 1963     GOOD             CGS
 HU0403  HISTORY     - 1965     GOOD             CGS
 HU0403  HISTORY     - 1965     GOOD             CGS
 HU0403  HISTORY     - 1966     GOOD             CGS
 HU0403  HISTORY     - 1974     GOOD             NGS
 HU0403  HISTORY     - 1974     GOOD             NGS
 HU0403  HISTORY     - 1976     GOOD             NGS
 HU0403  HISTORY     - 1981     GOOD             UDE
 HU0403  HISTORY     - 19810622 GOOD             NGS
 HU0403  HISTORY     - 19891120 GOOD             NGS
 HU0403  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0403
 HU0403                          STATION DESCRIPTION
 HU0403
 HU0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 HU0403'STATION IS ABOUT 0.35 MILE W OF THE VILLAGE OF DELMAR, ON N
 HU0403'SIDE OF THE CONCRETE DELMAR-PROVIDENCE HIGHWAY, ON PROPERTY
 HU0403'BELONGING TO THE STATE BOARD OF EDUCATION, AND OCCUPIED BY THE
 HU0403'DELMAR SCHOOLHOUSE.  STATION IS LOCATED 159 FEET E OF
 HU0403'THE SCHOOLHOUSE.  15 FEET N OF THE 5-FOOT CONCRETE WALK.  17
 HU0403'FEET W OF A 4-FOOT WIRE FENCE WHICH SEPARATES THE SCHOOL
 HU0403'GROUNDS FROM A PATCH OF THICK WOODS.
 HU0403'
 HU0403'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 HU0403'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 HU0403'
 HU0403'REFERENCE MARK NO.1 IS 171.58 FEET N OF THE STATION.  7 FEET E
 HU0403'OF THE 4-FOOT WIRE FENCE AND PROJECTS 4 INCHES ABOVE THE GROUND.
 HU0403'
 HU0403'REFERENCE MARK NO.2 IS 158.27 FEET W OF THE STATION AND IS SET
 HU0403'IN THE E CONCRETE STOOP OF THE SCHOOL BUILDING.  8 INCHES E OF THE
 HU0403'E SIDE OF THE BUILDING AND 1 FOOT S OF THE N EDGE OF STOOP.  FLUSH.
 HU0403'
 HU0403'REFERENCE MARK NO.3, THE AZIMUTH MARK, IS ABOUT 1/2 MILE NW OF
 HU0403'STATION AND 8 PACES SW OF THE DELMAR-PROVIDENCE HIGHWAY.  3 FEET
 HU0403'SE OF FENCE CORNER AT A SIGN READING TUXEDO FEEDS.  IT PROJECTS
 HU0403'1-INCH ABOVE THE GROUND.
 HU0403'
 HU0403'TO REACH FROM SALISBURY, FOLLOW U.S. HIGHWAY 13 TO DELMAR
 HU0403'DEPOT.  CONTINUE STRAIGHT AHEAD ACROSS RAILROAD TRACKS W ON THE
 HU0403'DELMAR-PROVIDENCE CONCRETE ROAD FOR 0.35 MILE TO THE DELMAR
 HU0403'SCHOOL AND THE STATION SITE ON THE RIGHT.
 HU0403
 HU0403                          STATION RECOVERY (1942)
 HU0403
 HU0403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HU0403'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE
 HU0403'DESCRIPTION.
 HU0403'
 HU0403'(1) REFERENCE MARK NO.1 EXTENDS 2 INCHES ABOVE THE GROUND,
 HU0403'NOT 4 INCHES.
 HU0403'
 HU0403'(2) REFERENCE MARK NO.2 EXTENDS 0.05 INCH ABOVE THE STOOP, NOT
 HU0403'FLUSH WITH THE STOOP.
 HU0403'
 HU0403'(3) REFERENCE MARK NO.3 IS LOCATED 1/4 MILE NW OF THE
 HU0403'STATION, NOT 1/2 MILE NW.
 HU0403'
 HU0403'(4) DELETE 3 FEET SE OF FENCE CORNER AT A SIGN READING TUXEDO
 HU0403'FEEDS.  THE SIGN HAS BEEN MOVED.
 HU0403'
 HU0403'THE STATION IS LOCATED ABOUT 0.35 MILE W OF THE TOWN OF
 HU0403'DELMAR, ON PROPERTY BELONGING TO THE STATE BOARD OF EDUCATION,
 HU0403'159 FEET E OF A SCHOOLHOUSE, 15 FEET N OF A 5-FOOT CONCRETE
 HU0403'WALK AND 17 FEET W OF A 4-FOOT WIRE FENCE SEPARATING THE SCHOOL
 HU0403'PROPERTY FROM A PATCH OF THICK BRUSH.  THE STATION IS A BRONZE
 HU0403'DISK, STAMPED DELMAR 1934 N, SET IN THE TOP OF A 12-INCH SQUARE
 HU0403'CONCRETE MONUMENT, WHICH EXTENDS 3 INCHES ABOVE THE GROUND.
 HU0403'THE STATION IS IN GOOD CONDITION.
 HU0403'
 HU0403'REFERENCE MARK NO.1 IS LOCATED 171.58 FEET N OF THE STATION,
 HU0403'AND 7 FEET E OF THE 4-FOOT WIRE FENCE.  THE MARK IS A BRONZE
 HU0403'DISK, WITH THE ARROW POINTING TOWARD THE STATION, STAMPED DELMAR
 HU0403'1934 NO.1, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT,
 HU0403'WHICH EXTENDS 2 INCHES ABOVE THE GROUND.  THE MARK IS IN GOOD
 HU0403'CONDITION.
 HU0403'
 HU0403'REFERENCE MARK NO.2 IS LOCATED 158.27 FEET W OF THE STATION.  THE
 HU0403'MARK IS A BRONZE DISK, WITH THE ARROW POINTING TOWARD THE
 HU0403'STATION, STAMPED DELMAR 1934, NO.2, SET IN THE E STEP OF THE
 HU0403'SCHOOL BUILDING WHICH EXTENDS ABOUT 0.05 INCH ABOVE THE SURFACE
 HU0403'OF THE STEP.  THE MARK IS IN FAIR CONDITION AS IT IS SLIGHTLY
 HU0403'LOOSE AND SHOWS EVIDENCE OF PRYING.
 HU0403'
 HU0403'REFERENCE MARK NO.3 (AZIMUTH MARK) IS LOCATED ABOUT 1/4 MILE
 HU0403'NW OF THE STATION, 8 YARDS SW OF THE CENTER LINE OF THE
 HU0403'DELMAR-PROVIDENCE HIGHWAY, AND 3 FEET SE OF A FENCE CORNER.  THE
 HU0403'MARK IS A BRONZE DISK, WITH THE ARROW POINTING TOWARD THE
 HU0403'STATION, STAMPED DELMAR 1934 NO.3, SET IN THE TOP OF A 12-INCH
 HU0403'SQUARE CONCRETE MONUMENT, WHICH EXTENDS 1 INCH ABOVE THE
 HU0403'GROUND.  THE MARK IS IN GOOD CONDITION.
 HU0403
 HU0403                          STATION RECOVERY (1963)
 HU0403
 HU0403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HU0403'0.4 MI W FROM DELMAR.
 HU0403'0.3 MILE WEST ALONG STATE HIGHWAY 455 FROM THE CROSSING OF THE
 HU0403'PENNSYLVANIA RAILROAD AT DELMAR, THENCE 0.05 MILE NORTHWEST ALONG
 HU0403'STATE HIGHWAY 76, AT THE DELMAR SCHOOL, AT THE SOUTHEAST CORNER OF
 HU0403'THE PLAYGROUND, 156.5 FEET EAST OF THE SOUTHEAST CORNER OF THE
 HU0403'SCHOOL (FRAME BUILDING), 35.5 FEET NORTH OF CENTER LINE OF A BLACK
 HU0403'TOP ROAD LEADING EAST AND WEST ALONG SOUTH SIDE OF SCHOOL, 15.2
 HU0403'FEET NORTH OF NORTH EDGE OF A SIDEWALK, 22 1/2 FEET NORTHWEST OF A
 HU0403'24-INCH PINE TREE, 1 FOOT WEST OF A STEEL WITNESS POST, ABOUT LEVEL
 HU0403'WITH ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 HU0403
 HU0403                          STATION RECOVERY (1965)
 HU0403
 HU0403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 HU0403'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 HU0403'CONDITION.  REFERENCE MARK NO. 2 HAS BEEN MUTILATED AND THE LEGEND
 HU0403'IS NOT READABLE BUT IT IS STILL IN POSITION AND SHOULD BE
 HU0403'CONSIDERED GOOD.
 HU0403'
 HU0403'REFERENCE MARK NO. 3 WAS RECOVERED IN APPARENT GOOD CONDITION
 HU0403'BUT IT HAD A GRADER BLADE SCAR ON ITS NORTH SIDE.  THIS MARK WAS
 HU0403'DESTROYED THIS DATE AFTER A NEW AZIMUTH MARK WAS ESTABLISHED.
 HU0403'
 HU0403'THE ORIGINAL DESCRIPTION IS INADEQUATE.  A COMPLETE NEW
 HU0403'DESCRIPTION FOLLOWS.
 HU0403'
 HU0403'THE STATION IS ABOUT 0.35 MILE WEST OF THE VILLAGE OF DELMAR, NEAR
 HU0403'THE SOUTHWEST CORNER OF A WOODED AREA, IN THE SOUTHEAST CORNER OF
 HU0403'A SCHOOLYARD, ON PROPERTY OWNED BY THE STATE BOARD OF EDUCATION.
 HU0403'IT IS 157 FEET EAST OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE, 35
 HU0403'FEET NORTH OF THE APPROXIMATE CENTERLINE OF A MACADAM ROAD, 15
 HU0403'FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK, 20 FEET NORTHWEST OF
 HU0403'A POWERLINE POLE AND 1 FOOT WEST OF A STEEL WITNESS POST.  THE
 HU0403'MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED DELMAR NO
 HU0403'1 1934.
 HU0403'
 HU0403'REFERENCE MARK 1 IS IN A DENSELY WOODED AREA 171.58 FEET
 HU0403'NORTH OF THE STATION, 200 FEET NORTHEAST OF THE NORTHEAST
 HU0403'CORNER OF THE SCHOOLHOUSE AND 29 FEET EAST OF THE WEST EDGE OF
 HU0403'THE WOODS.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 HU0403'STAMPED DELMAR NO 1 1934.
 HU0403'
 HU0403'REFERENCE MARK 2 IS 158.27 FEET WEST OF THE STATION, AND IS A
 HU0403'STANDARD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE
 HU0403'CONCRETE STOOP AT THE EAST SIDE OF THE SCHOOLHOUSE, 8 INCHES
 HU0403'EAST OF THE EAST WALL OF THE BUILDING.  THE DISK HAS BEEN
 HU0403'MUTILATED AND IS NOT READABLE.
 HU0403'
 HU0403'THE AZIMUTH MARK IS 0.3 MILE WEST-NORTHWEST OF THE STATION, 53
 HU0403'FEET SSW OF THE CENTERLINE OF A PAVED ROAD, 32 FEET SSW OF A
 HU0403'FENCE CORNER AND 15 FEET SSW OF A WILD CHERRY TREE.  THE
 HU0403'MONUMENT IS FLUSH AND THE DISK IS STAMPED DELMAR 1934 RESET 1965.
 HU0403'
 HU0403'TO REACH THE STATION FROM THE RAILROAD CROSSING, ABOUT 0.05
 HU0403'MILE SOUTH OF THE RAILROAD DEPOT IN DELMAR, GO WEST ON STATE
 HU0403'HIGHWAY 76 FOR 0.2 MILE TO A FORK.  BEAR RIGHT AND GO NORTHWEST
 HU0403'FOR 0.1 MILE TO A SIDE-STREET RIGHT.  TURN RIGHT AND GO EAST FOR
 HU0403'0.05 MILE TO THE SOUTHEAST CORNER OF A SCHOOLYARD AND THE
 HU0403'STATION.
 HU0403'
 HU0403'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST FOR 0.05
 HU0403'MILE TO STATE HIGHWAY 76.  TURN RIGHT AND GO NORTHWEST ON
 HU0403'HIGHWAY 76 FOR 0.25 MILE TO A DRIVEWAY RIGHT, A FENCE CORNER
 HU0403'AND THE AZIMUTH MARK ON THE LEFT.
 HU0403'
 HU0403'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HU0403
 HU0403                          STATION RECOVERY (1965)
 HU0403
 HU0403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HU0403'RECOVERED IN GOOD CONDITION.
 HU0403
 HU0403                          STATION RECOVERY (1966)
 HU0403
 HU0403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCB)
 HU0403'STATION, REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE RECOVERED
 HU0403'AS DESCRIBED BY J.C.B. IN 1965 AND FOUND TO BE IN GOOD
 HU0403'CONDITION.  REFERENCE MARK NO. 2 HAD BEEN MUTILATED AND THE DISK
 HU0403'WAS LOOSE.  THE SCHOOLHOUSE WAS IN THE PROCESS OF BEING TORN
 HU0403'DOWN SO THE MARK WAS DESTROYED AND A REFERENCE MARK NO. 4 WAS
 HU0403'ESTABLISHED.  THE PROPERTY OWNER REQUESTED THAT THE AZIMUTH
 HU0403'MARK BE MOVED SO A NEW AZIMUTH MARK WAS ESTABLISHED AND THE OLD
 HU0403'MARK WAS THEN DESTROYED.  BECAUSE OF A HEAVY GROWTH OF TREES
 HU0403'AND BRUSH REFERENCE MARK NO. 1 COULD NOT BE SEEN SO THE
 HU0403'DISTANCE AND DIRECTION WAS NOT CHECKED.  THE 1965
 HU0403'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 HU0403'
 HU0403'REFERENCE MARK NO. 4 IS 40 FEET EAST OF UTILITY POLE 3 Q, 24
 HU0403'FEET NORTH OF THE CENTERLINE OF STREET AND AT THE SOUTH EDGE
 HU0403'OF WOODS.  THE MARK IS A STANDARD DISK SET FLUSH IN A CONCRETE
 HU0403'MONUMENT ABOUT 10 INCHES SQUARE, FLUSH WITH THE GROUND AND THE
 HU0403'DISK IS STAMPED DELMAR NO 4 1934.  NOTE 11A.
 HU0403'
 HU0403'AZIMUTH MARK IS 31 FEET SOUTH OF THE CENTERLINE OF STATE
 HU0403'HIGHWAY 76, 5 FEET EAST OF UTILITY POLE 6 11 AND 1 FOOT EAST OF
 HU0403'STEEL WITNESS POST.  THE MARK IS A STANDARD DISK SET FLUSH IN A
 HU0403'CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER, PROJECTS ABOUT 2
 HU0403'INCHES AND THE DISK IS STAMPED DELMAR AZ 2 1966 1934.  NOTE 16B.
 HU0403'
 HU0403'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU0403'AT DELMAR.
 HU0403
 HU0403                          STATION RECOVERY (1974)
 HU0403
 HU0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU0403'NO SUITABLE PLACE FOR AN AZIMUTH MARK TO BE ESTABLISHED.
 HU0403'
 HU0403'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD
 HU0403'CONDITION.  REFERENCE MARK 1, REFERENCE MARK 2 AND REFERENCE
 HU0403'MARK 3 WERE SEARCHED FOR AND ARE BELIEVED DESTROYED.  REFERENCE
 HU0403'MARKS 4 AND 5 WERE ESTABLISHED AT THIS TIME.  THE STATION IS ON
 HU0403'THE PROPERTY OF MRS. LUCY SPARROW, BOX 192, DELMAR, DELAWARE.
 HU0403'DUE TO THE CHANGES A NEW DESCRIPTION FOLLOWS.
 HU0403'
 HU0403'THE STATION IS LOCATED IN THE WEST PART OF DELMAR, DELAWARE.
 HU0403'
 HU0403'TO REACH THE STATION FROM THE RAILROAD CROSSING AND STATE
 HU0403'HIGHWAY 54 IN DELMAR, DELAWARE, GO WEST ON STATE HIGHWAY 54 FOR
 HU0403'0.2 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO NORTHWESTERLY
 HU0403'ON STATE HIGHWAY 54 FOR 0.1 MILE TO A PAVED ROAD RIGHT AND
 HU0403'REFERENCE MARK 4 ON THE RIGHT.  TURN RIGHT AND GO EAST ON PAVED
 HU0403'ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 HU0403'
 HU0403'THE STATION MARKS ARE STANDARD DISKS STAMPED DELMAR 1934.  THE
 HU0403'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 HU0403'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 34 FEET
 HU0403'NORTH OF THE CENTER OF THE PAVED ROAD, 21 FEET NORTHWEST OF A
 HU0403'POWERLINE POLE NUMBER 3 Q, 8.6 FEET SOUTH OF A 12-INCH MAPLE
 HU0403'TREE AND 3.5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST WITH
 HU0403'SIGN.  IT IS ASSUMED THAT THE UNDERGROUND DISK IS AS DESCRIBED
 HU0403'IN PREVIOUS DESCRIPTIONS.  (NOTE 1A 7A).
 HU0403'
 HU0403'REFERENCE MARK 4, A STANDARD DISK STAMPED DELMAR NO 4 1934 1974,
 HU0403'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 HU0403'IS FLUSH WITH THE GROUND SURFACE.  IT IS 107 FEET SOUTHEAST OF THE
 HU0403'INTERSECTION OF THE PAVED ROAD AND STATE HIGHWAY 54, 43 FEET
 HU0403'NORTHEAST OF THE CENTER OF STATE HIGHWAY 54 AND 39 FEET SOUTH OF
 HU0403'THE CENTER OF THE PAVED ROAD.  THE UNDERGROUND DISK IS SET IN THE
 HU0403'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 HU0403'SURFACE.  (NOTE 11B DESC.)
 HU0403'
 HU0403'REFERENCE MARK 5, A STANDARD DISK STAMPED DELMAR NO 5 1934 1974, IS
 HU0403'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 HU0403'FLUSH WITH THE GROUND SURFACE.  IT IS 17 FEET NORTH OF THE CENTER
 HU0403'OF THE PAVED ROAD, 13 FEET EAST OF A SIGN SHARPTOWN AND 1.8 FEET
 HU0403'SOUTH-SOUTHWEST OF A POWERLINE POLE NUMBER 3 R.  (NOTE 11B)
 HU0403'
 HU0403'HEIGHT OF LIGHT ABOVE STATION MARK 4.49 FEET.
 HU0403'
 HU0403'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU0403'IN THE WEST PART OF DELMAR, DELAWARE.
 HU0403
 HU0403                          STATION RECOVERY (1974)
 HU0403
 HU0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 HU0403'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HU0403'CONDITION.  REFERENCE MARK 5 WILL BE DESTROYED BY CONSTRUCTION
 HU0403'DURING THE FALL OF 1974.  A NEW REFERENCE MARK 6 WAS ESTABLISHED AT
 HU0403'THIS DATE.  THE DISTANCES AND DIRECTION TO ALL MARKS WERE WITHIN
 HU0403'CLOSE AGREEMENT WITH THE PREVIOUS OBSERVATIONS.
 HU0403'
 HU0403'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 HU0403'
 HU0403'THE STATION IS LOCATED JUST NORTH OF THE MARYLAND AND DELAWARE
 HU0403'LINE IN THE WEST PORT OF DELMAR.  THE PROPERTY IS OWNED BY MRS.
 HU0403'LUCY SPARROW, BOX 192, DELMAR, DELAWARE.
 HU0403'
 HU0403'TO REACH THE STATION FROM A POINT IN DELMAR WHERE STATE HIGHWAY 54
 HU0403'CROSSES A RAILROAD TRACKS.  GO WEST ON STATE HIGHWAY 54 FOR 0.2 MILE
 HU0403'TO A FORK.  BEAR RIGHT AND GO NORTHWEST ON STATE HIGHWAY 54 FOR
 HU0403'0.1 MILE TO A REVERST Y-FORK.  TURN SHARP RIGHT AND GO EAST ON A
 HU0403'PAVED ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT, IN THE
 HU0403'SOUTHWEST EDGE OF A WOODS.
 HU0403'
 HU0403'THE STATION MARK IS A STANDARD DISK STAMPED DELMAR 1934, SET IN THE
 HU0403'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 HU0403'SURFACE.  IT IS 80.2 FEET EAST OF THE SOUTHEAST CORNER OF A HOUSE,
 HU0403'34 FEET NORTH OF THE CENTER OF THE PAVED ROAD, 21 FEET NORTHWEST
 HU0403'OF POWERLINE POLE NUMBERED 3Q 8.6 FEET SOUTH OF A 12-INCH MAPLE
 HU0403'TREE AND 3.5 FEET SOUTH-SOUTHWEST OF A WITNESS POST.  (NOTE 1A
 HU0403'7A)
 HU0403'
 HU0403'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DELMAR NO 4 1934 1974,
 HU0403'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 HU0403'WITH THE SURFACE.  IT IS 107 FEET EAST OF THE CENTER OF THE
 HU0403'REVERST Y-FORK, 43 FEET NORTH OF THE CENTER OF STATE HIGHWAY 54
 HU0403'AND 39 FEET SOUTH OF THE CENTER OF THE PAVED ROAD LEADING TO THE
 HU0403'STATION.  (NOTE 11B)
 HU0403'
 HU0403'REFERENCE MARK 6 IS A STANDARD DISK STAMPED DELMAR 1934 NO 6 1974,
 HU0403'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS
 HU0403'FLUSH WITH THE SURFACE.  IT IS 81.9 FEET EAST OF THE SOUTHEAST
 HU0403'CORNER OF THE HOUSE 73 FEET NORTH OF THE CENTER OF THE PAVED ROAD
 HU0403'AND 36 FEET NORTH OF THE WITNESS POST.  (NOTE 11B).
 HU0403'
 HU0403'REFERENCE MARKS 1, 2, AND 3 WERE PREVIOUSLY REPORTED DESTROYED
 HU0403'AND VARIFIED AS DESTROYED AT THIS DATE.
 HU0403'
 HU0403'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU0403'IN WEST PART OF DELMAR.
 HU0403
 HU0403                          STATION RECOVERY (1976)
 HU0403
 HU0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU0403'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HU0403'CONDITION, AS PREVIOUSLY DESCRIBED.
 HU0403'
 HU0403'THE MARYLAND-DELAWARE BOUNDARY MONUMENT NUMBER 28 WAS SET AT THIS
 HU0403'DATE, SEE DESCRIPTION THEREOF.
 HU0403'
 HU0403'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU0403'IN THE WEST EDGE OF DELMAR.
 HU0403
 HU0403                          STATION RECOVERY (1981)
 HU0403
 HU0403'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0403'RECOVERED IN GOOD CONDITION.
 HU0403
 HU0403                          STATION RECOVERY (1981)
 HU0403
 HU0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RGP)
 HU0403'RECOVERED IN GOOD CONDITION.
 HU0403
 HU0403                          STATION RECOVERY (1989)
 HU0403
 HU0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (RGP)
 HU0403'IN DELMAR, AT 211 WEST JEWELL STREET, 10.4 M (34.12 FT) NORTH OF THE
 HU0403'CENTER OF THE STREET, 10.0 M (32.81 FT) SOUTH-SOUTHWEST OF THE
 HU0403'SOUTHWEST CORNER OF THE HOUSE AT 211 WEST JEWELL STREET, 3.6 M
 HU0403'(11.81 FT) NORTH-NORTHEAST OF UTILITY POLE NUMBER 47339 96485, 0.5 M
 HU0403'(1.64 FT) SOUTH OF A WITNESS POST, LEVEL WITH THE STREET, AND IN A
 HU0403'CONCRETE MONUMENT THAT IS 0.1 M (0.33 FT) BELOW THE GROUND SURFACE.
 HU0403
 HU0403                          STATION RECOVERY (2013)
 HU0403
 HU0403'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0403'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0407 ***********************************************************************
 HU0407  DESIGNATION -  DELMAR AZ MK RESET
 HU0407  PID         -  HU0407
 HU0407  STATE/COUNTY-  DE/SUSSEX
 HU0407  COUNTRY     -  US
 HU0407  USGS QUAD   -  DELMAR (2016)
 HU0407
 HU0407                         *CURRENT SURVEY CONTROL
 HU0407  ______________________________________________________________________
 HU0407* NAD 83(1986) POSITION- 38 27 33.     (N) 075 34 59.     (W)   SCALED
 HU0407* NAVD 88 ORTHO HEIGHT -    14.84  (meters)       48.7   (feet) RESET
 HU0407  ______________________________________________________________________
 HU0407  GEOID HEIGHT    -        -35.726 (meters)                     GEOID18
 HU0407  VERT ORDER      -  THIRD
 HU0407
 HU0407.The horizontal coordinates were scaled from a map and have
 HU0407.an estimated accuracy of +/- 6 seconds.
 HU0407
 HU0407.The orthometric height was computed from unverified reset data.
 HU0407
 HU0407.No vertical observational check was made to the station.
 HU0407
 HU0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0407.GEOID18 height accuracy estimate available here.
 HU0407
 HU0407.Click photographs - Photos may exist for this station.
 HU0407
 HU0407;                    North         East    Units  Estimated Accuracy
 HU0407;SPC DE       -    50,980.      185,480.      MT  (+/- 180 meters Scaled)
 HU0407
 HU0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH491569(NAD 83)
 HU0407
 HU0407                          SUPERSEDED SURVEY CONTROL
 HU0407
 HU0407  NGVD 29 (??/??/??)   15.09   (m)           49.5    (f) RESET       3  
 HU0407
 HU0407.Superseded values are not recommended for survey control.
 HU0407
 HU0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0407.See file dsdata.pdf to determine how the superseded data were derived.
 HU0407
 HU0407_MARKER: DZ = AZIMUTH MARK DISK
 HU0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0407_STAMPING: DELMAR 1934 RESET 1965
 HU0407_MARK LOGO: CGS
 HU0407_PROJECTION: FLUSH
 HU0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0407+STABILITY: SURFACE MOTION
 HU0407
 HU0407  HISTORY     - Date     Condition        Report By
 HU0407  HISTORY     - 1965     MONUMENTED       CGS
 HU0407
 HU0407                          STATION DESCRIPTION
 HU0407
 HU0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HU0407'0.6 MI W FROM DELMAR.
 HU0407'0.2 MILE WEST ALONG STATE HIGHWAY 76 FROM THE RAILROAD CROSSING
 HU0407'IN DELMAR, THENCE BEAR RIGHT AND GO NORTHWEST FOR 0.1 MILE TO A
 HU0407'SIDE STREET RIGHT, TURN RIGHT AND GO EAST FOR 0.05 MILE TO THE
 HU0407'SOUTHEAST CORNER OF A SCHOOL YARD AND STATION DELMAR, THENCE 0.05
 HU0407'MILE WEST TO STATE HIGHWAY 76, THENCE 0.25 MILE NORTHWEST ALONG
 HU0407'STATE HIGHWAY 76 TO A DRIVEWAY ON THE RIGHT, 53 FEET SOUTH-SOUTHWEST
 HU0407'OF THE CENTERLINE OF PAVED ROAD, 32 FEET SOUTH-SOUTHWEST OF A
 HU0407'FENCE CORNER, 15 FEET SOUTH-SOUTHWEST OF A WILD CHERRY TREE.
 HU0407'NOTE-- THE MARK ALSO CAN REACHED BY GOING 0.35 MILE WEST ALONG
 HU0407'STATE HIGHWAY 455 FROM THE CROSSING OF THE PENNSYLVANIA RAILROAD
 HU0407'OF DELMAR, THENCE 0.3 MILE NORTHWEST ALONG STATE HIGHWAY 76.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1744 ***********************************************************************
 HU1744  DESIGNATION -  DELMAR RALSTON PURINA CO TANK
 HU1744  PID         -  HU1744
 HU1744  STATE/COUNTY-  DE/SUSSEX
 HU1744  COUNTRY     -  US
 HU1744  USGS QUAD   -  DELMAR (2016)
 HU1744
 HU1744                         *CURRENT SURVEY CONTROL
 HU1744  ______________________________________________________________________
 HU1744* NAD 83(1991) POSITION- 38 28 43.57612(N) 075 34 31.16356(W)   ADJUSTED
 HU1744  ______________________________________________________________________
 HU1744  GEOID HEIGHT    -        -35.715 (meters)                     GEOID18
 HU1744  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 HU1744  HORZ ORDER      -  THIRD
 HU1744
 HU1744.The horizontal coordinates were established by classical geodetic methods
 HU1744.and adjusted by the National Geodetic Survey in January 1992.
 HU1744
 HU1744.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1744.GEOID18 height accuracy estimate available here.
 HU1744
 HU1744.Click photographs - Photos may exist for this station.
 HU1744
 HU1744.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1744
 HU1744. The following values were computed from the NAD 83(1991) position.
 HU1744
 HU1744;                    North         East     Units Scale Factor Converg.
 HU1744;SPC DE       -    53,155.743   186,155.955   MT  0.99999736   -0 05 55.4
 HU1744;SPC DE       -   174,395.13    610,746.66   sFT  0.99999736   -0 05 55.4
 HU1744;SPC MD       -    91,116.869   524,306.651   MT  0.99997371   +0 53 39.0
 HU1744;SPC MD       -   298,939.26  1,720,162.74   sFT  0.99997371   +0 53 39.0
 HU1744;UTM  18      - 4,259,094.614   449,818.126   MT  0.99963101   -0 21 28.8
 HU1744
 HU1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4981859094(NAD 83)
 HU1744
 HU1744                          SUPERSEDED SURVEY CONTROL
 HU1744
 HU1744  NAD 83(1986)-  38 28 43.56923(N)    075 34 31.18570(W) AD(       ) 3
 HU1744  NAD 27      -  38 28 43.15400(N)    075 34 32.44800(W) AD(       ) 3
 HU1744
 HU1744.Superseded values are not recommended for survey control.
 HU1744
 HU1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1744.See file dsdata.pdf to determine how the superseded data were derived.
 HU1744
 HU1744_MARKER: 53 = ELEVATED TANK
 HU1744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1744+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2009
 HU1744
 HU1744  HISTORY     - Date     Condition        Report By
 HU1744  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1744  HISTORY     - 19950808 GOOD             USPSQD
 HU1744  HISTORY     - 20090323 GOOD             GEOCAC
 HU1744
 HU1744                          STATION DESCRIPTION
 HU1744
 HU1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1744'THE STATION IS THE BALL SHAPED VENT AT THE APEX AND CENTER OF
 HU1744'THE RALSTON PURINA COMPANY WATER TANK.  LOCATED ABOUT 1.5
 HU1744'MILES NORTH OF DELMAR, 0.15 MILE WEST OF ALTERNATE
 HU1744'U.S. HIGHWAY 13 AND AT THE NORTH END OF THE PLANT YARD.  THE
 HU1744'STRUCTURE IS MOUNTED ON TOP AND AT THE NORTHEAST CORNER OF
 HU1744'THE CONCRETE ELEVATORS OF THE MILLS.  IT IS A 4-TUBLAR STEEL
 HU1744'COLUMN LEGS WITH AN ELLIPSOIDAL TOP AND BOTTOM TANK, WITH A
 HU1744'BALL SHAPED VENT MOUNTED ON TOP OF THE ROOF.  THE CENTER PART
 HU1744'OF THE TANK IS PAINTED CHECKERED RED AND WHITE, THE ROOF,
 HU1744'BOTTOM AND THE LEGS ARE GRAY AND IS MOUNTED ABOUT 35.0 FEET
 HU1744'ABOVE THE TOP OF THE ELEVATOR.  THE OVERALL HEIGHT OF BOTH
 HU1744'STRUCTURES IS APPROXIMATELY 190.0 FEET.
 HU1744
 HU1744                          STATION RECOVERY (1995)
 HU1744
 HU1744'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU1744'RECOVERED IN GOOD CONDITION.
 HU1744
 HU1744                          STATION RECOVERY (2009)
 HU1744
 HU1744'RECOVERY NOTE BY GEOCACHING 2009 (DPB)
 HU1744'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1732 ***********************************************************************
 HU1732  DESIGNATION -  DELMAR RM 4 RESET
 HU1732  PID         -  HU1732
 HU1732  STATE/COUNTY-  DE/SUSSEX
 HU1732  COUNTRY     -  US
 HU1732  USGS QUAD   -  DELMAR (2016)
 HU1732
 HU1732                         *CURRENT SURVEY CONTROL
 HU1732  ______________________________________________________________________
 HU1732* NAD 83(1991) POSITION- 38 27 25.24202(N) 075 35 02.99645(W)   ADJUSTED
 HU1732* NAVD 88 ORTHO HEIGHT -    15.02  (+/-2cm)       49.3   (feet) VERTCON3
 HU1732  ______________________________________________________________________
 HU1732  GEOID HEIGHT    -        -35.727 (meters)                     GEOID18
 HU1732  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 HU1732  HORZ ORDER      -  SECOND
 HU1732  VERT ORDER      -  THIRD ? (See Below)
 HU1732
 HU1732.The horizontal coordinates were established by classical geodetic methods
 HU1732.and adjusted by the National Geodetic Survey in January 1992.
 HU1732
 HU1732.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1732
 HU1732.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1732.GEOID18 height accuracy estimate available here.
 HU1732
 HU1732.The vertical order pertains to the NGVD 29 superseded value.
 HU1732
 HU1732.Click photographs - Photos may exist for this station.
 HU1732
 HU1732.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1732
 HU1732. The following values were computed from the NAD 83(1991) position.
 HU1732
 HU1732;                    North         East     Units Scale Factor Converg.
 HU1732;SPC DE       -    50,741.701   185,379.986   MT  0.99999763   -0 06 15.0
 HU1732;SPC DE       -   166,475.06    608,200.84   sFT  0.99999763   -0 06 15.0
 HU1732;SPC MD       -    88,689.798   523,572.645   MT  0.99997640   +0 53 19.1
 HU1732;SPC MD       -   290,976.45  1,717,754.59   sFT  0.99997640   +0 53 19.1
 HU1732;UTM  18      - 4,256,684.990   449,031.532   MT  0.99963199   -0 21 47.9
 HU1732
 HU1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1732!SPC DE       -   1.00000325  x   0.99999763  =   1.00000088
 HU1732!SPC MD       -   1.00000325  x   0.99997640  =   0.99997965
 HU1732!UTM  18      -   1.00000325  x   0.99963199  =   0.99963524
 HU1732
 HU1732:                Primary Azimuth Mark                     Grid Az
 HU1732:SPC DE       -  LINE                                     092 00 23.2
 HU1732:SPC MD       -  LINE                                     091 00 49.1
 HU1732:UTM  18      -  LINE                                     092 15 56.1
 HU1732
 HU1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4903156684(NAD 83)
 HU1732
 HU1732|---------------------------------------------------------------------|
 HU1732| PID    Reference Object                     Distance      Geod. Az  |
 HU1732|                                                           dddmmss.s |
 HU1732| DC7216 DELMAR RM 5                          26.344 METERS 04401     |
 HU1732| HU0403 DELMAR                               88.840 METERS 06947     |
 HU1732| HU1685 LINE                                APPROX.14.6 KM 0915408.2 |
 HU1732| HU1731 MONUMENT E W 29 DE MD                69.343 METERS 12509     |
 HU1732|---------------------------------------------------------------------|
 HU1732
 HU1732                          SUPERSEDED SURVEY CONTROL
 HU1732
 HU1732  NAD 83(1986)-  38 27 25.23500(N)    075 35 03.01936(W) AD(       ) 2
 HU1732  NAD 27      -  38 27 24.81947(N)    075 35 04.28498(W) AD(       ) 2
 HU1732  NGVD 29              15.27   (m)           50.1    (f) LEVELING    3  
 HU1732
 HU1732.Superseded values are not recommended for survey control.
 HU1732
 HU1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1732.See file dsdata.pdf to determine how the superseded data were derived.
 HU1732
 HU1732_MARKER: DR = REFERENCE MARK DISK
 HU1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1732_STAMPING: DELMAR NO 4 1934 1974
 HU1732_MARK LOGO: NGS
 HU1732_PROJECTION: FLUSH
 HU1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1732+STABILITY: SURFACE MOTION
 HU1732
 HU1732  HISTORY     - Date     Condition        Report By
 HU1732  HISTORY     - 1974     MONUMENTED       NGS
 HU1732  HISTORY     - 1974     GOOD             NGS
 HU1732  HISTORY     - 1976     GOOD             NGS
 HU1732
 HU1732                          STATION DESCRIPTION
 HU1732
 HU1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU1732'THE STATION IS LOCATED IN THE WEST EDGE OF DELMAR, DELAWARE
 HU1732'AND ON THE PROPERTY OF MRS. LUCY SPARROW, BOX 192, DELMAR,
 HU1732'DELAWARE.
 HU1732'
 HU1732'TO REACH THE STATION FROM THE RAILROAD CROSSING AND STATE
 HU1732'HIGHWAY 54 IN DELMAR, DELAWARE, GO WEST ON STATE HIGHWAY 54
 HU1732'FOR 0.3 MILE TO A REVERSE Y AND THE STATION ON THE RIGHT AS
 HU1732'DESCRIBED.
 HU1732'
 HU1732'THE STATION IS A STANDARD REFERENCE MARK DISK STAMPED DELMAR
 HU1732'NO 4 1934 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HU1732'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 HU1732'IS 107 FEET SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 54
 HU1732'AND A PAVED ROAD, 43 FEET NORTHEAST OF THE CENTER OF STATE
 HU1732'HIGHWAY 54 AND 39 FEET SOUTH OF THE CENTER OF THE PAVED
 HU1732'ROAD.  THE UNDERGROUND DISK IS A STANDARD DISK STAMPED
 HU1732'DELMAR NO 4 1934 1974, SET IN THE TOP OF AN IRREGULAR MASS OF
 HU1732'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 HU1732'
 HU1732'DELMAR 1934 RM 5, A STANDARD REFERENCE MARK DISK STAMPED
 HU1732'DELMAR NO 5 1934 1974, SET IN THE TOP OF A CYLINDRICAL
 HU1732'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 HU1732'IS 17 FEET NORTH OF THE CENTER OF THE PAVED ROAD, 13 FEET
 HU1732'EAST OF A SIGN POST WITH SIGN SHARPTOWN ATTACHED AND 1.8
 HU1732'FEET SOUTH-SOUTHWEST OF A POWERLINE POLE NUMBER 3 R.
 HU1732'
 HU1732'DELMAR 1934, A STANDARD DISK STAMPED DELMAR 1934, SET IN THE
 HU1732'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 HU1732'THE GROUND SURFACE.  IT IS 34 FEET NORTH OF THE CENTER OF THE
 HU1732'PAVED ROAD, 21 FEET NORTHWEST OF A POWERLINE POLE NUMBER 3 Q,
 HU1732'8.6 FEET SOUTH OF A 12-INCH MAPLE TREE AND 3.5 FEET
 HU1732'SOUTH-SOUTHWEST OF A METAL WITNESS POST WITH SIGN.  THE
 HU1732'UNDERGROUND DISK IS ASSUMED TO BE AS DESCRIBED
 HU1732'PREVIOUSLY.  (NOTE 1A 7A)
 HU1732'
 HU1732'HEIGHT OF LIGHT ABOVE STATION MARK 34.3 METERS.
 HU1732
 HU1732                          STATION RECOVERY (1974)
 HU1732
 HU1732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 HU1732'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS
 HU1732'DESCRIBED IN THE PREVIOUS 1974 DESCRIPTION.  THE REFERENCE
 HU1732'MARK 5, FOR TRIANGULATION STATION DELMAR 1934, WILL BE
 HU1732'DESTROYED BY CONSTRUCTION IN THE NEAR FUTURE.  A NEW REFERENCE
 HU1732'MARK 6 WAS ESTABLISHED AT THIS DATE TO REPLACE THE SUBJECT
 HU1732'MARKER.  THE NEW REFERENCE MARK 6 WAS INTERSECTED FROM THIS
 HU1732'STATION.  THE NEW REFERENCE MARK IS DESCRIBED IN THE
 HU1732'DESCRIPTION FOR TRIANGULATION STATION DELMAR 1934.  THE
 HU1732'DISTANCES AND DIRECTIONS TO ALL REFERENCE MARKS WERE
 HU1732'WITHIN CLOSE AGREEMENT WITH THE PREVIOUS DESCRIPTION.
 HU1732'
 HU1732'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1732'IN WEST PART OF DELMAR.
 HU1732
 HU1732                          STATION RECOVERY (1976)
 HU1732
 HU1732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1732'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS
 HU1732'PREVIOUSLY DESCRIBED.  THE DISTANCE TO DELMAR 1934 WAS
 HU1732'CHECKED AND FOUND TO BE WITHIN CLOSE AGREEMENT WITH THE
 HU1732'PREVIOUS MEASUREMENT.
 HU1732'
 HU1732'THE MARYLAND-DELAWARE BOUNDARY MONUMENT NUMBER 29 WAS SET
 HU1732'AT THIS DATE, SEE DESCRIPTION THEREOF.
 HU1732'
 HU1732'NO OTHER OBJECTS INTERSECTED FROM THIS POINT.
 HU1732'
 HU1732'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1732'IN THE WEST EDGE OF DELMAR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DG7538 ***********************************************************************
 DG7538  DESIGNATION -  DEMD 10
 DG7538  PID         -  DG7538
 DG7538  STATE/COUNTY-  DE/SUSSEX
 DG7538  COUNTRY     -  US
 DG7538  USGS QUAD   -  HICKMAN (2016)
 DG7538
 DG7538                         *CURRENT SURVEY CONTROL
 DG7538  ______________________________________________________________________
 DG7538* NAD 83(2011) POSITION- 38 47 45.50990(N) 075 41 48.70957(W)   ADJUSTED
 DG7538* NAD 83(2011) ELLIP HT-   -24.804 (meters)        (12/20/17)   ADJUSTED
 DG7538* NAD 83(2011) EPOCH   -  2010.00
 DG7538* NAVD 88 ORTHO HEIGHT -    10.482 (meters)       34.39  (feet) ADJUSTED
 DG7538  ______________________________________________________________________
 DG7538  GEOID HEIGHT    -        -35.266 (meters)                     GEOID18
 DG7538  NAD 83(2011) X  -  1,229,709.122 (meters)                     COMP
 DG7538  NAD 83(2011) Y  - -4,823,238.010 (meters)                     COMP
 DG7538  NAD 83(2011) Z  -  3,974,674.143 (meters)                     COMP
 DG7538  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 DG7538  DYNAMIC HEIGHT  -         10.476 (meters)       34.37  (feet) COMP
 DG7538  MODELED GRAVITY -    980,029.1   (mgal)                       NAVD 88
 DG7538
 DG7538  VERT ORDER      -  SECOND    CLASS I
 DG7538
 DG7538  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG7538  Standards:
 DG7538         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG7538            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG7538  -------------------------------------------------------------------
 DG7538  NETWORK    1.19   0.98           0.53   0.42   0.50     -0.23950175
 DG7538  -------------------------------------------------------------------
 DG7538  Click here for local accuracies and other accuracy information.
 DG7538
 DG7538.The horizontal coordinates were established by GPS observations
 DG7538.and adjusted by the MASER CONSULTING in December 2017.
 DG7538
 DG7538.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG7538.been affixed to the stable North American tectonic plate. See 
 DG7538.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG7538
 DG7538.The horizontal coordinates are valid at the epoch date displayed above
 DG7538.which is a decimal equivalence of Year/Month/Day.
 DG7538
 DG7538.The orthometric height was determined by differential leveling and
 DG7538.adjusted by the NATIONAL GEODETIC SURVEY
 DG7538.in December 2004.
 DG7538
 DG7538.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7538.GEOID18 height accuracy estimate available here.
 DG7538
 DG7538.Click photographs - Photos may exist for this station.
 DG7538
 DG7538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7538
 DG7538.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG7538
 DG7538.The ellipsoidal height was determined by GPS observations
 DG7538.and is referenced to NAD 83.
 DG7538
 DG7538.The dynamic height is computed by dividing the NAVD 88
 DG7538.geopotential number by the normal gravity value computed on the
 DG7538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7538.degrees latitude (g = 980.6199 gals.).
 DG7538
 DG7538.The modeled gravity was interpolated from observed gravity values.
 DG7538
 DG7538. The following values were computed from the NAD 83(2011) position.
 DG7538
 DG7538;                    North         East     Units Scale Factor Converg.
 DG7538;SPC DE       -    88,393.277   175,658.080   MT  1.00000229   -0 10 32.0
 DG7538;SPC DE       -   290,003.61    576,304.88   sFT  1.00000229   -0 10 32.0
 DG7538;UTM  18      - 4,294,366.689   439,484.108   MT  0.99964510   -0 26 11.9
 DG7538
 DG7538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7538!SPC DE       -   1.00000389  x   1.00000229  =   1.00000618
 DG7538!UTM  18      -   1.00000389  x   0.99964510  =   0.99964899
 DG7538
 DG7538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3948494366(NAD 83)
 DG7538
 DG7538                          SUPERSEDED SURVEY CONTROL
 DG7538
 DG7538.No superseded survey control is available for this station.
 DG7538
 DG7538_MARKER: DV = VERTICAL CONTROL DISK
 DG7538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7538_STAMPING: DEMD 10 2002
 DG7538_MARK LOGO: NGS
 DG7538_PROJECTION: FLUSH
 DG7538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7538+STABILITY: SURFACE MOTION
 DG7538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7538+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 DG7538
 DG7538  HISTORY     - Date     Condition        Report By
 DG7538  HISTORY     - 2002     MONUMENTED       DEDHT
 DG7538  HISTORY     - 20121113 GOOD             DEDT
 DG7538  HISTORY     - 20130614 GOOD             DELCOS
 DG7538  HISTORY     - 20221102 GOOD             USPSQD
 DG7538
 DG7538                          STATION DESCRIPTION
 DG7538
 DG7538'DESCRIBED BY DE DEPT OF HIGHWAYS 2002
 DG7538'THE STATION IS LOCATED ABOUT 6.1 MI (9.82 KM) NORTHWEST OF
 DG7538'BRIDGEVILLE, 5.7 MI (9.17 KM) SOUTHWEST OF GREENWOOD, AND 8.0 MI
 DG7538'(12.87 KM) NORTHEAST OF FEDERALSBURG, MARYLAND.  TO REACH THE STATION
 DG7538'FROM THE INTERSECTION OF STATE HIGHWAY 404 (SEASHORE HIGHWAY) AND
 DG7538'SUSSEX ROUTE 17 (FEDERALSBURG ROAD) IN BRIDGEVILLE, GO NORTHWEST ALONG
 DG7538'STATE HIGHWAY 404 FOR 6.0 MI (9.66 KM) TO THE STATION ON THE RIGHT.
 DG7538'THE STATION IS A STANDARD NGS BENCH MARK DISK SET IN TOP OF A 12 INCH
 DG7538'(30 CM) ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS
 DG7538'38.5 FT (11.7 M) NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 75.2 FT
 DG7538'(22.9 M) EAST-SOUTHEAST OF TELEPHONE PEDISTAL 196, 25.9 FT (7.9 M)
 DG7538'SOUTH OF THE CENTER LINE OF THE OLD CONCRETE ROADWAY, 63.5 FT (19.4 M)
 DG7538'WEST OF A METAL SIGNAL CABINET, 11.3 FT (3.4 M) SOUTH OF POWER POLE
 DG7538'11423/ICZ-3 8060, AND ABOUT LEVEL WITH THE HIGHWAY.
 DG7538
 DG7538                          STATION RECOVERY (2012)
 DG7538
 DG7538'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (ADL)
 DG7538'15 FEET WEST ORANGE FIBERGLASS WITNESS POST.
 DG7538
 DG7538                          STATION RECOVERY (2013)
 DG7538
 DG7538'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DG7538'RECOVERED IN GOOD CONDITION.
 DG7538
 DG7538                          STATION RECOVERY (2022)
 DG7538
 DG7538'RECOVERY NOTE BY US POWER SQUADRON 2022 (DLT)
 DG7538'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DG7537 ***********************************************************************
 DG7537  DESIGNATION -  DEMD 11
 DG7537  PID         -  DG7537
 DG7537  STATE/COUNTY-  DE/SUSSEX
 DG7537  COUNTRY     -  US
 DG7537  USGS QUAD   -  HICKMAN (2016)
 DG7537
 DG7537                         *CURRENT SURVEY CONTROL
 DG7537  ______________________________________________________________________
 DG7537* NAD 83(1986) POSITION- 38 47 55.8    (N) 075 42 33.1    (W)   HD_HELD2
 DG7537* NAVD 88 ORTHO HEIGHT -    12.495 (meters)       40.99  (feet) ADJUSTED
 DG7537  ______________________________________________________________________
 DG7537  GEOID HEIGHT    -        -35.241 (meters)                     GEOID18
 DG7537  DYNAMIC HEIGHT  -         12.488 (meters)       40.97  (feet) COMP
 DG7537  MODELED GRAVITY -    980,029.4   (mgal)                       NAVD 88
 DG7537
 DG7537  VERT ORDER      -  SECOND    CLASS I
 DG7537
 DG7537.The horizontal coordinates were established by autonomous hand held GPS
 DG7537.observations and have an estimated accuracy of +/- 10 meters.
 DG7537
 DG7537.The orthometric height was determined by differential leveling and
 DG7537.adjusted by the NATIONAL GEODETIC SURVEY
 DG7537.in December 2004.
 DG7537
 DG7537.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7537.GEOID18 height accuracy estimate available here.
 DG7537
 DG7537.Click photographs - Photos may exist for this station.
 DG7537
 DG7537.The dynamic height is computed by dividing the NAVD 88
 DG7537.geopotential number by the normal gravity value computed on the
 DG7537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7537.degrees latitude (g = 980.6199 gals.).
 DG7537
 DG7537.The modeled gravity was interpolated from observed gravity values.
 DG7537
 DG7537;                    North         East    Units  Estimated Accuracy
 DG7537;SPC DE       -    88,714.      174,588.      MT  (+/- 10 meters HH2 GPS)
 DG7537
 DG7537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3841594692(NAD 83)
 DG7537
 DG7537                          SUPERSEDED SURVEY CONTROL
 DG7537
 DG7537.No superseded survey control is available for this station.
 DG7537
 DG7537_MARKER: DV = VERTICAL CONTROL DISK
 DG7537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7537_STAMPING: DEMD 11 2002
 DG7537_MARK LOGO: NGS
 DG7537_PROJECTION: FLUSH
 DG7537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7537+STABILITY: SURFACE MOTION
 DG7537_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7537+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 DG7537
 DG7537  HISTORY     - Date     Condition        Report By
 DG7537  HISTORY     - 2002     MONUMENTED       DEDHT
 DG7537  HISTORY     - 20121113 GOOD             DEDT
 DG7537  HISTORY     - 20130611 GOOD             DELCOS
 DG7537  HISTORY     - 20221102 GOOD             USPSQD
 DG7537
 DG7537                          STATION DESCRIPTION
 DG7537
 DG7537'DESCRIBED BY DE DEPT OF HIGHWAYS 2002
 DG7537'THE STATION IS LOCATED ABOUT 6.8 MI (10.94 KM) NORTHWEST OF
 DG7537'BRIDGEVILLE, 6.4 MI (10.3 KM) WEST OF GREENWOOD, AND 7.9 MI (12.71 KM)
 DG7537'NORTHEAST OF FEDERALSBURG, MARYLAND.  TO REACH THE STATION FROM THE
 DG7537'INTERSECTION OF STATE HIGHWAY 404 (SEASHORE HIGHWAY) AND SUSSEX ROUTE
 DG7537'17 (FEDERALSBURG ROAD), GO NORTHWEST ALONG STATE HIGHWAY 404 FOR 1.25
 DG7537'MI (2.01 KM) TO THE STATION ON THE LEFT. THE STATION IS A STANDARD NGS
 DG7537'BENCH MARK DISK SET IN TOP OF A 12 INCH (30 CM) ROUND CONCRETE
 DG7537'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS ABOUT 0.45 MI (0.72
 DG7537'KM) NORTHWEST OF ADAMSVILLE ROAD, 40.5 FT (12.3 M) SOUTHWEST OF THE
 DG7537'CENTER LINE OF THE HIGHWAY, 54.6 FT (16.6 M) EAST OF THE NORTH END OF
 DG7537'BILLBOARD NUMBER 598001, 31.2 FT (9.5 M) EAST-SOUTHEAST OF THE CENTER
 DG7537'OF A DITCH, 26.1 FT (8.0 M) NORTHWEST OF POWER POLE 11558/KZ3 8077,
 DG7537'10.3 FT (3.1 M) SOUTH OF THE SOUTHEAST END OF A PIPE CULVERT AND ABOUT
 DG7537'LEVEL WITH THE HIGHWAY.
 DG7537
 DG7537                          STATION RECOVERY (2012)
 DG7537
 DG7537'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (ADL)
 DG7537'1 FOOT SOUTH WEST ORANGE FIBERGLASS WITNESS POST
 DG7537
 DG7537                          STATION RECOVERY (2013)
 DG7537
 DG7537'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DG7537'RECOVERED IN GOOD CONDITION.
 DG7537
 DG7537                          STATION RECOVERY (2022)
 DG7537
 DG7537'RECOVERY NOTE BY US POWER SQUADRON 2022 (DLT)
 DG7537'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DG7536 ***********************************************************************
 DG7536  DESIGNATION -  DEMD 12
 DG7536  PID         -  DG7536
 DG7536  STATE/COUNTY-  DE/SUSSEX
 DG7536  COUNTRY     -  US
 DG7536  USGS QUAD   -  HICKMAN (2016)
 DG7536
 DG7536                         *CURRENT SURVEY CONTROL
 DG7536  ______________________________________________________________________
 DG7536* NAD 83(1986) POSITION- 38 48 06.0    (N) 075 43 11.0    (W)   HD_HELD2
 DG7536* NAVD 88 ORTHO HEIGHT -    14.291 (meters)       46.89  (feet) ADJUSTED
 DG7536  ______________________________________________________________________
 DG7536  GEOID HEIGHT    -        -35.219 (meters)                     GEOID18
 DG7536  DYNAMIC HEIGHT  -         14.282 (meters)       46.86  (feet) COMP
 DG7536  MODELED GRAVITY -    980,029.7   (mgal)                       NAVD 88
 DG7536
 DG7536  VERT ORDER      -  SECOND    CLASS I
 DG7536
 DG7536.The horizontal coordinates were established by autonomous hand held GPS
 DG7536.observations and have an estimated accuracy of +/- 10 meters.
 DG7536
 DG7536.The orthometric height was determined by differential leveling and
 DG7536.adjusted by the NATIONAL GEODETIC SURVEY
 DG7536.in December 2004.
 DG7536
 DG7536.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7536.GEOID18 height accuracy estimate available here.
 DG7536
 DG7536.Click photographs - Photos may exist for this station.
 DG7536
 DG7536.The dynamic height is computed by dividing the NAVD 88
 DG7536.geopotential number by the normal gravity value computed on the
 DG7536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7536.degrees latitude (g = 980.6199 gals.).
 DG7536
 DG7536.The modeled gravity was interpolated from observed gravity values.
 DG7536
 DG7536;                    North         East    Units  Estimated Accuracy
 DG7536;SPC DE       -    89,031.      173,674.      MT  (+/- 10 meters HH2 GPS)
 DG7536
 DG7536_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3750495013(NAD 83)
 DG7536
 DG7536                          SUPERSEDED SURVEY CONTROL
 DG7536
 DG7536.No superseded survey control is available for this station.
 DG7536
 DG7536_MARKER: DV = VERTICAL CONTROL DISK
 DG7536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7536_STAMPING: DEMD 12 2002
 DG7536_MARK LOGO: NGS
 DG7536_PROJECTION: FLUSH
 DG7536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7536+STABILITY: SURFACE MOTION
 DG7536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7536+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 DG7536
 DG7536  HISTORY     - Date     Condition        Report By
 DG7536  HISTORY     - 2002     MONUMENTED       DEDHT
 DG7536  HISTORY     - 20121113 GOOD             DEDT
 DG7536  HISTORY     - 20130614 GOOD             DELCOS
 DG7536  HISTORY     - 20221102 GOOD             USPSQD
 DG7536
 DG7536                          STATION DESCRIPTION
 DG7536
 DG7536'DESCRIBED BY DE DEPT OF HIGHWAYS 2002
 DG7536'THE STATION IS LOCATED ABOUT 7.4 MI (11.91 KM) NORTHWEST OF
 DG7536'BRIDGEVILLE, 6.9 MI (11.1 KM) WEST OF GREENWOOD, AND 7.9 MI (12.71 KM)
 DG7536'NORTHEAST OF FEDERALSBURG, MARYLAND.  TO REACH THE STATION FROM THE
 DG7536'INTERSECTION OF STATE HIGHWAY 404 (SEASHORE HIGHWAY) AND SUSSEX ROUTE
 DG7536'17 (FEDERALSBURG ROAD) IN BRIDGEVILLE, GO NORTHWEST ALONG STATE
 DG7536'HIGHWAY 404 FOR 7.3 MI (11.75 KM) TO THE MARYLAND-DELAWARE STATE LINE
 DG7536'AND THE STATION ON THE LEFT.  THE STATION IS A STANDARD NGS BENCH MARK
 DG7536'DISK SET IN TOP OF A 12 INCH (30 CM) ROUND CONCRETE MONUMENT WHICH IS
 DG7536'FLUSH WITH THE GROUND.  IT IS 27.3 FT (8.3 M) SOUTHWEST OF THE CENTER
 DG7536'LINE OF THE HIGHWAY, 232.6 FT (70.9 M) EAST OF THE NORTHEAST CORNER OF
 DG7536'THE FENCE AROUND A FIRE LOOKOUT TOWER, 189.0 FT (57.6 M)
 DG7536'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A 2 STORY HOUSE, 41.3 FT
 DG7536'(12.6 M) NORTHWEST OF POWER POLE 11581/KZ3 8093/Z30, 18.0 FT (5.5 M)
 DG7536'SOUTHEAST OF THE NORTHWEST CORNER OF THE CONCRETE BASE FOR A TRAFFIC
 DG7536'CONTROL CABINET, AND ABOUT LEVEL WITH THE HIGHWAY.
 DG7536
 DG7536                          STATION RECOVERY (2012)
 DG7536
 DG7536'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (ADL)
 DG7536'1 FOOT NORTH EAST ORANGE FIBERGLASS WITNESS POST.
 DG7536
 DG7536                          STATION RECOVERY (2013)
 DG7536
 DG7536'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DG7536'RECOVERED IN GOOD CONDITION.
 DG7536
 DG7536                          STATION RECOVERY (2022)
 DG7536
 DG7536'RECOVERY NOTE BY US POWER SQUADRON 2022 (DLT)
 DG7536'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DG7546 ***********************************************************************
 DG7546  DESIGNATION -  DEMD 2
 DG7546  PID         -  DG7546
 DG7546  STATE/COUNTY-  DE/SUSSEX
 DG7546  COUNTRY     -  US
 DG7546  USGS QUAD   -  HICKMAN (2016)
 DG7546
 DG7546                         *CURRENT SURVEY CONTROL
 DG7546  ______________________________________________________________________
 DG7546* NAD 83(1986) POSITION- 38 45 09.0    (N) 075 37 32.0    (W)   HD_HELD2
 DG7546* NAVD 88 ORTHO HEIGHT -    14.489 (meters)       47.54  (feet) ADJUSTED
 DG7546  ______________________________________________________________________
 DG7546  GEOID HEIGHT    -        -35.431 (meters)                     GEOID18
 DG7546  DYNAMIC HEIGHT  -         14.480 (meters)       47.51  (feet) COMP
 DG7546  MODELED GRAVITY -    980,025.9   (mgal)                       NAVD 88
 DG7546
 DG7546  VERT ORDER      -  SECOND    CLASS I
 DG7546
 DG7546.The horizontal coordinates were established by autonomous hand held GPS
 DG7546.observations and have an estimated accuracy of +/- 10 meters.
 DG7546
 DG7546.The orthometric height was determined by differential leveling and
 DG7546.adjusted by the NATIONAL GEODETIC SURVEY
 DG7546.in December 2004.
 DG7546
 DG7546.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7546.GEOID18 height accuracy estimate available here.
 DG7546
 DG7546.Click photographs - Photos may exist for this station.
 DG7546
 DG7546.The dynamic height is computed by dividing the NAVD 88
 DG7546.geopotential number by the normal gravity value computed on the
 DG7546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7546.degrees latitude (g = 980.6199 gals.).
 DG7546
 DG7546.The modeled gravity was interpolated from observed gravity values.
 DG7546
 DG7546;                    North         East    Units  Estimated Accuracy
 DG7546;SPC DE       -    83,551.      181,842.      MT  (+/- 10 meters HH2 GPS)
 DG7546
 DG7546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4564389497(NAD 83)
 DG7546
 DG7546                          SUPERSEDED SURVEY CONTROL
 DG7546
 DG7546.No superseded survey control is available for this station.
 DG7546
 DG7546_MARKER: DV = VERTICAL CONTROL DISK
 DG7546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7546_STAMPING: DEMD 2 2002
 DG7546_MARK LOGO: NGS
 DG7546_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7546+STABILITY: SURFACE MOTION
 DG7546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7546+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG7546
 DG7546  HISTORY     - Date     Condition        Report By
 DG7546  HISTORY     - 2002     MONUMENTED       DEDHT
 DG7546  HISTORY     - 20130611 POOR             DELCOS
 DG7546
 DG7546                          STATION DESCRIPTION
 DG7546
 DG7546'DESCRIBED BY DE DEPT OF HIGHWAYS 2002
 DG7546'THE STATION IS LOCATED ABOUT 1.4 MI (2.25 KM) NORTHWEST OF
 DG7546'BRIDGEVILLE, 4.1 MI (6.6 KM) SOUTHWEST OF GREENWOOD, AND 8.8 MI (14.16
 DG7546'KM) NORTHEAST OF FEDERALSBURG, MARYLAND.  TO REACH THE STATION FROM
 DG7546'THE INTERSECTION OF STATE HIGHWAY 404 (SEASHORE HIGHWAY) AND SUSSEX
 DG7546'ROUTE 17 (FEDERALSBURG ROAD) IN BRIDGEVILLE, GO NORTHWEST ALONG STATE
 DG7546'HIGHWAY 404 FOR 1.25 MI (2.01 KM) TO THE STATION ON THE RIGHT.  THE
 DG7546'STATION IS A STANDARD NGS BENCH MARK DISK SET IN TOP OF A 12 INCH (30
 DG7546'CM) ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS
 DG7546'ABOUT 0.15 MI (0.24 KM) SOUTHEAST OF WEST NEWTON ROAD, 69.0 FT (21.0
 DG7546'M) NORTHEAST AND ACROSS THE HIGHWAY FROM POWER POLE 46191-07232, 32.5
 DG7546'FT (9.9 M) SOUTH OF A TRAFFIC WARNING SIGN, 18.5 FT (5.6 M) WEST OF
 DG7546'THE NORTHEAST END OF A PIPE CULVERT RUNNING UNDER THE HIGHWAY AND 36
 DG7546'FT (11.0 M) SOUTH OF THE SOUTHWEST CORNER OF A CULTIVATED FIELD.
 DG7546
 DG7546                          STATION RECOVERY (2013)
 DG7546
 DG7546'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DG7546'MOWER CUTS ON SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DG7545 ***********************************************************************
 DG7545  DESIGNATION -  DEMD 3
 DG7545  PID         -  DG7545
 DG7545  STATE/COUNTY-  DE/SUSSEX
 DG7545  COUNTRY     -  US
 DG7545  USGS QUAD   -  HICKMAN (2016)
 DG7545
 DG7545                         *CURRENT SURVEY CONTROL
 DG7545  ______________________________________________________________________
 DG7545* NAD 83(1986) POSITION- 38 45 28.3    (N) 075 38 03.3    (W)   HD_HELD2
 DG7545* NAVD 88 ORTHO HEIGHT -    15.532 (meters)       50.96  (feet) ADJUSTED
 DG7545  ______________________________________________________________________
 DG7545  GEOID HEIGHT    -        -35.414 (meters)                     GEOID18
 DG7545  DYNAMIC HEIGHT  -         15.523 (meters)       50.93  (feet) COMP
 DG7545  MODELED GRAVITY -    980,026.2   (mgal)                       NAVD 88
 DG7545
 DG7545  VERT ORDER      -  SECOND    CLASS I
 DG7545
 DG7545.The horizontal coordinates were established by autonomous hand held GPS
 DG7545.observations and have an estimated accuracy of +/- 10 meters.
 DG7545
 DG7545.The orthometric height was determined by differential leveling and
 DG7545.adjusted by the NATIONAL GEODETIC SURVEY
 DG7545.in December 2004.
 DG7545
 DG7545.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7545.GEOID18 height accuracy estimate available here.
 DG7545
 DG7545.Click photographs - Photos may exist for this station.
 DG7545
 DG7545.The dynamic height is computed by dividing the NAVD 88
 DG7545.geopotential number by the normal gravity value computed on the
 DG7545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7545.degrees latitude (g = 980.6199 gals.).
 DG7545
 DG7545.The modeled gravity was interpolated from observed gravity values.
 DG7545
 DG7545;                    North         East    Units  Estimated Accuracy
 DG7545;SPC DE       -    84,147.      181,088.      MT  (+/- 10 meters HH2 GPS)
 DG7545
 DG7545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4489290097(NAD 83)
 DG7545
 DG7545                          SUPERSEDED SURVEY CONTROL
 DG7545
 DG7545.No superseded survey control is available for this station.
 DG7545
 DG7545_MARKER: DV = VERTICAL CONTROL DISK
 DG7545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7545_STAMPING: DEMD 3 2002
 DG7545_MARK LOGO: NGS
 DG7545_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7545+STABILITY: SURFACE MOTION
 DG7545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7545+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2013
 DG7545
 DG7545  HISTORY     - Date     Condition        Report By
 DG7545  HISTORY     - 2002     MONUMENTED       DEDHT
 DG7545  HISTORY     - 20121113 GOOD             DEDT
 DG7545  HISTORY     - 20130614 GOOD             DELCOS
 DG7545
 DG7545                          STATION DESCRIPTION
 DG7545
 DG7545'DESCRIBED BY DE DEPT OF HIGHWAYS 2002
 DG7545'THE STATION IS LOCATED ABOUT 1.9 MI (3.06 KM) NORTHWEST OF
 DG7545'BRIDGEVILLE, 4.1 MI (6.6 KM) SOUTHWEST OF GREENWOOD, AND 8.7 MI (14.0
 DG7545'KM) NORTHEAST OF FEDERALSBURG, MARYLAND.  TO REACH THE STATION FROM
 DG7545'THE INTERSECTION OF STATE HIGHWAY 404 (SEASHORE HIGHWAY) AND SUSSEX
 DG7545'ROUTE 17 (FEDERALSBURG ROAD) IN BRIDGEVILLE, GO NORTHWEST ALONG STATE
 DG7545'HIGHWAY 404 FOR 1.85 MI (2.98 KM) TO DUBLIN HILL ROAD AND THE STATION
 DG7545'ON THE RIGHT.  THE STATION IS A STANDARD NGS BENCH MARK DISK SET IN
 DG7545'TOP OF A 12 INCH (30 CM) ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 DG7545'THE GROUND.  IT IS 29.8 FT (9.1 M) NORTHEAST OF THE CENTER LINE OF THE
 DG7545'HIGHWAY, 232.4 FT (70.8 M) NORTH-NORTHWEST AND ACROSS THE HIGHWAY FROM
 DG7545'TELEPHONE POLE 52, 137.0 FT (41.8 M) EAST-NORTHEAST OF THE SOUTHEAST
 DG7545'CORNER OF HOUSE 6546, 26.1 FT (8.0 M) NORTHWEST OF A TRAFFIC WARNING
 DG7545'SIGN, 25.7 FT (7.8 M) SOUTHEAST OF THE PROJECTED CENTER LINE OF A
 DG7545'DITCH AND LEVEL WITH THE HIGHWAY.
 DG7545
 DG7545                          STATION RECOVERY (2012)
 DG7545
 DG7545'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (ADL)
 DG7545'17.5 FEET SOUTH ORANGE FIBERGLASS WITNESS POST.
 DG7545
 DG7545                          STATION RECOVERY (2013)
 DG7545
 DG7545'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DG7545'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DG7544 ***********************************************************************
 DG7544  DESIGNATION -  DEMD 4
 DG7544  PID         -  DG7544
 DG7544  STATE/COUNTY-  DE/SUSSEX
 DG7544  COUNTRY     -  US
 DG7544  USGS QUAD   -  HICKMAN (2016)
 DG7544
 DG7544                         *CURRENT SURVEY CONTROL
 DG7544  ______________________________________________________________________
 DG7544* NAD 83(1986) POSITION- 38 45 56.6    (N) 075 38 44.2    (W)   HD_HELD2
 DG7544* NAVD 88 ORTHO HEIGHT -    16.950 (meters)       55.61  (feet) ADJUSTED
 DG7544  ______________________________________________________________________
 DG7544  GEOID HEIGHT    -        -35.389 (meters)                     GEOID18
 DG7544  DYNAMIC HEIGHT  -         16.940 (meters)       55.58  (feet) COMP
 DG7544  MODELED GRAVITY -    980,026.7   (mgal)                       NAVD 88
 DG7544
 DG7544  VERT ORDER      -  SECOND    CLASS I
 DG7544
 DG7544.The horizontal coordinates were established by autonomous hand held GPS
 DG7544.observations and have an estimated accuracy of +/- 10 meters.
 DG7544
 DG7544.The orthometric height was determined by differential leveling and
 DG7544.adjusted by the NATIONAL GEODETIC SURVEY
 DG7544.in December 2004.
 DG7544
 DG7544.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7544.GEOID18 height accuracy estimate available here.
 DG7544
 DG7544.Click photographs - Photos may exist for this station.
 DG7544
 DG7544.The dynamic height is computed by dividing the NAVD 88
 DG7544.geopotential number by the normal gravity value computed on the
 DG7544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7544.degrees latitude (g = 980.6199 gals.).
 DG7544
 DG7544.The modeled gravity was interpolated from observed gravity values.
 DG7544
 DG7544;                    North         East    Units  Estimated Accuracy
 DG7544;SPC DE       -    85,022.      180,102.      MT  (+/- 10 meters HH2 GPS)
 DG7544
 DG7544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4391190976(NAD 83)
 DG7544
 DG7544                          SUPERSEDED SURVEY CONTROL
 DG7544
 DG7544.No superseded survey control is available for this station.
 DG7544
 DG7544_MARKER: DV = VERTICAL CONTROL DISK
 DG7544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7544_STAMPING: DEMD 4 2002
 DG7544_MARK LOGO: NGS
 DG7544_PROJECTION: FLUSH
 DG7544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7544+STABILITY: SURFACE MOTION
 DG7544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7544+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 DG7544
 DG7544  HISTORY     - Date     Condition        Report By
 DG7544  HISTORY     - 2002     MONUMENTED       DEDHT
 DG7544  HISTORY     - 20121113 GOOD             DEDT
 DG7544  HISTORY     - 20130614 GOOD             DELCOS
 DG7544  HISTORY     - 20221102 GOOD             USPSQD
 DG7544
 DG7544                          STATION DESCRIPTION
 DG7544
 DG7544'DESCRIBED BY DE DEPT OF HIGHWAYS 2002
 DG7544'THE STATION IS LOCATED ABOUT 2.6 MI (4.18 KM) NORTHWEST OF
 DG7544'BRIDGEVILLE, 4.1 MI (6.6 KM) SOUTHWEST OF GREENWOOD, AND 8.4 MI (13.52
 DG7544'KM) NORTHEAST OF FEDERALSBURG, MARYLAND.  TO REACH THE STATION FROM
 DG7544'THE INTERSECTION OF STATE HIGHWAY 404 (SEASHORE HIGHWAY) AND SUSSEX
 DG7544'ROUTE 17 (FEDERALSBURG ROAD), GO NORTHWEST ALONG STATE HIGHWAY 404 FOR
 DG7544'2.65 MI (4.26 KM) TO THE STATION ON THE RIGHT. THE STATION IS A
 DG7544'STANDARD NGS BENCH MARK DISK SET IN TOP OF A 12 INCH (30 CM) ROUND
 DG7544'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS ABOUT 0.1 MI
 DG7544'(0.16 KM) NORTHWEST OF POLK ROAD, 33.7 FT (10.3 M) NORTHEAST OF THE
 DG7544'CENTER LINE OF THE HIGHWAY, 97.6 FT (29.7 M) SOUTHEAST OF THE CENTER
 DG7544'OF DRIVEWAY TO HOUSE 6105, 67.2 FT (20.5 M) NORTH OF POWER POLE
 DG7544'51636/K23-1201-85, 29.0 FT (8.8 M) NORTHWEST OF THE CENTER OF A FIELD
 DG7544'ENTRANCE, 4.0 FT (1.2 M) NORTHEAST OF THE CENTER OF A DITCH AND ABOUT
 DG7544'LEVEL WITH THE HIGHWAY.
 DG7544
 DG7544                          STATION RECOVERY (2012)
 DG7544
 DG7544'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (ADL)
 DG7544'15.5 FEET SOUTH ORANGE FIBERGLASS WITNESS POST.
 DG7544
 DG7544                          STATION RECOVERY (2013)
 DG7544
 DG7544'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DG7544'RECOVERED IN GOOD CONDITION.
 DG7544
 DG7544                          STATION RECOVERY (2022)
 DG7544
 DG7544'RECOVERY NOTE BY US POWER SQUADRON 2022 (DLT)
 DG7544'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DG7543 ***********************************************************************
 DG7543  DESIGNATION -  DEMD 5
 DG7543  PID         -  DG7543
 DG7543  STATE/COUNTY-  DE/SUSSEX
 DG7543  COUNTRY     -  US
 DG7543  USGS QUAD   -  HICKMAN (2016)
 DG7543
 DG7543                         *CURRENT SURVEY CONTROL
 DG7543  ______________________________________________________________________
 DG7543* NAD 83(2011) POSITION- 38 46 11.28280(N) 075 39 07.31735(W)   ADJUSTED
 DG7543* NAD 83(2011) ELLIP HT-   -17.067 (meters)        (12/20/17)   ADJUSTED
 DG7543* NAD 83(2011) EPOCH   -  2010.00
 DG7543* NAVD 88 ORTHO HEIGHT -    18.325 (meters)       60.12  (feet) ADJUSTED
 DG7543  ______________________________________________________________________
 DG7543  GEOID HEIGHT    -        -35.374 (meters)                     GEOID18
 DG7543  NAD 83(2011) X  -  1,233,935.204 (meters)                     COMP
 DG7543  NAD 83(2011) Y  - -4,824,043.419 (meters)                     COMP
 DG7543  NAD 83(2011) Z  -  3,972,413.983 (meters)                     COMP
 DG7543  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 DG7543  DYNAMIC HEIGHT  -         18.314 (meters)       60.09  (feet) COMP
 DG7543  MODELED GRAVITY -    980,027.0   (mgal)                       NAVD 88
 DG7543
 DG7543  VERT ORDER      -  SECOND    CLASS I
 DG7543
 DG7543  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG7543  Standards:
 DG7543         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG7543            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG7543  -------------------------------------------------------------------
 DG7543  NETWORK    1.18   0.98           0.52   0.43   0.50     -0.17496324
 DG7543  -------------------------------------------------------------------
 DG7543  Click here for local accuracies and other accuracy information.
 DG7543
 DG7543.The horizontal coordinates were established by GPS observations
 DG7543.and adjusted by the MASER CONSULTING in December 2017.
 DG7543
 DG7543.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG7543.been affixed to the stable North American tectonic plate. See 
 DG7543.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG7543
 DG7543.The horizontal coordinates are valid at the epoch date displayed above
 DG7543.which is a decimal equivalence of Year/Month/Day.
 DG7543
 DG7543.The orthometric height was determined by differential leveling and
 DG7543.adjusted by the NATIONAL GEODETIC SURVEY
 DG7543.in December 2004.
 DG7543
 DG7543.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7543.GEOID18 height accuracy estimate available here.
 DG7543
 DG7543.Click photographs - Photos may exist for this station.
 DG7543
 DG7543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7543
 DG7543.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG7543
 DG7543.The ellipsoidal height was determined by GPS observations
 DG7543.and is referenced to NAD 83.
 DG7543
 DG7543.The dynamic height is computed by dividing the NAVD 88
 DG7543.geopotential number by the normal gravity value computed on the
 DG7543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7543.degrees latitude (g = 980.6199 gals.).
 DG7543
 DG7543.The modeled gravity was interpolated from observed gravity values.
 DG7543
 DG7543. The following values were computed from the NAD 83(2011) position.
 DG7543
 DG7543;                    North         East     Units Scale Factor Converg.
 DG7543;SPC DE       -    85,476.675   179,545.285   MT  1.00000015   -0 08 50.6
 DG7543;SPC DE       -   280,434.72    589,058.16   sFT  1.00000015   -0 08 50.6
 DG7543;UTM  18      - 4,291,433.463   443,356.595   MT  0.99963951   -0 24 29.9
 DG7543
 DG7543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7543!SPC DE       -   1.00000268  x   1.00000015  =   1.00000283
 DG7543!UTM  18      -   1.00000268  x   0.99963951  =   0.99964219
 DG7543
 DG7543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4335691433(NAD 83)
 DG7543
 DG7543                          SUPERSEDED SURVEY CONTROL
 DG7543
 DG7543.No superseded survey control is available for this station.
 DG7543
 DG7543_MARKER: DV = VERTICAL CONTROL DISK
 DG7543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7543_STAMPING: DEMD 5 2002
 DG7543_MARK LOGO: NGS
 DG7543_PROJECTION: FLUSH
 DG7543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7543+STABILITY: SURFACE MOTION
 DG7543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7543+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 DG7543
 DG7543  HISTORY     - Date     Condition        Report By
 DG7543  HISTORY     - 2002     MONUMENTED       DEDHT
 DG7543  HISTORY     - 20121113 GOOD             DEDT
 DG7543  HISTORY     - 20130614 GOOD             DELCOS
 DG7543  HISTORY     - 20221102 GOOD             USPSQD
 DG7543
 DG7543                          STATION DESCRIPTION
 DG7543
 DG7543'DESCRIBED BY DE DEPT OF HIGHWAYS 2002
 DG7543'THE STATION IS LOCATED ABOUT 3.2 MI (5.15 KM) NORTHWEST OF
 DG7543'BRIDGEVILLE, 4.1 MI (6.6 KM) SOUTHWEST OF GREENWOOD, AND 8.4 MI (13.52
 DG7543'KM) NORTHEAST OF FEDERALSBURG, MARYLAND.  TO REACH THE STATION FROM
 DG7543'THE INTERSECTION OF STATE HIGHWAY 404 (SEASHORE HIGHWAY) AND SUSSEX
 DG7543'ROUTE 17 (FEDERALSBURG ROAD) IN BRIDGEVILLE, GO NORTHWEST ALONG STATE
 DG7543'HIGHWAY 404 FOR 3.1 MI (4.99 KM) TO PROGRESS SCHOOL ROAD AND THE
 DG7543'STATION ON THE LEFT.  THE STATION IS A STANDARD NGS BENCH MARK DISK
 DG7543'SET IN TOP OF A 12 INCH (30 CM) ROUND CONCRETE MONUMENT WHICH IS FLUSH
 DG7543'WITH THE GROUND.  IT IS 51.0 FT (15.5 M) SOUTHWEST OF THE CENTER LINE
 DG7543'OF THE HIGHWAY, 37.8 FT (11.5 M) NORTHWEST OF THE CENTER OF THE ROAD,
 DG7543'54.8 FT (16.7 M) SOUTHEAST OF TELEPHONE PEDISTAL 78, 47.9 FT (14.6 M)
 DG7543'NORTHEAST OF POWER POLE 11710/KZ3113RR1, 7.5 FT (2.3 M) EAST OF THE
 DG7543'EAST EDGE OF A CULTIVATED FIELD AND ABOUT LEVEL WITH THE HIGHWAY.
 DG7543
 DG7543                          STATION RECOVERY (2012)
 DG7543
 DG7543'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (ADL)
 DG7543'1 FOOT NORTH EAST ORANGE FIBERGLASS WITNESS POST.
 DG7543
 DG7543                          STATION RECOVERY (2013)
 DG7543
 DG7543'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DG7543'RECOVERED IN GOOD CONDITION.
 DG7543
 DG7543                          STATION RECOVERY (2022)
 DG7543
 DG7543'RECOVERY NOTE BY US POWER SQUADRON 2022 (DLT)
 DG7543'WITNESS POST IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DG7542 ***********************************************************************
 DG7542  DESIGNATION -  DEMD 6
 DG7542  PID         -  DG7542
 DG7542  STATE/COUNTY-  DE/SUSSEX
 DG7542  COUNTRY     -  US
 DG7542  USGS QUAD   -  HICKMAN (2016)
 DG7542
 DG7542                         *CURRENT SURVEY CONTROL
 DG7542  ______________________________________________________________________
 DG7542* NAD 83(1986) POSITION- 38 46 31.61   (N) 075 39 35.17   (W)   HD_HELD1
 DG7542* NAVD 88 ORTHO HEIGHT -    15.889 (meters)       52.13  (feet) ADJUSTED
 DG7542  ______________________________________________________________________
 DG7542  GEOID HEIGHT    -        -35.355 (meters)                     GEOID18
 DG7542  DYNAMIC HEIGHT  -         15.879 (meters)       52.10  (feet) COMP
 DG7542  MODELED GRAVITY -    980,027.4   (mgal)                       NAVD 88
 DG7542
 DG7542  VERT ORDER      -  SECOND    CLASS I
 DG7542
 DG7542.The horizontal coordinates were determined by differentially corrected
 DG7542.hand held GPS observations or other comparable positioning techniques
 DG7542.and have an estimated accuracy of +/- 3 meters.
 DG7542
 DG7542.The orthometric height was determined by differential leveling and
 DG7542.adjusted by the NATIONAL GEODETIC SURVEY
 DG7542.in December 2004.
 DG7542
 DG7542.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7542.GEOID18 height accuracy estimate available here.
 DG7542
 DG7542.Click photographs - Photos may exist for this station.
 DG7542
 DG7542.The dynamic height is computed by dividing the NAVD 88
 DG7542.geopotential number by the normal gravity value computed on the
 DG7542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7542.degrees latitude (g = 980.6199 gals.).
 DG7542
 DG7542.The modeled gravity was interpolated from observed gravity values.
 DG7542
 DG7542;                    North         East    Units  Estimated Accuracy
 DG7542;SPC DE       -    86,105.2     178,874.6     MT  (+/- 3 meters HH1 GPS) 
 DG7542
 DG7542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4268892064(NAD 83)
 DG7542
 DG7542                          SUPERSEDED SURVEY CONTROL
 DG7542
 DG7542.No superseded survey control is available for this station.
 DG7542
 DG7542_MARKER: DV = VERTICAL CONTROL DISK
 DG7542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7542_STAMPING: DEMD 6 2002
 DG7542_MARK LOGO: NGS
 DG7542_PROJECTION: FLUSH
 DG7542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7542+STABILITY: SURFACE MOTION
 DG7542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7542+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 DG7542
 DG7542  HISTORY     - Date     Condition        Report By
 DG7542  HISTORY     - 2002     MONUMENTED       DEDHT
 DG7542  HISTORY     - 20081002 GOOD             DEDT
 DG7542  HISTORY     - 20081202 GOOD             OPUS
 DG7542  HISTORY     - 20130614 GOOD             DELCOS
 DG7542  HISTORY     - 20221102 GOOD             USPSQD
 DG7542
 DG7542                          STATION DESCRIPTION
 DG7542
 DG7542'DESCRIBED BY DE DEPT OF HIGHWAYS 2002
 DG7542'THE STATION IS LOCATED ABOUT 3.65 MI (5.87 KM) NORTHWEST OF
 DG7542'BRIDGEVILLE, 4.2 MI (6.76 KM) SOUTHWEST OF GREENWOOD, AND 8.3 MI
 DG7542'(13.36 KM) NORTHEAST OF FEDERALSBURG, MARYLAND.  TO REACH THE STATION
 DG7542'FROM THE INTERSECTION OF STATE HIGHWAY 404 (SEASHORE HIGHWAY) AND
 DG7542'SUSSEX ROUTE 17 (FEDERALSBURG ROAD) IN BRIDGEVILLE, GO NORTHWEST ALONG
 DG7542'STATE HIGHWAY 404 FOR 3.65 MI (5.87 KM) TO THE STATION ON THE RIGHT.
 DG7542'THE STATION IS A STANDARD NGS BENCH MARK DISK SET IN TOP OF A 12 INCH
 DG7542'(30 CM) ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS
 DG7542'34.1 FT (10.4 M) NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 71.0
 DG7542'FEETNORTH-NORTHEAST AND ACROSS THE HGIHWAY FROM TELEPHONE PEDISTAL 87,
 DG7542'44.7 FT (13.6 M) NORTHWEST OF THE CENTER OF A FIELD ENTRANCE, 22.1 FT
 DG7542'(6.7 M) SOUTH OF POWER POLE 11224/K2 380228 110, 25.2 FT (7.7 M) SOUTH
 DG7542'OF THE SOUTH CORNER OF A SCHOOL BUS STOP SHELTER AND ABOUT LEVEL WITH
 DG7542'THE HIGHWAY.
 DG7542
 DG7542                          STATION RECOVERY (2008)
 DG7542
 DG7542'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (DT)
 DG7542'RECOVERED IN GOOD CONDITION.
 DG7542
 DG7542                          STATION RECOVERY (2008)
 DG7542
 DG7542'RECOVERY NOTE BY OPUS SHARED SOLUTIONS 2008 (OPS)
 DG7542'THE MARK IS FOUND ABOUT 5.2 MI (8.4 KM) SOUTHEAST OF HICKMAN, 4.3 MI
 DG7542'(6.9 KM) WEST-SOUTHWEST OF GREENWOOD AND 3.7 MI (6.0 KM) NORTHWEST OF
 DG7542'BRIDGEVILLE.
 DG7542'
 DG7542'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY 404 (SEASHORE
 DG7542'HWY) AND SUSSEX ROUTE 17 (FEDERALSBURG ROAD) IN BRIDGEVILLE, GO
 DG7542'NORTHWEST ALONG STATE HWY 404 FOR 3.65MI TO THE STATION ON THE RIGHT.
 DG7542'IT IS 34.1 FT NORTHEAST OF THE CENTER LINE OF THE HWY, 71.0 FT
 DG7542'NORTH-NORTHEAST AND ACROSS THE HIGHWAY FROM TELEPHONE PEDESTAL 87,
 DG7542'44.7 FT NORTHWEST OF THE CENTER OF A FIELD ENTRANCE, 22.1 FT SOUTH OF
 DG7542'POWER POLE 11224/K2 380228 110, 25.2 FT SOUTH OF THE SOUTH CORNER OF A
 DG7542'SCHOOL BUS STOP SHELTER.
 DG7542
 DG7542                          STATION RECOVERY (2013)
 DG7542
 DG7542'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DG7542'RECOVERED IN GOOD CONDITION.
 DG7542
 DG7542                          STATION RECOVERY (2022)
 DG7542
 DG7542'RECOVERY NOTE BY US POWER SQUADRON 2022 (DLT)
 DG7542'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DG7541 ***********************************************************************
 DG7541  DESIGNATION -  DEMD 7
 DG7541  PID         -  DG7541
 DG7541  STATE/COUNTY-  DE/SUSSEX
 DG7541  COUNTRY     -  US
 DG7541  USGS QUAD   -  HICKMAN (2016)
 DG7541
 DG7541                         *CURRENT SURVEY CONTROL
 DG7541  ______________________________________________________________________
 DG7541* NAD 83(1986) POSITION- 38 46 57.2    (N) 075 40 16.5    (W)   HD_HELD2
 DG7541* NAVD 88 ORTHO HEIGHT -    13.927 (meters)       45.69  (feet) ADJUSTED
 DG7541  ______________________________________________________________________
 DG7541  GEOID HEIGHT    -        -35.328 (meters)                     GEOID18
 DG7541  DYNAMIC HEIGHT  -         13.918 (meters)       45.66  (feet) COMP
 DG7541  MODELED GRAVITY -    980,028.0   (mgal)                       NAVD 88
 DG7541
 DG7541  VERT ORDER      -  SECOND    CLASS I
 DG7541
 DG7541.The horizontal coordinates were established by autonomous hand held GPS
 DG7541.observations and have an estimated accuracy of +/- 10 meters.
 DG7541
 DG7541.The orthometric height was determined by differential leveling and
 DG7541.adjusted by the NATIONAL GEODETIC SURVEY
 DG7541.in December 2004.
 DG7541
 DG7541.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7541.GEOID18 height accuracy estimate available here.
 DG7541
 DG7541.Click photographs - Photos may exist for this station.
 DG7541
 DG7541.The dynamic height is computed by dividing the NAVD 88
 DG7541.geopotential number by the normal gravity value computed on the
 DG7541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7541.degrees latitude (g = 980.6199 gals.).
 DG7541
 DG7541.The modeled gravity was interpolated from observed gravity values.
 DG7541
 DG7541;                    North         East    Units  Estimated Accuracy
 DG7541;SPC DE       -    86,897.      177,879.      MT  (+/- 10 meters HH2 GPS)
 DG7541
 DG7541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4169792860(NAD 83)
 DG7541
 DG7541                          SUPERSEDED SURVEY CONTROL
 DG7541
 DG7541.No superseded survey control is available for this station.
 DG7541
 DG7541_MARKER: DV = VERTICAL CONTROL DISK
 DG7541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7541_STAMPING: DEMD 7 2002
 DG7541_MARK LOGO: NGS
 DG7541_PROJECTION: FLUSH
 DG7541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7541+STABILITY: SURFACE MOTION
 DG7541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7541+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 DG7541
 DG7541  HISTORY     - Date     Condition        Report By
 DG7541  HISTORY     - 2002     MONUMENTED       DEDHT
 DG7541  HISTORY     - 20130614 GOOD             DELCOS
 DG7541  HISTORY     - 20221102 GOOD             USPSQD
 DG7541
 DG7541                          STATION DESCRIPTION
 DG7541
 DG7541'DESCRIBED BY DE DEPT OF HIGHWAYS 2002
 DG7541'THE STATION IS LOCATED ABOUT 4.4 MI (7.08 KM) NORTHWEST OF
 DG7541'BRIDGEVILLE, 4.5 MI (7.24 KM) SOUTHWEST OF GREENWOOD, AND 8.3 MI
 DG7541'(13.36 KM) NORTHEAST OF FEDERALSBURG, MARYLAND.  TO REACH THE STATION
 DG7541'FROM THE INTERSECTION OF STATE HIGHWAY 404 (SEASHORE HIGHWAY) AND
 DG7541'SUSSEX ROUTE 17 (FEDERALSBURG ROAD) IN BRIDGEVILLE, GO NORTHWEST ALONG
 DG7541'STATE HIGHWAY 404 FOR 4.4 MI (7.08 KM) TO THE STATION ON THE RIGHT.
 DG7541'THE STATION IS A STANDARD NGS BENCH MARK DISK SET IN TOP OF A 12 INCH
 DG7541'(30 CM) ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS
 DG7541'ABOUT 0.3 MI (0.48 KM) NORTHWEST OF SCOTTS STORE ROAD, 36.4 FT (11.1
 DG7541'M) NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 93.0 FT (28.3 M)
 DG7541'SOUTHEAST OF A FIELD ENTRANCE, 63.4 FT (19.3 M) SOUTH-SOUTHEAST OF THE
 DG7541'SOUTH CORNER OF A MOBILE HOME, 14.7 FT (4.5 M) SOUTH OF POWER POLE
 DG7541'11295/KZ3 8029, 5.0 FT (1.5 M) NORRTHEAST OF THE CENTER OF A DITCH AND
 DG7541'ABOUT LEVEL WITH THE HIGHWAY.
 DG7541
 DG7541                          STATION RECOVERY (2013)
 DG7541
 DG7541'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DG7541'SCRATCHES ON TOP OF MONUMENT FROM MOWER BLADE.
 DG7541
 DG7541                          STATION RECOVERY (2022)
 DG7541
 DG7541'RECOVERY NOTE BY US POWER SQUADRON 2022 (DLT)
 DG7541'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DG7540 ***********************************************************************
 DG7540  DESIGNATION -  DEMD 8
 DG7540  PID         -  DG7540
 DG7540  STATE/COUNTY-  DE/SUSSEX
 DG7540  COUNTRY     -  US
 DG7540  USGS QUAD   -  HICKMAN (2016)
 DG7540
 DG7540                         *CURRENT SURVEY CONTROL
 DG7540  ______________________________________________________________________
 DG7540* NAD 83(1986) POSITION- 38 47 14.73   (N) 075 40 58.29   (W)   HD_HELD1
 DG7540* NAVD 88 ORTHO HEIGHT -    12.799 (meters)       41.99  (feet) ADJUSTED
 DG7540  ______________________________________________________________________
 DG7540  GEOID HEIGHT    -        -35.303 (meters)                     GEOID18
 DG7540  DYNAMIC HEIGHT  -         12.792 (meters)       41.97  (feet) COMP
 DG7540  MODELED GRAVITY -    980,028.4   (mgal)                       NAVD 88
 DG7540
 DG7540  VERT ORDER      -  SECOND    CLASS I
 DG7540
 DG7540.The horizontal coordinates were determined by differentially corrected
 DG7540.hand held GPS observations or other comparable positioning techniques
 DG7540.and have an estimated accuracy of +/- 3 meters.
 DG7540
 DG7540.The orthometric height was determined by differential leveling and
 DG7540.adjusted by the NATIONAL GEODETIC SURVEY
 DG7540.in December 2004.
 DG7540
 DG7540.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7540.GEOID18 height accuracy estimate available here.
 DG7540
 DG7540.Click photographs - Photos may exist for this station.
 DG7540
 DG7540.The dynamic height is computed by dividing the NAVD 88
 DG7540.geopotential number by the normal gravity value computed on the
 DG7540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7540.degrees latitude (g = 980.6199 gals.).
 DG7540
 DG7540.The modeled gravity was interpolated from observed gravity values.
 DG7540
 DG7540;                    North         East    Units  Estimated Accuracy
 DG7540;SPC DE       -    87,440.5     176,872.0     MT  (+/- 3 meters HH1 GPS) 
 DG7540
 DG7540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4069393408(NAD 83)
 DG7540
 DG7540                          SUPERSEDED SURVEY CONTROL
 DG7540
 DG7540.No superseded survey control is available for this station.
 DG7540
 DG7540_MARKER: DV = VERTICAL CONTROL DISK
 DG7540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7540_STAMPING: DEMD 8 2002
 DG7540_MARK LOGO: NGS
 DG7540_PROJECTION: FLUSH
 DG7540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7540+STABILITY: SURFACE MOTION
 DG7540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7540+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 DG7540
 DG7540  HISTORY     - Date     Condition        Report By
 DG7540  HISTORY     - 2002     MONUMENTED       DEDHT
 DG7540  HISTORY     - 20081002 GOOD             DEDT
 DG7540  HISTORY     - 20130614 GOOD             DELCOS
 DG7540  HISTORY     - 20221102 GOOD             USPSQD
 DG7540
 DG7540                          STATION DESCRIPTION
 DG7540
 DG7540'DESCRIBED BY DE DEPT OF HIGHWAYS 2002
 DG7540'THE STATION IS LOCATED ABOUT 5.2 MI (8.37 KM) NORTHWEST OF
 DG7540'BRIDGEVILLE, 5.1 MI (8.21 KM) SOUTHWEST OF GREENWOOD, AND 8.1 MI
 DG7540'(13.04 KM) NORTHEAST OF FEDERALSBURG, MARYLAND.  TO REACH THE STATION
 DG7540'FROM THE INTERSECTION OF STATE HIGHWAY 404 (SEASHORE HIGHWAY) AND
 DG7540'SUSSEX ROUTE 17 (FEDERALSBURG ROAD) IN BRIDGEVILLE, GO NORTHWEST ALONG
 DG7540'STATE HIGHWAY 404 FOR 5.1 MI (8.21 KM) TO THE STATION ON THE RIGHT.
 DG7540'THE STATION IS A STANDARD NGS BENCH MARK DISK SET IN TOP OF A 12 INCH
 DG7540'(30 CM) ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS
 DG7540'31.7 FT (9.7 M) NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 117.1 FT
 DG7540'(35.7 M) SOUTHEAST OF POWER POLE 11332/KZ3 8041, 28.5 FT (8.7 M)
 DG7540'NORTHWEST OF THE CENTER OF A DIRT DRIVEWAY, 9.0 FT (2.7 M) WEST OF THE
 DG7540'NORTHEAST END OF A PIPE CULVERT RUNNING UNDER THE HIGHWAY, 4.9 FT (1.5
 DG7540'M) SOUTH OF THE CORNER POST OF A WHITE PVC FENCE AND LEVEL WITH THE
 DG7540'HIGHWAY.
 DG7540
 DG7540                          STATION RECOVERY (2008)
 DG7540
 DG7540'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 DG7540'RECOVERED IN GOOD CONDITION.
 DG7540
 DG7540                          STATION RECOVERY (2013)
 DG7540
 DG7540'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DG7540'RECOVERED IN GOOD CONDITION.
 DG7540
 DG7540                          STATION RECOVERY (2022)
 DG7540
 DG7540'RECOVERY NOTE BY US POWER SQUADRON 2022 (DLT)
 DG7540'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DG7539 ***********************************************************************
 DG7539  DESIGNATION -  DEMD 9
 DG7539  PID         -  DG7539
 DG7539  STATE/COUNTY-  DE/SUSSEX
 DG7539  COUNTRY     -  US
 DG7539  USGS QUAD   -  HICKMAN (2016)
 DG7539
 DG7539                         *CURRENT SURVEY CONTROL
 DG7539  ______________________________________________________________________
 DG7539* NAD 83(1986) POSITION- 38 47 29.9    (N) 075 41 23.3    (W)   HD_HELD2
 DG7539* NAVD 88 ORTHO HEIGHT -    12.582 (meters)       41.28  (feet) ADJUSTED
 DG7539  ______________________________________________________________________
 DG7539  GEOID HEIGHT    -        -35.285 (meters)                     GEOID18
 DG7539  DYNAMIC HEIGHT  -         12.574 (meters)       41.25  (feet) COMP
 DG7539  MODELED GRAVITY -    980,028.7   (mgal)                       NAVD 88
 DG7539
 DG7539  VERT ORDER      -  SECOND    CLASS I
 DG7539
 DG7539.The horizontal coordinates were established by autonomous hand held GPS
 DG7539.observations and have an estimated accuracy of +/- 10 meters.
 DG7539
 DG7539.The orthometric height was determined by differential leveling and
 DG7539.adjusted by the NATIONAL GEODETIC SURVEY
 DG7539.in December 2004.
 DG7539
 DG7539.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7539.GEOID18 height accuracy estimate available here.
 DG7539
 DG7539.Click photographs - Photos may exist for this station.
 DG7539
 DG7539.The dynamic height is computed by dividing the NAVD 88
 DG7539.geopotential number by the normal gravity value computed on the
 DG7539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7539.degrees latitude (g = 980.6199 gals.).
 DG7539
 DG7539.The modeled gravity was interpolated from observed gravity values.
 DG7539
 DG7539;                    North         East    Units  Estimated Accuracy
 DG7539;SPC DE       -    87,910.      176,270.      MT  (+/- 10 meters HH2 GPS)
 DG7539
 DG7539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4009393880(NAD 83)
 DG7539
 DG7539                          SUPERSEDED SURVEY CONTROL
 DG7539
 DG7539.No superseded survey control is available for this station.
 DG7539
 DG7539_MARKER: DV = VERTICAL CONTROL DISK
 DG7539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7539_STAMPING: DEMD 9 2002
 DG7539_MARK LOGO: NGS
 DG7539_PROJECTION: FLUSH
 DG7539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7539+STABILITY: SURFACE MOTION
 DG7539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7539+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2022
 DG7539
 DG7539  HISTORY     - Date     Condition        Report By
 DG7539  HISTORY     - 2002     MONUMENTED       DEDHT
 DG7539  HISTORY     - 20130611 GOOD             DELCOS
 DG7539  HISTORY     - 20221102 GOOD             USPSQD
 DG7539
 DG7539                          STATION DESCRIPTION
 DG7539
 DG7539'DESCRIBED BY DE DEPT OF HIGHWAYS 2002
 DG7539'THE STATION IS LOCATED ABOUT 5.7 MI (9.17 KM) NORTHWEST OF
 DG7539'BRIDGEVILLE, 5.4 MI (8.69 KM) SOUTHWEST OF GREENWOOD, AND 8.1 MI
 DG7539'(13.04 KM) NORTHEAST OF FEDERALSBURG, MARYLAND.  TO REACH THE STATION
 DG7539'FROM THE INTERSECTION OF STATE HIGHWAY 404 (SEASHORE HIGHWAY) AND
 DG7539'SUSSEX ROUTE 17 (FEDERALSBURG ROAD) IN BRIDGEVILLE, GO NORTHWEST ALONG
 DG7539'STATE HIGHWAY 404 FOR 5.65 MI (9.09 KM) TO THE STATION ON THE RIGHT.
 DG7539'THE STATION IS A STANDARD NGS BENCH MARK DISK SET IN TOP OF A 12 INCH
 DG7539'(30 CM) ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS
 DG7539'ABOUT 1.55 MI (2.49 KM) NORTHWEST OF SCOTTS STORE ROAD, 33.7 FT (10.3
 DG7539'M) NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 97.0 FT (29.6 M) SOUTH
 DG7539'OF THE SOUTH CORNER OF HOUSE 2935, 90.8 FT (27.7 M) NORTH-NORTHEAST OF
 DG7539'A 48 INCH (122 CM) OAK TREE, 32.0 FT (9.8 M) SOUTHEAST OF THE CENTER
 DG7539'OF A DIRT DRIVEWAY, 6.9 FT (2.1 M) SOUTH OF POWER POLE 11351/KZ3
 DG7539'8048-1 184-2, AND ABOUT LEVEL WITH THE HIGHWAY.
 DG7539
 DG7539                          STATION RECOVERY (2013)
 DG7539
 DG7539'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DG7539'RECOVERED IN GOOD CONDITION.
 DG7539
 DG7539                          STATION RECOVERY (2022)
 DG7539
 DG7539'RECOVERY NOTE BY US POWER SQUADRON 2022 (DLT)
 DG7539'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4288 ***********************************************************************
 JU4288  DESIGNATION -  DGS
 JU4288  PID         -  JU4288
 JU4288  STATE/COUNTY-  DE/NEW CASTLE
 JU4288  COUNTRY     -  US
 JU4288  USGS QUAD   -  NEWARK EAST (2016)
 JU4288
 JU4288                         *CURRENT SURVEY CONTROL
 JU4288  ______________________________________________________________________
 JU4288* NAD 83(1986) POSITION- 39 40 42.4    (N) 075 44 57.7    (W)   HD_HELD2
 JU4288* NAVD 88 ORTHO HEIGHT -    35.10  (meters)      115.2   (feet) RESET
 JU4288  ______________________________________________________________________
 JU4288  GEOID HEIGHT    -        -33.002 (meters)                     GEOID18
 JU4288  VERT ORDER      -  THIRD
 JU4288
 JU4288.The horizontal coordinates were established by autonomous hand held GPS
 JU4288.observations and have an estimated accuracy of +/- 10 meters.
 JU4288
 JU4288.The orthometric height was computed from unverified reset data.
 JU4288
 JU4288.No vertical observational check was made to the station.
 JU4288
 JU4288.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4288.GEOID18 height accuracy estimate available here.
 JU4288
 JU4288.Click photographs - Photos may exist for this station.
 JU4288
 JU4288;                    North         East    Units  Estimated Accuracy
 JU4288;SPC DE       -   186,380.      171,457.      MT  (+/- 10 meters HH2 GPS)
 JU4288
 JU4288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3573592337(NAD 83)
 JU4288
 JU4288                          SUPERSEDED SURVEY CONTROL
 JU4288
 JU4288  NGVD 29 (05/17/01)   35.44   (m)          116.3    (f) RESET       3  
 JU4288
 JU4288.Superseded values are not recommended for survey control.
 JU4288
 JU4288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4288.See file dsdata.pdf to determine how the superseded data were derived.
 JU4288
 JU4288_MARKER: DV = VERTICAL CONTROL DISK
 JU4288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU4288_SP_SET: WALL
 JU4288_STAMPING: D G S 1982
 JU4288_MARK LOGO: NGS
 JU4288_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4288
 JU4288  HISTORY     - Date     Condition        Report By
 JU4288  HISTORY     - 1982     MONUMENTED       NGS
 JU4288  HISTORY     - 20020928 GOOD             INDIV
 JU4288  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU4288
 JU4288                          STATION DESCRIPTION
 JU4288
 JU4288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 JU4288'0.1 KM (0.05 MI) WEST ALONG MAIN STREET FROM THE NEWARK POST OFFICE,
 JU4288'THENCE SOUTH 0.6 KM (0.35 MI) ALONG ACADEMY STREET TO PENNY HALL ON
 JU4288'THE LEFT AND THE MARK AT THE NORTHWEST CORNER OF THE BRICK BUILDING,
 JU4288'45.9 M (150.6 FT) EAST FROM THE CENTER OF ACADEMY STREET, 19.0 M
 JU4288'(62.3 FT) EAST FROM THE CENTER OF ACADEMY ENTRANCE OF THE BUILDING
 JU4288'AND 0.5 M (1.6 FT) SOUTH FROM THE NORTHWEST CORNER OF THE BUILDING.
 JU4288
 JU4288                          STATION RECOVERY (2002)
 JU4288
 JU4288'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (APC)
 JU4288'RECOVERED IN GOOD CONDITION.
 JU4288
 JU4288                          STATION RECOVERY (2013)
 JU4288
 JU4288'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4288'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1480 ***********************************************************************
 HU1480  DESIGNATION -  DIVISION
 HU1480  PID         -  HU1480
 HU1480  STATE/COUNTY-  DE/SUSSEX
 HU1480  COUNTRY     -  US
 HU1480  USGS QUAD   -  ASSAWOMAN BAY (2016)
 HU1480
 HU1480                         *CURRENT SURVEY CONTROL
 HU1480  ______________________________________________________________________
 HU1480* NAD 83(1991) POSITION- 38 27 04.66862(N) 075 04 11.23586(W)   ADJUSTED
 HU1480* NAVD 88 ORTHO HEIGHT -     1.0   (meters)        3.    (feet) VERTCON3
 HU1480  ______________________________________________________________________
 HU1480  GEOID HEIGHT    -        -35.917 (meters)                     GEOID18
 HU1480  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 HU1480  HORZ ORDER      -  SECOND
 HU1480
 HU1480.The horizontal coordinates were established by classical geodetic methods
 HU1480.and adjusted by the National Geodetic Survey in January 1992.
 HU1480
 HU1480.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1480
 HU1480.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1480.GEOID18 height accuracy estimate available here.
 HU1480
 HU1480.Click photographs - Photos may exist for this station.
 HU1480
 HU1480.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1480
 HU1480. The following values were computed from the NAD 83(1991) position.
 HU1480
 HU1480;                    North         East     Units Scale Factor Converg.
 HU1480;SPC DE       -    50,151.036   230,279.464   MT  1.00000629   +0 12 56.5
 HU1480;SPC DE       -   164,537.19    755,508.54   sFT  1.00000629   +0 12 56.5
 HU1480;SPC MD       -    88,878.335   568,474.665   MT  0.99997713   +1 12 41.3
 HU1480;SPC MD       -   291,595.00  1,865,070.63   sFT  0.99997713   +1 12 41.3
 HU1480;UTM  18      - 4,255,891.577   493,910.562   MT  0.99960046   -0 02 36.2
 HU1480
 HU1480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1480!SPC DE       -   1.00000548  x   1.00000629  =   1.00001177
 HU1480!SPC MD       -   1.00000548  x   0.99997713  =   0.99998261
 HU1480!UTM  18      -   1.00000548  x   0.99960046  =   0.99960594
 HU1480
 HU1480:                Primary Azimuth Mark                     Grid Az
 HU1480:SPC DE       -  DIVISION RM 3                            346 38 55.8
 HU1480:SPC MD       -  DIVISION RM 3                            345 39 11.0
 HU1480:UTM  18      -  DIVISION RM 3                            346 54 28.5
 HU1480
 HU1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9391055891(NAD 83)
 HU1480
 HU1480|---------------------------------------------------------------------|
 HU1480| PID    Reference Object                     Distance      Geod. Az  |
 HU1480|                                                           dddmmss.s |
 HU1480| DC7234 DIVISION RM 1                        12.242 METERS 17418     |
 HU1480| HU1479 BOUNDARY MON EW 1 DE MD               5.851 METERS 17957     |
 HU1480| DC7235 DIVISION RM 2                        18.916 METERS 29035     |
 HU1480| DC7236 DIVISION RM 3                                      3465152.3 |
 HU1480|---------------------------------------------------------------------|
 HU1480
 HU1480                          SUPERSEDED SURVEY CONTROL
 HU1480
 HU1480  NAD 83(1986)-  38 27 04.65021(N)    075 04 11.25943(W) AD(       ) 2
 HU1480  NAD 27      -  38 27 04.24101(N)    075 04 12.60480(W) AD(       ) 2
 HU1480  NGVD 29 (07/19/86)    1.2    (m)            4.     (f) VERT ANG       
 HU1480
 HU1480.Superseded values are not recommended for survey control.
 HU1480
 HU1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1480.See file dsdata.pdf to determine how the superseded data were derived.
 HU1480
 HU1480_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1480_STAMPING: DIVISION 1974
 HU1480_MARK LOGO: NGS
 HU1480_PROJECTION: FLUSH
 HU1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1480+STABILITY: SURFACE MOTION
 HU1480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1480+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2008
 HU1480
 HU1480  HISTORY     - Date     Condition        Report By
 HU1480  HISTORY     - 1974     MONUMENTED       NGS
 HU1480  HISTORY     - 1976     GOOD             NGS
 HU1480  HISTORY     - 20080915 GOOD             GEOCAC
 HU1480  HISTORY     - 20120210 MARK NOT FOUND   DELCOS
 HU1480
 HU1480                          STATION DESCRIPTION
 HU1480
 HU1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU1480'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF OCEAN CITY.  0.8
 HU1480'MILE WEST OF FENWICK ISLAND, ON ROAD RIGHT-OF-WAY AND
 HU1480'NEAR THE MARYLAND-DELAWARE STATE LINE.
 HU1480'
 HU1480'TO REACH THE STATION FROM THE JUNCTION OF STATE ROADS 14 AND
 HU1480'54 IN FENWICK ISLAND, GO WEST ON STATE ROAD 54 FOR 0.75 MILE
 HU1480'TO JEFFERSON AVENUE ON THE LEFT.  TURN LEFT AND GO
 HU1480'SOUTH-SOUTHWEST ON JEFFERSON AVENUE FOR 0.1 MILE TO HAYES
 HU1480'AVENUE ON THE RIGHT.  TURN RIGHT AND GO WEST ON HAYES AVENUE
 HU1480'FOR 0.15 MILE TO POWERLINE POLE NUMBER 15 AND THE STATION
 HU1480'ON THE RIGHT, AT THE END OF HAYES AVENUE.
 HU1480'
 HU1480'TO REACH RM 3 (AZI. MK.) FROM THE JUNCTION OF STATE ROAD 54
 HU1480'AND JEFFERSON AVENUE, GO WEST ON STATE ROAD 54 FOR 0.3 MILE
 HU1480'TO THE MARK ON THE LEFT.
 HU1480'
 HU1480'STATION MARKS ARE STANDARD DISKS STAMPED DIVISION 1974.  THE
 HU1480'STATION DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HU1480'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 HU1480'IS 43 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A HOUSE, 18
 HU1480'FEET NORTH OF THE CENTER OF HAYES AVENUE AND 3 FEET SOUTHEAST
 HU1480'OF POWERLINE POLE NUMBER 15.  THE UNDERGROUND DISK IS SET IN
 HU1480'THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 HU1480'GROUND SURFACE.
 HU1480'
 HU1480'REFERENCE MARK 1, A STANDARD DISK STAMPED DIVISION NO 1
 HU1480'1974, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HU1480'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 22
 HU1480'FEET SOUTH OF THE CENTER OF HAYES AVENUE AND 4 FEET WEST OF A
 HU1480'METAL WITNESS POST.
 HU1480'
 HU1480'REFERENCE MARK 2, A STANDARD DISK STAMPED DIVISION NO 2
 HU1480'1974, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HU1480'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 57
 HU1480'FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE AND 2 FEET
 HU1480'SOUTH-SOUTHWEST OF POWERLINE POLE NUMBER 16.
 HU1480'
 HU1480'REFERENCE MARK 3, A STANDARD DISK STAMPED DIVISION NO 3
 HU1480'1974, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HU1480'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 34
 HU1480'FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD 54 AND 14
 HU1480'FEET NORTHEAST OF POWERLINE POLE NUMBER 69A1A-10.  THE MARK
 HU1480'SERVES AS AN AZIMUTH MARK.
 HU1480
 HU1480                          STATION RECOVERY (1976)
 HU1480
 HU1480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1480'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HU1480'CONDITION AS DESCRIBED.  THE DISTANCE AND DIRECTION TO ALL
 HU1480'MARKS CHECKED THE 1974 OBSERVATIONS.
 HU1480'
 HU1480'THE MARYLAND-DELAWARE BOUNDARY MONUMENT NUMBER 1 WAS SET
 HU1480'BELOW A MANHOLE TO THE SOUTH OF THIS STATION, SEE DESCRIPTION
 HU1480'THEREOF.
 HU1480'
 HU1480'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1480'3 MILES NORTH OF OCEAN CITY.
 HU1480
 HU1480                          STATION RECOVERY (2008)
 HU1480
 HU1480'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 HU1480'RECOVERED IN GOOD CONDITION.
 HU1480
 HU1480                          STATION RECOVERY (2012)
 HU1480
 HU1480'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU1480'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0905 ***********************************************************************
 DQ0905  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0905  DESIGNATION -  DNERR
 DQ0905  PID         -  DQ0905
 DQ0905  STATE/COUNTY-  DE/KENT
 DQ0905  COUNTRY     -  US
 DQ0905  USGS QUAD   -  FREDERICA (2016)
 DQ0905
 DQ0905                         *CURRENT SURVEY CONTROL
 DQ0905  ______________________________________________________________________
 DQ0905* NAD 83(2011) POSITION- 39 05 21.92910(N) 075 26 20.70020(W)   ADJUSTED
 DQ0905* NAD 83(2011) ELLIP HT-   -32.999 (meters)        (12/20/17)   ADJUSTED
 DQ0905* NAD 83(2011) EPOCH   -  2010.00
 DQ0905* NAVD 88 ORTHO HEIGHT -     1.77  (meters)        5.8   (feet) GPS OBS
 DQ0905  ______________________________________________________________________
 DQ0905  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0905  GEOID HEIGHT    -        -34.757 (meters)                     GEOID12B
 DQ0905  GEOID HEIGHT    -        -34.764 (meters)                     GEOID18
 DQ0905  NAD 83(2011) X  -  1,246,247.450 (meters)                     COMP
 DQ0905  NAD 83(2011) Y  - -4,797,832.091 (meters)                     COMP
 DQ0905  NAD 83(2011) Z  -  4,000,006.537 (meters)                     COMP
 DQ0905  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 DQ0905
 DQ0905  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0905  Standards:
 DQ0905         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0905            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0905  -------------------------------------------------------------------
 DQ0905  NETWORK    0.85   0.80           0.38   0.31   0.41     -0.02611355
 DQ0905  -------------------------------------------------------------------
 DQ0905  Click here for local accuracies and other accuracy information.
 DQ0905
 DQ0905.The horizontal coordinates were established by GPS observations
 DQ0905.and adjusted by the MASER CONSULTING in December 2017.
 DQ0905
 DQ0905.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0905.been affixed to the stable North American tectonic plate. See 
 DQ0905.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0905
 DQ0905.The horizontal coordinates are valid at the epoch date displayed above
 DQ0905.which is a decimal equivalence of Year/Month/Day.
 DQ0905
 DQ0905.The orthometric height was determined by GPS observations and a
 DQ0905.high-resolution geoid model using precise GPS observation and
 DQ0905.processing techniques.
 DQ0905
 DQ0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0905.GEOID18 height accuracy estimate available here.
 DQ0905
 DQ0905.Click photographs - Photos may exist for this station.
 DQ0905
 DQ0905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0905
 DQ0905.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0905
 DQ0905.The ellipsoidal height was determined by GPS observations
 DQ0905.and is referenced to NAD 83.
 DQ0905
 DQ0905. The following values were computed from the NAD 83(2011) position.
 DQ0905
 DQ0905;                    North         East     Units Scale Factor Converg.
 DQ0905;SPC DE       -   120,933.208   198,060.576   MT  0.99999505   -0 00 50.9
 DQ0905;SPC DE       -   396,761.70    649,803.74   sFT  0.99999505   -0 00 50.9
 DQ0905;UTM  18      - 4,326,791.965   462,026.828   MT  0.99961775   -0 16 36.7
 DQ0905
 DQ0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0905!SPC DE       -   1.00000518  x   0.99999505  =   1.00000023
 DQ0905!UTM  18      -   1.00000518  x   0.99961775  =   0.99962293
 DQ0905
 DQ0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6202626791(NAD 83)
 DQ0905
 DQ0905                          SUPERSEDED SURVEY CONTROL
 DQ0905
 DQ0905.No superseded survey control is available for this station.
 DQ0905
 DQ0905_MARKER: DB = BENCH MARK DISK
 DQ0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0905_STAMPING: DNERR 2012
 DQ0905_MARK LOGO: DELCOS
 DQ0905_PROJECTION: PROJECTING 5 CENTIMETERS
 DQ0905_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0905+STABILITY: SURFACE MOTION
 DQ0905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0905+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2021
 DQ0905
 DQ0905  HISTORY     - Date     Condition        Report By
 DQ0905  HISTORY     - 20120210 MONUMENTED       DELCOS
 DQ0905  HISTORY     - 20130713 GOOD             DELCOS
 DQ0905  HISTORY     - 20210309 GOOD             USPSQD
 DQ0905
 DQ0905                          STATION DESCRIPTION
 DQ0905
 DQ0905'DESCRIBED BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DQ0905'THE STATION IS LOCATED ABOUT 5.4 MI (8.6 KM) SOUTH OF LITTLE CREEK,
 DQ0905'2.9 MI (4.6 KM) NORTHWEST OF BOWERS AND 2.4 MI (3.8 KM) EAST-NORTHEAST
 DQ0905'OF MAGNOLIA.
 DQ0905'
 DQ0905'TO REACH FROM THE INTERSECTION OF ROUTE 1 (BAY ROAD) AND ROUTE 9
 DQ0905'(BAYSIDE DRIVE) PROCEED LESS THAN 0.1 MI (0.2 KM) EAST ON ROUTE 9 AND
 DQ0905'MAKE A RIGHT ONTO KITTS HUMMOCK ROAD (68). PROCEED SOUTHEAST ON KITTS
 DQ0905'HUMMOCK ROAD FOR 0.8 MI (1.3 KM), TURN RIGHT INTO THE ST JONES RESERVE
 DQ0905'VIA A GRAVEL DRIVEWAY, TRAVEL SOUTH APPROXIMATELY 1 MI (1.6 KM) ON THE
 DQ0905'GRAVEL ROAD TO A PARKING AREA.  PARK AND TRAVEL ON FOOT APPROXIMATELY
 DQ0905'110 YARDS (100.6 M) EASTERLY BEHIND THE MAIN BUILDING TO THE MONUMENT
 DQ0905'ON THE EAST SIDE OF A GRAVEL DRIVE.
 DQ0905'
 DQ0905'IT IS 119.1 FT (36.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF MAIN
 DQ0905'BUILDING WITH RED ROOF, 102.1 FT (31.1 M) SOUTH-SOUTHEAST OF THE
 DQ0905'SOUTHWEST CORNER OF A POLE BUILDING, 90.6 FT (27.6 M) NORTHEAST OF
 DQ0905'Y-FORK IN THE GRAVEL DRIVE, 21.4 FT (6.5 M) EAST OF GRAVEL DRIVE, 1 FT
 DQ0905'(0.3 M) WEST OF A FIBERGLASS WITNESS POST AND SET IN THE TOP OF A
 DQ0905'12-IN (30 CM) ROUND CONCRETE POST AND ABOUT LEVEL WITH THE ROAD.
 DQ0905'
 DQ0905'OWNERSHIP--STATE OF DELAWARE.
 DQ0905
 DQ0905                          STATION RECOVERY (2021)
 DQ0905
 DQ0905'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 DQ0905'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0885 ***********************************************************************
 DQ0885  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0885  DESIGNATION -  DNERR 2
 DQ0885  PID         -  DQ0885
 DQ0885  STATE/COUNTY-  DE/NEW CASTLE
 DQ0885  COUNTRY     -  US
 DQ0885  USGS QUAD   -  MIDDLETOWN (2016)
 DQ0885
 DQ0885                         *CURRENT SURVEY CONTROL
 DQ0885  ______________________________________________________________________
 DQ0885* NAD 83(2011) POSITION- 39 23 25.41221(N) 075 37 56.22721(W)   ADJUSTED
 DQ0885* NAD 83(2011) ELLIP HT-   -22.356 (meters)        (12/20/17)   ADJUSTED
 DQ0885* NAD 83(2011) EPOCH   -  2010.00
 DQ0885* NAVD 88 ORTHO HEIGHT -    11.34  (meters)       37.2   (feet) GPS OBS
 DQ0885  ______________________________________________________________________
 DQ0885  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0885  GEOID HEIGHT    -        -33.683 (meters)                     GEOID12B
 DQ0885  GEOID HEIGHT    -        -33.684 (meters)                     GEOID18
 DQ0885  NAD 83(2011) X  -  1,224,819.284 (meters)                     COMP
 DQ0885  NAD 83(2011) Y  - -4,781,540.040 (meters)                     COMP
 DQ0885  NAD 83(2011) Z  -  4,025,891.968 (meters)                     COMP
 DQ0885  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 DQ0885
 DQ0885  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0885  Standards:
 DQ0885         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0885            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0885  -------------------------------------------------------------------
 DQ0885  NETWORK    1.02   0.86           0.45   0.37   0.44     -0.28772234
 DQ0885  -------------------------------------------------------------------
 DQ0885  Click here for local accuracies and other accuracy information.
 DQ0885
 DQ0885.The horizontal coordinates were established by GPS observations
 DQ0885.and adjusted by the MASER CONSULTING in December 2017.
 DQ0885
 DQ0885.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0885.been affixed to the stable North American tectonic plate. See 
 DQ0885.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0885
 DQ0885.The horizontal coordinates are valid at the epoch date displayed above
 DQ0885.which is a decimal equivalence of Year/Month/Day.
 DQ0885
 DQ0885.The orthometric height was determined by GPS observations and a
 DQ0885.high-resolution geoid model using precise GPS observation and
 DQ0885.processing techniques.
 DQ0885
 DQ0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0885.GEOID18 height accuracy estimate available here.
 DQ0885
 DQ0885.Click photographs - Photos may exist for this station.
 DQ0885
 DQ0885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0885
 DQ0885.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0885
 DQ0885.The ellipsoidal height was determined by GPS observations
 DQ0885.and is referenced to NAD 83.
 DQ0885
 DQ0885. The following values were computed from the NAD 83(2011) position.
 DQ0885
 DQ0885;                    North         East     Units Scale Factor Converg.
 DQ0885;SPC DE       -   154,368.417   181,424.890   MT  0.99999925   -0 08 12.6
 DQ0885;SPC DE       -   506,457.05    595,224.83   sFT  0.99999925   -0 08 12.6
 DQ0885;UTM  18      - 4,360,290.949   445,551.226   MT  0.99963650   -0 24 04.5
 DQ0885
 DQ0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0885!SPC DE       -   1.00000351  x   0.99999925  =   1.00000276
 DQ0885!UTM  18      -   1.00000351  x   0.99963650  =   0.99964001
 DQ0885
 DQ0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4555160290(NAD 83)
 DQ0885
 DQ0885                          SUPERSEDED SURVEY CONTROL
 DQ0885
 DQ0885.No superseded survey control is available for this station.
 DQ0885
 DQ0885_MARKER: DB = BENCH MARK DISK
 DQ0885_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ0885_STAMPING: DNREC DNERR BENCHMARK 302-739-9283
 DQ0885_MARK LOGO: DELCOS
 DQ0885_PROJECTION: FLUSH
 DQ0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0885+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2013
 DQ0885
 DQ0885  HISTORY     - Date     Condition        Report By
 DQ0885  HISTORY     - UNK      MONUMENTED       DELCOS
 DQ0885  HISTORY     - 20130821 GOOD             DELCOS
 DQ0885
 DQ0885                          STATION DESCRIPTION
 DQ0885
 DQ0885'DESCRIBED BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DQ0885'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTHEAST OF MIDDLETOWN,
 DQ0885'4.7 MI (7.6 KM) SOUTH OF ODESSA AND 3.2 MI (5.1 KM) EAST OF TOWNSEND.
 DQ0885'
 DQ0885'TO REACH FROM THE POST OFFICE IN TOWNSEND, PROCEED NORTHEAST ON MAIN
 DQ0885'STREET TOWARDS COMMERCE STREET FOR 0.6 MI (1.0 KM) CONTINUE ONTO PINE
 DQ0885'TREE ROAD AND PROCEED FOR 1.3 MI (2.1 KM) TO BLACKBIRD LANDING ROAD.
 DQ0885'PROCEED FOR 1.8 MI (2.9 KM) AND TURN INTO A DIRT PARKING LOT OF THE
 DQ0885'LEFT (OLD CAMPGROUND).  ON FOOT, PROCEED THROUGH THE GATE FURTHEST
 DQ0885'LEFT FOR 0.2 MI (0.3 KM) ALONG THE DIRT ROAD TO THE MARK ON THE RIGHT.
 DQ0885'IT IS 156 FT (47.5 M) WEST OF CROSS COUNTRY MARKER POST, 44.5 FT (13.6
 DQ0885'M) NORTH OF AA MANHOLE COVER WITH TWO LARGE HANDLES SET IN CONCRETE,
 DQ0885'2.8 FT (0.9 M) SOUTH OF EDGE OF AN OLD SPEED BUMP AND SET IN THE TOP
 DQ0885'OF A 8-IN (20 CM) ROUND CONCRETE POST AND ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AH4825 ***********************************************************************
 AH4825  FBN         -  This is a Federal Base Network Control Station.
 AH4825  DESIGNATION -  DNREC
 AH4825  PID         -  AH4825
 AH4825  STATE/COUNTY-  DE/KENT
 AH4825  COUNTRY     -  US
 AH4825  USGS QUAD   -  DOVER (2016)
 AH4825
 AH4825                         *CURRENT SURVEY CONTROL
 AH4825  ______________________________________________________________________
 AH4825* NAD 83(2011) POSITION- 39 09 35.43532(N) 075 31 26.64198(W)   ADJUSTED
 AH4825* NAD 83(2011) ELLIP HT-   -26.153 (meters)        (06/27/12)   ADJUSTED
 AH4825* NAD 83(2011) EPOCH   -  2010.00
 AH4825* NAVD 88 ORTHO HEIGHT -     8.233 (meters)       27.01  (feet) ADJUSTED
 AH4825  ______________________________________________________________________
 AH4825  GEOID HEIGHT    -        -34.390 (meters)                     GEOID18
 AH4825  NAD 83(2011) X  -  1,237,897.914 (meters)                     COMP
 AH4825  NAD 83(2011) Y  - -4,794,904.040 (meters)                     COMP
 AH4825  NAD 83(2011) Z  -  4,006,075.606 (meters)                     COMP
 AH4825  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 AH4825  DYNAMIC HEIGHT  -          8.229 (meters)       27.00  (feet) COMP
 AH4825  MODELED GRAVITY -    980,087.4   (mgal)                       NAVD 88
 AH4825
 AH4825  VERT ORDER      -  SECOND    CLASS I
 AH4825
 AH4825  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH4825  Standards:
 AH4825         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH4825            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH4825  -------------------------------------------------------------------
 AH4825  NETWORK    0.82   1.47           0.33   0.33   0.75     -0.29642244
 AH4825  -------------------------------------------------------------------
 AH4825  Click here for local accuracies and other accuracy information.
 AH4825
 AH4825.This is a reference station for the DOVER DNRC
 AH4825.National Continuously Operating Reference Station (DNRC).
 AH4825
 AH4825.The horizontal coordinates were established by GPS observations
 AH4825.and adjusted by the National Geodetic Survey in June 2012.
 AH4825
 AH4825.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH4825.been affixed to the stable North American tectonic plate. See 
 AH4825.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH4825
 AH4825.The horizontal coordinates are valid at the epoch date displayed above
 AH4825.which is a decimal equivalence of Year/Month/Day.
 AH4825
 AH4825.The orthometric height was determined by differential leveling and
 AH4825.adjusted by the NATIONAL GEODETIC SURVEY
 AH4825.in July 2002.
 AH4825
 AH4825.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH4825.GEOID18 height accuracy estimate available here.
 AH4825
 AH4825.Click photographs - Photos may exist for this station.
 AH4825
 AH4825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH4825
 AH4825.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH4825
 AH4825.The ellipsoidal height was determined by GPS observations
 AH4825.and is referenced to NAD 83.
 AH4825
 AH4825.The dynamic height is computed by dividing the NAVD 88
 AH4825.geopotential number by the normal gravity value computed on the
 AH4825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4825.degrees latitude (g = 980.6199 gals.).
 AH4825
 AH4825.The modeled gravity was interpolated from observed gravity values.
 AH4825
 AH4825. The following values were computed from the NAD 83(2011) position.
 AH4825
 AH4825;                    North         East     Units Scale Factor Converg.
 AH4825;SPC DE       -   128,756.123   190,717.291   MT  0.99999606   -0 04 04.2
 AH4825;SPC DE       -   422,427.38    625,711.65   sFT  0.99999606   -0 04 04.2
 AH4825;UTM  18      - 4,334,645.557   454,722.252   MT  0.99962524   -0 19 51.4
 AH4825
 AH4825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH4825!SPC DE       -   1.00000410  x   0.99999606  =   1.00000016
 AH4825!UTM  18      -   1.00000410  x   0.99962524  =   0.99962934
 AH4825
 AH4825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5472234645(NAD 83)
 AH4825
 AH4825|---------------------------------------------------------------------|
 AH4825| PID    Reference Object                     Distance      Geod. Az  |
 AH4825|                                                           dddmmss.s |
 AH4825| AF9680 DOVER DNRC CORS ARP                  48.450 METERS 05715     |
 AH4825|---------------------------------------------------------------------|
 AH4825
 AH4825                          SUPERSEDED SURVEY CONTROL
 AH4825
 AH4825  NAD 83(2007)-  39 09 35.43558(N)    075 31 26.64270(W) AD(2002.00) 0
 AH4825  ELLIP H (02/10/07)  -26.134  (m)                       GP(2002.00)    
 AH4825  NAD 83(1991)-  39 09 35.43570(N)    075 31 26.64271(W) AD(       ) A
 AH4825  ELLIP H (02/12/02)  -26.136  (m)                       GP(       ) 4 1
 AH4825  NAVD 88               8.23   (m)           27.0    (f) LEVELING    3  
 AH4825
 AH4825.Superseded values are not recommended for survey control.
 AH4825
 AH4825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH4825.See file dsdata.pdf to determine how the superseded data were derived.
 AH4825
 AH4825_MARKER: DD = SURVEY DISK
 AH4825_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH4825_STAMPING: DNREC 1997
 AH4825_MARK LOGO: DEDHT
 AH4825_PROJECTION: FLUSH
 AH4825_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4825+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2019
 AH4825
 AH4825  HISTORY     - Date     Condition        Report By
 AH4825  HISTORY     - 1997     MONUMENTED       DEDHT
 AH4825  HISTORY     - 19980812 GOOD             NGS
 AH4825  HISTORY     - 20000227 GOOD             NGS
 AH4825  HISTORY     - 20040902 GOOD             GEOMET
 AH4825  HISTORY     - 20070329 GOOD             UE
 AH4825  HISTORY     - 20090403 GOOD             INDIV
 AH4825  HISTORY     - 20111005 GOOD             NGS
 AH4825  HISTORY     - 20130711 GOOD             DELCOS
 AH4825  HISTORY     - 20171102 GOOD             INDIV
 AH4825  HISTORY     - 20190905 GOOD             USPSQD
 AH4825
 AH4825                          STATION DESCRIPTION
 AH4825
 AH4825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (DBC)
 AH4825'FROM THE INTERSECTION OF U.S. ROUTE 13 AND STATE ROUTE 8 (DIVISION
 AH4825'STREET) IN DOVER, GO WEST 0.5 MILE (0.80 KM) ALONG STATE ROUTE 8 TO
 AH4825'THE INTERSECTION OF KINGS HIGHWAY SW., TURN LEFT ON KINGS HIGHWAY SW
 AH4825'AND GO 0.15 MILE (0.2 KM) TO THE MARK ON THE LEFT, AT THE SITE OF THE
 AH4825'RICHARDSON AND ROBBINS BUILDING WHICH IS OCCUPIED BY THE DELAWARE
 AH4825'DEPARTMENT OF NATURAL RESOURCES AND ENVIRONMENTAL CONTROL (DNREC).
 AH4825'
 AH4825'IT IS 87.3 FEET (26.6 M) SOUTHWEST OF THE CORNER OF THE BRICK DNREC
 AH4825'BUILDING, 57.0 FEET (17.4 M) SOUTHEAST OF THE PHYSICAL CENTERLINE OF
 AH4825'THE INTERSECTION OF KINGS HIGHWAY SW AND EAST REED STREET, AND 0.5
 AH4825'FOOT (0.15 M) EAST AND SOUTH OF A T CONCRETE SIDEWALK INTERSECTION.
 AH4825'
 AH4825'THE STATION IS THE CENTER OF A 5 CM (2 IN) SURVEY DISK SET INTO THE
 AH4825'TOP OF A 1 M (3.3 FT) LONG FENO PIPE, RECESSED 2 CM BELOW GROUND LEVEL
 AH4825'AND ENCASED IN A 5 INCH DIAMETER PVC PIPE WITH A SCREW CAP SURROUNDED
 AH4825'BY CONCRETE.  THE SCREW CAP AND CONCRETE ARE FLUSH WITH THE GROUND.
 AH4825'THREE CIRCULAR ANCHOR PRONGS EXTEND FROM BOTTOM OF PIPE.
 AH4825
 AH4825                          STATION RECOVERY (2000)
 AH4825
 AH4825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 AH4825'THE STATION IS LOCATED ABOUT IN THE CITY CENTER OF DOVER NEAR THE
 AH4825'JUNCTION OF KINGS HIGHWAY SW AND EAST REED STREET, NEAR THE SOUTHWEST
 AH4825'CORNER OF THE FRONT LAWN OF THE RICHARDSON AND ROBBINS BUILDING
 AH4825'OCCUPIED BY THE DEPARTMENT OF RESOURCES AND ENVIRONMENTAL CONTROL, AT
 AH4825'THE T-JUNCTION OF THE SIDEWALKS OF KINGS HIGHWAY SW AND SOUTHERN MOST
 AH4825'ENTRANCE WALK OF THE RICHARDSON AND ROBBINS BUILDING.
 AH4825'OWNERSHIP--DEPARTMENT OF NATURAL RESOURCES.
 AH4825'
 AH4825'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 13 AND STATE
 AH4825'HIGHWAY 8 (DIVISON STREET) LOCATED ABOUT IN THE CENTER OF DOVER, GO
 AH4825'WEST ON HIGHWAY 8 (DIVISON STREET) FOR 0.08 KM (0.05 MI) TO THE
 AH4825'JUNCTION OF KINGS HIGHWAY SW ON THE LEFT, TURN LEFT, SOUTH ON KINGS
 AH4825'HIGHWAY SW FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF EAST REED STREET
 AH4825'ON THE RIGHT, CONTINUE AHEAD ON KINGS HIGHWAY FOR ABOUT 15.24 M
 AH4825'(50.00 FT) TO A PAVED ENTRANCE DRIVE ON THE LEFT ON THE NORTH SIDE OF
 AH4825'THE MERRILL LYNCH BUILDING AND THE STATION AT A T-JUNCTION OF THE
 AH4825'SIDEWALKS NEAR THE SOUTHWEST CORNER OF THE FRONT LAWN PROPERTY OF THE
 AH4825'RICHARDSON AND ROBBINS BUILDING.
 AH4825'
 AH4825'THE STATION IS A DELAWARE DEPARTMENT OF TRANSPORTATION ROAD
 AH4825'DESIGNATION DISK, A 5 CM DISK ON THE TOP OF A FENO PIPE ENCASED IN A
 AH4825'13 CM PVC PIPE WITH A SCREW CAP, SOUROUNDED BY A 1 X 1-FT SQUARE OF
 AH4825'CONCRETE LOCATED AT THE SOUTHEAST ANGLE OF THE T-JUNCTION OF THE
 AH4825'SIDEWALKS.  LOCATED 36.43 M (119.52 FT) SOUTH OF THE SOUTH EDGE OF THE
 AH4825'SIDEWALK LEADING INTO THE MAIN ENTRANCE OF THE RICHARDSON AND ROBBINS
 AH4825'BUILDING, 5.79 M (19.00 FT) NORTH OF THE NORTH CURB OF THE ENTRANCE
 AH4825'DRIVE LEADING EAST TO THE REAR PARKING LOT OF THE MERRILL LYNCH
 AH4825'BUILDING, 4.15 M (13.62 FT) SOUTHEAST OF A LAMP POST NUMBER S-13, 2.7
 AH4825'M (8.9 FT) EAST OF THE EAST EDGE OF THE EAST CURB OF KINGS HIGHWAY,
 AH4825'0.23 M (0.75 FT) SOUTH OF THE SOUTH EDGE OF THE RICHARDSON AND ROBBINS
 AH4825'SIDEWALK AND 0.25 M (0.82 FT) EAST OF THE EAST EDGE OF THE SIDEWALK OF
 AH4825'KINGS HIGHWAY.
 AH4825
 AH4825                          STATION RECOVERY (2004)
 AH4825
 AH4825'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (BCL)
 AH4825'RECOVERED IN GOOD CONDITION.
 AH4825
 AH4825                          STATION RECOVERY (2007)
 AH4825
 AH4825'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 AH4825'RECOVERED IN GOOD CONDITION.
 AH4825
 AH4825                          STATION RECOVERY (2009)
 AH4825
 AH4825'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (WRA)
 AH4825'RECOVERED AS DESCRIBED
 AH4825
 AH4825                          STATION RECOVERY (2011)
 AH4825
 AH4825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (DRD)
 AH4825'RECOVERED IN GOOD CONDITION.
 AH4825
 AH4825                          STATION RECOVERY (2013)
 AH4825
 AH4825'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 AH4825'RECOVERED IN GOOD CONDITION.
 AH4825
 AH4825                          STATION RECOVERY (2017)
 AH4825
 AH4825'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017 (WRA)
 AH4825'RECOVERED IN GOOD CONDITION.
 AH4825
 AH4825                          STATION RECOVERY (2019)
 AH4825
 AH4825'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 AH4825'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1413 ***********************************************************************
 HU1413  DESIGNATION -  DOCK CENTER SUMMERHOUSE FLAG
 HU1413  PID         -  HU1413
 HU1413  STATE/COUNTY-  DE/SUSSEX
 HU1413  COUNTRY     -  US
 HU1413  USGS QUAD   -  FRANKFORD (2016)
 HU1413
 HU1413                         *CURRENT SURVEY CONTROL
 HU1413  ______________________________________________________________________
 HU1413* NAD 83(1991) POSITION- 38 35 46.89055(N) 075 10 18.59058(W)   ADJUSTED
 HU1413  ______________________________________________________________________
 HU1413  GEOID HEIGHT    -        -35.746 (meters)                     GEOID18
 HU1413  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 HU1413  HORZ ORDER      -  THIRD
 HU1413
 HU1413.The horizontal coordinates were established by classical geodetic methods
 HU1413.and adjusted by the National Geodetic Survey in January 1992.
 HU1413
 HU1413.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1413.GEOID18 height accuracy estimate available here.
 HU1413
 HU1413.Click photographs - Photos may exist for this station.
 HU1413
 HU1413.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1413
 HU1413. The following values were computed from the NAD 83(1991) position.
 HU1413
 HU1413;                    North         East     Units Scale Factor Converg.
 HU1413;SPC DE       -    66,225.160   221,329.141   MT  1.00000060   +0 09 09.9
 HU1413;SPC DE       -   217,273.71    726,144.02   sFT  1.00000060   +0 09 09.9
 HU1413;UTM  18      - 4,271,999.600   485,036.705   MT  0.99960276   -0 06 25.9
 HU1413
 HU1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8503671999(NAD 83)
 HU1413
 HU1413                          SUPERSEDED SURVEY CONTROL
 HU1413
 HU1413  NAD 83(1986)-  38 35 46.87676(N)    075 10 18.60681(W) AD(       ) 3
 HU1413  NAD 27      -  38 35 46.47100(N)    075 10 19.94900(W) AD(       ) 3
 HU1413
 HU1413.Superseded values are not recommended for survey control.
 HU1413
 HU1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1413.See file dsdata.pdf to determine how the superseded data were derived.
 HU1413
 HU1413_MARKER: 62 = FLAGPOLE
 HU1413
 HU1413  HISTORY     - Date     Condition        Report By
 HU1413  HISTORY     - 1934     FIRST OBSERVED   CGS
 HU1413  HISTORY     - 1943     GOOD             CGS
 HU1413
 HU1413                          STATION DESCRIPTION
 HU1413
 HU1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1413'THE STATION IS A FLAGPOLE IN THE CENTER OF A SMALL SUMMER HOUSE
 HU1413'WHICH STANDS ON A SHORT DOCK ABOUT 10 METERS OFFSHORE FROM A
 HU1413'SMALL POINT OF LAND, ON THE N SHORE OF INDIAN RIVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0176 ***********************************************************************
 HU0176  DESIGNATION -  DOCTOR
 HU0176  PID         -  HU0176
 HU0176  STATE/COUNTY-  DE/SUSSEX
 HU0176  COUNTRY     -  US
 HU0176  USGS QUAD   -  MISPILLION RIVER (2016)
 HU0176
 HU0176                         *CURRENT SURVEY CONTROL
 HU0176  ______________________________________________________________________
 HU0176* NAD 83(1991) POSITION- 38 56 08.47952(N) 075 19 04.82633(W)   ADJUSTED
 HU0176* NAVD 88 ORTHO HEIGHT -     1.723 (meters)        5.65  (feet) ADJUSTED
 HU0176  ______________________________________________________________________
 HU0176  GEOID HEIGHT    -        -35.314 (meters)                     GEOID18
 HU0176  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 HU0176  DYNAMIC HEIGHT  -          1.722 (meters)        5.65  (feet) COMP
 HU0176  MODELED GRAVITY -    980,049.2   (mgal)                       NAVD 88
 HU0176
 HU0176  HORZ ORDER      -  SECOND
 HU0176  VERT ORDER      -  FIRST     CLASS II
 HU0176
 HU0176.The horizontal coordinates were established by classical geodetic methods
 HU0176.and adjusted by the National Geodetic Survey in January 1992.
 HU0176
 HU0176.The orthometric height was determined by differential leveling and
 HU0176.adjusted by the NATIONAL GEODETIC SURVEY
 HU0176.in January 2013.
 HU0176
 HU0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0176.GEOID18 height accuracy estimate available here.
 HU0176
 HU0176.Click photographs - Photos may exist for this station.
 HU0176
 HU0176.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU0176
 HU0176.The dynamic height is computed by dividing the NAVD 88
 HU0176.geopotential number by the normal gravity value computed on the
 HU0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0176.degrees latitude (g = 980.6199 gals.).
 HU0176
 HU0176.The modeled gravity was interpolated from observed gravity values.
 HU0176
 HU0176. The following values were computed from the NAD 83(1991) position.
 HU0176
 HU0176;                    North         East     Units Scale Factor Converg.
 HU0176;SPC DE       -   103,870.570   208,554.194   MT  0.99999590   +0 03 43.2
 HU0176;SPC DE       -   340,782.03    684,231.55   sFT  0.99999590   +0 03 43.2
 HU0176;UTM  18      - 4,309,688.003   472,438.249   MT  0.99960935   -0 11 59.5
 HU0176
 HU0176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0176!SPC DE       -   1.00000527  x   0.99999590  =   1.00000117
 HU0176!UTM  18      -   1.00000527  x   0.99960935  =   0.99961462
 HU0176
 HU0176:                Primary Azimuth Mark                     Grid Az
 HU0176:SPC DE       -  CAPE MAY LIGHTHOUSE                      090 22 38.3
 HU0176:UTM  18      -  CAPE MAY LIGHTHOUSE                      090 38 21.0
 HU0176
 HU0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7243809688(NAD 83)
 HU0176
 HU0176|---------------------------------------------------------------------|
 HU0176| PID    Reference Object                     Distance      Geod. Az  |
 HU0176|                                                           dddmmss.s |
 HU0176| HU1430 MISPILLION RIVER FLASHING LT        APPROX. 1.3 KM 0105425.0 |
 HU0176| HU2823 DOCTOR RM 3                          33.288 METERS 03001     |
 HU0176| JU3367 FOURTEEN FOOT BANK LIGHT            APPROX.17.2 KM 0431354.1 |
 HU0176| HU1432 MISPILLION RIVER JETTY LIGHT        APPROX. 1.7 KM 0862236.8 |
 HU0176| HU1293 CAPE MAY LIGHTHOUSE                 APPROX.31.0 KM 0902621.5 |
 HU0176| HU1343 LEWES MUNICIPAL WATER TANK          APPROX.24.1 KM 1385720.8 |
 HU0176| DC7237 DOCTOR RM 1                          38.213 METERS 22840     |
 HU0176| HU2812 DOCTOR RM 6                          17.462 METERS 23556     |
 HU0176| HU2810 DOCTOR RM 4                          27.680 METERS 30802     |
 HU0176| DC7238 DOCTOR RM 2                          30.410 METERS 32746     |
 HU0176| HU2811 DOCTOR RM 5                          22.454 METERS 33635     |
 HU0176|---------------------------------------------------------------------|
 HU0176
 HU0176                          SUPERSEDED SURVEY CONTROL
 HU0176
 HU0176  NAD 83(1986)-  38 56 08.46858(N)    075 19 04.83332(W) AD(       ) 2
 HU0176  NAD 27      -  38 56 08.06900(N)    075 19 06.14488(W) AD(       ) 2
 HU0176  NAVD 88 (06/15/91)    1.727  (m)            5.67   (f) SUPERSEDED  2 0
 HU0176  NGVD 29               1.97   (m)            6.5    (f) LEVELING    3  
 HU0176  NGVD 29               2.08   (m)            6.8    (f) LEVELING    3  
 HU0176  NGVD 29 (11/26/84)    1.966  (m)            6.45   (f) ADJUSTED    2 0
 HU0176
 HU0176.Superseded values are not recommended for survey control.
 HU0176
 HU0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0176.See file dsdata.pdf to determine how the superseded data were derived.
 HU0176
 HU0176_MARKER: DS = TRIANGULATION STATION DISK
 HU0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0176_STAMPING: DOCTOR 1933
 HU0176_MARK LOGO: CGS
 HU0176_PROJECTION: RECESSED 46 CENTIMETERS
 HU0176_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0176+STABILITY: SURFACE MOTION
 HU0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0176+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2012
 HU0176
 HU0176  HISTORY     - Date     Condition        Report By
 HU0176  HISTORY     - 1933     MONUMENTED       CGS
 HU0176  HISTORY     - 1943     GOOD             CGS
 HU0176  HISTORY     - 1946     GOOD             CGS
 HU0176  HISTORY     - 1962     GOOD             CGS
 HU0176  HISTORY     - 1962     GOOD             CGS
 HU0176  HISTORY     - 1962     GOOD             CGS
 HU0176  HISTORY     - 1969     GOOD             CGS
 HU0176  HISTORY     - 1976     GOOD             NGS
 HU0176  HISTORY     - 1979     GOOD             UDE
 HU0176  HISTORY     - 1980     GOOD             NGS
 HU0176  HISTORY     - 1980     GOOD             LOCENG
 HU0176  HISTORY     - 19830101 GOOD             NOS
 HU0176  HISTORY     - 20120112 GOOD             USFWS
 HU0176  HISTORY     - 20120206 GOOD             DELCOS
 HU0176
 HU0176                          STATION DESCRIPTION
 HU0176
 HU0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HU0176'THIS STATION IS AT FORT SAULSBURY, ON THE W SHORE OF THE
 HU0176'DELAWARE BAY, ABOUT 6 MILES E OF MILFORD, 11 MILES N OF MILTON,
 HU0176'AND 1/2 MILE S OF THE MOUTH OF THE MISPILLION RIVER.
 HU0176'
 HU0176'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 HU0176'DISKS SET IN CONCRETE AS DESCRIBED.
 HU0176'
 HU0176'REFERENCE MARK NO. 1 IS SW OF THE STATION, IN A GROVE OF SMALL
 HU0176'WILLOW TREES, 96 FEET SSW OF A WELL.
 HU0176'
 HU0176'REFERENCE MARK NO. 2 IS NW OF THE STATION, 1 FOOT SW OF THE
 HU0176'SW CORNER OF AN OLD HOUSE, AND 77 FEET N OF A WELL.
 HU0176'
 HU0176'TO REACH FROM MILFORD GO E ABOUT 1 MILE FROM THE MAIN PART OF
 HU0176'TOWN TO CROSSROADS, CONTINUE STRAIGHT AHEAD 6.05 MILES TO A
 HU0176'DRAWBRIDGE OVER A SMALL CREEK.  CROSS BRIDGE, TAKE LEFT FORK AND
 HU0176'PROCEED 0.3 MILE TO POINT WHERE ROAD TURNS RIGHT.  CONTINUE
 HU0176'STRAIGHT AHEAD ABOUT 100 YARDS TO THE STATION.  THE STATION IS
 HU0176'ON A FLAT SANDY AREA ABOUT 100 FEET W OF THE TOP OF THE SLOPE
 HU0176'OF THE BEACH, 77 FEET S OF THE SW CORNER OF AN OLD HOUSE,
 HU0176'AND 65 FEET E OF A WELL.  THE MARK PROJECTS ABOUT 6 INCHES
 HU0176'ABOVE THE GROUND.
 HU0176'
 HU0176'A 90-FOOT TOWER WILL CLEAR ALL LINES.
 HU0176
 HU0176                          STATION RECOVERY (1943)
 HU0176
 HU0176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU0176'RECOVERED AS DESCRIBED WITH THE FOLLOWING DISCREPANCY--
 HU0176'THE OLD HOUSE HAS BEEN TORN DOWN AND THERE ARE FOUR FISHERMENS
 HU0176'HOUSES W OF THE STATION ALONG THE ROAD.
 HU0176'REFERENCE MARK 1 IS 125.41 FEET (38.225 METERS) SW OF THE STATION.
 HU0176'REFERENCE MARK 2 IS 99.79 FEET (30.416 METERS) NW OF THE STATION.
 HU0176'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 172.16 FEET (52.474
 HU0176'METERS).
 HU0176
 HU0176                          STATION RECOVERY (1946)
 HU0176
 HU0176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 HU0176'STATION MARKS AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 HU0176'GOOD CONDITION.  DISTANCES TO REFERENCE MARKS WERE MEASURED
 HU0176'AND FOUND TO BE CORRECT.  THE 1933 DESCRIPTION IS ADEQUATE
 HU0176'EXCEPT FOR THE FOLLOWING CHANGES--
 HU0176'
 HU0176'1.  DELETE 1 FOOT SW OF THE SW CORNER OF AN OLD HOUSE AS THE
 HU0176'OLD HOUSE IS NOW GONE.
 HU0176'
 HU0176'2.  ADD MARK IS ON EXTENSION OF ROAD AND COVERED BY 3 INCHES
 HU0176'OF SAND.
 HU0176'
 HU0176'3.  DELETE 77 FEET S OF THE SW CORNER OF AN OLD HOUSE AS THE
 HU0176'OLD HOUSE IS NOW GONE.
 HU0176'
 HU0176'4.  ADD 221.7 FEET SE OF T ROAD JUNCTION, 200 FEET E OF ROAD TO S.
 HU0176
 HU0176                          STATION RECOVERY (1962)
 HU0176
 HU0176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKW)
 HU0176'THE STATION MARK WAS RECOVERED IN GOOD CONDITION, RM 1 WAS
 HU0176'NOT FOUND.  IT IS BELIEVED TO BE DESTROYED.  THERE HAS BEEN
 HU0176'CONSIDERABLE LEVELING AND BULLDOZING IN THE AREA.  RM 2 WAS
 HU0176'FOUND DESTROYED.  THE DISK WAS REMOVED BY THIS PARTY.  TWO NEW
 HU0176'REFERENCE MARKS WERE ESTABLISHED DURING THIS RECOVERY.  THE
 HU0176'PREVIOUS DESCRIPTIONS ARE INADEQUATE, A NEW DESCRIPTION AS
 HU0176'FOLLOWS.
 HU0176'
 HU0176'THE STATION IS LOCATED ON THE WESTERN SHORE OF DELAWARE BAY,
 HU0176'ABOUT 11 MILES NORTH OF THE TOWN OF MILTON, ABOUT 6 MILES
 HU0176'EAST OF THE TOWN OF MILFORD AND ABOUT 0.5 MILE SOUTH OF THE
 HU0176'MOUTH OF THE MISPILLION RIVER.  IT IS 218.0 FEET SOUTHEAST OF
 HU0176'THE CENTERLINE OF A GRAVEL ROAD INTERSECTION, 166.0 FEET WEST
 HU0176'OF THE BANK OF DELAWARE BAY, 73.0 FEET SOUTH OF THE CENTERLINE
 HU0176'OF A SAND TRAIL, 66.0 FEET SOUTH OF A LARGE WILLOW TREE AND 2.5
 HU0176'FEET WEST OF AN IRON WITNESS POST.  THE STATION IS A STANDARD
 HU0176'DISK, STAMPED DOCTOR 1933 SET IN THE TOP OF A 12 INCH ROUND
 HU0176'CONCRETE MONUMENT, WHICH IS FLUSH WITH THE GROUND.
 HU0176'
 HU0176'RM 3 IS NORTHEAST OF THE STATION, 110.0 FEET WEST OF THE
 HU0176'BANK OF DELAWARE BAY AND 4.0 FEET NORTHWEST OF A WHITE-BARKED
 HU0176'12 INCH TREE.  IT IS MARKED BY A STANDARD DISK, STAMPED DOCTOR
 HU0176'NO 3 1933, SET IN THE TOP OF A 10 INCH ROUND MONUMENT WHICH
 HU0176'PROJECTS 3 INCHES ABOVE THE GROUND.
 HU0176'
 HU0176'RM 4 IS NORTHWEST OF THE STATION, 136.0 FEET SOUTHEAST OF
 HU0176'CENTERLINE OF ROAD INTERSECTION, 20.0 FEET SOUTH OF CENTERLINE OF A
 HU0176'SAND TRAIL, AND 7.0 FEET EAST OF THREE WILLOW
 HU0176'TREES.  IT IS MARKED BY A STANDARD DISK STAMPED DOCTOR NO 4
 HU0176'1933, SET IN THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT WHICH
 HU0176'PROJECTS THREE INCHES ABOVE THE GROUND.
 HU0176'
 HU0176'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 HU0176'14 AND 36 IN MILFORD, GO EAST ON STATE HIGHWAY 36 FOR 5.7
 HU0176'MILES TO A DRAWBRIDGE, THEN CROSS CANAL AND TAKE FIRST UNPAVED ROAD
 HU0176'TO LEFT, THEN GO 0.3 MILE ALONG UNPAVED ROAD TO FLAT SANDY RIDGE
 HU0176'AND STATION SITE.
 HU0176
 HU0176                          STATION RECOVERY (1962)
 HU0176
 HU0176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU0176'THE STATION AND REFERENCE MARKS 1,3,4 WERE RECOVERED AS
 HU0176'DESCRIBED, BUT REFERENCE MARK 1, WAS LAYING ON ITS SIDE.  A
 HU0176'REFERENCE MARKS 5 AND 6 WERE SET AT THE STATION.  A NEW TO REACH
 HU0176'FOLLOWS.
 HU0176'
 HU0176'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 113
 HU0176'AND STATE ROUTE 36 IN MILFORD, DELAWARE, GO EAST ON STATE
 HU0176'ROUTE 36 FOR 1.8 MILES TO A Y-FORK, KEEP RIGHT ON STATE ROUTE
 HU0176'36 FOR 1.2 MILES TO A CROSSROAD, CONTINUE STRAIGHT AHEAD ON
 HU0176'ROUTE 36 FOR 0.45 MILE TO THE CEDAR NECK SCHOOL ON THE RIGHT,
 HU0176'CONTINUE STRAIGHT AHEAD ON ROUTE 36 FOR 2.5 MILES TO BRIDGE
 HU0176'CROSSING THE CANAL.  CROSS BRIDGE AND JUST AFTER CROSSING THERE
 HU0176'IS A Y-FORK, KEEP TO THE LEFT ON DIRT ROAD FOR 0.2 MILE TO A
 HU0176'Y-FORK, KEEP TO THE RIGHT FOR 0.05 MILE TO A CROSSROAD,
 HU0176'CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO THE STATION AS
 HU0176'DESCRIBED.
 HU0176'
 HU0176'THE STATION, IS A STANDARD DISK SET IN THE TOP OF A 10 X 10
 HU0176'INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 HU0176'GROUND, STAMPED DOCTOR 1933.  IT IS 219.0 FEET EAST-SOUTHEAST
 HU0176'OF A ROAD INTERSECTION, 200.3 FEET EAST OF THE APPROXIMATE
 HU0176'CENTER OF A DIRT ROAD, 65.7 FEET SOUTH OF A 4-TRUNK TREE AND
 HU0176'3.5 FEET WEST OF A STANDARD METAL WITNESS POST AND MARKER.
 HU0176'
 HU0176'REFERENCE MARK 3 IS A STANDARD DISK SET IN THE TOP OF A
 HU0176'10-INCH ROUND SOIL PIPE WHICH PROJECTS ABOUT 2 INCHES ABOVE
 HU0176'THE SURFACE OF THE GROUND, STAMPED DOCTOR NO 3 1933.  IT IS 110.0
 HU0176'FEET WEST OF THE BANK OF DELAWARE BAY, 107.0 FEET NORTHEAST
 HU0176'OF A STANDARD METAL WITNESS POST AND MARKER AND 4.0 FEET
 HU0176'NORTHWEST OF A WHITE BARK TREE.
 HU0176'
 HU0176'REFERENCE MARK 4 IS A STANDARD DISK SET IN THE TOP OF A
 HU0176'10-INCH SOIL PIPE WHICH PROJECTS ABOUT 3 INCHES ABOVE THE
 HU0176'SURFACE OF THE GROUND, STAMPED DOCTOR NO 4 1933.  IT IS 136.0
 HU0176'FEET SOUTHEAST OF THE APPROXIMATE CENTER OF ROAD INTERSECTION,
 HU0176'41.3 FEET WEST OF A STANDARD METAL WITNESS POST AND MARKER,
 HU0176'20.0 FEET SOUTH OF THE APPROXIMATE CENTER OF A SAND TRAIL
 HU0176'AND 7.0 FEET EAST OF A GROUP OF 3-WILLOW TREES.
 HU0176'
 HU0176'REFERENCE MARK 5 IS A STANDARD DISK SET IN THE TOP OF A
 HU0176'10 X 10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES
 HU0176'ABOVE THE SURFACE OF THE GROUND, STAMPED DOCTOR NO 5 1933.  IT
 HU0176'IS 173.0 FEET EAST OF THE APPROXIMATE CENTER OF ROAD
 HU0176'INTERSECTION, 15.0 FEET WEST OF A 4-TRUNK WILLOW TREE, 10.0
 HU0176'FEET SOUTH OF A DIM BEACH ROAD AND 2.6 FEET SOUTHEAST OF A
 HU0176'STANDARD METAL WITNESS POST AND MARKER.
 HU0176'
 HU0176'REFERENCE MARK 6 IS A STANDARD DISK SET IN THE TOP OF A
 HU0176'10 X 10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES
 HU0176'ABOVE THE SURFACE OF THE GROUND, STAMPED DOCTOR NO 6 1933.  IT
 HU0176'IS 142.0 FEET EAST OF THE APPROXIMATE CENTER OF A DIRT ROAD,
 HU0176'116.0 FEET SOUTH OF A DIM BEACH ROAD AND 101.0 FEET
 HU0176'SOUTH-SOUTHWEST OF A 4-TRUNK WILLOW TREE.
 HU0176'
 HU0176'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HU0176
 HU0176                          STATION RECOVERY (1962)
 HU0176
 HU0176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HU0176'1.7 MI NW FROM SLAUGHTER BEACH.
 HU0176'1.7 MILES NORTHWEST ALONG BLACKTOPPED ROAD FROM THE FIRE HOUSE AT
 HU0176'SLAUGHTER BEACH, 221 FEET SOUTHEAST OF A T ROAD JUNCTION, 200 FEET
 HU0176'EAST OF A NORTH AND SOUTH SAND ROAD AND 3 FEET WEST OF A METAL
 HU0176'WITNESS SIGN.  SET IN A CONCRETE POST ABOUT 3 INCHES BELOW THE
 HU0176'SURFACE.NOTE-THE MARK IS ON AN OPEN SAND BEACH AND THE DEPTH MAY VARY
 HU0176'WITH EACH HIGH TIDE.
 HU0176
 HU0176                          STATION RECOVERY (1969)
 HU0176
 HU0176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 HU0176'STATION MARK, R.M.S 3, 4, AND 6 WERE RECOVERED IN GOOD
 HU0176'CONDITION.  R.M. 5 IS BELIEVED TO BE INTACT BUT COVERED BY
 HU0176'ROCKS IN A ROCK GARDEN.  THE RECOVERY NOTES BY J.K.W. AND
 HU0176'R.W.T. IN 1962 ARE ADEQUATE WITH THE FOLLOWING ADDITIONAL
 HU0176'INFORMATION--THE STATION MARK IS 2-1/2 TENTHS BEYOND THE Y
 HU0176'FORK, 175.0 FEET WEST OF MEAN HIGH-WATER LINE, 46.3 FEET
 HU0176'NORTHWEST OF NORTHWEST CORNER OF A PINK TWO-STORY HOUSE AND IS
 HU0176'ONE FOOT BELOW THE SURFACE OF THE GROUND.  R.M. 3 IS 124.0
 HU0176'FEET WEST OF THE MEAN HIGH-WATER LINE, 68.5 FEET EAST OF
 HU0176'SOUTHEAST CORNER OF TIN BUILDING, 24.0 FEET NORTH OF THE
 HU0176'CENTERLINE OF DIRT DRIVE AND IS FLUSH WITH THE GROUND.
 HU0176'R.M. 4 IS 55.5 FEET SOUTH OF SOUTHWEST CORNER OF TIN
 HU0176'BUILDING, 28.0 FEET SOUTH OF THE CENTERLINE OF DIRT DRIVE
 HU0176'AND PROJECTS 0.2 FOOT ABOVE THE GROUND.  R.M. 6 IS 89.0
 HU0176'FEET SOUTH OF A LARGE THREE-PRONGED WILLOW TREE, 82.0 FEET
 HU0176'WEST OF NORTHWEST CORNER OF PINK HOUSE AND PROJECTS 0.3 FOOT
 HU0176'ABOVE THE GROUND.
 HU0176
 HU0176                          STATION RECOVERY (1976)
 HU0176
 HU0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JDS)
 HU0176'STATION MARK, R.M. 3, R.M. 4, AND R.M. 6 WERE RECOVERED IN
 HU0176'GOOD CONDITION.  THE RECOVERY NOTE BY J.K.W. IN 1969 IS ADEQUATE.
 HU0176'
 HU0176'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU0176'AT SLAUGHTER BEACH.
 HU0176
 HU0176                          STATION RECOVERY (1979)
 HU0176
 HU0176'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1979
 HU0176'RECOVERED IN GOOD CONDITION.
 HU0176
 HU0176                          STATION RECOVERY (1980)
 HU0176
 HU0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 HU0176'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HU0176
 HU0176                          STATION RECOVERY (1980)
 HU0176
 HU0176'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (WW)
 HU0176'RECOVERED BY VANDEMARK LYNCH INC.
 HU0176'DOCTOR 1933 GOOD.
 HU0176'DOCTOR NO 3-1933 GOOD.
 HU0176'DOCTOR NO 4-1933 GOOD.
 HU0176'DOCTOR NO 6-1933 GOOD.
 HU0176'STATION AND REFERENCE MARKS ADEQUATELY DESCRIBED.
 HU0176
 HU0176                          STATION RECOVERY (1983)
 HU0176
 HU0176'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983
 HU0176'THE STATION IS LOCATED ON THE WESTERN SHORE OF DELAWARE BAY, ABOUT 11
 HU0176'MI N OF THE TOWN OF MILTON, ABOUT 6 MI E OF THE TOWN OF MILFORD AND
 HU0176'ABOUT 0.5 MI S OF THE MOUTH OF THE MISPILLION RIVER.
 HU0176'TO REACH STATION FROM THE JUNCTIONS OF U.S. HWY 113 AND STATE ROUTE 36
 HU0176'IN MILFORD, GO E ON STATE ROUTE 36 FOR 1.8 MI TO A Y-FORK, KEEP RIGHT
 HU0176'ON STATE ROUTE 36 FOR 1.2 MI TO A CROSSROAD, CONTINUE STRAIGHT AHEAD
 HU0176'ON ROUTE 36 FOR 0.45 MI TO THE CEDAR NECK SCHOOL ON THE RIGHT,
 HU0176'CONTINUE STRAIGHT AHEAD ON ROUTE 36 FOR 2.5 MI TO BRIDGE CROSSING THE
 HU0176'CANAL.  CROSS BRIDGE AND JUST AFTER CROSSING THERE IS A Y-FORK, KEEP
 HU0176'TO THE LEFT ON DIRT ROAD FOR 0.2 MI TO A Y-FORK, KEEP TO THE RIGHT FOR
 HU0176'0.05 MI TO A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 0.05 MI TO THE
 HU0176'STATION.
 HU0176'STATION MARK IS A STANDARD CGS BRONZE DISK 0.5 M (1.6 FT) BELOW THE
 HU0176'GROUND.  IT IS LOCATED 66.752 M (219.0 FT) ESE OF A ROAD INTERSECTION
 HU0176'AND 61.052 M (200.3 FT) E OF THE APPROXIMATE CENTER OF DIRT ROAD.
 HU0176'RM 3 IS A STANDARD DISK STAMPED---DOCTOR NO 3 1933---, SET IN THE TOP
 HU0176'OF A 10-INCH ROUND SOIL PIPE WHICH PROJECTS ABOUT 2-INCHES ABOVE THE
 HU0176'SURFACE OF THE GROUND.  IT IS LOCATED 33.528 M (110.0 FT) W OF THE
 HU0176'BANK OF THE DELAWARE BAY, 32.614 M (107.0 FT) NE OF A WITNESS POST AND
 HU0176'33.221 M (109.0 FT) NE OF THE STATION.
 HU0176'SEE COMPLETE STATION DESCRIPTIONS FOR RMS 4, 5 AND 6 INFORMATION.
 HU0176
 HU0176                          STATION RECOVERY (2012)
 HU0176
 HU0176'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2012 (MJH)
 HU0176'RECOVERED AS DESCRIBED.
 HU0176
 HU0176                          STATION RECOVERY (2012)
 HU0176
 HU0176'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0176'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2810 ***********************************************************************
 HU2810  DESIGNATION -  DOCTOR RM 4
 HU2810  PID         -  HU2810
 HU2810  STATE/COUNTY-  DE/SUSSEX
 HU2810  COUNTRY     -  US
 HU2810  USGS QUAD   -  MISPILLION RIVER (2016)
 HU2810
 HU2810                         *CURRENT SURVEY CONTROL
 HU2810  ______________________________________________________________________
 HU2810* NAD 83(1991) POSITION- 38 56 09.03262(N) 075 19 05.73150(W)   ADJUSTED
 HU2810* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 HU2810  ______________________________________________________________________
 HU2810  GEOID HEIGHT    -        -35.314 (meters)                     GEOID18
 HU2810  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 HU2810  HORZ ORDER      -  THIRD
 HU2810
 HU2810.The horizontal coordinates were established by classical geodetic methods
 HU2810.and adjusted by the National Geodetic Survey in June 1992.
 HU2810
 HU2810.The orthometric height was scaled from a topographic map.
 HU2810
 HU2810.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2810.GEOID18 height accuracy estimate available here.
 HU2810
 HU2810.Click photographs - Photos may exist for this station.
 HU2810
 HU2810.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2810
 HU2810. The following values were computed from the NAD 83(1991) position.
 HU2810
 HU2810;                    North         East     Units Scale Factor Converg.
 HU2810;SPC DE       -   103,887.603   208,532.375   MT  0.99999590   +0 03 42.6
 HU2810;SPC DE       -   340,837.91    684,159.97   sFT  0.99999590   +0 03 42.6
 HU2810;UTM  18      - 4,309,705.129   472,416.516   MT  0.99960937   -0 12 00.0
 HU2810
 HU2810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2810!SPC DE       -   1.00000527  x   0.99999590  =   1.00000117
 HU2810!UTM  18      -   1.00000527  x   0.99960937  =   0.99961463
 HU2810
 HU2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7241609705(NAD 83)
 HU2810
 HU2810                          SUPERSEDED SURVEY CONTROL
 HU2810
 HU2810.No superseded survey control is available for this station.
 HU2810
 HU2810_MARKER: DR = REFERENCE MARK DISK
 HU2810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2810_STAMPING: DOCTOR NO 4 1933
 HU2810_MARK LOGO: CGS
 HU2810_PROJECTION: PROJECTING 8 CENTIMETERS
 HU2810_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2810+STABILITY: SURFACE MOTION
 HU2810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2810+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2001
 HU2810
 HU2810  HISTORY     - Date     Condition        Report By
 HU2810  HISTORY     - 1933     MONUMENTED       CGS
 HU2810  HISTORY     - 20010218 GOOD             USPSQD
 HU2810  HISTORY     - 20120210 MARK NOT FOUND   DELCOS
 HU2810
 HU2810                          STATION DESCRIPTION
 HU2810
 HU2810'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HU2810'THE STATION IS LOCATED ON THE WESTERN SHORELING OF THE DELAWARE BAY,
 HU2810'ABOUT 11 MI N FROM THE TOWN OF MILTON, ABOUT 6 MI E FROM THE TOWN OF
 HU2810'MILFORD, AND ABOUT 0.5 MI S FROM THE MOUTH OF MISPILLION RIVER.
 HU2810'TO REACH STATION FROM THE JUNCTION OF U.S. HWY 113 AND DE 36 IN
 HU2810'MILFORD, GO E ON DE 36 FOR 1.8 MI TO A Y-FORK.  KEEP RIGHT ON DE 36
 HU2810'FOR 0.45 MI TO THE CEDAR NECK SCHOOL ON THE RIGHT.  CONTINUE AHEAD ON
 HU2810'DE 36 FOR 2.5 MI TO A BRIDGE CROSSING THE CANAL, CROSS BRIDGE AND JUST
 HU2810'AFTER CROSSING, THERE IS A Y-FORK, KEEP TO THE LEFT ON A DIRT ROAD TO
 HU2810'A Y-FORK, KEEP TO THE RIGHT FOR 0.05 MI TO A CROSSROAD.  CONTINUE
 HU2810'STRAIGHT AHEAD FOR 0.05 MI TO THE STATION AS DESCRIBED.
 HU2810'STATION MARK IS A STANDARD CGS REFERENCE DISK SET FLUSH WITH THE
 HU2810'GROUND.  IT IS LOCATED 16.92 M (55.5 FT) S FROM THE SW CORNER OF A TIN
 HU2810'BUILDING, 8.53 M (28.0 FT) S FROM THE CENTERLINE OF THE DIRT DRIVE,
 HU2810'41.45 M (136.0 FT) SE FROM THE APPROXIMATE CEMTER OF A ROAD
 HU2810'INTERSECTION, 6.10 M (20.0 FT) S OF THE APPROXIMATE CENTER OF A SAND
 HU2810'TRAIL, AND 27.6 M (90.6 FT) NW FROM STATION---DOCTOR 1933---.
 HU2810
 HU2810                          STATION RECOVERY (2001)
 HU2810
 HU2810'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HU2810'RECOVERED IN GOOD CONDITION.
 HU2810
 HU2810                          STATION RECOVERY (2012)
 HU2810
 HU2810'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU2810'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2811 ***********************************************************************
 HU2811  DESIGNATION -  DOCTOR RM 5
 HU2811  PID         -  HU2811
 HU2811  STATE/COUNTY-  DE/SUSSEX
 HU2811  COUNTRY     -  US
 HU2811  USGS QUAD   -  MISPILLION RIVER (2016)
 HU2811
 HU2811                         *CURRENT SURVEY CONTROL
 HU2811  ______________________________________________________________________
 HU2811* NAD 83(1991) POSITION- 38 56 09.14766(N) 075 19 05.19690(W)   ADJUSTED
 HU2811* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 HU2811  ______________________________________________________________________
 HU2811  GEOID HEIGHT    -        -35.314 (meters)                     GEOID18
 HU2811  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 HU2811  HORZ ORDER      -  THIRD
 HU2811
 HU2811.The horizontal coordinates were established by classical geodetic methods
 HU2811.and adjusted by the National Geodetic Survey in June 1992.
 HU2811
 HU2811.The orthometric height was scaled from a topographic map.
 HU2811
 HU2811.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2811.GEOID18 height accuracy estimate available here.
 HU2811
 HU2811.Click photographs - Photos may exist for this station.
 HU2811
 HU2811.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2811
 HU2811. The following values were computed from the NAD 83(1991) position.
 HU2811
 HU2811;                    North         East     Units Scale Factor Converg.
 HU2811;SPC DE       -   103,891.164   208,545.247   MT  0.99999590   +0 03 43.0
 HU2811;SPC DE       -   340,849.59    684,202.20   sFT  0.99999590   +0 03 43.0
 HU2811;UTM  18      - 4,309,708.630   472,429.399   MT  0.99960936   -0 11 59.7
 HU2811
 HU2811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2811!SPC DE       -   1.00000527  x   0.99999590  =   1.00000117
 HU2811!UTM  18      -   1.00000527  x   0.99960936  =   0.99961462
 HU2811
 HU2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7242909708(NAD 83)
 HU2811
 HU2811                          SUPERSEDED SURVEY CONTROL
 HU2811
 HU2811.No superseded survey control is available for this station.
 HU2811
 HU2811_MARKER: DR = REFERENCE MARK DISK
 HU2811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2811_STAMPING: DOCTOR NO 5 1933
 HU2811_MARK LOGO: CGS
 HU2811_PROJECTION: PROJECTING 10 CENTIMETERS
 HU2811_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2811+STABILITY: SURFACE MOTION
 HU2811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2811+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2001
 HU2811
 HU2811  HISTORY     - Date     Condition        Report By
 HU2811  HISTORY     - 1933     MONUMENTED       CGS
 HU2811  HISTORY     - 20010218 GOOD             USPSQD
 HU2811  HISTORY     - 20120210 MARK NOT FOUND   DELCOS
 HU2811
 HU2811                          STATION DESCRIPTION
 HU2811
 HU2811'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HU2811'THE STATION IS LOCATED ON THE WESTERN SHORELING OF THE DELAWARE BAY,
 HU2811'ABOUT 11 MI N FROM THE TOWN OF MILTON, ABOUT 6 MI E FROM THE TOWN OF
 HU2811'MILFORD, AND ABOUT 0.5 MI S FROM THE MOUTH OF MISPILLION RIVER.
 HU2811'TO REACH STATION FROM THE JUNCTION OF U.S. HWY 113 AND DE 36 IN
 HU2811'MILFORD, GO E ON DE 36 FOR 1.8 MI TO A Y-FORK.  KEEP RIGHT ON DE 36
 HU2811'FOR 0.45 MI TO THE CEDAR NECK SCHOOL ON THE RIGHT.  CONTINUE AHEAD ON
 HU2811'DE 36 FOR 2.5 MI TO A BRIDGE CROSSING THE CANAL, CROSS BRIDGE AND JUST
 HU2811'AFTER CROSSING, THERE IS A Y-FORK, KEEP TO THE LEFT ON A DIRT ROAD TO
 HU2811'A Y-FORK, KEEP TO THE RIGHT FOR 0.05 MI TO A CROSSROAD.  CONTINUE
 HU2811'STRAIGHT AHEAD FOR 0.05 MI TO THE STATION AS DESCRIBED.
 HU2811'STATION MARK IS A STANDARD CGS REFERENCE DISK RECESSED 30 CM BELOW THE
 HU2811'GROUND.  IT IS LOCATED 52.73 M (173.0 FT) E FROM THE APPROXIMATE
 HU2811'CENTER OF THE ROAD INTERSECTION, 3.05 M (10.0 FT) S FROM A DIM BEACH
 HU2811'ROAD, AND 22.355 M (73.3 FT) NNW FROM STATION---DOCTOR 1933---.
 HU2811
 HU2811                          STATION RECOVERY (2001)
 HU2811
 HU2811'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HU2811'RECOVERED IN GOOD CONDITION.
 HU2811
 HU2811                          STATION RECOVERY (2012)
 HU2811
 HU2811'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU2811'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2812 ***********************************************************************
 HU2812  DESIGNATION -  DOCTOR RM 6
 HU2812  PID         -  HU2812
 HU2812  STATE/COUNTY-  DE/SUSSEX
 HU2812  COUNTRY     -  US
 HU2812  USGS QUAD   -  MISPILLION RIVER (2016)
 HU2812
 HU2812                         *CURRENT SURVEY CONTROL
 HU2812  ______________________________________________________________________
 HU2812* NAD 83(1991) POSITION- 38 56 08.16227(N) 075 19 05.42687(W)   NO CHECK
 HU2812* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 HU2812  ______________________________________________________________________
 HU2812  GEOID HEIGHT    -        -35.314 (meters)                     GEOID18
 HU2812  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 HU2812  HORZ ORDER      -  THIRD
 HU2812
 HU2812.The horizontal coordinates were established by classical geodetic methods
 HU2812.and adjusted by the National Geodetic Survey in June 1992.
 HU2812
 HU2812.No horizontal observational check was made to the station.
 HU2812
 HU2812.The orthometric height was scaled from a topographic map.
 HU2812
 HU2812.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2812.GEOID18 height accuracy estimate available here.
 HU2812
 HU2812.Click photographs - Photos may exist for this station.
 HU2812
 HU2812.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2812
 HU2812. The following values were computed from the NAD 83(1991) position.
 HU2812
 HU2812;                    North         East     Units Scale Factor Converg.
 HU2812;SPC DE       -   103,860.772   208,539.741   MT  0.99999590   +0 03 42.8
 HU2812;SPC DE       -   340,749.88    684,184.13   sFT  0.99999590   +0 03 42.8
 HU2812;UTM  18      - 4,309,678.275   472,423.757   MT  0.99960936   -0 11 59.8
 HU2812
 HU2812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2812!SPC DE       -   1.00000527  x   0.99999590  =   1.00000117
 HU2812!UTM  18      -   1.00000527  x   0.99960936  =   0.99961462
 HU2812
 HU2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7242309678(NAD 83)
 HU2812
 HU2812                          SUPERSEDED SURVEY CONTROL
 HU2812
 HU2812.No superseded survey control is available for this station.
 HU2812
 HU2812_MARKER: DR = REFERENCE MARK DISK
 HU2812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2812_STAMPING: DOCTOR NO 6 1933
 HU2812_MARK LOGO: CGS
 HU2812_PROJECTION: PROJECTING 8 CENTIMETERS
 HU2812_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2812+STABILITY: SURFACE MOTION
 HU2812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2812+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2001
 HU2812
 HU2812  HISTORY     - Date     Condition        Report By
 HU2812  HISTORY     - 1933     MONUMENTED       CGS
 HU2812  HISTORY     - 20010218 GOOD             USPSQD
 HU2812  HISTORY     - 20120210 MARK NOT FOUND   DELCOS
 HU2812
 HU2812                          STATION DESCRIPTION
 HU2812
 HU2812'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HU2812'THE STATION IS LOCATED ON THE WESTERN SHORELING OF THE DELAWARE BAY,
 HU2812'ABOUT 11 MI N FROM THE TOWN OF MILTON, ABOUT 6 MI E FROM THE TOWN OF
 HU2812'MILFORD, AND ABOUT 0.5 MI S FROM THE MOUTH OF MISPILLION RIVER.
 HU2812'TO REACH STATION FROM THE JUNCTION OF U.S. HWY 113 AND DE 36 IN
 HU2812'MILFORD, GO E ON DE 36 FOR 1.8 MI TO A Y-FORK.  KEEP RIGHT ON DE 36
 HU2812'FOR 0.45 MI TO THE CEDAR NECK SCHOOL ON THE RIGHT.  CONTINUE AHEAD ON
 HU2812'DE 36 FOR 2.5 MI TO A BRIDGE CROSSING THE CANAL, CROSS BRIDGE AND JUST
 HU2812'AFTER CROSSING, THERE IS A Y-FORK, KEEP TO THE LEFT ON A DIRT ROAD TO
 HU2812'A Y-FORK, KEEP TO THE RIGHT FOR 0.05 MI TO A CROSSROAD.  CONTINUE
 HU2812'STRAIGHT AHEAD FOR 0.05 MI TO THE STATION AS DESCRIBED.
 HU2812'STATION MARK IS A STANDARD CGS REFERENCE DISK SET FLUSH WITH THE
 HU2812'GROUND.  IT IS LOCATED 24.99 M (82.0 FT) W FROM THE NW CORNER OF A
 HU2812'PINK HOUSE, 43.28 M (142.0 FT) E FROM THE APPROXIMATE CENTER OF A DIRT
 HU2812'ROAD, 35.36 M (116.0 FT) S FROM A DIM BEACH ROAD, AND 17.335 M
 HU2812'(56.9 FT) STATION---DOCTOR 1933---.
 HU2812
 HU2812                          STATION RECOVERY (2001)
 HU2812
 HU2812'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HU2812'RECOVERED IN GOOD CONDITION.
 HU2812
 HU2812                          STATION RECOVERY (2012)
 HU2812
 HU2812'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU2812'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DC7239 ***********************************************************************
 DC7239  HT_MOD      -  This is a Height Modernization Survey Station.
 DC7239  DESIGNATION -  DODD RM 1
 DC7239  PID         -  DC7239
 DC7239  STATE/COUNTY-  DE/SUSSEX
 DC7239  COUNTRY     -  US
 DC7239  USGS QUAD   -  SHARPTOWN (2016)
 DC7239
 DC7239                         *CURRENT SURVEY CONTROL
 DC7239  ______________________________________________________________________
 DC7239* NAD 83(2011) POSITION- 38 37 10.19054(N) 075 42 21.92837(W)   ADJUSTED
 DC7239* NAD 83(2011) ELLIP HT-   -23.590 (meters)        (12/20/17)   ADJUSTED
 DC7239* NAD 83(2011) EPOCH   -  2010.00
 DC7239* NAVD 88 ORTHO HEIGHT -    11.93  (meters)       39.1   (feet) GPS OBS
 DC7239  ______________________________________________________________________
 DC7239  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DC7239  GEOID HEIGHT    -        -35.503 (meters)                     GEOID12B
 DC7239  GEOID HEIGHT    -        -35.511 (meters)                     GEOID18
 DC7239  NAD 83(2011) X  -  1,231,957.282 (meters)                     COMP
 DC7239  NAD 83(2011) Y  - -4,835,308.636 (meters)                     COMP
 DC7239  NAD 83(2011) Z  -  3,959,387.393 (meters)                     COMP
 DC7239  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 DC7239
 DC7239  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DC7239  Standards:
 DC7239         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DC7239            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DC7239  -------------------------------------------------------------------
 DC7239  NETWORK    0.61   0.78           0.26   0.24   0.40      0.02573544
 DC7239  -------------------------------------------------------------------
 DC7239  Click here for local accuracies and other accuracy information.
 DC7239
 DC7239.The horizontal coordinates were established by GPS observations
 DC7239.and adjusted by the MASER CONSULTING in December 2017.
 DC7239
 DC7239.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DC7239.been affixed to the stable North American tectonic plate. See 
 DC7239.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DC7239
 DC7239.The horizontal coordinates are valid at the epoch date displayed above
 DC7239.which is a decimal equivalence of Year/Month/Day.
 DC7239
 DC7239.The orthometric height was determined by GPS observations and a
 DC7239.high-resolution geoid model using precise GPS observation and
 DC7239.processing techniques.
 DC7239
 DC7239.Significant digits in the geoid height do not necessarily reflect accuracy.
 DC7239.GEOID18 height accuracy estimate available here.
 DC7239
 DC7239.Click photographs - Photos may exist for this station.
 DC7239
 DC7239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DC7239
 DC7239.The Laplace correction was computed from DEFLEC18 derived deflections.
 DC7239
 DC7239.The ellipsoidal height was determined by GPS observations
 DC7239.and is referenced to NAD 83.
 DC7239
 DC7239. The following values were computed from the NAD 83(2011) position.
 DC7239
 DC7239;                    North         East     Units Scale Factor Converg.
 DC7239;SPC DE       -    68,805.054   174,794.566   MT  1.00000282   -0 10 50.3
 DC7239;SPC DE       -   225,737.91    573,471.84   sFT  1.00000282   -0 10 50.3
 DC7239;UTM  18      - 4,274,789.582   438,531.858   MT  0.99964653   -0 26 26.6
 DC7239
 DC7239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DC7239!SPC DE       -   1.00000370  x   1.00000282  =   1.00000652
 DC7239!UTM  18      -   1.00000370  x   0.99964653  =   0.99965023
 DC7239
 DC7239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3853174789(NAD 83)
 DC7239
 DC7239                          SUPERSEDED SURVEY CONTROL
 DC7239
 DC7239.No superseded survey control is available for this station.
 DC7239
 DC7239_MARKER: DR = REFERENCE MARK DISK
 DC7239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC7239_STAMPING: DODD NO 1 1961
 DC7239_MARK LOGO: CGS
 DC7239_PROJECTION: FLUSH
 DC7239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC7239+STABILITY: SURFACE MOTION
 DC7239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DC7239+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2022
 DC7239
 DC7239  HISTORY     - Date     Condition        Report By
 DC7239  HISTORY     - 1962     MONUMENTED       CGS
 DC7239  HISTORY     - 20131016 GOOD             DELCOS
 DC7239  HISTORY     - 20221104 GOOD             USPSQD
 DC7239
 DC7239                          STATION DESCRIPTION
 DC7239
 DC7239'DESCRIBED BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DC7239'THE STATION IS LOCATED ABOUT 7.7 MI (12.3 KM) EAST-NORTHEAST OF
 DC7239'RHODESDALE, 6.3 MI (10.2 KM) SOUTHEAST OF FEDERALSBURG AND 5.4 MI (8.6
 DC7239'KM) NORTH OF SHARPTOWN.    TO REACH FROM THE INTERSECTION OF STATE
 DC7239'HIGHWAY 13 AND ROUTE 20 (STEIN HIGHWAY) PROCEED WEST ON STEIN HIGHWAY
 DC7239'FOR 6.3 MI (10.1 KM) THEN TURN LEFT ONTO GALESTOWN/RELIANCE ROAD (RD
 DC7239'550) FOR 1.1 MI (1.8 KM) TO THE STATION ON THE LEFT.   IT IS 183 FT
 DC7239'(55.8 M) SOUTH OF A POWER LINE POLE NUMBERED 68392, 95.2 FT (29.0 M)
 DC7239'NORTH OF A POWER LINE POLE NUMBERED 68391, 54.5 FT (16.6 M) EAST OF AN
 DC7239'ORANGE FIBERGLASS WITNESS POST, 27.2 FT (8.3 M) EAST OF CENTER OF
 DC7239'GALESTOWN/RELIANCE ROAD AND SET IN THE TOP OF A 12-IN (30 CM) SQUARE
 DC7239'CONCRETE POST AND ABOUT 0.1 FT (3 CM) LOWER THAN THE GROUND.
 DC7239
 DC7239                          STATION RECOVERY (2022)
 DC7239
 DC7239'RECOVERY NOTE BY US POWER SQUADRON 2022 (DLT)
 DC7239'RECOVERED AS DESCRIBED.  FLUSH WITH THE SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2524 ***********************************************************************
 JU2524  DESIGNATION -  DOGER
 JU2524  PID         -  JU2524
 JU2524  STATE/COUNTY-  DE/NEW CASTLE
 JU2524  COUNTRY     -  US
 JU2524  USGS QUAD   -  DELAWARE CITY (2016)
 JU2524
 JU2524                         *CURRENT SURVEY CONTROL
 JU2524  ______________________________________________________________________
 JU2524* NAD 83(1991) POSITION- 39 35 19.31982(N) 075 33 54.76377(W)   ADJUSTED
 JU2524* NAVD 88 ORTHO HEIGHT -     2.4   (meters)        8.    (feet) VERTCON3
 JU2524  ______________________________________________________________________
 JU2524  GEOID HEIGHT    -        -33.344 (meters)                     GEOID18
 JU2524  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC18
 JU2524  HORZ ORDER      -  THIRD
 JU2524
 JU2524.The horizontal coordinates were established by classical geodetic methods
 JU2524.and adjusted by the National Geodetic Survey in January 1992.
 JU2524
 JU2524.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2524
 JU2524.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2524.GEOID18 height accuracy estimate available here.
 JU2524
 JU2524.Click photographs - Photos may exist for this station.
 JU2524
 JU2524.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2524
 JU2524. The following values were computed from the NAD 83(1991) position.
 JU2524
 JU2524;                    North         East     Units Scale Factor Converg.
 JU2524;SPC DE       -   176,373.745   187,239.411   MT  0.99999700   -0 05 40.8
 JU2524;SPC DE       -   578,652.86    614,301.30   sFT  0.99999700   -0 05 40.8
 JU2524;SPC NJ       -    84,394.108    58,502.177   MT  1.00000304   -0 40 44.0
 JU2524;SPC NJ       -   276,883.00    191,935.89   sFT  1.00000304   -0 40 44.0
 JU2524;UTM  18      - 4,382,261.121   451,465.294   MT  0.99962900   -0 21 36.7
 JU2524
 JU2524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2524!SPC DE       -   1.00000486  x   0.99999700  =   1.00000186
 JU2524!SPC NJ       -   1.00000486  x   1.00000304  =   1.00000790
 JU2524!UTM  18      -   1.00000486  x   0.99962900  =   0.99963386
 JU2524
 JU2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5146582261(NAD 83)
 JU2524
 JU2524                          SUPERSEDED SURVEY CONTROL
 JU2524
 JU2524  NAD 83(1986)-  39 35 19.31271(N)    075 33 54.77205(W) AD(       ) 3
 JU2524  NGVD 29 (06/08/88)    2.6    (m)            9.     (f) VERT ANG       
 JU2524
 JU2524.Superseded values are not recommended for survey control.
 JU2524
 JU2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2524.See file dsdata.pdf to determine how the superseded data were derived.
 JU2524
 JU2524_MARKER: DD = SURVEY DISK
 JU2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2524_STAMPING: DOGER 1983
 JU2524_MARK LOGO: NOS
 JU2524_PROJECTION: FLUSH
 JU2524_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JU2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2524+STABILITY: SURFACE MOTION
 JU2524
 JU2524  HISTORY     - Date     Condition        Report By
 JU2524  HISTORY     - 1983     MONUMENTED       NOS
 JU2524  HISTORY     - 19970831 MARK NOT FOUND   USPSQD
 JU2524
 JU2524                          STATION DESCRIPTION
 JU2524
 JU2524'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (WVH)
 JU2524'THE STATION IS LOCATED ON THE
 JU2524'SOUTHEASTERNMOST POINT OF SOLID LAND ON PEA PATCH ISLAND
 JU2524'IN DELAWARE RIVER.
 JU2524'
 JU2524'TO REACH THE STATION FROM THE MOUTH OF SALEM RIVER, GO BY
 JU2524'BOAT 5.8 KM (3.6 MILES) NORTHWEST TO THE SOUTHEAST END OF PEA
 JU2524'PATCH ISLAND AND THE STATION ON THE GRASSY BLUFF
 JU2524'SOUTH FROM FORT DELAWARE LIGHT.
 JU2524'
 JU2524'THE STATION IS A STANDARD NOS DISK
 JU2524'STAMPED---DOGER 1983---,
 JU2524'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER
 JU2524'FLUSH WITH GROUND.  IT IS LOCATED ABOUT
 JU2524'90 METERS (300 FT) EAST FROM THE EAST CORNER OF FORT DELAWARE,
 JU2524'3.6 METERS (11.8 FT) WEST FROM THE TOP OF THE BLUFF, AND
 JU2524'1.0 METER (3.3 FT) WEST FROM A STANDARD NOS WITNESS POST SIGN.
 JU2524'
 JU2524'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.69 METERS.
 JU2524
 JU2524                          STATION RECOVERY (1997)
 JU2524
 JU2524'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2524'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DG8051 ***********************************************************************
 DG8051  DESIGNATION -  DOT 1
 DG8051  PID         -  DG8051
 DG8051  STATE/COUNTY-  DE/KENT
 DG8051  COUNTRY     -  US
 DG8051  USGS QUAD   -  DOVER (2016)
 DG8051
 DG8051                         *CURRENT SURVEY CONTROL
 DG8051  ______________________________________________________________________
 DG8051* NAD 83(2011) POSITION- 39 13 02.66682(N) 075 35 27.17841(W)   ADJUSTED
 DG8051* NAD 83(2011) ELLIP HT-   -19.525 (meters)        (06/27/12)   ADJUSTED
 DG8051* NAD 83(2011) EPOCH   -  2010.00
 DG8051* NAVD 88 ORTHO HEIGHT -    14.523 (meters)       47.65  (feet) ADJUSTED
 DG8051  ______________________________________________________________________
 DG8051  GEOID HEIGHT    -        -34.090 (meters)                     GEOID18
 DG8051  NAD 83(2011) X  -  1,231,301.892 (meters)                     COMP
 DG8051  NAD 83(2011) Y  - -4,792,438.225 (meters)                     COMP
 DG8051  NAD 83(2011) Z  -  4,011,033.044 (meters)                     COMP
 DG8051  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 DG8051  DYNAMIC HEIGHT  -         14.515 (meters)       47.62  (feet) COMP
 DG8051  MODELED GRAVITY -    980,097.9   (mgal)                       NAVD 88
 DG8051
 DG8051  VERT ORDER      -  FIRST     CLASS II
 DG8051
 DG8051  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG8051  Standards:
 DG8051         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG8051            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG8051  -------------------------------------------------------------------
 DG8051  NETWORK    0.37   0.61           0.17   0.13   0.31      0.02734370
 DG8051  -------------------------------------------------------------------
 DG8051  Click here for local accuracies and other accuracy information.
 DG8051
 DG8051.The horizontal coordinates were established by GPS observations
 DG8051.and adjusted by the National Geodetic Survey in June 2012.
 DG8051
 DG8051.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG8051.been affixed to the stable North American tectonic plate. See 
 DG8051.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG8051
 DG8051.The horizontal coordinates are valid at the epoch date displayed above
 DG8051.which is a decimal equivalence of Year/Month/Day.
 DG8051
 DG8051.The orthometric height was determined by differential leveling and
 DG8051.adjusted by the NATIONAL GEODETIC SURVEY
 DG8051.in December 2004.
 DG8051
 DG8051.No vertical observational check was made to the station.
 DG8051
 DG8051.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8051.GEOID18 height accuracy estimate available here.
 DG8051
 DG8051.Click photographs - Photos may exist for this station.
 DG8051
 DG8051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8051
 DG8051.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG8051
 DG8051.The ellipsoidal height was determined by GPS observations
 DG8051.and is referenced to NAD 83.
 DG8051
 DG8051.The dynamic height is computed by dividing the NAVD 88
 DG8051.geopotential number by the normal gravity value computed on the
 DG8051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8051.degrees latitude (g = 980.6199 gals.).
 DG8051
 DG8051.The modeled gravity was interpolated from observed gravity values.
 DG8051
 DG8051. The following values were computed from the NAD 83(2011) position.
 DG8051
 DG8051;                    North         East     Units Scale Factor Converg.
 DG8051;SPC DE       -   135,155.796   184,954.639   MT  0.99999779   -0 06 36.5
 DG8051;SPC DE       -   443,423.64    606,805.34   sFT  0.99999779   -0 06 36.5
 DG8051;UTM  18      - 4,341,069.276   448,991.180   MT  0.99963204   -0 22 25.0
 DG8051
 DG8051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8051!SPC DE       -   1.00000306  x   0.99999779  =   1.00000085
 DG8051!UTM  18      -   1.00000306  x   0.99963204  =   0.99963510
 DG8051
 DG8051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4899141069(NAD 83)
 DG8051
 DG8051                          SUPERSEDED SURVEY CONTROL
 DG8051
 DG8051  NAD 83(2007)-  39 13 02.66700(N)    075 35 27.17903(W) AD(2002.00) 0
 DG8051  ELLIP H (02/10/07)  -19.512  (m)                       GP(2002.00)    
 DG8051  NAD 83(1991)-  39 13 02.66697(N)    075 35 27.17916(W) AD(       ) A
 DG8051  ELLIP H (06/30/05)  -19.516  (m)                       GP(       ) 4 1
 DG8051  NAVD 88              14.52   (m)           47.6    (f) LEVELING    3  
 DG8051
 DG8051.Superseded values are not recommended for survey control.
 DG8051
 DG8051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8051.See file dsdata.pdf to determine how the superseded data were derived.
 DG8051
 DG8051_MARKER: DV = VERTICAL CONTROL DISK
 DG8051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8051_STAMPING: DOT 1 2004
 DG8051_MARK LOGO: NGS
 DG8051_PROJECTION: FLUSH
 DG8051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8051+STABILITY: SURFACE MOTION
 DG8051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8051+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2019
 DG8051
 DG8051  HISTORY     - Date     Condition        Report By
 DG8051  HISTORY     - 2004     MONUMENTED       DEDHT
 DG8051  HISTORY     - 20040625 GOOD             DEDT
 DG8051  HISTORY     - 20080229 GOOD             INDIV
 DG8051  HISTORY     - 20090306 GOOD             JMTMD
 DG8051  HISTORY     - 20101019 GOOD             MAEC
 DG8051  HISTORY     - 20111010 GOOD             DELCOS
 DG8051  HISTORY     - 20120321 GOOD             DELCOS
 DG8051  HISTORY     - 20190815 GOOD             USPSQD
 DG8051
 DG8051                          STATION DESCRIPTION
 DG8051
 DG8051'DESCRIBED BY DE DEPT OF HIGHWAYS 2004 (JRC)
 DG8051'STATION IS 0.5 KILOMETERS (0.3 MILES) WEST-SOUTHWEST OF CHESWOLD AND
 DG8051'6.9 KILOMETERS (4.3 MILES) EAST-SOUTHEAST OF KENTON, ON THE STATE
 DG8051'MAINTAINED RIGHT-OF-WAY IN FRONT OF THE DEPARTMENT OF TRANSPORTATIONS
 DG8051'CHESWOLD FACILITY EAST OF THE ENTRANCE TO THE FACILITY. TO REACH THE
 DG8051'STATION FROM THE INTERSECTION OF STATE ROAD 42 (SEVEN HICKORIES ROAD)
 DG8051'AND THE THE RAILROAD CROSSING IN CHESWOLD, GO WESTERLY 0.5 KILOMETERS
 DG8051'(0.3 MILE) ALONG STATE ROAD 42 TO MARK ON RIGHT, 28.5 METERS (93.5 FT)
 DG8051'EAST OF DPL UTILITY POLE NUMBER 47291/24156, 18.8 METERS (61.7 FT)
 DG8051'SOUTHEAST OF THE EASTERN GATE POLE OF THE CHAINLINK FENCE ENTRANCE TO
 DG8051'FACILITY, AND 10.7 METERS (35.1 FT) CENTERLINE OF STATE ROAD 42 (SEVEN
 DG8051'HICKORIES RD), IN TOP OF A 3 FOOT DEEP, 18 INCH FLAIRED BOTTOM
 DG8051'CONCRETE MONUMENT FLUSH WITH GROUND.
 DG8051
 DG8051                          STATION RECOVERY (2004)
 DG8051
 DG8051'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2004 (JC)
 DG8051'RECOVERED AS DESCRIBED.
 DG8051
 DG8051                          STATION RECOVERY (2008)
 DG8051
 DG8051'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (WRA)
 DG8051'DESCRIPTION IS ADEQUATE
 DG8051
 DG8051                          STATION RECOVERY (2009)
 DG8051
 DG8051'RECOVERY NOTE BY JMT ENGINEERING 2009 (CJH)
 DG8051'RECOVERED (USED FOR RTK W/DG8058)
 DG8051
 DG8051                          STATION RECOVERY (2010)
 DG8051
 DG8051'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2010
 DG8051'WITNESS POST IN NO LONGER THERE
 DG8051
 DG8051                          STATION RECOVERY (2011)
 DG8051
 DG8051'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011 (ARD)
 DG8051'RECOVERED IN GOOD CONDITION.
 DG8051
 DG8051                          STATION RECOVERY (2012)
 DG8051
 DG8051'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DG8051'RECOVERED IN GOOD CONDITION.
 DG8051
 DG8051                          STATION RECOVERY (2019)
 DG8051
 DG8051'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 DG8051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DG8052 ***********************************************************************
 DG8052  DESIGNATION -  DOT 2
 DG8052  PID         -  DG8052
 DG8052  STATE/COUNTY-  DE/KENT
 DG8052  COUNTRY     -  US
 DG8052  USGS QUAD   -  DOVER (2016)
 DG8052
 DG8052                         *CURRENT SURVEY CONTROL
 DG8052  ______________________________________________________________________
 DG8052* NAD 83(1986) POSITION- 39 12 43.60   (N) 075 36 14.18   (W)   HD_HELD1
 DG8052* NAVD 88 ORTHO HEIGHT -    15.817 (meters)       51.89  (feet) ADJUSTED
 DG8052  ______________________________________________________________________
 DG8052  GEOID HEIGHT    -        -34.089 (meters)                     GEOID18
 DG8052  DYNAMIC HEIGHT  -         15.808 (meters)       51.86  (feet) COMP
 DG8052  MODELED GRAVITY -    980,097.1   (mgal)                       NAVD 88
 DG8052
 DG8052  VERT ORDER      -  FIRST     CLASS II
 DG8052
 DG8052.The horizontal coordinates were determined by differentially corrected
 DG8052.hand held GPS observations or other comparable positioning techniques
 DG8052.and have an estimated accuracy of +/- 3 meters.
 DG8052
 DG8052.The orthometric height was determined by differential leveling and
 DG8052.adjusted by the NATIONAL GEODETIC SURVEY
 DG8052.in December 2004.
 DG8052
 DG8052.No vertical observational check was made to the station.
 DG8052
 DG8052.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8052.GEOID18 height accuracy estimate available here.
 DG8052
 DG8052.Click photographs - Photos may exist for this station.
 DG8052
 DG8052.The dynamic height is computed by dividing the NAVD 88
 DG8052.geopotential number by the normal gravity value computed on the
 DG8052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8052.degrees latitude (g = 980.6199 gals.).
 DG8052
 DG8052.The modeled gravity was interpolated from observed gravity values.
 DG8052
 DG8052;                    North         East    Units  Estimated Accuracy
 DG8052;SPC DE       -   134,570.0     183,825.9     MT  (+/- 3 meters HH1 GPS) 
 DG8052
 DG8052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4786040488(NAD 83)
 DG8052
 DG8052                          SUPERSEDED SURVEY CONTROL
 DG8052
 DG8052.No superseded survey control is available for this station.
 DG8052
 DG8052_MARKER: DV = VERTICAL CONTROL DISK
 DG8052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8052_STAMPING: DOT 2 2004
 DG8052_MARK LOGO: NGS
 DG8052_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG8052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8052+STABILITY: SURFACE MOTION
 DG8052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG8052+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 DG8052
 DG8052  HISTORY     - Date     Condition        Report By
 DG8052  HISTORY     - 2004     MONUMENTED       DEDHT
 DG8052  HISTORY     - 20100124 GOOD             BECMOR
 DG8052  HISTORY     - 20120321 GOOD             DELCOS
 DG8052
 DG8052                          STATION DESCRIPTION
 DG8052
 DG8052'DESCRIBED BY DE DEPT OF HIGHWAYS 2004 (JRC)
 DG8052'STATION IS 1.8 KILOMETERS (1.1 MILES) WEST-SOUTHWEST OF CHESWOLD AND
 DG8052'5.6 KILOMETERS (3.5 MILES) EAST-SOUTHEAST OF KENTON, ON THE STATE
 DG8052'MAINTAINED RIGHT-OF-WAY SOUTHEAST OF THE INTERSECTION OF OF PEARSON
 DG8052'CORNERS ROAD AND STATE ROAD 42 (SEVEN HICKORIES RD). TO REACH THE
 DG8052'STATION FROM THE INTERSECTION OF STATE ROAD 42 (SEVEN HICKORIES ROAD)
 DG8052'AND THE THE RAILROAD CROSSING IN CHESWOLD, GO WESTERLY 1.8 KILOMETERS
 DG8052'(1.1 MILES) ALONG STATE ROAD 42 TO MARK ON LEFT, (SOUTHEAST CORNER OF
 DG8052'PEARSONS CORNER ROAD AND STATE ROAD 42) 19.4 METERS (63.6 FT) EAST OF
 DG8052'THE CENTERLINE OF PEARSONS CORNER RD, 17.4 METERS (57.1 FT)
 DG8052'EAST-SOUTHEAST OF THE INTERSECTIONS OF THE CENTERLINES OF PEARSONS
 DG8052'CORNER ROAD AND STATE ROAD 42 (SEVEN HICKORIES RD), AND 11.9 METERS
 DG8052'(39.0 FT) SOUTH OF THE CENTERLINE OF STATE ROAD 42 (SEVEN HICKORIES
 DG8052'RD), IN TOP OF A 3 FOOT DEEP, 18 INCH FLAIRED BOTTOM CONCRETE MONUMENT
 DG8052'FLUSH WITH THE GROUND.
 DG8052
 DG8052                          STATION RECOVERY (2010)
 DG8052
 DG8052'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 DG8052'OPUS-RS (SPC 0700 2007) N=134570M E=183826M
 DG8052
 DG8052                          STATION RECOVERY (2012)
 DG8052
 DG8052'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DG8052'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DG8053 ***********************************************************************
 DG8053  DESIGNATION -  DOT 3
 DG8053  PID         -  DG8053
 DG8053  STATE/COUNTY-  DE/KENT
 DG8053  COUNTRY     -  US
 DG8053  USGS QUAD   -  DOVER (2016)
 DG8053
 DG8053                         *CURRENT SURVEY CONTROL
 DG8053  ______________________________________________________________________
 DG8053* NAD 83(2011) POSITION- 39 12 44.26758(N) 075 37 01.53936(W)   ADJUSTED
 DG8053* NAD 83(2011) ELLIP HT-   -16.794 (meters)        (12/20/17)   ADJUSTED
 DG8053* NAD 83(2011) EPOCH   -  2010.00
 DG8053* NAVD 88 ORTHO HEIGHT -    17.269 (meters)       56.66  (feet) ADJUSTED
 DG8053  ______________________________________________________________________
 DG8053  GEOID HEIGHT    -        -34.070 (meters)                     GEOID18
 DG8053  NAD 83(2011) X  -  1,229,198.978 (meters)                     COMP
 DG8053  NAD 83(2011) Y  - -4,793,350.551 (meters)                     COMP
 DG8053  NAD 83(2011) Z  -  4,010,595.153 (meters)                     COMP
 DG8053  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 DG8053  DYNAMIC HEIGHT  -         17.260 (meters)       56.63  (feet) COMP
 DG8053  MODELED GRAVITY -    980,097.1   (mgal)                       NAVD 88
 DG8053
 DG8053  VERT ORDER      -  FIRST     CLASS II
 DG8053
 DG8053  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG8053  Standards:
 DG8053         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG8053            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG8053  -------------------------------------------------------------------
 DG8053  NETWORK    0.53   0.76           0.23   0.20   0.39      0.08453402
 DG8053  -------------------------------------------------------------------
 DG8053  Click here for local accuracies and other accuracy information.
 DG8053
 DG8053.The horizontal coordinates were established by GPS observations
 DG8053.and adjusted by the MASER CONSULTING in December 2017.
 DG8053
 DG8053.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG8053.been affixed to the stable North American tectonic plate. See 
 DG8053.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG8053
 DG8053.The horizontal coordinates are valid at the epoch date displayed above
 DG8053.which is a decimal equivalence of Year/Month/Day.
 DG8053
 DG8053.The orthometric height was determined by differential leveling and
 DG8053.adjusted by the NATIONAL GEODETIC SURVEY
 DG8053.in December 2004.
 DG8053
 DG8053.No vertical observational check was made to the station.
 DG8053
 DG8053.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8053.GEOID18 height accuracy estimate available here.
 DG8053
 DG8053.Click photographs - Photos may exist for this station.
 DG8053
 DG8053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8053
 DG8053.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG8053
 DG8053.The ellipsoidal height was determined by GPS observations
 DG8053.and is referenced to NAD 83.
 DG8053
 DG8053.The dynamic height is computed by dividing the NAVD 88
 DG8053.geopotential number by the normal gravity value computed on the
 DG8053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8053.degrees latitude (g = 980.6199 gals.).
 DG8053
 DG8053.The modeled gravity was interpolated from observed gravity values.
 DG8053
 DG8053. The following values were computed from the NAD 83(2011) position.
 DG8053
 DG8053;                    North         East     Units Scale Factor Converg.
 DG8053;SPC DE       -   134,593.067   182,689.761   MT  0.99999869   -0 07 36.2
 DG8053;SPC DE       -   441,577.42    599,374.66   sFT  0.99999869   -0 07 36.2
 DG8053;UTM  18      - 4,340,517.168   446,724.565   MT  0.99963495   -0 23 24.5
 DG8053
 DG8053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8053!SPC DE       -   1.00000263  x   0.99999869  =   1.00000132
 DG8053!UTM  18      -   1.00000263  x   0.99963495  =   0.99963758
 DG8053
 DG8053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4672440517(NAD 83)
 DG8053
 DG8053                          SUPERSEDED SURVEY CONTROL
 DG8053
 DG8053.No superseded survey control is available for this station.
 DG8053
 DG8053_MARKER: DV = VERTICAL CONTROL DISK
 DG8053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8053_STAMPING: DOT 3 2004
 DG8053_MARK LOGO: NGS
 DG8053_PROJECTION: FLUSH
 DG8053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8053+STABILITY: SURFACE MOTION
 DG8053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8053+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2019
 DG8053
 DG8053  HISTORY     - Date     Condition        Report By
 DG8053  HISTORY     - 2004     MONUMENTED       DEDHT
 DG8053  HISTORY     - 20100124 GOOD             BECMOR
 DG8053  HISTORY     - 20101021 GOOD             MAEC
 DG8053  HISTORY     - 20111010 GOOD             DELCOS
 DG8053  HISTORY     - 20120321 GOOD             DELCOS
 DG8053  HISTORY     - 20190815 GOOD             USPSQD
 DG8053
 DG8053                          STATION DESCRIPTION
 DG8053
 DG8053'DESCRIBED BY DE DEPT OF HIGHWAYS 2004 (JRC)
 DG8053'STATION IS 2.9 KILOMETERS (1.8 MILES) WEST-SOUTHWEST OF CHESWOLD AND
 DG8053'4.5 KILOMETERS (2.8 MILES) EAST-SOUTHEAST OF KENTON, ON THE STATE
 DG8053'MAINTAINED RIGHT-OF-WAY IN FRONT OF 2762 SEVEN HICKORIES RD. TO REACH
 DG8053'THE STATION FROM THE INTERSECTION OF STATE ROAD 42 (SEVEN HICKORIES
 DG8053'ROAD) AND THE THE RAILROAD CROSSING IN CHESWOLD, GO WESTERLY 2.9
 DG8053'KILOMETERS (1.8 MILES) ALONG STATE ROAD 42 TO MARK ON LEFT, 5.4 METERS
 DG8053'(17.7 FT) EAST OF DPL UTILITY POLE NUMBER 46553/23977, 9.8 METERS
 DG8053'(32.2 FT) SOUTH OF THE CENTERLINE OF STATE ROAD 42 (SEVEN HICKORIES
 DG8053'RD), AND 3.5 METERS (11.5 FT) WEST OF THE CENTERLINE OF THE THE
 DG8053'ASPHALT DRIVE TO 2762 SEVEN HICKORIES RD,  IN TOP OF A 3 FOOT DEEP, 18
 DG8053'INCH FLAIRED BOTTOM CONCRETE MONUMENT FLUSH WITH THE GROUND.
 DG8053
 DG8053                          STATION RECOVERY (2010)
 DG8053
 DG8053'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 DG8053'OPUS-RS (SPC 0700 2007) N=134593M E=182689M
 DG8053
 DG8053                          STATION RECOVERY (2010)
 DG8053
 DG8053'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2010
 DG8053'RECOVERED IN GOOD CONDITION.
 DG8053
 DG8053                          STATION RECOVERY (2011)
 DG8053
 DG8053'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011 (ARD)
 DG8053'RECOVERED IN GOOD CONDITION.
 DG8053
 DG8053                          STATION RECOVERY (2012)
 DG8053
 DG8053'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DG8053'RECOVERED IN GOOD CONDITION.
 DG8053
 DG8053                          STATION RECOVERY (2019)
 DG8053
 DG8053'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 DG8053'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DG8054 ***********************************************************************
 DG8054  DESIGNATION -  DOT 4
 DG8054  PID         -  DG8054
 DG8054  STATE/COUNTY-  DE/KENT
 DG8054  COUNTRY     -  US
 DG8054  USGS QUAD   -  KENTON (2016)
 DG8054
 DG8054                         *CURRENT SURVEY CONTROL
 DG8054  ______________________________________________________________________
 DG8054* NAD 83(1986) POSITION- 39 12 58.38   (N) 075 37 50.13   (W)   HD_HELD1
 DG8054* NAVD 88 ORTHO HEIGHT -    16.613 (meters)       54.50  (feet) ADJUSTED
 DG8054  ______________________________________________________________________
 DG8054  GEOID HEIGHT    -        -34.039 (meters)                     GEOID18
 DG8054  DYNAMIC HEIGHT  -         16.604 (meters)       54.48  (feet) COMP
 DG8054  MODELED GRAVITY -    980,097.8   (mgal)                       NAVD 88
 DG8054
 DG8054  VERT ORDER      -  FIRST     CLASS II
 DG8054
 DG8054.The horizontal coordinates were determined by differentially corrected
 DG8054.hand held GPS observations or other comparable positioning techniques
 DG8054.and have an estimated accuracy of +/- 3 meters.
 DG8054
 DG8054.The orthometric height was determined by differential leveling and
 DG8054.adjusted by the NATIONAL GEODETIC SURVEY
 DG8054.in December 2004.
 DG8054
 DG8054.No vertical observational check was made to the station.
 DG8054
 DG8054.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8054.GEOID18 height accuracy estimate available here.
 DG8054
 DG8054.Click photographs - Photos may exist for this station.
 DG8054
 DG8054.The dynamic height is computed by dividing the NAVD 88
 DG8054.geopotential number by the normal gravity value computed on the
 DG8054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8054.degrees latitude (g = 980.6199 gals.).
 DG8054
 DG8054.The modeled gravity was interpolated from observed gravity values.
 DG8054
 DG8054;                    North         East    Units  Estimated Accuracy
 DG8054;SPC DE       -   135,030.9     181,525.1     MT  (+/- 3 meters HH1 GPS) 
 DG8054
 DG8054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4556240960(NAD 83)
 DG8054
 DG8054                          SUPERSEDED SURVEY CONTROL
 DG8054
 DG8054.No superseded survey control is available for this station.
 DG8054
 DG8054_MARKER: DV = VERTICAL CONTROL DISK
 DG8054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8054_STAMPING: DOT 4 2004
 DG8054_MARK LOGO: NGS
 DG8054_PROJECTION: FLUSH
 DG8054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8054+STABILITY: SURFACE MOTION
 DG8054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8054+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 DG8054
 DG8054  HISTORY     - Date     Condition        Report By
 DG8054  HISTORY     - 2004     MONUMENTED       DEDHT
 DG8054  HISTORY     - 20100124 GOOD             BECMOR
 DG8054  HISTORY     - 20120321 GOOD             DELCOS
 DG8054  HISTORY     - 20170221 GOOD             USGS
 DG8054  HISTORY     - 20190815 GOOD             USPSQD
 DG8054
 DG8054                          STATION DESCRIPTION
 DG8054
 DG8054'DESCRIBED BY DE DEPT OF HIGHWAYS 2004 (JRC)
 DG8054'STATION IS 4.2 KILOMETERS (2.6 MILES) WEST-SOUTHWEST OF CHESWOLD AND
 DG8054'3.2 KILOMETERS (2.0 MILES) EAST-SOUTHEAST OF KENTON, ON THE STATE
 DG8054'MAINTAINED RIGHT-OF-WAY IN FRONT OF 1979 SEVEN HICKORIES RD. TO REACH
 DG8054'THE STATION FROM THE INTERSECTION OF STATE ROAD 42 (SEVEN HICKORIES
 DG8054'ROAD) AND THE THE RAILROAD CROSSING IN CHESWOLD, GO WESTERLY 4.2
 DG8054'KILOMETERS (2.6 MILES) ALONG STATE ROAD 42 TO MARK ON RIGHT, 25.9
 DG8054'METERS (85.0 FT) WEST OF THE CENTERLINE OF THE ASPHALT DRIVE TO 1979
 DG8054'SEVEN HICKORIES ROAD, 7.9 METERS (25.9 FT) NORTH OF THE CENTERLINE OF
 DG8054'STATE ROAD 42 (SEVEN HICKORIES RD), AND 1.1 METERS (3.6 FT) SOUTH OF
 DG8054'DPL UTILITY POLE NUMBER 46174/24124, IN TOP OF A 3 FOOT DEEP, 18 INCH
 DG8054'FLAIRED BOTTOM CONCRETE MONUMENT FLUSH WITH THE GROUND.
 DG8054
 DG8054                          STATION RECOVERY (2010)
 DG8054
 DG8054'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 DG8054'OPUS-RS (SPC 0700 2007) N=135031M E=181525M
 DG8054
 DG8054                          STATION RECOVERY (2012)
 DG8054
 DG8054'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DG8054'RECOVERED IN GOOD CONDITION.
 DG8054
 DG8054                          STATION RECOVERY (2017)
 DG8054
 DG8054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2017 (AJT)
 DG8054'FOUND IN GOOD CONDITION.
 DG8054
 DG8054                          STATION RECOVERY (2019)
 DG8054
 DG8054'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 DG8054'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DG8055 ***********************************************************************
 DG8055  DESIGNATION -  DOT 5
 DG8055  PID         -  DG8055
 DG8055  STATE/COUNTY-  DE/KENT
 DG8055  COUNTRY     -  US
 DG8055  USGS QUAD   -  KENTON (2016)
 DG8055
 DG8055                         *CURRENT SURVEY CONTROL
 DG8055  ______________________________________________________________________
 DG8055* NAD 83(1986) POSITION- 39 13 11.88   (N) 075 38 38.20   (W)   HD_HELD1
 DG8055* NAVD 88 ORTHO HEIGHT -    16.712 (meters)       54.83  (feet) ADJUSTED
 DG8055  ______________________________________________________________________
 DG8055  GEOID HEIGHT    -        -34.009 (meters)                     GEOID18
 DG8055  DYNAMIC HEIGHT  -         16.703 (meters)       54.80  (feet) COMP
 DG8055  MODELED GRAVITY -    980,098.6   (mgal)                       NAVD 88
 DG8055
 DG8055  VERT ORDER      -  FIRST     CLASS II
 DG8055
 DG8055.The horizontal coordinates were determined by differentially corrected
 DG8055.hand held GPS observations or other comparable positioning techniques
 DG8055.and have an estimated accuracy of +/- 3 meters.
 DG8055
 DG8055.The orthometric height was determined by differential leveling and
 DG8055.adjusted by the NATIONAL GEODETIC SURVEY
 DG8055.in December 2004.
 DG8055
 DG8055.No vertical observational check was made to the station.
 DG8055
 DG8055.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8055.GEOID18 height accuracy estimate available here.
 DG8055
 DG8055.Click photographs - Photos may exist for this station.
 DG8055
 DG8055.The dynamic height is computed by dividing the NAVD 88
 DG8055.geopotential number by the normal gravity value computed on the
 DG8055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8055.degrees latitude (g = 980.6199 gals.).
 DG8055
 DG8055.The modeled gravity was interpolated from observed gravity values.
 DG8055
 DG8055;                    North         East    Units  Estimated Accuracy
 DG8055;SPC DE       -   135,450.1     180,372.9     MT  (+/- 3 meters HH1 GPS) 
 DG8055
 DG8055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4441241384(NAD 83)
 DG8055
 DG8055                          SUPERSEDED SURVEY CONTROL
 DG8055
 DG8055.No superseded survey control is available for this station.
 DG8055
 DG8055_MARKER: DV = VERTICAL CONTROL DISK
 DG8055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8055_STAMPING: DOT 5 2004
 DG8055_MARK LOGO: NGS
 DG8055_PROJECTION: FLUSH
 DG8055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8055+STABILITY: SURFACE MOTION
 DG8055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8055+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2019
 DG8055
 DG8055  HISTORY     - Date     Condition        Report By
 DG8055  HISTORY     - 2004     MONUMENTED       DEDHT
 DG8055  HISTORY     - 20081002 GOOD             OPUS
 DG8055  HISTORY     - 20100124 GOOD             BECMOR
 DG8055  HISTORY     - 20120321 GOOD             DELCOS
 DG8055  HISTORY     - 20190815 GOOD             USPSQD
 DG8055
 DG8055                          STATION DESCRIPTION
 DG8055
 DG8055'DESCRIBED BY DE DEPT OF HIGHWAYS 2004 (JRC)
 DG8055'STATION IS 5.5 KILOMETERS (3.4 MILES) WEST-SOUTHWEST OF CHESWOLD AND
 DG8055'1.9 KILOMETERS (1.2 MILES) EAST-SOUTHEAST OF KENTON, ON THE STATE
 DG8055'MAINTAINED RIGHT-OF-WAY. TO REACH THE STATION FROM THE INTERSECTION OF
 DG8055'STATE ROAD 42 (SEVEN HICKORIES ROAD) AND THE THE RAILROAD CROSSING IN
 DG8055'CHESWOLD, GO WESTERLY 5.5 KILOMETERS (2.6 MILES) ALONG STATE ROAD 42
 DG8055'TO MARK ON LEFT, 37.4 METERS (122.7 FT) NORTHWEST OF DPL UTILITY POLE
 DG8055'NUMBER 45807/24255, 36.1 METERS (118.4 FT) SOUTHEAST OF DPL UTILITY
 DG8055'POLE NUMBER 45781/24265, AND 10.2 METERS (33.5 FT) SOUTH OF THE
 DG8055'CENTERLINE OF STATE ROAD 42 (SEVEN HICKORIES RD), IN TOP OF A 3 FOOT
 DG8055'DEEP, 18 INCH FLAIRED BOTTOM CONCRETE MONUMENT FLUSH WITH THE GROUND.
 DG8055
 DG8055                          STATION RECOVERY (2008)
 DG8055
 DG8055'RECOVERY NOTE BY OPUS SHARED SOLUTIONS 2008 (OPS)
 DG8055'TO REACH FROM THE INTERSECTION OF SEVEN HICKORIES ROAD (SR42) AND THE
 DG8055'RAILROAD CROSSING IN CHESWOLD GO WESTERLY 3.3 MI ALONG SEVEN HICKORIES
 DG8055'ROAD TO THE MARK ON THE LEFT. THE MARK IS 33.5 FT SOUTH OF THE
 DG8055'CENTERLINE, 118.4 FT SOUTHEAST OF DPL POLE 47851/24265, AND 122.7 FT
 DG8055'NORTHWEST OF DPL POLE 45807/24255.
 DG8055
 DG8055                          STATION RECOVERY (2010)
 DG8055
 DG8055'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 DG8055'OPUS-RS (SPC 0700 2007) N=135450M E=180372
 DG8055
 DG8055                          STATION RECOVERY (2012)
 DG8055
 DG8055'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DG8055'RECOVERED IN GOOD CONDITION.
 DG8055
 DG8055                          STATION RECOVERY (2019)
 DG8055
 DG8055'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 DG8055'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DG8056 ***********************************************************************
 DG8056  DESIGNATION -  DOT 6
 DG8056  PID         -  DG8056
 DG8056  STATE/COUNTY-  DE/KENT
 DG8056  COUNTRY     -  US
 DG8056  USGS QUAD   -  KENTON (2016)
 DG8056
 DG8056                         *CURRENT SURVEY CONTROL
 DG8056  ______________________________________________________________________
 DG8056* NAD 83(1986) POSITION- 39 13 25.47   (N) 075 39 24.39   (W)   HD_HELD1
 DG8056* NAVD 88 ORTHO HEIGHT -    15.214 (meters)       49.91  (feet) ADJUSTED
 DG8056  ______________________________________________________________________
 DG8056  GEOID HEIGHT    -        -33.979 (meters)                     GEOID18
 DG8056  DYNAMIC HEIGHT  -         15.206 (meters)       49.89  (feet) COMP
 DG8056  MODELED GRAVITY -    980,099.3   (mgal)                       NAVD 88
 DG8056
 DG8056  VERT ORDER      -  FIRST     CLASS II
 DG8056
 DG8056.The horizontal coordinates were determined by differentially corrected
 DG8056.hand held GPS observations or other comparable positioning techniques
 DG8056.and have an estimated accuracy of +/- 3 meters.
 DG8056
 DG8056.The orthometric height was determined by differential leveling and
 DG8056.adjusted by the NATIONAL GEODETIC SURVEY
 DG8056.in December 2004.
 DG8056
 DG8056.No vertical observational check was made to the station.
 DG8056
 DG8056.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8056.GEOID18 height accuracy estimate available here.
 DG8056
 DG8056.Click photographs - Photos may exist for this station.
 DG8056
 DG8056.The dynamic height is computed by dividing the NAVD 88
 DG8056.geopotential number by the normal gravity value computed on the
 DG8056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8056.degrees latitude (g = 980.6199 gals.).
 DG8056
 DG8056.The modeled gravity was interpolated from observed gravity values.
 DG8056
 DG8056;                    North         East    Units  Estimated Accuracy
 DG8056;SPC DE       -   135,872.0     179,266.0     MT  (+/- 3 meters HH1 GPS) 
 DG8056
 DG8056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4330741811(NAD 83)
 DG8056
 DG8056                          SUPERSEDED SURVEY CONTROL
 DG8056
 DG8056.No superseded survey control is available for this station.
 DG8056
 DG8056_MARKER: DV = VERTICAL CONTROL DISK
 DG8056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8056_STAMPING: DOT 6 2004
 DG8056_MARK LOGO: NGS
 DG8056_PROJECTION: FLUSH
 DG8056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8056+STABILITY: SURFACE MOTION
 DG8056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8056+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2019
 DG8056
 DG8056  HISTORY     - Date     Condition        Report By
 DG8056  HISTORY     - 2004     MONUMENTED       DEDHT
 DG8056  HISTORY     - 20100124 GOOD             BECMOR
 DG8056  HISTORY     - 20120321 GOOD             DELCOS
 DG8056  HISTORY     - 20190815 GOOD             USPSQD
 DG8056
 DG8056                          STATION DESCRIPTION
 DG8056
 DG8056'DESCRIBED BY DE DEPT OF HIGHWAYS 2004 (JRC)
 DG8056'STATION IS 6.6 KILOMETERS (4.1 MILES) WEST OF CHESWOLD AND 0.8
 DG8056'KILOMETERS (0.5 MILE) EAST OF KENTON, ON THE STATE MAINTAINED
 DG8056'RIGHT-OF-WAY ACROSS SEVEN HICKORIES ROAD FROM 465 SEVEN HICKORIES
 DG8056'ROAD. TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 42
 DG8056'(SEVEN HICKORIES ROAD) AND THE THE RAILROAD CROSSING IN CHESWOLD, GO
 DG8056'WESTERLY 6.6 KILOMETERS (4.1 MILES) ALONG STATE ROAD 42 TO MARK ON
 DG8056'LEFT, 52.2 METERS (171.3 FT) WEST-NORTHWEST OF DPL UTILITY POLE NUMBER
 DG8056'45446/24393, 9.5 METERS (31.3 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 DG8056'STATE ROAD 42 (SEVEN HICKORIES RD), 7.8 METERS (25.6 FT) EAST
 DG8056'SOUTHEAST OF DPL UTILITY POLE NUMBER 45426/24402,  IN TOP OF A 3 FOOT
 DG8056'DEEP, 18 INCH FLAIRED BOTTOM CONCRETE MONUMENT FLUSH WITH THE GROUND.
 DG8056
 DG8056                          STATION RECOVERY (2010)
 DG8056
 DG8056'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 DG8056'OPUS-RS (SPC 0700 2007) N=135872M E=179266M
 DG8056
 DG8056                          STATION RECOVERY (2012)
 DG8056
 DG8056'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DG8056'RECOVERED IN GOOD CONDITION.
 DG8056
 DG8056                          STATION RECOVERY (2019)
 DG8056
 DG8056'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 DG8056'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DG8057 ***********************************************************************
 DG8057  DESIGNATION -  DOT 7
 DG8057  PID         -  DG8057
 DG8057  STATE/COUNTY-  DE/KENT
 DG8057  COUNTRY     -  US
 DG8057  USGS QUAD   -  KENTON (2016)
 DG8057
 DG8057                         *CURRENT SURVEY CONTROL
 DG8057  ______________________________________________________________________
 DG8057* NAD 83(2011) POSITION- 39 13 18.44062(N) 075 40 34.31857(W)   ADJUSTED
 DG8057* NAD 83(2011) ELLIP HT-   -15.492 (meters)        (02/02/22)   ADJUSTED
 DG8057* NAD 83(2011) EPOCH   -  2010.00
 DG8057* NAVD 88 ORTHO HEIGHT -    18.457 (meters)       60.55  (feet) ADJUSTED
 DG8057  ______________________________________________________________________
 DG8057  GEOID HEIGHT    -        -33.957 (meters)                     GEOID18
 DG8057  NAD 83(2011) X  -  1,224,088.991 (meters)                     COMP
 DG8057  NAD 83(2011) Y  - -4,793,971.404 (meters)                     COMP
 DG8057  NAD 83(2011) Z  -  4,011,412.456 (meters)                     COMP
 DG8057  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 DG8057  DYNAMIC HEIGHT  -         18.447 (meters)       60.52  (feet) COMP
 DG8057  MODELED GRAVITY -    980,099.4   (mgal)                       NAVD 88
 DG8057
 DG8057  VERT ORDER      -  FIRST     CLASS II
 DG8057
 DG8057  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG8057  Standards:
 DG8057         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG8057            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG8057  -------------------------------------------------------------------
 DG8057  NETWORK    0.72   1.69           0.32   0.26   0.86     -0.14062664
 DG8057  -------------------------------------------------------------------
 DG8057  Click here for local accuracies and other accuracy information.
 DG8057
 DG8057.The horizontal coordinates were established by GPS observations
 DG8057.and adjusted by the MD DOT HIGHWAY ADMIN in February 2022.
 DG8057
 DG8057.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG8057.been affixed to the stable North American tectonic plate. See 
 DG8057.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG8057
 DG8057.The horizontal coordinates are valid at the epoch date displayed above
 DG8057.which is a decimal equivalence of Year/Month/Day.
 DG8057
 DG8057.The orthometric height was determined by differential leveling and
 DG8057.adjusted by the NATIONAL GEODETIC SURVEY
 DG8057.in December 2004.
 DG8057
 DG8057.No vertical observational check was made to the station.
 DG8057
 DG8057.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8057.GEOID18 height accuracy estimate available here.
 DG8057
 DG8057.Click photographs - Photos may exist for this station.
 DG8057
 DG8057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8057
 DG8057.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG8057
 DG8057.The ellipsoidal height was determined by GPS observations
 DG8057.and is referenced to NAD 83.
 DG8057
 DG8057.The dynamic height is computed by dividing the NAVD 88
 DG8057.geopotential number by the normal gravity value computed on the
 DG8057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8057.degrees latitude (g = 980.6199 gals.).
 DG8057
 DG8057.The modeled gravity was interpolated from observed gravity values.
 DG8057
 DG8057. The following values were computed from the NAD 83(2011) position.
 DG8057
 DG8057;                    North         East     Units Scale Factor Converg.
 DG8057;SPC DE       -   135,659.873   177,588.049   MT  1.00000118   -0 09 50.8
 DG8057;SPC DE       -   445,077.43    582,636.79   sFT  1.00000118   -0 09 50.8
 DG8057;UTM  18      - 4,341,607.027   441,629.655   MT  0.99964195   -0 25 39.3
 DG8057
 DG8057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8057!SPC DE       -   1.00000243  x   1.00000118  =   1.00000361
 DG8057!UTM  18      -   1.00000243  x   0.99964195  =   0.99964438
 DG8057
 DG8057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4162941607(NAD 83)
 DG8057
 DG8057                          SUPERSEDED SURVEY CONTROL
 DG8057
 DG8057.No superseded survey control is available for this station.
 DG8057
 DG8057_MARKER: DV = VERTICAL CONTROL DISK
 DG8057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8057_STAMPING: DOT 7 2004
 DG8057_MARK LOGO: NGS
 DG8057_PROJECTION: RECESSED 6 CENTIMETERS
 DG8057_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG8057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8057+STABILITY: SURFACE MOTION
 DG8057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8057+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2021
 DG8057
 DG8057  HISTORY     - Date     Condition        Report By
 DG8057  HISTORY     - 2004     MONUMENTED       DEDHT
 DG8057  HISTORY     - 20120321 GOOD             DELCOS
 DG8057  HISTORY     - 20210303 GOOD             MDSHA
 DG8057
 DG8057                          STATION DESCRIPTION
 DG8057
 DG8057'DESCRIBED BY DE DEPT OF HIGHWAYS 2004 (JRC)
 DG8057'STATION IS 1.3 KILOMETERS (0.8 MILE) SOUTHWEST OF KENTON, ON THE STATE
 DG8057'MAINTAINED RIGHT-OF-WAY OF THE GRASS DIVIDE BETWEEN STATE ROAD 300
 DG8057'(SUDLERSVILLE AND COUNTY ROAD 11 ARTHURSVILLE ROADS). TO REACH THE
 DG8057'STATION FROM THE INTERSECTION OF STATE ROAD 42 (SEVEN HICKORIES ROAD)
 DG8057'AND STATE ROAD 300 (SUDLERVILLE RD) IN KENTON, GO SOUTHWEST 1.3
 DG8057'KILOMETERS (0.8 MILE) ALONG STATE ROAD 300 TO STATION ON LEFT IN
 DG8057'DIVIDE MEDIUM JUST PAST COUNTY RD 11. 9.2 METERS (30.2 FT) SOUTH OF
 DG8057'THE CENTERLINE OF STATE ROAD 300, 7.8 METERS (25.6 FT) NORTH-NORTHEAST
 DG8057'OF COUNTY ROAD 11, AND 2.7 METERS (8.9 FT) SOUTHWEST OF DEC UTILITY
 DG8057'POLE NUMBER MH1296R441, A 4 FOOT DEEP, 12 INCH DIAMETER AND FLARED
 DG8057'BOTTOM FLUSH WITH THE GROUND.
 DG8057
 DG8057                          STATION RECOVERY (2012)
 DG8057
 DG8057'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DG8057'THE MARK IS 2.7 METERS NORTHEAST OF A DEC UTILITY POLE NUMBER
 DG8057'MH1296R441, NOT SOUTHWEST.
 DG8057
 DG8057                          STATION RECOVERY (2021)
 DG8057
 DG8057'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2021 (EBD)
 DG8057'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DG8050 ***********************************************************************
 DG8050  DESIGNATION -  DOT 8
 DG8050  PID         -  DG8050
 DG8050  STATE/COUNTY-  DE/KENT
 DG8050  COUNTRY     -  US
 DG8050  USGS QUAD   -  DOVER (2016)
 DG8050
 DG8050                         *CURRENT SURVEY CONTROL
 DG8050  ______________________________________________________________________
 DG8050* NAD 83(1986) POSITION- 39 13 47.56   (N) 075 35 45.08   (W)   HD_HELD1
 DG8050* NAVD 88 ORTHO HEIGHT -    13.992 (meters)       45.91  (feet) ADJUSTED
 DG8050  ______________________________________________________________________
 DG8050  GEOID HEIGHT    -        -34.046 (meters)                     GEOID18
 DG8050  DYNAMIC HEIGHT  -         13.985 (meters)       45.88  (feet) COMP
 DG8050  MODELED GRAVITY -    980,100.0   (mgal)                       NAVD 88
 DG8050
 DG8050  VERT ORDER      -  FIRST     CLASS II
 DG8050
 DG8050.The horizontal coordinates were determined by differentially corrected
 DG8050.hand held GPS observations or other comparable positioning techniques
 DG8050.and have an estimated accuracy of +/- 3 meters.
 DG8050
 DG8050.The orthometric height was determined by differential leveling and
 DG8050.adjusted by the NATIONAL GEODETIC SURVEY
 DG8050.in December 2004.
 DG8050
 DG8050.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8050.GEOID18 height accuracy estimate available here.
 DG8050
 DG8050.Click photographs - Photos may exist for this station.
 DG8050
 DG8050.The dynamic height is computed by dividing the NAVD 88
 DG8050.geopotential number by the normal gravity value computed on the
 DG8050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8050.degrees latitude (g = 980.6199 gals.).
 DG8050
 DG8050.The modeled gravity was interpolated from observed gravity values.
 DG8050
 DG8050;                    North         East    Units  Estimated Accuracy
 DG8050;SPC DE       -   136,541.1     184,527.9     MT  (+/- 3 meters HH1 GPS) 
 DG8050
 DG8050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4857142456(NAD 83)
 DG8050
 DG8050                          SUPERSEDED SURVEY CONTROL
 DG8050
 DG8050.No superseded survey control is available for this station.
 DG8050
 DG8050_MARKER: DD = SURVEY DISK
 DG8050_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG8050+WITH SETTING: INFORMATION.
 DG8050_STAMPING: DOT 8 2004
 DG8050_MARK LOGO: DEDHT
 DG8050_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG8050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG8050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG8050+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 DG8050
 DG8050  HISTORY     - Date     Condition        Report By
 DG8050  HISTORY     - 2004     MONUMENTED       DEDHT
 DG8050  HISTORY     - 20100124 GOOD             BECMOR
 DG8050  HISTORY     - 20120321 GOOD             DELCOS
 DG8050
 DG8050                          STATION DESCRIPTION
 DG8050
 DG8050'DESCRIBED BY DE DEPT OF HIGHWAYS 2004 (JRC)
 DG8050'1.47 KM (0.90 MILES) NORTHWEST ALONG THE PENNSYLVANNIA RAILROAD FROM
 DG8050'THE JUNCTION WITH STATE HIGHWAY 42 IN CHESWOLD, AT A ROAD CROSSING,
 DG8050'AND MARK ON THE RIGHT, A FENO ROD DRIVEN 3.0 FEET WITH A DISK ON TOP,
 DG8050'7.0 M (22.9 FEET) NORTHEAST OF THE NORTHEAST RAIL, 10.3 M (33.8 FEET)
 DG8050'SOUTHEAST OF THE CENTERLINE OF LYNBURY WOODS ROAD, 30 CM (11 INCHES)
 DG8050'SOUTHWEST OF A POWERPOLE, AND MARK IS FLUSH WITH GROUND.
 DG8050
 DG8050                          STATION RECOVERY (2010)
 DG8050
 DG8050'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 DG8050'OPUS-RS (SPC 0700 2007) N=136541M E=184528M
 DG8050
 DG8050                          STATION RECOVERY (2012)
 DG8050
 DG8050'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DG8050'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DG8049 ***********************************************************************
 DG8049  DESIGNATION -  DOT 9
 DG8049  PID         -  DG8049
 DG8049  STATE/COUNTY-  DE/KENT
 DG8049  COUNTRY     -  US
 DG8049  USGS QUAD   -  SMYRNA (2016)
 DG8049
 DG8049                         *CURRENT SURVEY CONTROL
 DG8049  ______________________________________________________________________
 DG8049* NAD 83(1986) POSITION- 39 15 21.     (N) 075 36 44.     (W)   SCALED
 DG8049* NAVD 88 ORTHO HEIGHT -    13.770 (meters)       45.18  (feet) ADJUSTED
 DG8049  ______________________________________________________________________
 DG8049  GEOID HEIGHT    -        -33.953 (meters)                     GEOID18
 DG8049  DYNAMIC HEIGHT  -         13.763 (meters)       45.15  (feet) COMP
 DG8049  MODELED GRAVITY -    980,103.8   (mgal)                       NAVD 88
 DG8049
 DG8049  VERT ORDER      -  FIRST     CLASS II
 DG8049
 DG8049.The horizontal coordinates were scaled from a map and have
 DG8049.an estimated accuracy of +/- 6 seconds.
 DG8049
 DG8049.The orthometric height was determined by differential leveling and
 DG8049.adjusted by the NATIONAL GEODETIC SURVEY
 DG8049.in December 2004.
 DG8049
 DG8049.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8049.GEOID18 height accuracy estimate available here.
 DG8049
 DG8049.Click photographs - Photos may exist for this station.
 DG8049
 DG8049.The dynamic height is computed by dividing the NAVD 88
 DG8049.geopotential number by the normal gravity value computed on the
 DG8049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8049.degrees latitude (g = 980.6199 gals.).
 DG8049
 DG8049.The modeled gravity was interpolated from observed gravity values.
 DG8049
 DG8049;                    North         East    Units  Estimated Accuracy
 DG8049;SPC DE       -   139,430.      183,120.      MT  (+/- 180 meters Scaled)
 DG8049
 DG8049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ471453(NAD 83)
 DG8049
 DG8049                          SUPERSEDED SURVEY CONTROL
 DG8049
 DG8049.No superseded survey control is available for this station.
 DG8049
 DG8049_MARKER: DD = SURVEY DISK
 DG8049_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG8049+WITH SETTING: INFORMATION.
 DG8049_STAMPING: DOT 9 2004
 DG8049_MARK LOGO: DEDHT
 DG8049_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG8049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG8049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG8049+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2009
 DG8049
 DG8049  HISTORY     - Date     Condition        Report By
 DG8049  HISTORY     - 2004     MONUMENTED       DEDHT
 DG8049  HISTORY     - 20090417 GOOD             JCLS
 DG8049  HISTORY     - 20120328 MARK NOT FOUND   DELCOS
 DG8049
 DG8049                          STATION DESCRIPTION
 DG8049
 DG8049'DESCRIBED BY DE DEPT OF HIGHWAYS 2004 (JRC)
 DG8049'4.65 KM (2.88 MILES) NORTHWEST ALONG THE PENNSYLVANNIA RAILROAD FROM
 DG8049'THE JUNCTION WITH STATE HIGHWAY 42 IN CHESWOLD, AT A ROAD CROSSING,
 DG8049'AND MARK ON THE RIGHT, A FENO ROD DRIVEN 3.0 FEET WITH A DISK ON TOP,
 DG8049'7.3 M (24.0 FT) NORTHEAST OF NORTHEAST RAIL, 5.55 M (18.2 FEET)
 DG8049'NORTHWEST OF THE CENTERLINE OF BRENFORD ROAD, 22.3 M (73.1 FEET)
 DG8049'NORTHEAST ACROSS THE TRACKS TO THE CENTERLINE OF RYAN ROAD, AND FLUSH
 DG8049'WITH THE GROUND.
 DG8049
 DG8049                          STATION RECOVERY (2009)
 DG8049
 DG8049'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009 (MRY)
 DG8049'RECOVERED IN GOOD CONDITION.
 DG8049
 DG8049                          STATION RECOVERY (2012)
 DG8049
 DG8049'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DG8049'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3994 ***********************************************************************
 JU3994  HT_MOD      -  This is a Height Modernization Survey Station.
 JU3994  DESIGNATION -  DOVER CBL 0
 JU3994  PID         -  JU3994
 JU3994  STATE/COUNTY-  DE/KENT
 JU3994  COUNTRY     -  US
 JU3994  USGS QUAD   -  WYOMING (2016)
 JU3994
 JU3994                         *CURRENT SURVEY CONTROL
 JU3994  ______________________________________________________________________
 JU3994* NAD 83(2011) POSITION- 39 04 15.74288(N) 075 33 12.26444(W)   ADJUSTED
 JU3994* NAD 83(2011) ELLIP HT-   -18.602 (meters)        (12/20/17)   ADJUSTED
 JU3994* NAD 83(2011) EPOCH   -  2010.00
 JU3994* NAVD 88 ORTHO HEIGHT -    16.07  (meters)       52.7   (feet) GPS OBS
 JU3994  ______________________________________________________________________
 JU3994  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 JU3994  GEOID HEIGHT    -        -34.664 (meters)                     GEOID12B
 JU3994  GEOID HEIGHT    -        -34.673 (meters)                     GEOID18
 JU3994  NAD 83(2011) X  -  1,236,995.556 (meters)                     COMP
 JU3994  NAD 83(2011) Y  - -4,801,566.031 (meters)                     COMP
 JU3994  NAD 83(2011) Z  -  3,998,431.223 (meters)                     COMP
 JU3994  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 JU3994
 JU3994  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU3994  Standards:
 JU3994         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU3994            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU3994  -------------------------------------------------------------------
 JU3994  NETWORK    1.25   1.02           0.56   0.45   0.52     -0.03611163
 JU3994  -------------------------------------------------------------------
 JU3994  Click here for local accuracies and other accuracy information.
 JU3994
 JU3994.The horizontal coordinates were established by GPS observations
 JU3994.and adjusted by the MASER CONSULTING in December 2017.
 JU3994
 JU3994.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU3994.been affixed to the stable North American tectonic plate. See 
 JU3994.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU3994
 JU3994.The horizontal coordinates are valid at the epoch date displayed above
 JU3994.which is a decimal equivalence of Year/Month/Day.
 JU3994
 JU3994.The orthometric height was determined by GPS observations and a
 JU3994.high-resolution geoid model using precise GPS observation and
 JU3994.processing techniques.
 JU3994
 JU3994.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3994.GEOID18 height accuracy estimate available here.
 JU3994
 JU3994.Click photographs - Photos may exist for this station.
 JU3994
 JU3994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3994
 JU3994.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3994
 JU3994.The ellipsoidal height was determined by GPS observations
 JU3994.and is referenced to NAD 83.
 JU3994
 JU3994. The following values were computed from the NAD 83(2011) position.
 JU3994
 JU3994;                    North         East     Units Scale Factor Converg.
 JU3994;SPC DE       -   118,900.825   188,166.606   MT  0.99999672   -0 05 10.3
 JU3994;SPC DE       -   390,093.79    617,343.27   sFT  0.99999672   -0 05 10.3
 JU3994;UTM  18      - 4,324,805.703   452,127.337   MT  0.99962822   -0 20 55.7
 JU3994
 JU3994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3994!SPC DE       -   1.00000292  x   0.99999672  =   0.99999964
 JU3994!UTM  18      -   1.00000292  x   0.99962822  =   0.99963114
 JU3994
 JU3994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5212724805(NAD 83)
 JU3994
 JU3994                          SUPERSEDED SURVEY CONTROL
 JU3994
 JU3994  NAD 83(1991)-  39 04 15.74226(N)    075 33 12.26490(W) AD(       ) 3
 JU3994  ELLIP H (01/27/92)  -18.620  (m)                       GP(       ) 4 1
 JU3994  NAD 83(1986)-  39 04 15.73049(N)    075 33 12.27900(W) AD(       ) 3
 JU3994  NGVD 29 (03/22/89)   16.2    (m)  RAPSU86  model used  GPS OBS        
 JU3994
 JU3994.Superseded values are not recommended for survey control.
 JU3994
 JU3994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3994.See file dsdata.pdf to determine how the superseded data were derived.
 JU3994
 JU3994_MARKER: DQ = CALIBRATION BASE LINE DISK
 JU3994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3994_STAMPING: 0 1982
 JU3994_MARK LOGO: NGS
 JU3994_PROJECTION: FLUSH
 JU3994_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3994+STABILITY: SURFACE MOTION
 JU3994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3994+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2019
 JU3994
 JU3994  HISTORY     - Date     Condition        Report By
 JU3994  HISTORY     - 1983     MONUMENTED       NGS
 JU3994  HISTORY     - 1988     GOOD             NGS
 JU3994  HISTORY     - 20111010 GOOD             DELCOS
 JU3994  HISTORY     - 20120320 GOOD             DELCOS
 JU3994  HISTORY     - 20190626 GOOD             USPSQD
 JU3994
 JU3994                          STATION DESCRIPTION
 JU3994
 JU3994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 JU3994'THE STATION IS LOCATED ABOUT 16.1 KM (10.0 MI)
 JU3994'NORTH OF HARRINGTON,
 JU3994'10.5 KM (6.5 MI) SOUTH OF OF DOVER,
 JU3994'0.8 KM (0.5 MI) EAST OF WOODSIDE, AT THE JUNCTION OF U.S. HIGHWAY
 JU3994'13 AND COUNTY ROAD 30, IN THE MEDIAN OF THE HIGHWAY.
 JU3994'OWNERSHIP--DELAWARE DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY.
 JU3994'
 JU3994'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 13 AND 113
 JU3994'IN DOVER, GO SOUTH FOR 10.5 KM (6.5 MI) ON HIGHWAY 13 TO THE
 JU3994'JUNCTION OF COUNTY ROAD 30 AND THE STATION ON THE LEFT, IN THE
 JU3994'MEDIAN, JUST PAST THE JUNCTION.
 JU3994'
 JU3994'THE STATION IS A STANDARD NGS DISK
 JU3994'STAMPED---0 1982---,
 JU3994'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JU3994'52 CM IN DIAMETER RECESSED 2 CM BELOW GROUND.  LOCATED
 JU3994'22.3 METERS (73.0 FT) SOUTH FROM THE CENTER OF THE INTERSECTION,
 JU3994'15.2 METERS (50.0 FT) NORTH FROM A DELAWARE HIGHWAY DEPARTMENT
 JU3994'REFERENCE MARK NO. 2,
 JU3994'12.8 METERS (42.0 FT) WEST FROM THE CENTER OF THE NORTH BOUND LANES,
 JU3994'9.9 METERS (32.5 FT) EAST FROM THE CENTER OF TH SOUTH BOUND LANES,
 JU3994'4.3 METERS (14.0 FT) WEST FROM A DELAWARE HIGHWAY DEPARTMENT
 JU3994'REFERENCE MARK NO 1, AND
 JU3994'0.5 METERS (1.6 FT) WEST FROM A FIBERGLASS WITNESS POST.
 JU3994'
 JU3994'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 JU3994
 JU3994                          STATION RECOVERY (2011)
 JU3994
 JU3994'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011 (ARD)
 JU3994'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
 JU3994
 JU3994                          STATION RECOVERY (2012)
 JU3994
 JU3994'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU3994'RECOVERED IN GOOD CONDITION.
 JU3994
 JU3994                          STATION RECOVERY (2019)
 JU3994
 JU3994'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 JU3994'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AF9680 ***********************************************************************
 AF9680  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9680  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9680  DESIGNATION -  DOVER DNRC CORS ARP
 AF9680  CORS_ID     -  DNRC
 AF9680  PID         -  AF9680
 AF9680  STATE/COUNTY-  DE/KENT
 AF9680  COUNTRY     -  US
 AF9680  USGS QUAD   -  DOVER (2016)
 AF9680
 AF9680                         *CURRENT SURVEY CONTROL
 AF9680  ______________________________________________________________________
 AF9680* NAD 83(2011) POSITION- 39 09 36.28504(N) 075 31 24.94484(W)   ADJUSTED
 AF9680* NAD 83(2011) ELLIP HT-   -13.883 (meters)        (08/??/25)   ADJUSTED
 AF9680* NAD 83(2011) EPOCH   -  2010.00
 AF9680* NAVD 88 ORTHO HEIGHT -    20.49  (meters)       67.2   (feet) GPS OBS
 AF9680  ______________________________________________________________________
 AF9680  NAVD 88 orthometric height was determined with an earlier geoid model
 AF9680  GEOID HEIGHT    -        -34.390 (meters)                     GEOID18
 AF9680  NAD 83(2011) X  -  1,237,935.608 (meters)                     COMP
 AF9680  NAD 83(2011) Y  - -4,794,887.045 (meters)                     COMP
 AF9680  NAD 83(2011) Z  -  4,006,103.673 (meters)                     COMP
 AF9680
 AF9680.Formal positional accuracy estimates are not available for this CORS
 AF9680.because its coordinates were determined in part using modeled velocities.
 AF9680.A time-series residual plot is available that shows daily coordinate
 AF9680.variations relative to the published coordinates and modeled velocities.
 AF9680.Large residuals may indicate a potential error in the modeled velocities.
 AF9680
 AF9680.Residual plot at:
 AF9680.https://geodesy.noaa.gov/CORS/ncn_station_pages/index.html?stationID=DNRC.
 AF9680
 AF9680.The coordinates were established by GPS observations
 AF9680.and adjusted by the National Geodetic Survey in August 2025.
 AF9680
 AF9680.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF9680.been affixed to the stable North American Tectonic Plate. 
 AF9680
 AF9680.The coordinates are valid at the epoch date displayed above
 AF9680.which is a decimal equivalence of Year/Month/Day.
 AF9680
 AF9680.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AF9680.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AF9680.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AF9680.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AF9680.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AF9680.published epoch of 2010.00.
 AF9680
 AF9680.Additional information on MYCS is available at:
 AF9680.https://geodesy.noaa.gov/CORS/index.shtml
 AF9680
 AF9680.The orthometric height was determined by GPS observations and a
 AF9680.high-resolution geoid model using precise GPS observation and
 AF9680.processing techniques.
 AF9680
 AF9680.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF9680.GEOID18 height accuracy estimate available here.
 AF9680
 AF9680.The PID for the CORS L1 Phase Center is DR8274.
 AF9680
 AF9680.Click photographs - Photos may exist for this station.
 AF9680
 AF9680.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9680
 AF9680.The ellipsoidal height was determined by GPS observations
 AF9680.and is referenced to NAD 83.
 AF9680
 AF9680. The following values were computed from the NAD 83(2011) position.
 AF9680
 AF9680;                    North         East     Units Scale Factor Converg.
 AF9680;SPC DE       -   128,782.279   190,758.068   MT  0.99999605   -0 04 03.1
 AF9680;SPC DE       -   422,513.19    625,845.43   sFT  0.99999605   -0 04 03.1
 AF9680;UTM  18      - 4,334,671.516   454,763.133   MT  0.99962520   -0 19 50.3
 AF9680
 AF9680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9680!SPC DE       -   1.00000218  x   0.99999605  =   0.99999823
 AF9680!UTM  18      -   1.00000218  x   0.99962520  =   0.99962738
 AF9680
 AF9680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5476334671(NAD 83)
 AF9680
 AF9680                          SUPERSEDED SURVEY CONTROL
 AF9680
 AF9680  NAD 83(2011)-  39 09 36.28602(N)    075 31 24.94882(W) AD(2010.00) c
 AF9680  ELLIP H (04/??/25)  -13.844  (m)                       GP(2010.00) c c
 AF9680  NAD 83(2011)-  39 09 36.28527(N)    075 31 24.94486(W) AD(2010.00) c
 AF9680  ELLIP H (04/??/22)  -13.890  (m)                       GP(2010.00) c c
 AF9680  NAD 83(2011)-  39 09 36.28526(N)    075 31 24.94487(W) AD(2010.00) c
 AF9680  ELLIP H (06/??/19)  -13.913  (m)                       GP(2010.00) c c
 AF9680  NAD 83(2011)-  39 09 36.28535(N)    075 31 24.94481(W) AD(2010.00) c
 AF9680  NAD 83(2011)-  39 09 36.28521(N)    075 31 24.94482(W) AD(2010.00) c
 AF9680  ELLIP H (08/??/11)  -13.915  (m)                       GP(2010.00) c c
 AF9680  NAD 83(2007)-  39 09 36.28555(N)    075 31 24.94543(W) AD(2002.00) c
 AF9680  NAD 83(CORS)-  39 09 36.28555(N)    075 31 24.94543(W) AD(2002.00) c
 AF9680  ELLIP H (03/??/02)  -13.869  (m)                       GP(2002.00) c c
 AF9680  NAD 83(CORS)-  39 09 36.28577(N)    075 31 24.94556(W) AD(1997.00) c
 AF9680  ELLIP H (07/??/98)  -13.867  (m)                       GP(1997.00) c c
 AF9680
 AF9680.Superseded values are not recommended for survey control.
 AF9680
 AF9680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9680.See file dsdata.pdf to determine how the superseded data were derived.
 AF9680
 AF9680_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9680
 AF9680                          STATION DESCRIPTION
 AF9680
 AF9680'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AF9680'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AF9680'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AF9680'AND LOG FILES ACCESSIBLE AT:
 AF9680'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DH3832 ***********************************************************************
 DH3832  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3832  DESIGNATION -  DOVER DOT CORS ARP
 DH3832  CORS_ID     -  DEDT
 DH3832  PID         -  DH3832
 DH3832  STATE/COUNTY-  DE/KENT
 DH3832  COUNTRY     -  US
 DH3832  USGS QUAD   -  DOVER (2016)
 DH3832
 DH3832                         *CURRENT SURVEY CONTROL
 DH3832  ______________________________________________________________________
 DH3832* NAD 83(2011) POSITION- 39 08 52.28167(N) 075 30 15.64747(W)   ADJUSTED
 DH3832* NAD 83(2011) ELLIP HT-   -11.346 (meters)        (04/??/25)   ADJUSTED
 DH3832* NAD 83(2011) EPOCH   -  2010.00
 DH3832  ______________________________________________________________________
 DH3832  GEOID HEIGHT    -        -34.465 (meters)                     GEOID18
 DH3832  NAD 83(2011) X  -  1,239,761.402 (meters)                     COMP
 DH3832  NAD 83(2011) Y  - -4,795,302.317 (meters)                     COMP
 DH3832  NAD 83(2011) Z  -  4,005,052.992 (meters)                     COMP
 DH3832
 DH3832  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH3832  Standards:
 DH3832         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH3832            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH3832  -------------------------------------------------------------------
 DH3832  NETWORK    0.12   0.37           0.05   0.05   0.19     -0.14655500
 DH3832  -------------------------------------------------------------------
 DH3832
 DH3832.The coordinates were established by GPS observations
 DH3832.and adjusted by the National Geodetic Survey in April 2025.
 DH3832
 DH3832.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH3832.been affixed to the stable North American Tectonic Plate. 
 DH3832
 DH3832.The coordinates are valid at the epoch date displayed above
 DH3832.which is a decimal equivalence of Year/Month/Day.
 DH3832
 DH3832.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DH3832.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DH3832.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DH3832.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DH3832.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DH3832.published epoch of 2010.00.
 DH3832
 DH3832.Additional information on MYCS is available at:
 DH3832.https://geodesy.noaa.gov/CORS/index.shtml
 DH3832
 DH3832.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3832.GEOID18 height accuracy estimate available here.
 DH3832
 DH3832.The PID for the CORS L1 Phase Center is DH3833.
 DH3832
 DH3832.Click photographs - Photos may exist for this station.
 DH3832
 DH3832.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3832
 DH3832.The ellipsoidal height was determined by GPS observations
 DH3832.and is referenced to NAD 83.
 DH3832
 DH3832. The following values were computed from the NAD 83(2011) position.
 DH3832
 DH3832;                    North         East     Units Scale Factor Converg.
 DH3832;SPC DE       -   127,423.506   192,420.480   MT  0.99999571   -0 03 19.3
 DH3832;SPC DE       -   418,055.29    631,299.52   sFT  0.99999571   -0 03 19.3
 DH3832;UTM  18      - 4,333,305.631   456,418.673   MT  0.99962339   -0 19 06.3
 DH3832
 DH3832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3832!SPC DE       -   1.00000178  x   0.99999571  =   0.99999749
 DH3832!UTM  18      -   1.00000178  x   0.99962339  =   0.99962517
 DH3832
 DH3832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5641833305(NAD 83)
 DH3832
 DH3832                          SUPERSEDED SURVEY CONTROL
 DH3832
 DH3832  NAD 83(2011)-  39 08 52.28180(N)    075 30 15.64742(W) AD(2010.00) c
 DH3832  ELLIP H (06/??/19)  -11.349  (m)                       GP(2010.00) c c
 DH3832  NAD 83(2011)-  39 08 52.28182(N)    075 30 15.64718(W) AD(2010.00) c
 DH3832  NAD 83(2011)-  39 08 52.28184(N)    075 30 15.64741(W) AD(2010.00) c
 DH3832  ELLIP H (08/??/11)  -11.357  (m)                       GP(2010.00) c c
 DH3832  NAD 83(CORS)-  39 08 52.28196(N)    075 30 15.64759(W) AD(2002.00) c
 DH3832  ELLIP H (06/??/05)  -11.341  (m)                       GP(2002.00) c c
 DH3832
 DH3832.Superseded values are not recommended for survey control.
 DH3832
 DH3832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3832.See file dsdata.pdf to determine how the superseded data were derived.
 DH3832
 DH3832_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3832
 DH3832                          STATION DESCRIPTION
 DH3832
 DH3832'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DH3832'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DH3832'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DH3832'AND LOG FILES ACCESSIBLE AT:
 DH3832'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1380 ***********************************************************************
 JU1380  DESIGNATION -  DRAVO
 JU1380  PID         -  JU1380
 JU1380  STATE/COUNTY-  DE/NEW CASTLE
 JU1380  COUNTRY     -  US
 JU1380  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1380
 JU1380                         *CURRENT SURVEY CONTROL
 JU1380  ______________________________________________________________________
 JU1380* NAD 83(1991) POSITION- 39 44 00.90905(N) 075 33 52.90519(W)   ADJUSTED
 JU1380* NAVD 88 ORTHO HEIGHT -     1.589 (meters)        5.21  (feet) ADJUSTED
 JU1380  ______________________________________________________________________
 JU1380  GEOID HEIGHT    -        -32.937 (meters)                     GEOID18
 JU1380  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 JU1380  DYNAMIC HEIGHT  -          1.588 (meters)        5.21  (feet) COMP
 JU1380  MODELED GRAVITY -    980,174.5   (mgal)                       NAVD 88
 JU1380
 JU1380  HORZ ORDER      -  SECOND
 JU1380  VERT ORDER      -  FIRST     CLASS I
 JU1380
 JU1380.The horizontal coordinates were established by classical geodetic methods
 JU1380.and adjusted by the National Geodetic Survey in January 1992.
 JU1380
 JU1380.The orthometric height was determined by differential leveling and
 JU1380.adjusted by the NATIONAL GEODETIC SURVEY
 JU1380.in June 1991.
 JU1380
 JU1380.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1380.GEOID18 height accuracy estimate available here.
 JU1380
 JU1380.Click photographs - Photos may exist for this station.
 JU1380
 JU1380.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1380
 JU1380.The dynamic height is computed by dividing the NAVD 88
 JU1380.geopotential number by the normal gravity value computed on the
 JU1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1380.degrees latitude (g = 980.6199 gals.).
 JU1380
 JU1380.The modeled gravity was interpolated from observed gravity values.
 JU1380
 JU1380. The following values were computed from the NAD 83(1991) position.
 JU1380
 JU1380;                    North         East     Units Scale Factor Converg.
 JU1380;SPC DE       -   192,460.011   187,310.287   MT  0.99999698   -0 05 40.6
 JU1380;SPC DE       -   631,429.22    614,533.83   sFT  0.99999698   -0 05 40.6
 JU1380;UTM  18      - 4,398,340.964   451,610.780   MT  0.99962883   -0 21 39.5
 JU1380
 JU1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1380!SPC DE       -   1.00000492  x   0.99999698  =   1.00000190
 JU1380!UTM  18      -   1.00000492  x   0.99962883  =   0.99963375
 JU1380
 JU1380:                Primary Azimuth Mark                     Grid Az
 JU1380:SPC DE       -  RODNEY                                   359 02 43.0
 JU1380:UTM  18      -  RODNEY                                   359 18 41.9
 JU1380
 JU1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5161098340(NAD 83)
 JU1380
 JU1380|---------------------------------------------------------------------|
 JU1380| PID    Reference Object                     Distance      Geod. Az  |
 JU1380|                                                           dddmmss.s |
 JU1380| JU3686 DRAVO B                             193.577 METERS 01611     |
 JU1380| JU1381 DRAVO RM 1                           21.706 METERS 09057     |
 JU1380| JU3710 WILMINGTON RADIO STA WTUX MAST      APPROX. 1.8 KM 1732101.6 |
 JU1380| JU3717 WILMINGTON ARTESIAN BLACK TANK      APPROX. 3.0 KM 1883938.1 |
 JU1380| JU1379 DRAVO RM 2                           21.000 METERS 28530     |
 JU1380| JU1378 DRAVO A                              53.244 METERS 28532     |
 JU1380| JU3704 WILMINGTON ST HEDWIGS S SPIRE       APPROX. 0.8 KM 3504654.0 |
 JU1380| JU3705 WILMINGTON ST HEDWIGS N SPIRE       APPROX. 0.8 KM 3512715.3 |
 JU1380| JU3640 RODNEY                              APPROX. 2.0 KM 3585702.4 |
 JU1380|---------------------------------------------------------------------|
 JU1380
 JU1380                          SUPERSEDED SURVEY CONTROL
 JU1380
 JU1380  NAD 83(1986)-  39 44 00.90582(N)    075 33 52.91147(W) AD(       ) 2
 JU1380  NAD 27      -  39 44 00.49550(N)    075 33 54.18950(W) AD(       ) 2
 JU1380  NGVD 29               1.93   (m)            6.3    (f) LEVELING    3  
 JU1380  NGVD 29 (11/26/84)    1.848  (m)            6.06   (f) ADJUSTED    1 1
 JU1380
 JU1380.Superseded values are not recommended for survey control.
 JU1380
 JU1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1380.See file dsdata.pdf to determine how the superseded data were derived.
 JU1380
 JU1380_MARKER: DS = TRIANGULATION STATION DISK
 JU1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1380_STAMPING: DRAVO 1958
 JU1380_MARK LOGO: CGS
 JU1380_PROJECTION: PROJECTING 3 CENTIMETERS
 JU1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1380+STABILITY: SURFACE MOTION
 JU1380
 JU1380  HISTORY     - Date     Condition        Report By
 JU1380  HISTORY     - 1958     MONUMENTED       CGS
 JU1380  HISTORY     - 1961     GOOD             CGS
 JU1380  HISTORY     - 1963     GOOD             CGS
 JU1380  HISTORY     - 1964     GOOD             CGS
 JU1380  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU1380
 JU1380                          STATION DESCRIPTION
 JU1380
 JU1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JU1380'STATION IS LOCATED ABOUT 1.25 MILES SOUTHWEST OF THE POST
 JU1380'OFFICE IN WILMINGTON, ABOUT 0.25 MILE NORTHWEST OF CHRISTIANA
 JU1380'RIVER AND ABOUT 150 YARDS SOUTHWEST OF A LARGE BLACK GAS
 JU1380'TANK.  STATION IS 10-1/2 FEET SOUTH OF CHAIN LINK FENCE,
 JU1380'35-1/2 FEET NORTH OF THE NORTH RAIL OF RAILROAD AND 72 FEET
 JU1380'EAST OF FENCE CORNER.  THE MARK IS A STANDARD STATION DISK
 JU1380'SET IN A 12X12 INCH CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 JU1380'AND THE DISK IS STAMPED DRAVO 1958.
 JU1380'
 JU1380'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF A CHAIN LINK FENCE
 JU1380'AND 55 FEET NORTH OF NORTH RAIL OF RAILROAD.  THE MARK IS A
 JU1380'STANDARD REFERENCE DISK SET IN A 12X12 INCH CONCRETE
 JU1380'MONUMENT WHICH IS FLUSH WITH THE GROUND AND THE DISK IS
 JU1380'STAMPED DRAVO NO 1 1958.
 JU1380'
 JU1380'REFERENCE MARK NO. 2 IS 3 FEET EAST OF FENCE CORNER, 1 FOOT
 JU1380'SOUTH OF FENCE AND 27-1/2 FEET EAST OF APPROXIMATE CENTERLINE
 JU1380'OF ROAD.  THE MARK IS A STANDARD REFERENCE DISK SET IN A
 JU1380'12X12 INCH CONCRETE MONUMENT WHICH PROJECTS 2 INCHES AND THE
 JU1380'DISK IS STAMPED DRAVO NO 2 1958.
 JU1380'
 JU1380'DRAVO A IS 10 FEET NORTH OF NORTH RAIL OF RAILROAD, 21 FEET
 JU1380'EAST OF EAST RAIL OF RAILROAD, 23 FEET NORTHEAST OF RAILROAD
 JU1380'INTERSECTION AND 46 FEET WEST-SOUTHWEST OF UTILITY POLE
 JU1380'NO. 43.  THE MARK IS A STANDARD TRAVERSE DISK SET IN A 12X12
 JU1380'INCH CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND THE DISK
 JU1380'IS STAMPED DRAVO A 1958.
 JU1380'
 JU1380'A TRAVERSE CONNECTION WAS MADE TO DRAVO A AND THE DISTANCE
 JU1380'IS SHOWN ABOVE.
 JU1380'
 JU1380'TO REACH FROM THE POST OFFICE IN WILMINGTON, GO
 JU1380'SOUTHWESTERLY ON MARKET STREET FOR 0.65 MILE TO WEST FRONT
 JU1380'STREET.  TURN RIGHT AND GO NORTHWESTERLY ON FRONT STREET FOR
 JU1380'0.35 MILE TO FIVE WAY INTERSECTION.  BEAR LEFT AND GO
 JU1380'WESTERLY ON MARYLAND AVENUE FOR 0.4 MILE TO SIGNAL LIGHT AT
 JU1380'INTERSECTION OF BEECH STREET.  TURN LEFT AND GO
 JU1380'SOUTH-SOUTHEAST ON BEECH STREET FOR 0.15 MILE TO RAILROAD
 JU1380'UNDERPASS.  CONTINUE SOUTHEASTERLY ON BEECH STREET FOR 0.05
 JU1380'MILE TO SIDE ROAD RIGHT AT LARGE BLACK GAS TANK.  TURN RIGHT
 JU1380'AND GO SOUTH-SOUTHWEST FOR 0.1 MILE TO SIDE ROAD LEFT AT
 JU1380'CORNER OF CHAIN LINK FENCE AND STATION AS DESCRIBED.
 JU1380'
 JU1380'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JU1380
 JU1380                          STATION RECOVERY (1961)
 JU1380
 JU1380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WER)
 JU1380'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 JU1380'DESCRIBED.  BECAUSE WEST FRONT STREET IS NOW A ONE WAY STREET
 JU1380'EASTERLY, THE DIRECTION TO STATION SHOULD READ AS FOLLOWS--
 JU1380'
 JU1380'TO REACH FROM THE POST OFFICE IN WILMINGTON, GO
 JU1380'SOUTHWESTERLY ON MARKET STREET FOR 0.6 MILE TO 2ND
 JU1380'STREET.  TURN RIGHT AND GO NORTHWESTERLY ON 2ND STREET FOR
 JU1380'0.35 MILE TO S. MADISON STREET.  TURN LEFT AND GO
 JU1380'SOUTHWESTERLY ON S. MADISON STREET FOR 0.5 MILE TO FIVE WAY
 JU1380'INTERSECTION.  CROSS INTERSECTION AND GO WESTERLY ON MARYLAND
 JU1380'AVENUE FOR 0.4 MILE TO SIGNAL LIGHT AT INTERSECTION OF BEECH
 JU1380'STREET.  TURN LEFT AND GO SOUTH-SOUTHEAST ON BEECH STREET FOR
 JU1380'0.15 MILE TO RAILROAD UNDERPASS.  CONTINUE SOUTHEASTERLY ON
 JU1380'BEECH STREET FOR 0.05 MILE TO SIDE ROAD AT LARGE BLACK GAS
 JU1380'TANK.  TURN RIGHT AND GO SOUTH-SOUTHWEST FOR 0.1 MILE TO
 JU1380'SIDE ROAD LEFT AT CORNER OF CHAIN LINK FENCE AND STATION AS
 JU1380'DESCRIBED.
 JU1380
 JU1380                          STATION RECOVERY (1963)
 JU1380
 JU1380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU1380'AT WILMINGTON.
 JU1380'AT WILMINGTON, ABOUT 0.9 MILE SOUTHWEST ALONG CITY LINE OF
 JU1380'PENNSYLVANIA RAILROAD FROM THE STATION AT WILMINGTON, ABOUT 0.15
 JU1380'MILE SOUTH OF RAILROAD OVERPASS OF BEECH STREET, 0.1 MILE
 JU1380'SOUTHWEST OF A LARGE GAS TANK, 0.2 MILE NORTHWEST OF 3-STORY
 JU1380'VETERANS ADMINISTRATION BUILDING, 10 FEET SOUTHWEST OF STEEL
 JU1380'FENCE AROUND GAS TANK, 96 FEET EAST-SOUTHEAST OF CENTER LINE OF
 JU1380'DRAVO ROAD, 71 1/2 FEET EAST-SOUTHEAST OF STEEL FENCE CORNER,
 JU1380'68.8 FEET EAST-SOUTHEAST OF RM NO 2 DESCRIBED, 71.2 FEET WEST OF
 JU1380'RM NO 1 DESCRIBED, 1.5 FEET NORTHWEST OF A STEEL WITNESS POST,
 JU1380'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.  CHANGED
 JU1380'ELEVATION.
 JU1380
 JU1380                          STATION RECOVERY (1964)
 JU1380
 JU1380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 JU1380'THE STATION AND THE TWO REFERENCE MARKS WERE RECOVERED AND
 JU1380'IN GOOD CONDITION.  THE DESCRIPTION TO REACH IS ADEQUATE.
 JU1380
 JU1380                          STATION RECOVERY (1979)
 JU1380
 JU1380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1380'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1378 ***********************************************************************
 JU1378  DESIGNATION -  DRAVO A
 JU1378  PID         -  JU1378
 JU1378  STATE/COUNTY-  DE/NEW CASTLE
 JU1378  COUNTRY     -  US
 JU1378  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1378
 JU1378                         *CURRENT SURVEY CONTROL
 JU1378  ______________________________________________________________________
 JU1378* NAD 83(1991) POSITION- 39 44 01.37115(N) 075 33 55.05957(W)   ADJUSTED
 JU1378* NAVD 88 ORTHO HEIGHT -     1.509 (meters)        4.95  (feet) ADJUSTED
 JU1378  ______________________________________________________________________
 JU1378  GEOID HEIGHT    -        -32.936 (meters)                     GEOID18
 JU1378  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 JU1378  DYNAMIC HEIGHT  -          1.508 (meters)        4.95  (feet) COMP
 JU1378  MODELED GRAVITY -    980,174.5   (mgal)                       NAVD 88
 JU1378
 JU1378  HORZ ORDER      -  SECOND
 JU1378  VERT ORDER      -  FIRST     CLASS I
 JU1378
 JU1378.The horizontal coordinates were established by classical geodetic methods
 JU1378.and adjusted by the National Geodetic Survey in January 1992.
 JU1378
 JU1378.The orthometric height was determined by differential leveling and
 JU1378.adjusted by the NATIONAL GEODETIC SURVEY
 JU1378.in June 1991.
 JU1378
 JU1378.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1378.GEOID18 height accuracy estimate available here.
 JU1378
 JU1378.Click photographs - Photos may exist for this station.
 JU1378
 JU1378.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1378
 JU1378.The dynamic height is computed by dividing the NAVD 88
 JU1378.geopotential number by the normal gravity value computed on the
 JU1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1378.degrees latitude (g = 980.6199 gals.).
 JU1378
 JU1378.The modeled gravity was interpolated from observed gravity values.
 JU1378
 JU1378. The following values were computed from the NAD 83(1991) position.
 JU1378
 JU1378;                    North         East     Units Scale Factor Converg.
 JU1378;SPC DE       -   192,474.348   187,259.009   MT  0.99999700   -0 05 42.0
 JU1378;SPC DE       -   631,476.26    614,365.60   sFT  0.99999700   -0 05 42.0
 JU1378;UTM  18      - 4,398,355.534   451,559.589   MT  0.99962889   -0 21 40.9
 JU1378
 JU1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1378!SPC DE       -   1.00000493  x   0.99999700  =   1.00000193
 JU1378!UTM  18      -   1.00000493  x   0.99962889  =   0.99963382
 JU1378
 JU1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5155998355(NAD 83)
 JU1378
 JU1378                          SUPERSEDED SURVEY CONTROL
 JU1378
 JU1378  NAD 83(1986)-  39 44 01.36786(N)    075 33 55.06559(W) AD(       ) 2
 JU1378  NAD 27      -  39 44 00.95780(N)    075 33 56.34370(W) AD(       ) 2
 JU1378  NGVD 29               1.85   (m)            6.1    (f) LEVELING    3  
 JU1378  NGVD 29 (11/26/84)    1.768  (m)            5.80   (f) ADJUSTED    1 1
 JU1378
 JU1378.Superseded values are not recommended for survey control.
 JU1378
 JU1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1378.See file dsdata.pdf to determine how the superseded data were derived.
 JU1378
 JU1378_MARKER: DE = TRAVERSE STATION DISK
 JU1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1378_STAMPING: DRAVO A 1958
 JU1378_MARK LOGO: CGS
 JU1378_PROJECTION: PROJECTING 3 CENTIMETERS
 JU1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1378+STABILITY: SURFACE MOTION
 JU1378
 JU1378  HISTORY     - Date     Condition        Report By
 JU1378  HISTORY     - 1958     MONUMENTED       CGS
 JU1378  HISTORY     - 1959     GOOD             CGS
 JU1378  HISTORY     - 1963     GOOD             CGS
 JU1378  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU1378
 JU1378                          STATION DESCRIPTION
 JU1378
 JU1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (HRL)
 JU1378'STATION IS LOCATED ABOUT 1.25 MILES SOUTH-SOUTHWEST OF THE
 JU1378'POST OFFICE IN WILMINGTON ALONG DRAVO STREET AND NEAR THE
 JU1378'MILL CREEK BRANCH OF THE PENNSYLVANIA RAILROAD.  STATION IS
 JU1378'23 FEET NORTHWEST OF RAILROAD INTERSECTION, 10-1/2 FEET
 JU1378'NORTH OF NORTH RAIL OF RAILROAD AND 46-1/2 FEET
 JU1378'SOUTHWEST OF UTILITY POLE.  THE MARK IS A STANDARD TRAVERSE
 JU1378'DISK SET IN A 12X12 INCH CONCRETE MONUMENT WHICH PROJECTS
 JU1378'3 INCHES AND THE DISK IS STAMPED DRAVO A 1958.
 JU1378'
 JU1378'TO REACH FROM THE INTERSECTION OF MARYLAND AVENUE AND BEECH
 JU1378'STREET IN WILMINGTON, GO SOUTHEASTERLY ON BEECH STREET FOR
 JU1378'0.2 MILE TO SIDE ROAD RIGHT AT LARGE BLACK GAS TANK.  TURN
 JU1378'RIGHT AND GO SOUTHWESTERLY ON DRAVO STREET FOR 0.1 MILE TO
 JU1378'SIDE ROAD LEFT AT FENCE CORNER AND STATION ON RIGHT (WEST)
 JU1378'SIDE OF ROAD AS DESCRIBED.
 JU1378
 JU1378                          STATION RECOVERY (1959)
 JU1378
 JU1378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JU1378'AT WILMINGTON.
 JU1378'AT WILMINGTON, ABOUT 0.9 MILE SOUTHWEST ALONG THE PENNSYLVANIA
 JU1378'RAILROAD FROM THE STATION AT WILMINGTON, ABOUT 0.15 MILE
 JU1378'SOUTHWEST OF OVERPASS OF TRACK OVER BEECH STREET, ABOUT 0.2
 JU1378'MILE NORTHWEST OF 3-STORY BUILDING OF VETERANS ADMINSTRATION,
 JU1378'ALONG CITY LINE OF P.R.R., ABOUT 0.05 MILE SOUTHEAST OF MAIN LINE
 JU1378'TRACK OF P.R.R., AT THE NORTHEAST ONE OF THREE SPUR TRACK
 JU1378'CROSSINGS, ABOUT 0.1 MILE SOUTHWEST OF A LARGE BLACK GAS TANK,
 JU1378'10 FEET NORTH OF NORTH RAIL OF TRACK LEADING EAST INTO FENCE
 JU1378'ENCLOSURE AROUND GAS TANK, 20 FEET WEST-NORTHWEST OF NEAR RAIL
 JU1378'OF TRACK FOLLOWING BLACK TOP ROAD, 78 FEET WEST-NORTHWEST OF
 JU1378'CENTER LINE OF BLACK TOP ROAD (DRAVO ROAD), ABOUT LEVEL WITH
 JU1378'TRACKS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JU1378
 JU1378                          STATION RECOVERY (1963)
 JU1378
 JU1378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU1378'RECOVERED IN GOOD CONDITION.
 JU1378
 JU1378                          STATION RECOVERY (1979)
 JU1378
 JU1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1378'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3686 ***********************************************************************
 JU3686  DESIGNATION -  DRAVO B
 JU3686  PID         -  JU3686
 JU3686  STATE/COUNTY-  DE/NEW CASTLE
 JU3686  COUNTRY     -  US
 JU3686  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3686
 JU3686                         *CURRENT SURVEY CONTROL
 JU3686  ______________________________________________________________________
 JU3686* NAD 83(1991) POSITION- 39 44 06.93701(N) 075 33 50.64022(W)   ADJUSTED
 JU3686* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU3686  ______________________________________________________________________
 JU3686  GEOID HEIGHT    -        -32.934 (meters)                     GEOID18
 JU3686  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 JU3686  HORZ ORDER      -  SECOND
 JU3686
 JU3686.The horizontal coordinates were established by classical geodetic methods
 JU3686.and adjusted by the National Geodetic Survey in January 1992.
 JU3686
 JU3686.The orthometric height was scaled from a topographic map.
 JU3686
 JU3686.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3686.GEOID18 height accuracy estimate available here.
 JU3686
 JU3686.Click photographs - Photos may exist for this station.
 JU3686
 JU3686.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3686
 JU3686. The following values were computed from the NAD 83(1991) position.
 JU3686
 JU3686;                    North         East     Units Scale Factor Converg.
 JU3686;SPC DE       -   192,645.833   187,364.527   MT  0.99999696   -0 05 39.2
 JU3686;SPC DE       -   632,038.87    614,711.79   sFT  0.99999696   -0 05 39.2
 JU3686;UTM  18      - 4,398,526.463   451,665.863   MT  0.99962876   -0 21 38.1
 JU3686
 JU3686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3686!SPC DE       -   1.00000491  x   0.99999696  =   1.00000187
 JU3686!UTM  18      -   1.00000491  x   0.99962876  =   0.99963366
 JU3686
 JU3686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5166598526(NAD 83)
 JU3686
 JU3686|---------------------------------------------------------------------|
 JU3686| PID    Reference Object                     Distance      Geod. Az  |
 JU3686|                                                           dddmmss.s |
 JU3686| JU1378 DRAVO A                             201.349 METERS 21131     |
 JU3686| JU1376 DRAVO B 2                            27.173 METERS 33428     |
 JU3686| JU3676 DRAVO C                             340.157 METERS 33428     |
 JU3686|---------------------------------------------------------------------|
 JU3686
 JU3686                          SUPERSEDED SURVEY CONTROL
 JU3686
 JU3686  NAD 83(1986)-  39 44 06.93368(N)    075 33 50.64651(W) AD(       ) 2
 JU3686  NAD 27      -  39 44 06.52380(N)    075 33 51.92500(W) AD(       ) 2
 JU3686
 JU3686.Superseded values are not recommended for survey control.
 JU3686
 JU3686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3686.See file dsdata.pdf to determine how the superseded data were derived.
 JU3686
 JU3686_MARKER: DE = TRAVERSE STATION DISK
 JU3686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3686_STAMPING: DRAVO B 1958
 JU3686_MARK LOGO: CGS
 JU3686_PROJECTION: PROJECTING 8 CENTIMETERS
 JU3686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3686+STABILITY: SURFACE MOTION
 JU3686
 JU3686  HISTORY     - Date     Condition        Report By
 JU3686  HISTORY     - 1958     MONUMENTED       CGS
 JU3686  HISTORY     - 1964     GOOD             CGS
 JU3686
 JU3686                          STATION DESCRIPTION
 JU3686
 JU3686'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (HRL)
 JU3686'STATION IS LOCATED IN THE CITY OF WILMINGTON NEAR THE
 JU3686'INTERSECTION OF DRAVO ROAD AND BEECH STREET.  STATION IS 20
 JU3686'FEET NORTH-NORTHWEST OF THE CENTERLINE OF DRAVO ROAD, 13
 JU3686'FEET NORTH-NORTHEAST OF A MANHOLE COVER, 22 FEET
 JU3686'SOUTH-SOUTHEAST OF THE SOUTHEAST RAIL OF RAILROAD, 74 FEET
 JU3686'SOUTHWEST OF THE CENTERLINE OF BEECH STREET.  THE STATION IS
 JU3686'MARKED BY A STANDARD TRAVERSE STATION DISK SET IN A 10 BY
 JU3686'10 INCH CONCRETE MONUMENT, PROJECTS 3 INCHES AND THE DISK IS
 JU3686'STAMPED DRAVO B 1958.
 JU3686
 JU3686                          STATION RECOVERY (1964)
 JU3686
 JU3686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB)
 JU3686'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 JU3686'CONDITION.  THE STATION WAS IN THE CONSTRUCTION LIMITS OF A
 JU3686'NEW HIGHWAY SO STATION DRAVO B 2 WAS ESTABLISHED AND THIS
 JU3686'STATION WAS DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1376 ***********************************************************************
 JU1376  DESIGNATION -  DRAVO B 2
 JU1376  PID         -  JU1376
 JU1376  STATE/COUNTY-  DE/NEW CASTLE
 JU1376  COUNTRY     -  US
 JU1376  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1376
 JU1376                         *CURRENT SURVEY CONTROL
 JU1376  ______________________________________________________________________
 JU1376* NAD 83(1991) POSITION- 39 44 07.73204(N) 075 33 51.13203(W)   NO CHECK
 JU1376* NAVD 88 ORTHO HEIGHT -     2.533 (meters)        8.31  (feet) ADJUSTED
 JU1376  ______________________________________________________________________
 JU1376  GEOID HEIGHT    -        -32.933 (meters)                     GEOID18
 JU1376  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 JU1376  DYNAMIC HEIGHT  -          2.532 (meters)        8.31  (feet) COMP
 JU1376  MODELED GRAVITY -    980,174.7   (mgal)                       NAVD 88
 JU1376
 JU1376  HORZ ORDER      -  THIRD
 JU1376  VERT ORDER      -  FIRST     CLASS I
 JU1376
 JU1376.The horizontal coordinates were established by classical geodetic methods
 JU1376.and adjusted by the National Geodetic Survey in January 1992.
 JU1376
 JU1376.No horizontal observational check was made to the station.
 JU1376
 JU1376.The orthometric height was determined by differential leveling and
 JU1376.adjusted by the NATIONAL GEODETIC SURVEY
 JU1376.in June 1991.
 JU1376
 JU1376.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1376.GEOID18 height accuracy estimate available here.
 JU1376
 JU1376.Click photographs - Photos may exist for this station.
 JU1376
 JU1376.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1376
 JU1376.The dynamic height is computed by dividing the NAVD 88
 JU1376.geopotential number by the normal gravity value computed on the
 JU1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1376.degrees latitude (g = 980.6199 gals.).
 JU1376
 JU1376.The modeled gravity was interpolated from observed gravity values.
 JU1376
 JU1376. The following values were computed from the NAD 83(1991) position.
 JU1376
 JU1376;                    North         East     Units Scale Factor Converg.
 JU1376;SPC DE       -   192,670.372   187,352.856   MT  0.99999697   -0 05 39.5
 JU1376;SPC DE       -   632,119.38    614,673.50   sFT  0.99999697   -0 05 39.5
 JU1376;UTM  18      - 4,398,551.047   451,654.311   MT  0.99962877   -0 21 38.4
 JU1376
 JU1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1376!SPC DE       -   1.00000477  x   0.99999697  =   1.00000174
 JU1376!UTM  18      -   1.00000477  x   0.99962877  =   0.99963354
 JU1376
 JU1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5165498551(NAD 83)
 JU1376
 JU1376                          SUPERSEDED SURVEY CONTROL
 JU1376
 JU1376  NAD 83(1986)-  39 44 07.72871(N)    075 33 51.13834(W) AD(       ) 3
 JU1376  NAD 27      -  39 44 07.31880(N)    075 33 52.41690(W) AD(       ) 3
 JU1376  NGVD 29 (01/10/92)    2.792  (m)            9.16   (f) ADJUSTED    1 1
 JU1376  NGVD 29 (??/??/87)    2.814  (m)            9.23   (f) SUPERSEDED  1 1
 JU1376  NGVD 29               2.90   (m)            9.5    (f) LEVELING    3  
 JU1376
 JU1376.Superseded values are not recommended for survey control.
 JU1376
 JU1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1376.See file dsdata.pdf to determine how the superseded data were derived.
 JU1376
 JU1376_MARKER: DE = TRAVERSE STATION DISK
 JU1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1376_STAMPING: DRAVO B 2 1964
 JU1376_MARK LOGO: CGS
 JU1376_PROJECTION: FLUSH
 JU1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1376+STABILITY: SURFACE MOTION
 JU1376
 JU1376  HISTORY     - Date     Condition        Report By
 JU1376  HISTORY     - 1964     MONUMENTED       CGS
 JU1376  HISTORY     - 1964     GOOD             CGS
 JU1376  HISTORY     - 1979     GOOD             NGS
 JU1376
 JU1376                          STATION DESCRIPTION
 JU1376
 JU1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JCB)
 JU1376'STATION IS LOCATED IN THE CITY OF WILMINGTON NEAR THE
 JU1376'INTERSECTION OF BEECH AND DRAVO STREETS.  STATION IS 51 FEET
 JU1376'SOUTHEAST OF THE STONE WALL OF THE RAILROAD OVERPASS OVER
 JU1376'BEECH STREET, 26 FEET SOUTHWEST OF THE CENTERLINE OF BEECH
 JU1376'STREET AND ABOUT EQUAL DISTANCE BETWEEN THE THIRD AND FOURTH
 JU1376'SET OF RAILROAD TRACKS SOUTHEAST OF THE OVERPASS.  THE MARK
 JU1376'IS A STANDARD DISK SET FLUSH IN A CONCRETE MONUMENT ABOUT 1
 JU1376'FOOT IN DIAMETER, PROJECTS ABOUT 1 INCH AND THE DISK IS
 JU1376'STAMPED DRAVO B 2 1964.
 JU1376
 JU1376                          STATION RECOVERY (1964)
 JU1376
 JU1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU1376'AT WILMINGTON.
 JU1376'AT WILMINGTON, ABOUT 0.75 MILE SOUTH-SOUTHWEST ALONG THE
 JU1376'PENNSYLVANIA RAILROAD FROM THE STATION AT WILMINGTON, NEAR THE
 JU1376'BEECH STREET UNDERPASS UNDER THE RAILROAD AND BETWEEN THE THIRD
 JU1376'AND FOURTH SET OF TRACKS SOUTHEAST OF THE MAIN TRACK (ELEVATED),
 JU1376'51 FEET SOUTH OF THE SOUTH END OF THE WEST STONE ABUTMENT OF THE
 JU1376'UNDERPASS, 3.8 FEET SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST RAIL
 JU1376'OF SIDE TRACK, 3.2 FEET NORTH-NORTHWEST OF THE NORTH-NORTHWEST
 JU1376'RAIL OF THE SIDE TRACK, ABOUT LEVEL WITH THE TRACK AND SET IN THE
 JU1376'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JU1376
 JU1376                          STATION RECOVERY (1979)
 JU1376
 JU1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1376'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3676 ***********************************************************************
 JU3676  DESIGNATION -  DRAVO C
 JU3676  PID         -  JU3676
 JU3676  STATE/COUNTY-  DE/NEW CASTLE
 JU3676  COUNTRY     -  US
 JU3676  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3676
 JU3676                         *CURRENT SURVEY CONTROL
 JU3676  ______________________________________________________________________
 JU3676* NAD 83(1991) POSITION- 39 44 16.88947(N) 075 33 56.79659(W)   ADJUSTED
 JU3676* NAVD 88 ORTHO HEIGHT -     5.    (meters)       16.    (feet) SCALED
 JU3676  ______________________________________________________________________
 JU3676  GEOID HEIGHT    -        -32.926 (meters)                     GEOID18
 JU3676  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 JU3676  HORZ ORDER      -  SECOND
 JU3676
 JU3676.The horizontal coordinates were established by classical geodetic methods
 JU3676.and adjusted by the National Geodetic Survey in January 1992.
 JU3676
 JU3676.The orthometric height was scaled from a topographic map.
 JU3676
 JU3676.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3676.GEOID18 height accuracy estimate available here.
 JU3676
 JU3676.Click photographs - Photos may exist for this station.
 JU3676
 JU3676.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3676
 JU3676. The following values were computed from the NAD 83(1991) position.
 JU3676
 JU3676;                    North         East     Units Scale Factor Converg.
 JU3676;SPC DE       -   192,953.024   187,218.443   MT  0.99999701   -0 05 43.2
 JU3676;SPC DE       -   633,046.71    614,232.51   sFT  0.99999701   -0 05 43.2
 JU3676;UTM  18      - 4,398,834.216   451,521.263   MT  0.99962893   -0 21 42.1
 JU3676
 JU3676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3676!SPC DE       -   1.00000443  x   0.99999701  =   1.00000144
 JU3676!UTM  18      -   1.00000443  x   0.99962893  =   0.99963336
 JU3676
 JU3676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5152198834(NAD 83)
 JU3676
 JU3676|---------------------------------------------------------------------|
 JU3676| PID    Reference Object                     Distance      Geod. Az  |
 JU3676|                                                           dddmmss.s |
 JU3676| JU3672 DRAVO D                              86.283 METERS 06245     |
 JU3676| JU3686 DRAVO B                             340.157 METERS 15428     |
 JU3676|---------------------------------------------------------------------|
 JU3676
 JU3676                          SUPERSEDED SURVEY CONTROL
 JU3676
 JU3676  NAD 83(1986)-  39 44 16.88606(N)    075 33 56.80306(W) AD(       ) 2
 JU3676  NAD 27      -  39 44 16.47610(N)    075 33 58.08160(W) AD(       ) 2
 JU3676
 JU3676.Superseded values are not recommended for survey control.
 JU3676
 JU3676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3676.See file dsdata.pdf to determine how the superseded data were derived.
 JU3676
 JU3676_MARKER: DE = TRAVERSE STATION DISK
 JU3676_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU3676_SP_SET: SIDEWALK
 JU3676_STAMPING: DRAVO C 1958
 JU3676_MARK LOGO: CGS
 JU3676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3676
 JU3676  HISTORY     - Date     Condition        Report By
 JU3676  HISTORY     - 1958     MONUMENTED       CGS
 JU3676  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU3676
 JU3676                          STATION DESCRIPTION
 JU3676
 JU3676'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (HRL)
 JU3676'STATION IS LOCATED IN THE CITY OF WILMINGTON NEAR THE
 JU3676'INTERSECTION OF BEECH STREET AND MARYLAND AVENUE.  STATION IS
 JU3676'1-1/2 FEET NORTH-NORTHEAST OF CURB, 21 FEET WEST-NORTHWEST
 JU3676'POWERLINE POLE, 10 FEET SOUTHWEST OF SOUTHWEST CORNER OF THE
 JU3676'WALTERS MARKET.  THE STATION IS MARKED BY A STANDARD TRAVERSE
 JU3676'STATION DISK WHICH IS CEMENTED IN A DRILL HOLE IN THE
 JU3676'CONCRETE SIDEWALK AND THE DISK IS STAMPED DRAVO C 1958.
 JU3676
 JU3676                          STATION RECOVERY (2013)
 JU3676
 JU3676'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3676'BELIEVED TO BE DESTROYED, CIRCLE ON SIDEWALK THAT RESEMBLES WHERE
 JU3676'BENCHMARK SHOULD BE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3672 ***********************************************************************
 JU3672  DESIGNATION -  DRAVO D
 JU3672  PID         -  JU3672
 JU3672  STATE/COUNTY-  DE/NEW CASTLE
 JU3672  COUNTRY     -  US
 JU3672  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3672
 JU3672                         *CURRENT SURVEY CONTROL
 JU3672  ______________________________________________________________________
 JU3672* NAD 83(1991) POSITION- 39 44 18.17021(N) 075 33 53.57494(W)   ADJUSTED
 JU3672* NAVD 88 ORTHO HEIGHT -     6.    (meters)       20.    (feet) SCALED
 JU3672  ______________________________________________________________________
 JU3672  GEOID HEIGHT    -        -32.926 (meters)                     GEOID18
 JU3672  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 JU3672  HORZ ORDER      -  SECOND
 JU3672
 JU3672.The horizontal coordinates were established by classical geodetic methods
 JU3672.and adjusted by the National Geodetic Survey in January 1992.
 JU3672
 JU3672.The orthometric height was scaled from a topographic map.
 JU3672
 JU3672.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3672.GEOID18 height accuracy estimate available here.
 JU3672
 JU3672.Click photographs - Photos may exist for this station.
 JU3672
 JU3672.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3672
 JU3672. The following values were computed from the NAD 83(1991) position.
 JU3672
 JU3672;                    North         East     Units Scale Factor Converg.
 JU3672;SPC DE       -   192,992.396   187,295.219   MT  0.99999699   -0 05 41.1
 JU3672;SPC DE       -   633,175.89    614,484.40   sFT  0.99999699   -0 05 41.1
 JU3672;UTM  18      - 4,398,873.217   451,598.192   MT  0.99962884   -0 21 40.1
 JU3672
 JU3672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3672!SPC DE       -   1.00000428  x   0.99999699  =   1.00000127
 JU3672!UTM  18      -   1.00000428  x   0.99962884  =   0.99963312
 JU3672
 JU3672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5159898873(NAD 83)
 JU3672
 JU3672                          SUPERSEDED SURVEY CONTROL
 JU3672
 JU3672  NAD 83(1986)-  39 44 18.16673(N)    075 33 53.58162(W) AD(       ) 2
 JU3672  NAD 27      -  39 44 17.75680(N)    075 33 54.86010(W) AD(       ) 2
 JU3672
 JU3672.Superseded values are not recommended for survey control.
 JU3672
 JU3672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3672.See file dsdata.pdf to determine how the superseded data were derived.
 JU3672
 JU3672_MARKER: DE = TRAVERSE STATION DISK
 JU3672_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU3672_SP_SET: SIDEWALK
 JU3672_STAMPING: DRAVO D 1959
 JU3672_MARK LOGO: CGS
 JU3672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3672+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU3672
 JU3672  HISTORY     - Date     Condition        Report By
 JU3672  HISTORY     - 1959     MONUMENTED       CGS
 JU3672  HISTORY     - 20130711 GOOD             DELCOS
 JU3672
 JU3672                          STATION DESCRIPTION
 JU3672
 JU3672'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU3672'STATION IS LOCATED AT THE INTERSECTION OF MARYLAND AVENUE
 JU3672'AND SYCAMORE STREET.  STATION IS 7-1/2 FEET WEST-NORTHWEST OF
 JU3672'BRACE POLE, 12 FEET SOUTH OF DOOR OF CAFE AND 17 FEET
 JU3672'EAST-SOUTHEAST OF FIRE PLUG.  THE MARK IS A STANDARD TRAVERSE
 JU3672'DISK SET FLUSH IN A DRILL HOLE IN CONCRETE SIDEWALK AND THE
 JU3672'DISK IS STAMPED DRAVO D 1959.
 JU3672
 JU3672                          STATION RECOVERY (2013)
 JU3672
 JU3672'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3672'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3680 ***********************************************************************
 JU3680  DESIGNATION -  DRAVO E
 JU3680  PID         -  JU3680
 JU3680  STATE/COUNTY-  DE/NEW CASTLE
 JU3680  COUNTRY     -  US
 JU3680  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3680
 JU3680                         *CURRENT SURVEY CONTROL
 JU3680  ______________________________________________________________________
 JU3680* NAD 83(1991) POSITION- 39 44 26.44743(N) 075 33 47.94884(W)   ADJUSTED
 JU3680* NAVD 88 ORTHO HEIGHT -    12.    (meters)       39.    (feet) SCALED
 JU3680  ______________________________________________________________________
 JU3680  GEOID HEIGHT    -        -32.922 (meters)                     GEOID18
 JU3680  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 JU3680  HORZ ORDER      -  SECOND
 JU3680
 JU3680.The horizontal coordinates were established by classical geodetic methods
 JU3680.and adjusted by the National Geodetic Survey in January 1992.
 JU3680
 JU3680.The orthometric height was scaled from a topographic map.
 JU3680
 JU3680.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3680.GEOID18 height accuracy estimate available here.
 JU3680
 JU3680.Click photographs - Photos may exist for this station.
 JU3680
 JU3680.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3680
 JU3680. The following values were computed from the NAD 83(1991) position.
 JU3680
 JU3680;                    North         East     Units Scale Factor Converg.
 JU3680;SPC DE       -   193,247.457   187,429.598   MT  0.99999694   -0 05 37.5
 JU3680;SPC DE       -   634,012.70    614,925.27   sFT  0.99999694   -0 05 37.5
 JU3680;UTM  18      - 4,399,127.557   451,733.706   MT  0.99962868   -0 21 36.5
 JU3680
 JU3680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3680!SPC DE       -   1.00000333  x   0.99999694  =   1.00000027
 JU3680!UTM  18      -   1.00000333  x   0.99962868  =   0.99963201
 JU3680
 JU3680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5173399127(NAD 83)
 JU3680
 JU3680                          SUPERSEDED SURVEY CONTROL
 JU3680
 JU3680  NAD 83(1986)-  39 44 26.44382(N)    075 33 47.95554(W) AD(       ) 2
 JU3680  NAD 27      -  39 44 26.03400(N)    075 33 49.23410(W) AD(       ) 2
 JU3680
 JU3680.Superseded values are not recommended for survey control.
 JU3680
 JU3680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3680.See file dsdata.pdf to determine how the superseded data were derived.
 JU3680
 JU3680_MARKER: DE = TRAVERSE STATION DISK
 JU3680_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU3680_SP_SET: SIDEWALK
 JU3680_STAMPING: DRAVO E 1959
 JU3680_MARK LOGO: CGS
 JU3680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3680+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU3680
 JU3680  HISTORY     - Date     Condition        Report By
 JU3680  HISTORY     - 1959     MONUMENTED       CGS
 JU3680  HISTORY     - 20130711 GOOD             DELCOS
 JU3680
 JU3680                          STATION DESCRIPTION
 JU3680
 JU3680'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU3680'STATION IS LOCATED ALONG NORTHWEST SIDE OF SOUTH JACKSON
 JU3680'STREET IN WILMINGTON AND ABOUT MID WAY BETWEEN ELM AND CHESTNUT
 JU3680'STREET.  STATION IS 24-1/2 FEET NORTH-NORTHWEST OF
 JU3680'APPROXIMATE CENTERLINE OF JACKSON STREET, 5-1/2 FEET
 JU3680'NORTHWEST OF CURB, 5 FEET EAST OF CONCRETE STEPS AT
 JU3680'APARTMENT NO. 211 AND ABOUT 50 YARDS NORTHEAST OF ELM
 JU3680'STREET.  THE MARK IS A STANDARD TRAVERSE DISK SET IN CONCRETE
 JU3680'IN A BRICK SIDEWALK, FLUSH WITH SURFACE OF SIDEWALK AND
 JU3680'THE DISK IS STAMPED DRAVO E 1959.
 JU3680
 JU3680                          STATION RECOVERY (2013)
 JU3680
 JU3680'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3680'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3681 ***********************************************************************
 JU3681  DESIGNATION -  DRAVO F
 JU3681  PID         -  JU3681
 JU3681  STATE/COUNTY-  DE/NEW CASTLE
 JU3681  COUNTRY     -  US
 JU3681  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3681
 JU3681                         *CURRENT SURVEY CONTROL
 JU3681  ______________________________________________________________________
 JU3681* NAD 83(1991) POSITION- 39 44 31.10077(N) 075 33 44.79061(W)   ADJUSTED
 JU3681* NAVD 88 ORTHO HEIGHT -     9.    (meters)       30.    (feet) SCALED
 JU3681  ______________________________________________________________________
 JU3681  GEOID HEIGHT    -        -32.920 (meters)                     GEOID18
 JU3681  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 JU3681  HORZ ORDER      -  SECOND
 JU3681
 JU3681.The horizontal coordinates were established by classical geodetic methods
 JU3681.and adjusted by the National Geodetic Survey in January 1992.
 JU3681
 JU3681.The orthometric height was scaled from a topographic map.
 JU3681
 JU3681.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3681.GEOID18 height accuracy estimate available here.
 JU3681
 JU3681.Click photographs - Photos may exist for this station.
 JU3681
 JU3681.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3681
 JU3681. The following values were computed from the NAD 83(1991) position.
 JU3681
 JU3681;                    North         East     Units Scale Factor Converg.
 JU3681;SPC DE       -   193,390.850   187,505.028   MT  0.99999692   -0 05 35.5
 JU3681;SPC DE       -   634,483.15    615,172.75   sFT  0.99999692   -0 05 35.5
 JU3681;UTM  18      - 4,399,270.545   451,809.774   MT  0.99962859   -0 21 34.5
 JU3681
 JU3681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3681!SPC DE       -   1.00000381  x   0.99999692  =   1.00000073
 JU3681!UTM  18      -   1.00000381  x   0.99962859  =   0.99963239
 JU3681
 JU3681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5180999270(NAD 83)
 JU3681
 JU3681|---------------------------------------------------------------------|
 JU3681| PID    Reference Object                     Distance      Geod. Az  |
 JU3681|                                                           dddmmss.s |
 JU3681| JU3703 W 2 ST                               92.736 METERS 02741     |
 JU3681| JU3753 W 3 ST                              210.915 METERS 02741     |
 JU3681| JU3754 W 4 ST                              282.444 METERS 02741     |
 JU3681| JU3677 DRAVO G                             339.098 METERS 02741     |
 JU3681| JU3680 DRAVO E                             162.023 METERS 20739     |
 JU3681| JU3708 READ                                 64.041 METERS 20740     |
 JU3681|---------------------------------------------------------------------|
 JU3681
 JU3681                          SUPERSEDED SURVEY CONTROL
 JU3681
 JU3681  NAD 83(1986)-  39 44 31.09705(N)    075 33 44.79733(W) AD(       ) 2
 JU3681  NAD 27      -  39 44 30.68730(N)    075 33 46.07590(W) AD(       ) 2
 JU3681
 JU3681.Superseded values are not recommended for survey control.
 JU3681
 JU3681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3681.See file dsdata.pdf to determine how the superseded data were derived.
 JU3681
 JU3681_MARKER: DE = TRAVERSE STATION DISK
 JU3681_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU3681_SP_SET: SIDEWALK
 JU3681_STAMPING: DRAVO F 1959
 JU3681_MARK LOGO: CGS
 JU3681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3681
 JU3681  HISTORY     - Date     Condition        Report By
 JU3681  HISTORY     - 1959     MONUMENTED       CGS
 JU3681  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU3681
 JU3681                          STATION DESCRIPTION
 JU3681
 JU3681'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU3681'STATION IS LOCATED IN THE CITY OF WILMINGTON AT THE
 JU3681'INTERSECTION OF SOUTH JACKSON STREET AND LANCASTER
 JU3681'AVENUE.  STATION IS 35 FEET NORTH OF THE APPROXIMATE CENTER
 JU3681'OF INTERSECTION, 9 FEET EAST OF AN UTILITY POLE, 9 FEET SOUTH
 JU3681'OF THE ENTRANCE TO NICKS LIQUOR STORE, 6.5 FEET NORTHEAST OF
 JU3681'THE CURB OF LANCASTER AVENUE AND 6 FEET NORTHWEST OF THE CURB
 JU3681'OF SOUTH JACKSON STREET.  STATION IS MARKED BY A STANDARD
 JU3681'TRAVERSE STATION DISK WHICH IS CEMENTED FLUSH IN A DRILL HOLE
 JU3681'IN THE CONCRETE SIDEWALK AND THE DISK IS STAMPED DRAVO F
 JU3681'1959.
 JU3681
 JU3681                          STATION RECOVERY (2013)
 JU3681
 JU3681'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3681'BELIEVED TO BE DESTROYED IN CONSTRUCTION OF HANDICAP ACCESIBLE
 JU3681'SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3677 ***********************************************************************
 JU3677  DESIGNATION -  DRAVO G
 JU3677  PID         -  JU3677
 JU3677  STATE/COUNTY-  DE/NEW CASTLE
 JU3677  COUNTRY     -  US
 JU3677  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3677
 JU3677                         *CURRENT SURVEY CONTROL
 JU3677  ______________________________________________________________________
 JU3677* NAD 83(1991) POSITION- 39 44 40.83666(N) 075 33 38.17300(W)   ADJUSTED
 JU3677* NAVD 88 ORTHO HEIGHT -    18.    (meters)       59.    (feet) SCALED
 JU3677  ______________________________________________________________________
 JU3677  GEOID HEIGHT    -        -32.916 (meters)                     GEOID18
 JU3677  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 JU3677  HORZ ORDER      -  SECOND
 JU3677
 JU3677.The horizontal coordinates were established by classical geodetic methods
 JU3677.and adjusted by the National Geodetic Survey in January 1992.
 JU3677
 JU3677.The orthometric height was scaled from a topographic map.
 JU3677
 JU3677.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3677.GEOID18 height accuracy estimate available here.
 JU3677
 JU3677.Click photographs - Photos may exist for this station.
 JU3677
 JU3677.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3677
 JU3677. The following values were computed from the NAD 83(1991) position.
 JU3677
 JU3677;                    North         East     Units Scale Factor Converg.
 JU3677;SPC DE       -   193,690.864   187,663.072   MT  0.99999687   -0 05 31.3
 JU3677;SPC DE       -   635,467.44    615,691.26   sFT  0.99999687   -0 05 31.3
 JU3677;UTM  18      - 4,399,569.711   451,969.153   MT  0.99962840   -0 21 30.4
 JU3677
 JU3677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3677!SPC DE       -   1.00000239  x   0.99999687  =   0.99999926
 JU3677!UTM  18      -   1.00000239  x   0.99962840  =   0.99963079
 JU3677
 JU3677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5196999569(NAD 83)
 JU3677
 JU3677|---------------------------------------------------------------------|
 JU3677| PID    Reference Object                     Distance      Geod. Az  |
 JU3677|                                                           dddmmss.s |
 JU3677| JU3687 DRAVO H                             135.542 METERS 02743     |
 JU3677| JU3755 W 5 ST                               40.537 METERS 02744     |
 JU3677| JU3753 W 3 ST                              128.182 METERS 20741     |
 JU3677| JU3703 W 2 ST                              246.362 METERS 20741     |
 JU3677| JU3681 DRAVO F                             339.098 METERS 20741     |
 JU3677| JU3754 W 4 ST                               56.654 METERS 20742     |
 JU3677|---------------------------------------------------------------------|
 JU3677
 JU3677                          SUPERSEDED SURVEY CONTROL
 JU3677
 JU3677  NAD 83(1986)-  39 44 40.83280(N)    075 33 38.17966(W) AD(       ) 2
 JU3677  NAD 27      -  39 44 40.42320(N)    075 33 39.45870(W) AD(       ) 2
 JU3677
 JU3677.Superseded values are not recommended for survey control.
 JU3677
 JU3677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3677.See file dsdata.pdf to determine how the superseded data were derived.
 JU3677
 JU3677_MARKER: DE = TRAVERSE STATION DISK
 JU3677_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU3677_SP_SET: SIDEWALK
 JU3677_STAMPING: DRAVO G 1959
 JU3677_MARK LOGO: CGS
 JU3677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3677
 JU3677  HISTORY     - Date     Condition        Report By
 JU3677  HISTORY     - 1959     MONUMENTED       CGS
 JU3677  HISTORY     - 20040709 MARK NOT FOUND   GEOCAC
 JU3677  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU3677
 JU3677                          STATION DESCRIPTION
 JU3677
 JU3677'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU3677'STATION IS LOCATED IN THE CITY OF WILMINGTON JUST NORTHEAST
 JU3677'OF THE INTERSECTION OF NORTH JACKSON STREET AND WEST 4TH
 JU3677'STREET.  STATION IS 121 FEET NORTHEAST OF THE CURB OF WEST 4TH
 JU3677'STREET, 6.5 FEET EAST SOUTHEAST OF THE CORNER OF A LOW CONCRETE
 JU3677'WALL, 12 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF AN ALLEY,
 JU3677'6 FEET NORTHWEST OF THE CURB OF NORTH JACKSON STREET AND 5 FEET
 JU3677'NORTHWEST OF AN UTILITY POLE.  STATION IS MARKED BY A STANDARD
 JU3677'TRAVERSE STATION DISK WHICH IS CEMENTED FLUSH IN A DRILL HOLE
 JU3677'IN THE CONCRETE SIDEWALK AND THE DISK IS STAMPED DRAVO G
 JU3677'1959.
 JU3677
 JU3677                          STATION RECOVERY (2004)
 JU3677
 JU3677'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JU3677'MARK NOT FOUND.
 JU3677
 JU3677                          STATION RECOVERY (2013)
 JU3677
 JU3677'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3677'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3687 ***********************************************************************
 JU3687  DESIGNATION -  DRAVO H
 JU3687  PID         -  JU3687
 JU3687  STATE/COUNTY-  DE/NEW CASTLE
 JU3687  COUNTRY     -  US
 JU3687  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3687
 JU3687                         *CURRENT SURVEY CONTROL
 JU3687  ______________________________________________________________________
 JU3687* NAD 83(1991) POSITION- 39 44 44.72693(N) 075 33 35.52456(W)   ADJUSTED
 JU3687* NAVD 88 ORTHO HEIGHT -    30.    (meters)       98.    (feet) SCALED
 JU3687  ______________________________________________________________________
 JU3687  GEOID HEIGHT    -        -32.914 (meters)                     GEOID18
 JU3687  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 JU3687  HORZ ORDER      -  SECOND
 JU3687
 JU3687.The horizontal coordinates were established by classical geodetic methods
 JU3687.and adjusted by the National Geodetic Survey in January 1992.
 JU3687
 JU3687.The orthometric height was scaled from a topographic map.
 JU3687
 JU3687.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3687.GEOID18 height accuracy estimate available here.
 JU3687
 JU3687.Click photographs - Photos may exist for this station.
 JU3687
 JU3687.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3687
 JU3687. The following values were computed from the NAD 83(1991) position.
 JU3687
 JU3687;                    North         East     Units Scale Factor Converg.
 JU3687;SPC DE       -   193,810.745   187,726.319   MT  0.99999685   -0 05 29.6
 JU3687;SPC DE       -   635,860.75    615,898.76   sFT  0.99999685   -0 05 29.6
 JU3687;UTM  18      - 4,399,689.252   452,032.933   MT  0.99962833   -0 21 28.7
 JU3687
 JU3687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3687!SPC DE       -   1.00000051  x   0.99999685  =   0.99999736
 JU3687!UTM  18      -   1.00000051  x   0.99962833  =   0.99962884
 JU3687
 JU3687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5203299689(NAD 83)
 JU3687
 JU3687                          SUPERSEDED SURVEY CONTROL
 JU3687
 JU3687  NAD 83(1986)-  39 44 44.72295(N)    075 33 35.53124(W) AD(       ) 2
 JU3687  NAD 27      -  39 44 44.31340(N)    075 33 36.81040(W) AD(       ) 2
 JU3687
 JU3687.Superseded values are not recommended for survey control.
 JU3687
 JU3687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3687.See file dsdata.pdf to determine how the superseded data were derived.
 JU3687
 JU3687_MARKER: DE = TRAVERSE STATION DISK
 JU3687_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU3687_SP_SET: SIDEWALK
 JU3687_STAMPING: DRAVO H 1959
 JU3687_MARK LOGO: CGS
 JU3687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3687
 JU3687  HISTORY     - Date     Condition        Report By
 JU3687  HISTORY     - 1959     MONUMENTED       CGS
 JU3687  HISTORY     - 20040709 MARK NOT FOUND   GEOCAC
 JU3687  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU3687
 JU3687                          STATION DESCRIPTION
 JU3687
 JU3687'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU3687'STATION IS LOCATED IN THE CITY OF WILMINGTON AT THE
 JU3687'INTERSECTION OF NORTH JACKSON STREET AND WEST 6TH
 JU3687'STREET.  STATION IS 29 FEET WEST OF THE APPROXIMATE CENTER OF
 JU3687'INTERSECTION, 6.5 FEET NORTHWEST OF THE CURB OF NORTH JACKSON
 JU3687'STREET, 6 FEET WEST OF A UTILITY GUY POLE AND 5 FEET SOUTHWEST
 JU3687'OF THE CURB OF WEST 6TH STREET.  THE STATION IS MARKED BY A
 JU3687'STANDARD TRAVERSE STATION DISK WHICH IS CEMENTED FLUSH IN A
 JU3687'DRILL HOLE IN THE CONCRETE SIDEWALK AND IS STAMPED DRAVO H
 JU3687'1959.
 JU3687
 JU3687                          STATION RECOVERY (2004)
 JU3687
 JU3687'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JU3687'MARK NOT FOUND.
 JU3687
 JU3687                          STATION RECOVERY (2013)
 JU3687
 JU3687'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3687'BELIEVED TO BE DESTROYED IN CONSTRUCTION OF HANDICAP ACCESIBLE
 JU3687'SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3698 ***********************************************************************
 JU3698  DESIGNATION -  DRAVO I
 JU3698  PID         -  JU3698
 JU3698  STATE/COUNTY-  DE/NEW CASTLE
 JU3698  COUNTRY     -  US
 JU3698  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3698
 JU3698                         *CURRENT SURVEY CONTROL
 JU3698  ______________________________________________________________________
 JU3698* NAD 83(1991) POSITION- 39 44 50.13028(N) 075 33 31.85195(W)   ADJUSTED
 JU3698* NAVD 88 ORTHO HEIGHT -    35.    (meters)      115.    (feet) SCALED
 JU3698  ______________________________________________________________________
 JU3698  GEOID HEIGHT    -        -32.912 (meters)                     GEOID18
 JU3698  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 JU3698  HORZ ORDER      -  SECOND
 JU3698
 JU3698.The horizontal coordinates were established by classical geodetic methods
 JU3698.and adjusted by the National Geodetic Survey in January 1992.
 JU3698
 JU3698.The orthometric height was scaled from a topographic map.
 JU3698
 JU3698.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3698.GEOID18 height accuracy estimate available here.
 JU3698
 JU3698.Click photographs - Photos may exist for this station.
 JU3698
 JU3698.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3698
 JU3698. The following values were computed from the NAD 83(1991) position.
 JU3698
 JU3698;                    North         East     Units Scale Factor Converg.
 JU3698;SPC DE       -   193,977.253   187,814.022   MT  0.99999683   -0 05 27.3
 JU3698;SPC DE       -   636,407.04    616,186.50   sFT  0.99999683   -0 05 27.3
 JU3698;UTM  18      - 4,399,855.289   452,121.376   MT  0.99962822   -0 21 26.4
 JU3698
 JU3698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3698!SPC DE       -   0.99999972  x   0.99999683  =   0.99999655
 JU3698!UTM  18      -   0.99999972  x   0.99962822  =   0.99962794
 JU3698
 JU3698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5212199855(NAD 83)
 JU3698
 JU3698                          SUPERSEDED SURVEY CONTROL
 JU3698
 JU3698  NAD 83(1986)-  39 44 50.12589(N)    075 33 31.85880(W) AD(       ) 2
 JU3698  NAD 27      -  39 44 49.71690(N)    075 33 33.13770(W) AD(       ) 2
 JU3698
 JU3698.Superseded values are not recommended for survey control.
 JU3698
 JU3698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3698.See file dsdata.pdf to determine how the superseded data were derived.
 JU3698
 JU3698_MARKER: DE = TRAVERSE STATION DISK
 JU3698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3698_STAMPING: DRAVO I 1959
 JU3698_MARK LOGO: CGS
 JU3698_PROJECTION: FLUSH
 JU3698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3698+STABILITY: SURFACE MOTION
 JU3698
 JU3698  HISTORY     - Date     Condition        Report By
 JU3698  HISTORY     - 1959     MONUMENTED       CGS
 JU3698  HISTORY     - 20040709 MARK NOT FOUND   GEOCAC
 JU3698  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU3698
 JU3698                          STATION DESCRIPTION
 JU3698
 JU3698'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU3698'STATION IS LOCATED IN THE CITY OF WILMINGTON AT THE
 JU3698'INTERSECTION OF NORTH JACKSON STREET AND WEST 8TH
 JU3698'STREET.  STATION IS 30 FEET WEST OF THE APPROXIMATE CENTER OF
 JU3698'INTERSECTION, 8 FEET EAST OF A LOW BRICK WALL, 5 FEET
 JU3698'NORTHWEST OF THE CURB OF NORTH JACKSON STREET AND 5 FEET
 JU3698'SOUTHWEST OF THE CURB OF WEST 8TH STREET.  THE STATION IS
 JU3698'MARKED BY A STANDARD TRAVERSE STATION DISK WHICH IS SET IN
 JU3698'8X8 CONCRETE BLOCK FLUSH WITH THE BRICK SIDEWALK AND THE DISK
 JU3698'IS STAMPED DRAVO I 1959.
 JU3698
 JU3698                          STATION RECOVERY (2004)
 JU3698
 JU3698'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JU3698'MARK NOT FOUND.
 JU3698
 JU3698                          STATION RECOVERY (2013)
 JU3698
 JU3698'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3698'BELIEVED TO BE DESTROYED IN CONSTRUCTION OF HANDICAP ACCESIBLE
 JU3698'SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1434 ***********************************************************************
 JU1434  DESIGNATION -  DRAVO J
 JU1434  PID         -  JU1434
 JU1434  STATE/COUNTY-  DE/NEW CASTLE
 JU1434  COUNTRY     -  US
 JU1434  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1434
 JU1434                         *CURRENT SURVEY CONTROL
 JU1434  ______________________________________________________________________
 JU1434* NAD 83(1991) POSITION- 39 44 58.14448(N) 075 33 26.40198(W)   ADJUSTED
 JU1434* NAVD 88 ORTHO HEIGHT -    32.069 (meters)      105.21  (feet) ADJUSTED
 JU1434  ______________________________________________________________________
 JU1434  GEOID HEIGHT    -        -32.908 (meters)                     GEOID18
 JU1434  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 JU1434  DYNAMIC HEIGHT  -         32.055 (meters)      105.17  (feet) COMP
 JU1434  MODELED GRAVITY -    980,174.9   (mgal)                       NAVD 88
 JU1434
 JU1434  HORZ ORDER      -  SECOND
 JU1434  VERT ORDER      -  SECOND    CLASS 0
 JU1434
 JU1434.The horizontal coordinates were established by classical geodetic methods
 JU1434.and adjusted by the National Geodetic Survey in January 1992.
 JU1434
 JU1434.The orthometric height was determined by differential leveling and
 JU1434.adjusted by the NATIONAL GEODETIC SURVEY
 JU1434.in June 1991.
 JU1434
 JU1434.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1434.GEOID18 height accuracy estimate available here.
 JU1434
 JU1434.Click photographs - Photos may exist for this station.
 JU1434
 JU1434.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1434
 JU1434.The dynamic height is computed by dividing the NAVD 88
 JU1434.geopotential number by the normal gravity value computed on the
 JU1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1434.degrees latitude (g = 980.6199 gals.).
 JU1434
 JU1434.The modeled gravity was interpolated from observed gravity values.
 JU1434
 JU1434. The following values were computed from the NAD 83(1991) position.
 JU1434
 JU1434;                    North         East     Units Scale Factor Converg.
 JU1434;SPC DE       -   194,224.218   187,944.161   MT  0.99999679   -0 05 23.8
 JU1434;SPC DE       -   637,217.29    616,613.47   sFT  0.99999679   -0 05 23.8
 JU1434;UTM  18      - 4,400,101.555   452,252.614   MT  0.99962807   -0 21 23.0
 JU1434
 JU1434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1434!SPC DE       -   1.00000013  x   0.99999679  =   0.99999692
 JU1434!UTM  18      -   1.00000013  x   0.99962807  =   0.99962820
 JU1434
 JU1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5225200101(NAD 83)
 JU1434
 JU1434                          SUPERSEDED SURVEY CONTROL
 JU1434
 JU1434  NAD 83(1986)-  39 44 58.13991(N)    075 33 26.40877(W) AD(       ) 2
 JU1434  NAD 27      -  39 44 57.73110(N)    075 33 27.68780(W) AD(       ) 2
 JU1434  NGVD 29              32.42   (m)          106.4    (f) LEVELING    3  
 JU1434  NGVD 29 (11/26/84)   32.415  (m)          106.35   (f) ADJUSTED    2 0
 JU1434
 JU1434.Superseded values are not recommended for survey control.
 JU1434
 JU1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1434.See file dsdata.pdf to determine how the superseded data were derived.
 JU1434
 JU1434_MARKER: DE = TRAVERSE STATION DISK
 JU1434_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU1434_SP_SET: SIDEWALK
 JU1434_STAMPING: DRAVO J 1959
 JU1434_MARK LOGO: CGS
 JU1434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1434
 JU1434  HISTORY     - Date     Condition        Report By
 JU1434  HISTORY     - 1959     MONUMENTED       CGS
 JU1434  HISTORY     - 1959     GOOD             CGS
 JU1434  HISTORY     - 19910425 MARK NOT FOUND   USGS
 JU1434  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU1434
 JU1434                          STATION DESCRIPTION
 JU1434
 JU1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU1434'STATION IS LOCATED IN THE CITY OF WILMINGTON AT THE
 JU1434'INTERSECTION OF NORTH JACKSON STREET AND WEST 10TH STREET AND
 JU1434'IN THE SOUTH CORNER OF COOL SPRING PARK.  STATION IS 30 FEET
 JU1434'NORTH NORTHWEST OF THE APPROXIMATE CENTER OF INTERSECTION, 6
 JU1434'FEET EAST OF UTILITY POLE, 5 FEET NORTHWEST OF THE CURB OF
 JU1434'NORTH JACKSON STREET, 4.5 FEET NORTHEAST OF CURB OF WEST 10TH
 JU1434'STREET.  THE STATION IS MARKED BY A STANDARD TRAVERSE DISK
 JU1434'WHICH IS CEMENTED FLUSH IN A DRILL HOLE IN THE CONCRETE
 JU1434'SIDEWALK AND THE DISK IS STAMPED DRAVO J 1959.
 JU1434
 JU1434                          STATION RECOVERY (1959)
 JU1434
 JU1434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JU1434'AT WILMINGTON.
 JU1434'AT WILMINGTON, AT THE INTERSECTION OF NORTH JACKSON STREET AND
 JU1434'WEST 10TH STREET, SET IN THE SIDE WALK, 5 1/2 FEET NORTHEAST OF
 JU1434'NORTHEAST CURB LINE OF W. 10TH STREET AND 6 1/2 FEET NORTHWEST OF
 JU1434'NORTHWEST CURB OF NORTH JACKSON STREET.
 JU1434
 JU1434                          STATION RECOVERY (1991)
 JU1434
 JU1434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1434'MARK NOT FOUND.
 JU1434
 JU1434                          STATION RECOVERY (2013)
 JU1434
 JU1434'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1434'BELIEVED TO BE DESTROYED IN CONSTRUCTION OF HANDICAP ACCESIBLE
 JU1434'SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1381 ***********************************************************************
 JU1381  DESIGNATION -  DRAVO RM 1
 JU1381  PID         -  JU1381
 JU1381  STATE/COUNTY-  DE/NEW CASTLE
 JU1381  COUNTRY     -  US
 JU1381  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1381
 JU1381                         *CURRENT SURVEY CONTROL
 JU1381  ______________________________________________________________________
 JU1381* NAD 83(1986) POSITION- 39 44 00.90   (N) 075 33 51.99   (W)   HD_HELD1
 JU1381* NAVD 88 ORTHO HEIGHT -     1.726 (meters)        5.66  (feet) ADJUSTED
 JU1381  ______________________________________________________________________
 JU1381  GEOID HEIGHT    -        -32.937 (meters)                     GEOID18
 JU1381  DYNAMIC HEIGHT  -          1.725 (meters)        5.66  (feet) COMP
 JU1381  MODELED GRAVITY -    980,174.5   (mgal)                       NAVD 88
 JU1381
 JU1381  VERT ORDER      -  FIRST     CLASS I
 JU1381
 JU1381.The horizontal coordinates were determined by differentially corrected
 JU1381.hand held GPS observations or other comparable positioning techniques
 JU1381.and have an estimated accuracy of +/- 3 meters.
 JU1381
 JU1381.The orthometric height was determined by differential leveling and
 JU1381.adjusted by the NATIONAL GEODETIC SURVEY
 JU1381.in June 1991.
 JU1381
 JU1381.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1381.GEOID18 height accuracy estimate available here.
 JU1381
 JU1381.Click photographs - Photos may exist for this station.
 JU1381
 JU1381.The dynamic height is computed by dividing the NAVD 88
 JU1381.geopotential number by the normal gravity value computed on the
 JU1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1381.degrees latitude (g = 980.6199 gals.).
 JU1381
 JU1381.The modeled gravity was interpolated from observed gravity values.
 JU1381
 JU1381;                    North         East    Units  Estimated Accuracy
 JU1381;SPC DE       -   192,459.7     187,332.1     MT  (+/- 3 meters HH1 GPS) 
 JU1381
 JU1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5163298340(NAD 83)
 JU1381
 JU1381                          SUPERSEDED SURVEY CONTROL
 JU1381
 JU1381  NGVD 29 (11/26/84)    1.985  (m)            6.51   (f) ADJUSTED    1 1
 JU1381
 JU1381.Superseded values are not recommended for survey control.
 JU1381
 JU1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1381.See file dsdata.pdf to determine how the superseded data were derived.
 JU1381
 JU1381_MARKER: DR = REFERENCE MARK DISK
 JU1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1381_STAMPING: DRAVO NO 1 1958
 JU1381_MARK LOGO: CGS
 JU1381_PROJECTION: FLUSH
 JU1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1381+STABILITY: SURFACE MOTION
 JU1381
 JU1381  HISTORY     - Date     Condition        Report By
 JU1381  HISTORY     - 1958     MONUMENTED       CGS
 JU1381  HISTORY     - 1963     GOOD             CGS
 JU1381  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU1381
 JU1381                          STATION DESCRIPTION
 JU1381
 JU1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1381'AT WILMINGTON.
 JU1381'AT WILMINGTON, 71.2 FEET EAST OF TRIANGULATION STATION DRAVO
 JU1381'DESCRIBED, 139 FEET EAST-SOUTHEAST OF RM NO 2 DESCRIBED, 141 1/2
 JU1381'FEET EAST-SOUTHEAST OF STEEL FENCE CORNER, 1.3 FEET WEST-SOUTHWEST
 JU1381'OF FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 JU1381'WITH GROUND.  CHANGED ELEVATION.
 JU1381
 JU1381                          STATION RECOVERY (1979)
 JU1381
 JU1381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1381'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1379 ***********************************************************************
 JU1379  DESIGNATION -  DRAVO RM 2
 JU1379  PID         -  JU1379
 JU1379  STATE/COUNTY-  DE/NEW CASTLE
 JU1379  COUNTRY     -  US
 JU1379  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1379
 JU1379                         *CURRENT SURVEY CONTROL
 JU1379  ______________________________________________________________________
 JU1379* NAD 83(1986) POSITION- 39 44 01.09   (N) 075 33 53.76   (W)   HD_HELD1
 JU1379* NAVD 88 ORTHO HEIGHT -     1.665 (meters)        5.46  (feet) ADJUSTED
 JU1379  ______________________________________________________________________
 JU1379  GEOID HEIGHT    -        -32.937 (meters)                     GEOID18
 JU1379  DYNAMIC HEIGHT  -          1.664 (meters)        5.46  (feet) COMP
 JU1379  MODELED GRAVITY -    980,174.5   (mgal)                       NAVD 88
 JU1379
 JU1379  VERT ORDER      -  FIRST     CLASS I
 JU1379
 JU1379.The horizontal coordinates were determined by differentially corrected
 JU1379.hand held GPS observations or other comparable positioning techniques
 JU1379.and have an estimated accuracy of +/- 3 meters.
 JU1379
 JU1379.The orthometric height was determined by differential leveling and
 JU1379.adjusted by the NATIONAL GEODETIC SURVEY
 JU1379.in June 1991.
 JU1379
 JU1379.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1379.GEOID18 height accuracy estimate available here.
 JU1379
 JU1379.Click photographs - Photos may exist for this station.
 JU1379
 JU1379.The dynamic height is computed by dividing the NAVD 88
 JU1379.geopotential number by the normal gravity value computed on the
 JU1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1379.degrees latitude (g = 980.6199 gals.).
 JU1379
 JU1379.The modeled gravity was interpolated from observed gravity values.
 JU1379
 JU1379;                    North         East    Units  Estimated Accuracy
 JU1379;SPC DE       -   192,465.6     187,289.9     MT  (+/- 3 meters HH1 GPS) 
 JU1379
 JU1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5159098346(NAD 83)
 JU1379
 JU1379                          SUPERSEDED SURVEY CONTROL
 JU1379
 JU1379  NGVD 29 (11/26/84)    1.924  (m)            6.31   (f) ADJUSTED    1 1
 JU1379
 JU1379.Superseded values are not recommended for survey control.
 JU1379
 JU1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1379.See file dsdata.pdf to determine how the superseded data were derived.
 JU1379
 JU1379_MARKER: DR = REFERENCE MARK DISK
 JU1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1379_STAMPING: DRAVO NO 2 1958
 JU1379_MARK LOGO: CGS
 JU1379_PROJECTION: PROJECTING 3 CENTIMETERS
 JU1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1379+STABILITY: SURFACE MOTION
 JU1379
 JU1379  HISTORY     - Date     Condition        Report By
 JU1379  HISTORY     - 1958     MONUMENTED       CGS
 JU1379  HISTORY     - 1959     GOOD             CGS
 JU1379  HISTORY     - 1963     GOOD             CGS
 JU1379  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU1379
 JU1379                          STATION DESCRIPTION
 JU1379
 JU1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1379'AT WILMINGTON.
 JU1379'AT WILMINGTON, 68.8 FEET WEST-NORTHWEST OF TRIANGULATION STATION
 JU1379'DRAVO, DESCRIBED, 3 FEET EAST-SOUTHEAST OF STEEL FENCE CORNER,
 JU1379'1 FOOT WEST-SOUTHWEST OF STEEL FENCE, 28 FEET EAST-SOUTHEAST
 JU1379'OF CENTER LINE OF DRAVO ROAD, ABOUT LEVEL WITH ROAD AND SET IN
 JU1379'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JU1379
 JU1379                          STATION RECOVERY (1963)
 JU1379
 JU1379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU1379'RECOVERED IN GOOD CONDITION.
 JU1379
 JU1379                          STATION RECOVERY (1979)
 JU1379
 JU1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1379'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3477 ***********************************************************************
 JU3477  DESIGNATION -  DUNNING
 JU3477  PID         -  JU3477
 JU3477  STATE/COUNTY-  DE/KENT
 JU3477  COUNTRY     -  US
 JU3477  USGS QUAD   -  SUDLERSVILLE (2017)
 JU3477
 JU3477                         *CURRENT SURVEY CONTROL
 JU3477  ______________________________________________________________________
 JU3477* NAD 83(1991) POSITION- 39 12 52.32058(N) 075 45 09.85907(W)   ADJUSTED
 JU3477* NAVD 88 ORTHO HEIGHT -    16.1   (meters)       53.    (feet) VERTCON3
 JU3477  ______________________________________________________________________
 JU3477  GEOID HEIGHT    -        -33.858 (meters)                     GEOID18
 JU3477  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 JU3477  HORZ ORDER      -  SECOND
 JU3477
 JU3477.The horizontal coordinates were established by classical geodetic methods
 JU3477.and adjusted by the National Geodetic Survey in January 1992.
 JU3477
 JU3477.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3477
 JU3477.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3477.GEOID18 height accuracy estimate available here.
 JU3477
 JU3477.Click photographs - Photos may exist for this station.
 JU3477
 JU3477.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3477
 JU3477. The following values were computed from the NAD 83(1991) position.
 JU3477
 JU3477;                    North         East     Units Scale Factor Converg.
 JU3477;SPC DE       -   134,876.087   170,975.525   MT  1.00000537   -0 12 44.9
 JU3477;SPC DE       -   442,505.96    560,942.20   sFT  1.00000537   -0 12 44.9
 JU3477;SPC MD       -   172,558.037   507,711.856   MT  0.99996728   +0 46 58.2
 JU3477;SPC MD       -   566,134.16  1,665,717.98   sFT  0.99996728   +0 46 58.2
 JU3477;UTM  18      - 4,340,853.923   435,015.954   MT  0.99965200   -0 28 33.3
 JU3477
 JU3477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3477!SPC DE       -   1.00000279  x   1.00000537  =   1.00000816
 JU3477!SPC MD       -   1.00000279  x   0.99996728  =   0.99997007
 JU3477!UTM  18      -   1.00000279  x   0.99965200  =   0.99965479
 JU3477
 JU3477:                Primary Azimuth Mark                     Grid Az
 JU3477:SPC DE       -  DUNNING AZ MK                            025 52 33.2
 JU3477:SPC MD       -  DUNNING AZ MK                            024 52 50.1
 JU3477:UTM  18      -  DUNNING AZ MK                            026 08 21.6
 JU3477
 JU3477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3501540853(NAD 83)
 JU3477
 JU3477|---------------------------------------------------------------------|
 JU3477| PID    Reference Object                     Distance      Geod. Az  |
 JU3477|                                                           dddmmss.s |
 JU3477| CB1443 DUNNING AZ MK                                      0253948.3 |
 JU3477| CB1444 DUNNING RM 1                         23.374 METERS 05026     |
 JU3477| JU3469 FORD AZIMUTH MARK                   APPROX. 1.7 KM 1610650.4 |
 JU3477| JU3478 BOUNDARY MONUMENT 52 DE MD           66.100 METERS 24528     |
 JU3477| CB1445 DUNNING RM 2                         23.260 METERS 28603     |
 JU3477|---------------------------------------------------------------------|
 JU3477
 JU3477                          SUPERSEDED SURVEY CONTROL
 JU3477
 JU3477  NAD 83(1986)-  39 12 52.31164(N)    075 45 09.86884(W) AD(       ) 2
 JU3477  NAD 27      -  39 12 51.91290(N)    075 45 11.11240(W) AD(       ) 2
 JU3477  NGVD 29 (07/19/86)   16.3    (m)           53.     (f) VERT ANG       
 JU3477
 JU3477.Superseded values are not recommended for survey control.
 JU3477
 JU3477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3477.See file dsdata.pdf to determine how the superseded data were derived.
 JU3477
 JU3477_MARKER: DS = TRIANGULATION STATION DISK
 JU3477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3477_STAMPING: DUNNING 1961
 JU3477_MARK LOGO: CGS
 JU3477_PROJECTION: PROJECTING 3 CENTIMETERS
 JU3477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3477+STABILITY: SURFACE MOTION
 JU3477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3477+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2008
 JU3477
 JU3477  HISTORY     - Date     Condition        Report By
 JU3477  HISTORY     - 1961     MONUMENTED       CGS
 JU3477  HISTORY     - 1977     GOOD             NGS
 JU3477  HISTORY     - 20080314 GOOD             GEOCAC
 JU3477
 JU3477                          STATION DESCRIPTION
 JU3477
 JU3477'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3477'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTHEAST OF MILLINGTON,
 JU3477'MARYLAND AND 5.0 MILES WEST OF KENTON, DELAWARE.  IN DENSE WOODS
 JU3477'AND ON PROPERTY OWNED BY MR. R. DUNNING.
 JU3477'
 JU3477'TO REACH THE STATION FROM THE CROSSROADS IN SUDLERSVILLE.  GO
 JU3477'EASTERLY ON STATE HIGHWAY 300 FOR 3.0 MILES TO A SIDE ROAD ON
 JU3477'THE LEFT, NORTH, SIDE OF THE HIGHWAY.  TURN RIGHT AND GO NORTH
 JU3477'AND NORTHEAST ON A GRAVELED ROAD FOR 0.9 MILES TO A
 JU3477'CROSSROAD.  CONTINUE NORTHEAST ON A BLACKTOP ROAD FOR 2.7
 JU3477'MILES TO A FARM ROAD ON THE RIGHT HAND SIDE OF THE ROAD.  TURN
 JU3477'RIGHT AND GO EAST ON THE GRAVELED FARM ROAD FOR 0.15 MILE TO
 JU3477'A BOARD GATE AT THE NORTHEAST CORNER OF FARM HOUSE.  PASS
 JU3477'THROUGH THE BOARD GATE, TURN RIGHT AND GO SOUTH THROUGH THE
 JU3477'BARN LOT, PASSING TO THE WEST SIDE OF BARN AND IMPLEMENT
 JU3477'SHED, TO A GATE AT THE SOUTHWEST CORNER OF BARN LOT.  PASS
 JU3477'THROUGH THE GATE AND GO EAST DOWN A FARM LANE FOR 0.15
 JU3477'MILE TO THE WEST EDGE OF PASTURE AT THE END OF THE LANE.
 JU3477'TURN SOUTH ON A DIM TRACK ROAD ACROSS PASTURE LAND AND GO 0.35
 JU3477'MILE TO THE SOUTHEAST CORNER OF PASTURE AND EDGE OF
 JU3477'TIMBER, A STANDARD METAL WITNESS POST AND THE STATION.
 JU3477'
 JU3477'TO REACH THE AZIMUTH MARK FROM THE STATION.  GO NORTH-NORTHEAST
 JU3477'ACROSS PASTURE LAND FOR 0.4 MILE TO THE SOUTHWEST CORNER OF
 JU3477'TIMBER AND THE MARK.
 JU3477'
 JU3477'THE STATION MARK, A STANDARD DISK STAMPED DUNNING 1961, IS
 JU3477'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 JU3477'ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 19.9 FEET
 JU3477'NORTHWEST OF A NORTHEAST AND SOUTHWEST FENCELINE, 12.2 FEET
 JU3477'NORTH-NORTHWEST OF A STANDARD METAL WITNESS POST AND MARKER
 JU3477'AND 12.0 FEET EAST-NORTHEAST OF THE SOUTHWEST CORNER OF
 JU3477'PASTURE LAND AND EDGE OF TIMBER.
 JU3477'
 JU3477'REFERENCE MARK 1, A STANDARD DISK STAMPED DUNNING NO 1 1961,
 JU3477'IS SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 JU3477'ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 87.3
 JU3477'FEET EAST-NORTHEAST OF THE SOUTHWEST CORNER OF PASTURE FIELD,
 JU3477'78.6 FEET NORTHEAST OF A STANDARD METAL WITNESS POST AND MARKER,
 JU3477'8.0 FEET NORTHWEST OF A NORTHEAST AND SOUTHWEST FENCELINE AND
 JU3477'IS ABOUT 16 INCHES HIGHER THAN THE STATION.
 JU3477'
 JU3477'REFERENCE MARK 2, A STANDARD DISK STAMPED DUNNING NO 2 1961,
 JU3477'IS SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 JU3477'ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 87.0
 JU3477'FEET WEST-SOUTHWEST OF A STANDARD METAL WITNESS POST AND
 JU3477'MARKER, 70.0 FEET NORTHWEST OF THE SOUTHWEST CORNER OF PASTURE,
 JU3477'30.0 FEET WEST-SOUTHWEST OF THE WEST EDGE OF PASTURE AND IS
 JU3477'ABOUT 16 INCHES HIGHER THAN THE STATION.
 JU3477'
 JU3477'THE AZIMUTH MARK, A STANDARD DISK STAMPED DUNNING 1961, IS
 JU3477'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 JU3477'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 9.6
 JU3477'FEET EAST-SOUTHEAST OF A SOUTHEAST FENCE CORNER, 5.7 FEET
 JU3477'EAST-SOUTHEAST OF A STANDARD METAL WITNESS POST AND MARKER
 JU3477'AND 3.6 FEET SOUTH-SOUTHEAST OF A FENCELINE.
 JU3477'
 JU3477'BOUNDARY MONUMENT NO. 52, A 12-INCH SQUARE STONE PROJECTING
 JU3477'ABOUT 32 INCHES ABOVE THE SURFACE OF THE GROUND WITH THE LETTER
 JU3477'M INSCRIBED ON THE WEST SIDE AND P ON THE EAST SIDE.  THE
 JU3477'MONUMENT WAS FOUND LYING PRONE POSITION.  IT WAS PLUMBED AND
 JU3477'INTERSECTED WITH A SMALL CROSS ETCHED IN ITS TOP AND CENTER.
 JU3477'
 JU3477'TRAVERSED WITH A NON-STANDARDIZED TAPE BECAUSE MONUMENT KNOCKED
 JU3477'OVER.
 JU3477'
 JU3477'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 JU3477
 JU3477                          STATION RECOVERY (1977)
 JU3477
 JU3477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RGP)
 JU3477'NO OTHER OBJECTS V.G.
 JU3477'
 JU3477'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 JU3477'CONDITION.  THE MARYLAND DELAWARE BOUNDARY MONUMENT NO. 52 WAS FOUND
 JU3477'IN A PRONE POSITION AND WAS RESET USING THE 1961 DISTANCE AND
 JU3477'DIRECTION.
 JU3477'
 JU3477'A COMPLETE NEW DESCRIPTION FOLLOWS--
 JU3477'
 JU3477'STATION IS LOCATED 12-1/2 MILES NORTHWEST OF DOVER, DELAWARE, 8-1/2
 JU3477'MILES SOUTHWEST OF SMYRNA, DELAWARE, 2-3/4 MILES NORTHEAST OF PETERS
 JU3477'CORNERS MARYLAND, AND ON PROPERTY OWNED BY MRS. R. DUNNING, KENTON,
 JU3477'DELAWARE.
 JU3477'
 JU3477'TO REACH THE STATION FROM THE POST OFFICE IN KENTON, DELAWARE, GO
 JU3477'WESTERLY ON STATE HIGHWAY 30 FOR 3.35 MILES TO A SIDE ROAD RIGHT.
 JU3477'TURN RIGHT AND GO NORTHWEST ON COUNTY ROAD 95 FOR 0.55 MILE TO ROAD
 JU3477'140 ON THE RIGHT.  CONTINUE NORTHWEST ON COUNTY ROAD 95 FOR 1.6
 JU3477'MILES TO A T-INTERSECTION ON THE RIGHT.  (ROAD 95 TURNS RIGHT).
 JU3477'CONTINUE AHEAD, NORTHWEST ON ROAD 96 FOR 0.5 MILE TO A ROAD
 JU3477'FORK.  KEEP LEFT AND GO WEST ON ROAD 93 FOR 0.5 MILE TO A FARM
 JU3477'ROAD LEFT.  TURN LEFT AND GO SOUTHEAST ON THE FARM ROAD FOR 0.15
 JU3477'MILE TO MR.  DUNNINGS FARM BUILDINGS.  PICK WAY THROUGH THE FARM
 JU3477'BUILDINGS FOR ABOUT 0.15 MILE TO THE WEST SIDE OF BUILDINGS AND
 JU3477'A FARM LANE.  GO EAST ON FARM LANE FOR 0.15 MILE TO A GAP IN A
 JU3477'WOODED FENCE LINE.  BEAR RIGHT AND GO SOUTHERLY ACROSS A
 JU3477'CULTIVATED FIELD FOR 0.35 MILE TO THE SOUTHWEST EDGE OF THE
 JU3477'FIELD AND THE STATION.
 JU3477'
 JU3477'THE STATION MARK IS A STANDARD DISK STAMPED DUNNING 1961, SET IN THE
 JU3477'TOP OF A 10-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 JU3477'SURFACE OF THE GROUND.  IT IS 20 FEET NORTHWEST OF A
 JU3477'NORTHWEST-SOUTHEAST FENCE, 12 FEET NORTH-NORTHWEST OF METAL
 JU3477'WITNESS POST, 12 FEET EAST-NORTHEAST OF THE EDGE OF THE CULTIVATED
 JU3477'FIELD AND 1 FOOT SOUTH OF ANOTHER WITNESS POST IN EDGE OF FIELD.
 JU3477'
 JU3477'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DUNNING NO. 1 1961, SET
 JU3477'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1
 JU3477'INCH.  IT IS 87 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 JU3477'FIELD, 78.5 FEET EAST OF THE WITNESS POST IN THE WOODED AREA, 8
 JU3477'FEET NORTHWEST OF THE FENCE LINE, 76 FEET NORTHEAST OF ANOTHER
 JU3477'WITNESS POST SET NEAR THE FIELD.
 JU3477'
 JU3477'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DUNNING NO. 2 1961, SET
 JU3477'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JU3477'1-INCH.  IT IS 87 FEET NORTHWEST OF THE WITNESS POST IN THE
 JU3477'WOODED AREA, 76 FEET NORTHWEST OF THE OTHER WITNESS POST, NEAREST
 JU3477'THE FIELD, 70 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE FIELD,
 JU3477'30 FEET WEST OF THE EDGE OF THE FIELD.
 JU3477'
 JU3477'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DUNNING 1961, SET IN THE
 JU3477'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.
 JU3477'IT IS 3.5 FEET SOUTHEAST OF AN OLD FENCE, 5.7 FEET EAST-SOUTHEAST
 JU3477'OF A WITNESS POST, 9.5 FEET EAST-SOUTHEAST OF A FENCE.
 JU3477'
 JU3477'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH-NORTHEAST
 JU3477'ACROSS PASTURE LAND FOR 0.4 MILE TO SOUTHWEST CORNER OF TIMBER AND
 JU3477'THE MARK AS DESCRIBED.
 JU3477
 JU3477                          STATION RECOVERY (2008)
 JU3477
 JU3477'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 JU3477'FOUND THE STATION IN GOOD CONDITION, AND BURIED UNDER ONE FOOT OF
 JU3477'AGRICULTURAL WASTE.  THERE ARE NO FENCES IN THE VICINITY, AND THERE IS
 JU3477'NO WITNESS POST ONE FOOT NORTH OF THE STATION.  FOUND REFERENCE MARK
 JU3477'NO. 1.  THE MONUMENT HAS BEEN DISTURBED AND TILTS 45 DEGREES TO
 JU3477'THE NORTH.  COULD NOT FIND REFERENCE MARK NO. 2.  DID NOT SEARCH FOR
 JU3477'THE AZIMUTH MARK.  TO REACH FROM THE INTERSECTION OF MD STATE HIGHWAYS
 JU3477'300 AND 313 IN SUDLERSVILLE, MD, GO EASTERLY ON MD STATE HIGHWAY 300
 JU3477'FOR ABOUT 3.0 MILES TO THE INTERSECTION WITH STILLTOWN
 JU3477'ROAD.  TURN LEFT AND GO NORTHEASTERLY ON STILLTOWN ROAD FOR ABOUT 3.5
 JU3477'MILES TO THE FARMSTEAD AT MAILBOX NUMBER 1921 ON THE RIGHT.  (THE
 JU3477'FARMSTEAD IS LOCATED ABOUT 0.4 MILES SOUTHWEST OF THE STATE BOUNDARY
 JU3477'LINE, AND IS ACROSS STILLTOWN ROAD FROM JACKSON DIAMOND FARM LANE
 JU3477'LEADING NORTHWEST.)  FROM THE, GO SOUTHEAST ON A FARM LANE FOR ABOUT
 JU3477'300 YARDS TO A PROMINENT, DOUBLE-TRUNK TREE IN A TREE LINE THAT RUNS
 JU3477'SOUTHWEST   NORTHEAST.  UPON REACHING THE TREE LINE, PACK DUE SOUTH
 JU3477'ACROSS (OR AROUND) ANOTHER LARGE FIELD FOR ABOUT 0.25 MILES TO THE
 JU3477'SOUTH-MOST POINT IN THE FIELD AND THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3771 ***********************************************************************
 JU3771  DESIGNATION -  DUPONT
 JU3771  PID         -  JU3771
 JU3771  STATE/COUNTY-  DE/NEW CASTLE
 JU3771  COUNTRY     -  US
 JU3771  USGS QUAD   -  DELAWARE CITY (2016)
 JU3771
 JU3771                         *CURRENT SURVEY CONTROL
 JU3771  ______________________________________________________________________
 JU3771* NAD 83(1991) POSITION- 39 34 17.71447(N) 075 34 54.45763(W)   ADJUSTED
 JU3771* NAVD 88 ORTHO HEIGHT -    13.    (meters)       43.    (feet) SCALED
 JU3771  ______________________________________________________________________
 JU3771  GEOID HEIGHT    -        -33.370 (meters)                     GEOID18
 JU3771  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC18
 JU3771  HORZ ORDER      -  SECOND
 JU3771
 JU3771.The horizontal coordinates were established by classical geodetic methods
 JU3771.and adjusted by the National Geodetic Survey in January 1992.
 JU3771
 JU3771.The orthometric height was scaled from a topographic map.
 JU3771
 JU3771.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3771.GEOID18 height accuracy estimate available here.
 JU3771
 JU3771.Click photographs - Photos may exist for this station.
 JU3771
 JU3771.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3771
 JU3771. The following values were computed from the NAD 83(1991) position.
 JU3771
 JU3771;                    North         East     Units Scale Factor Converg.
 JU3771;SPC DE       -   174,476.285   185,811.500   MT  0.99999748   -0 06 18.7
 JU3771;SPC DE       -   572,427.61    609,616.56   sFT  0.99999748   -0 06 18.7
 JU3771;SPC NJ       -    82,511.289    57,054.986   MT  1.00000633   -0 41 21.1
 JU3771;SPC NJ       -   270,705.79    187,187.90   sFT  1.00000633   -0 41 21.1
 JU3771;UTM  18      - 4,380,370.992   450,029.134   MT  0.99963074   -0 22 14.3
 JU3771
 JU3771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3771!SPC DE       -   1.00000323  x   0.99999748  =   1.00000071
 JU3771!SPC NJ       -   1.00000323  x   1.00000633  =   1.00000956
 JU3771!UTM  18      -   1.00000323  x   0.99963074  =   0.99963397
 JU3771
 JU3771:                Primary Azimuth Mark                     Grid Az
 JU3771:SPC DE       -  DELAWARE CITY FORT DUPONT TANK           213 41 30.3
 JU3771:SPC NJ       -  DELAWARE CITY FORT DUPONT TANK           214 16 32.7
 JU3771:UTM  18      -  DELAWARE CITY FORT DUPONT TANK           213 57 25.9
 JU3771
 JU3771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5002980370(NAD 83)
 JU3771
 JU3771|---------------------------------------------------------------------|
 JU3771| PID    Reference Object                     Distance      Geod. Az  |
 JU3771|                                                           dddmmss.s |
 JU3771| JU3697 DEEPWATER DUPONT DYE AL PL STK      APPROX.15.1 KM 0254325.6 |
 JU3771| JU3765 FORT MOTT NATL CEMETERY MON         APPROX. 5.0 KM 0262135.4 |
 JU3771| JU3690 DEEPWATER OPERATING SQUAT TANK      APPROX.13.7 KM 0272210.9 |
 JU3771| CB2822 PEA PATCH ISLAND FLAGPOLE                          0313456.3 |
 JU3771| JU3248 SALEM MANNINGTON MILLS TANK         APPROX.10.9 KM 0841734.9 |
 JU3771| JU3251 SALEM GAYNER GLASS CO STACK         APPROX. 9.0 KM 0872326.4 |
 JU3771| JU3250 SALEM GAYNER GLASS CO TANK          APPROX. 9.0 KM 0873619.7 |
 JU3771| JU3252 SALEM CHURCH SPIRE WITH CROSS       APPROX.10.0 KM 0880235.8 |
 JU3771| JU3253 SALEM FIRST PRESB CH SPIRE          APPROX. 9.9 KM 0885016.8 |
 JU3771| JU3254 SALEM MUNICIPAL STANDPIPE           APPROX. 9.9 KM 0892437.9 |
 JU3771| CB1446 DUPONT RM 1                          22.814 METERS 10419     |
 JU3771| JU3775 BAKER REAR RANGE LIGHT              APPROX. 3.6 KM 1631543.3 |
 JU3771| JU3788 REEDY ISLAND QUARANTINE STA TK      APPROX. 6.5 KM 1645849.5 |
 JU3771| JU3786 PORT PENN PRESB CHURCH SPIRE        APPROX. 6.1 KM 1765357.6 |
 JU3771| JU3772 DELAWARE CITY FORT DUPONT TANK      APPROX. 0.5 KM 2133511.6 |
 JU3771| CB1447 DUPONT RM 2                          31.900 METERS 32648     |
 JU3771| JU3721 NEW CASTLE BELLANCA AIRPORT TK      APPROX. 9.9 KM 3580240.3 |
 JU3771|---------------------------------------------------------------------|
 JU3771
 JU3771                          SUPERSEDED SURVEY CONTROL
 JU3771
 JU3771  NAD 83(1986)-  39 34 17.70811(N)    075 34 54.46596(W) AD(       ) 2
 JU3771  NAD 27      -  39 34 17.30300(N)    075 34 55.73400(W) AD(       ) 2
 JU3771
 JU3771.Superseded values are not recommended for survey control.
 JU3771
 JU3771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3771.See file dsdata.pdf to determine how the superseded data were derived.
 JU3771
 JU3771_MARKER: DS = TRIANGULATION STATION DISK
 JU3771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3771_STAMPING: DUPONT 1933
 JU3771_MARK LOGO: CGS
 JU3771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3771+STABILITY: SURFACE MOTION
 JU3771
 JU3771  HISTORY     - Date     Condition        Report By
 JU3771  HISTORY     - 1933     MONUMENTED       CGS
 JU3771  HISTORY     - 1947     GOOD             CGS
 JU3771  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU3771
 JU3771                          STATION DESCRIPTION
 JU3771
 JU3771'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3771'THIS STATION IS AT FORT DUPONT, DELAWARE CITY, DELAWARE.  IT IS
 JU3771'ON THE HIGH EMBANKMENT SURROUNDING THE MORTAR BATTERIES,
 JU3771'BEST AND RODNEY OVERLOOKING THE DELAWARE RIVER.  IT IS 28.7
 JU3771'FEET W OF THE SW CORNER OF THE CONCRETE OBSERVATION ROOM
 JU3771'BETWEEN THE TWO BATTERIES, 68.3 FEET E OF A BRICK SENTRY POST
 JU3771'AT THE HEAD OF THE STAIRWAY LEADING FROM THE POST TO THE SUMMIT
 JU3771'OF THE EMBANKMENT AND 34.04 FEET W OF A UNITED STATES ARMY
 JU3771'ENGINEERS STATION WHICH IS A COPPER BOLT SUNK IN A CONCRETE
 JU3771'BLOCK.  THE UNITED STATES ARMY ENGINEERS STATION IS 9 FEET N
 JU3771'OF THE OBSERVATION ROOM.
 JU3771'
 JU3771'STATION, AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 JU3771'IN CONCRETE AS DESCRIBED IN NOTES 1B, AND 7A.
 JU3771'
 JU3771'REFERENCE MARK NO.2 IS N OF THE STATION, ON THE S WALL
 JU3771'SURROUNDING THE A SECTION OF THE BEST BATTERY.  IT IS A
 JU3771'STANDARD DISK CEMENTED IN DRILL HOLE IN THE CONCRETE WALL.
 JU3771'
 JU3771'REFERENCE MARK NO.1 IS SE OF THE STATION ON THE N WALL
 JU3771'SURROUNDING THE B SECTION OF THE RODNEY BATTERY AND IS A
 JU3771'STANDARD DISK CEMENTED IN DRILL HOLE IN THE CONCRETE WALL.
 JU3771'
 JU3771'A 37-FOOT TOWER WAS ERECTED.
 JU3771
 JU3771                          STATION RECOVERY (1947)
 JU3771
 JU3771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RJS)
 JU3771'STATION RECOVERED IN GOOD CONDITION.  THE 1933 DESCRIPTION IS
 JU3771'ADEQUATE.
 JU3771
 JU3771                          STATION RECOVERY (2013)
 JU3771
 JU3771'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3771'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL6543 ***********************************************************************
 DL6543  DESIGNATION -  DURNAN
 DL6543  PID         -  DL6543
 DL6543  STATE/COUNTY-  DE/SUSSEX
 DL6543  COUNTRY     -  US
 DL6543  USGS QUAD   -  HARBESON (2016)
 DL6543
 DL6543                         *CURRENT SURVEY CONTROL
 DL6543  ______________________________________________________________________
 DL6543* NAD 83(1986) POSITION- 38 41 51.6    (N) 075 15 31.9    (W)   HD_HELD2
 DL6543* NAVD 88 ORTHO HEIGHT -    10.719 (meters)       35.17  (feet) ADJUSTED
 DL6543  ______________________________________________________________________
 DL6543  GEOID HEIGHT    -        -35.666 (meters)                     GEOID18
 DL6543  DYNAMIC HEIGHT  -         10.713 (meters)       35.15  (feet) COMP
 DL6543  MODELED GRAVITY -    980,029.1   (mgal)                       NAVD 88
 DL6543
 DL6543  VERT ORDER      -  SECOND    CLASS II
 DL6543
 DL6543.The horizontal coordinates were established by autonomous hand held GPS
 DL6543.observations and have an estimated accuracy of +/- 10 meters.
 DL6543
 DL6543.The orthometric height was determined by differential leveling and
 DL6543.adjusted by the NATIONAL GEODETIC SURVEY
 DL6543.in March 2010.
 DL6543
 DL6543.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6543.GEOID18 height accuracy estimate available here.
 DL6543
 DL6543.Click photographs - Photos may exist for this station.
 DL6543
 DL6543.The dynamic height is computed by dividing the NAVD 88
 DL6543.geopotential number by the normal gravity value computed on the
 DL6543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6543.degrees latitude (g = 980.6199 gals.).
 DL6543
 DL6543.The modeled gravity was interpolated from observed gravity values.
 DL6543
 DL6543;                    North         East    Units  Estimated Accuracy
 DL6543;SPC DE       -    77,455.      213,728.      MT  (+/- 10 meters HH2 GPS)
 DL6543
 DL6543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7748983258(NAD 83)
 DL6543
 DL6543                          SUPERSEDED SURVEY CONTROL
 DL6543
 DL6543.No superseded survey control is available for this station.
 DL6543
 DL6543_MARKER: DD = SURVEY DISK
 DL6543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6543_STAMPING: DURNAN 2009
 DL6543_MARK LOGO: DEDT
 DL6543_PROJECTION: RECESSED 3 CENTIMETERS
 DL6543_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6543+STABILITY: SURFACE MOTION
 DL6543_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL6543+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 DL6543
 DL6543  HISTORY     - Date     Condition        Report By
 DL6543  HISTORY     - 20091030 MONUMENTED       DEDT
 DL6543  HISTORY     - 20120209 GOOD             DELCOS
 DL6543
 DL6543                          STATION DESCRIPTION
 DL6543
 DL6543'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL6543'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTH-SOUTHEAST OF MILTON,
 DL6543'2.9 MI (4.7 KM) NORTHWEST OF FAIRMOUNT AND 2.3 MI (3.7 KM) SOUTHEAST
 DL6543'OF HARBESON.
 DL6543'
 DL6543'TO REACH FROM THE INTERSECTION OF STATE ROUTE 5 (INDIAN MISSION RD)
 DL6543'AND SUSSEX 48 (HOLLYMOUNT/HOLLYVILLE RD) PROCEED NORTHWEST 2.2 MI (3.5
 DL6543'KM) ALONG STATE ROUTE 5 (INDIAN MISSION RD) TO THE MARK ON THE RIGHT.
 DL6543'THE MARK IS LOCATED ON THE NORTHEASTERLY CORNER OF THE INTERSECTION OF
 DL6543'STATE ROUTE 5 (INDIAN MISSION RD) AND SUSSEX 292 (FOREST RD) TO REACH
 DL6543'FROM THE INTERSECTION OF STATE ROUTE 5 (INDIAN MISSION RD) AND STATE
 DL6543'ROUTE 9 (LEWES-GEORGETOWN HWY) PROCEED 2.45 MI (3.9 KM) SOUTHEAST
 DL6543'ALONG STATE ROUTE 5 (INDIAN MISSION RD) TO THE MARK ON THE LEFT.
 DL6543'
 DL6543'THE MARK IS 29.0 FT (8.8 M) NORTHEAST OF THE CENTERLINE OF STATE ROUTE
 DL6543'5 (INDIAN MISSION RD), 18.0 FT (5.5 M) SOUTHEAST OF A UTILITY POLE
 DL6543'(DEC 40373), 145.0 FT (44.2 M) NORTHWEST OF A UTILITY POLE (DEC 40358)
 DL6543'AND 69.5 FT (21.2 M) NORTHWEST OF THE CENTER LINE OF SUSSEX 292
 DL6543'(FOREST RD).
 DL6543
 DL6543                          STATION RECOVERY (2012)
 DL6543
 DL6543'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL6543'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1912 ***********************************************************************
 JU1912  DESIGNATION -  E 1
 JU1912  PID         -  JU1912
 JU1912  STATE/COUNTY-  DE/NEW CASTLE
 JU1912  COUNTRY     -  US
 JU1912  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1912
 JU1912                         *CURRENT SURVEY CONTROL
 JU1912  ______________________________________________________________________
 JU1912* NAD 83(1986) POSITION- 39 39 04.93   (N) 075 37 10.39   (W)   HD_HELD1
 JU1912* NAVD 88 ORTHO HEIGHT -    10.414 (meters)       34.17  (feet) ADJUSTED
 JU1912  ______________________________________________________________________
 JU1912  GEOID HEIGHT    -        -33.082 (meters)                     GEOID18
 JU1912  DYNAMIC HEIGHT  -         10.409 (meters)       34.15  (feet) COMP
 JU1912  MODELED GRAVITY -    980,158.8   (mgal)                       NAVD 88
 JU1912  OBS GRAVITY     -    980,159.7   (mgal)                       GRAV_OBS
 JU1912
 JU1912  VERT ORDER      -  FIRST     CLASS I
 JU1912
 JU1912.The horizontal coordinates were determined by differentially corrected
 JU1912.hand held GPS observations or other comparable positioning techniques
 JU1912.and have an estimated accuracy of +/- 3 meters.
 JU1912
 JU1912.The orthometric height was determined by differential leveling and
 JU1912.adjusted by the NATIONAL GEODETIC SURVEY
 JU1912.in June 1991.
 JU1912
 JU1912.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1912.GEOID18 height accuracy estimate available here.
 JU1912
 JU1912.Click photographs - Photos may exist for this station.
 JU1912
 JU1912.The dynamic height is computed by dividing the NAVD 88
 JU1912.geopotential number by the normal gravity value computed on the
 JU1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1912.degrees latitude (g = 980.6199 gals.).
 JU1912
 JU1912.The modeled gravity was interpolated from observed gravity values.
 JU1912
 JU1912.The observed gravity was obtained from relative gravimeter ties
 JU1912.to the IGSN71 gravity network.
 JU1912
 JU1912;                    North         East    Units  Estimated Accuracy
 JU1912;SPC DE       -   183,340.9     182,587.1     MT  (+/- 3 meters HH1 GPS) 
 JU1912
 JU1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4684789247(NAD 83)
 JU1912
 JU1912                          SUPERSEDED SURVEY CONTROL
 JU1912
 JU1912  NGVD 29 (01/10/92)   10.705  (m)           35.12   (f) ADJUSTED    1 1
 JU1912  NGVD 29 (??/??/87)   10.705  (m)           35.12   (f) SUPERSEDED  1 1
 JU1912
 JU1912.Superseded values are not recommended for survey control.
 JU1912
 JU1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1912.See file dsdata.pdf to determine how the superseded data were derived.
 JU1912
 JU1912_MARKER: DB = BENCH MARK DISK
 JU1912_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU1912_SP_SET: OVERPASS ABUTMENT
 JU1912_STAMPING: 35.551 E 1 1931
 JU1912_MARK LOGO: CGS
 JU1912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1912_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1912+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2010
 JU1912
 JU1912  HISTORY     - Date     Condition        Report By
 JU1912  HISTORY     - 1931     MONUMENTED       CGS
 JU1912  HISTORY     - 1963     GOOD             CGS
 JU1912  HISTORY     - 1979     GOOD             NGS
 JU1912  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 JU1912  HISTORY     - 20100527 GOOD             BECMOR
 JU1912
 JU1912                          STATION DESCRIPTION
 JU1912
 JU1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1912'AT STATE ROAD.
 JU1912'AT STATE ROAD, ALONG THE PENNSYLVANIA RAILROAD, AT THE UNDERPASS
 JU1912'OF U.S. HIGHWAY 13 UNDER THE TRACK, SET ON TOP OF THE SOUTH END
 JU1912'OF THE WEST ABUTMENT FOR THE UNDERPASS, 24 FEET SOUTH OF SOUTH
 JU1912'RAIL, AND ABOUT 1 FOOT BELOW LEVEL OF TRACK.
 JU1912
 JU1912                          STATION RECOVERY (1979)
 JU1912
 JU1912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1912'RECOVERED IN GOOD CONDITION.
 JU1912
 JU1912                          STATION RECOVERY (1980)
 JU1912
 JU1912'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 JU1912'MARK NOT FOUND.
 JU1912
 JU1912                          STATION RECOVERY (2010)
 JU1912
 JU1912'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1912'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2492 ***********************************************************************
 JU2492  DESIGNATION -  E 1 RESET
 JU2492  PID         -  JU2492
 JU2492  STATE/COUNTY-  DE/NEW CASTLE
 JU2492  COUNTRY     -  US
 JU2492  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2492
 JU2492                         *CURRENT SURVEY CONTROL
 JU2492  ______________________________________________________________________
 JU2492* NAD 83(1986) POSITION- 39 39 06.07   (N) 075 37 08.05   (W)   HD_HELD1
 JU2492* NAVD 88 ORTHO HEIGHT -    10.42  (+/-2cm)       34.2   (feet) VERTCON3
 JU2492  ______________________________________________________________________
 JU2492  GEOID HEIGHT    -        -33.082 (meters)                     GEOID18
 JU2492  VERT ORDER      -  THIRD (See Below)
 JU2492
 JU2492.The horizontal coordinates were determined by differentially corrected
 JU2492.hand held GPS observations or other comparable positioning techniques
 JU2492.and have an estimated accuracy of +/- 3 meters.
 JU2492
 JU2492.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2492
 JU2492.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2492.GEOID18 height accuracy estimate available here.
 JU2492
 JU2492.The vertical order pertains to the NGVD 29 superseded value.
 JU2492
 JU2492.Click photographs - Photos may exist for this station.
 JU2492
 JU2492;                    North         East    Units  Estimated Accuracy
 JU2492;SPC DE       -   183,375.9     182,642.9     MT  (+/- 3 meters HH1 GPS) 
 JU2492
 JU2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4690389281(NAD 83)
 JU2492
 JU2492                          SUPERSEDED SURVEY CONTROL
 JU2492
 JU2492  NGVD 29 (??/??/??)   10.69   (m)           35.1    (f) RESET       3  
 JU2492
 JU2492.Superseded values are not recommended for survey control.
 JU2492
 JU2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2492.See file dsdata.pdf to determine how the superseded data were derived.
 JU2492
 JU2492_MARKER: DV = VERTICAL CONTROL DISK
 JU2492_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU2492_SP_SET: OVERPASS ABUTMENT
 JU2492_STAMPING: E 1 RESET 1978
 JU2492_MARK LOGO: NGS
 JU2492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2492+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU2492
 JU2492  HISTORY     - Date     Condition        Report By
 JU2492  HISTORY     - 1978     MONUMENTED       NGS
 JU2492  HISTORY     - 19910216 GOOD             USPSQD
 JU2492  HISTORY     - 20000318 GOOD             USPSQD
 JU2492  HISTORY     - 20060305 GOOD             USPSQD
 JU2492  HISTORY     - 20100527 GOOD             BECMOR
 JU2492  HISTORY     - 20130711 GOOD             DELCOS
 JU2492
 JU2492                          STATION DESCRIPTION
 JU2492
 JU2492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 JU2492'AT STATE ROAD.
 JU2492'MARK LOCATED 0.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 13 FROM ITS
 JU2492'JUNCTION WITH U.S. HIGHWAY 40, IN THE EAST WINGWALL OF A ABUTMENT
 JU2492'FOR A RAILROAD BRIDGE OVER HIGHWAY 13, 92 FEET EAST OF THE CENTER
 JU2492'OF HIGHWAY 13, 11 FEET NE OF THE NE RAIL OF THE RAILROAD, 1 FOOT
 JU2492'SOUTH OF THE NORTH EDGE OF THE ABUTMENT AND 1 FOOT EAST OF THE
 JU2492'WEST EDGE.
 JU2492
 JU2492                          STATION RECOVERY (1991)
 JU2492
 JU2492'RECOVERY NOTE BY US POWER SQUADRON 1991 (DD)
 JU2492'RECOVERED IN GOOD CONDITION.
 JU2492
 JU2492                          STATION RECOVERY (2000)
 JU2492
 JU2492'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU2492'RECOVERED IN GOOD CONDITION.
 JU2492
 JU2492                          STATION RECOVERY (2006)
 JU2492
 JU2492'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAL)
 JU2492'RECOVERED IN GOOD CONDITION.
 JU2492
 JU2492                          STATION RECOVERY (2010)
 JU2492
 JU2492'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU2492'RECOVERED IN GOOD CONDITION.
 JU2492
 JU2492                          STATION RECOVERY (2013)
 JU2492
 JU2492'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU2492'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0923 ***********************************************************************
 HU0923  DESIGNATION -  E 10
 HU0923  PID         -  HU0923
 HU0923  STATE/COUNTY-  DE/SUSSEX
 HU0923  COUNTRY     -  US
 HU0923  USGS QUAD   -  HICKMAN (2016)
 HU0923
 HU0923                         *CURRENT SURVEY CONTROL
 HU0923  ______________________________________________________________________
 HU0923* NAD 83(1986) POSITION- 38 47 03.     (N) 075 41 48.     (W)   SCALED
 HU0923* NAVD 88 ORTHO HEIGHT -    13.392 (meters)       43.94  (feet) ADJUSTED
 HU0923  ______________________________________________________________________
 HU0923  GEOID HEIGHT    -        -35.291 (meters)                     GEOID18
 HU0923  DYNAMIC HEIGHT  -         13.384 (meters)       43.91  (feet) COMP
 HU0923  MODELED GRAVITY -    980,028.1   (mgal)                       NAVD 88
 HU0923
 HU0923  VERT ORDER      -  SECOND    CLASS 0
 HU0923
 HU0923.The horizontal coordinates were scaled from a map and have
 HU0923.an estimated accuracy of +/- 6 seconds.
 HU0923
 HU0923.The orthometric height was determined by differential leveling and
 HU0923.adjusted by the NATIONAL GEODETIC SURVEY
 HU0923.in June 1991.
 HU0923
 HU0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0923.GEOID18 height accuracy estimate available here.
 HU0923
 HU0923.Click photographs - Photos may exist for this station.
 HU0923
 HU0923.The dynamic height is computed by dividing the NAVD 88
 HU0923.geopotential number by the normal gravity value computed on the
 HU0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0923.degrees latitude (g = 980.6199 gals.).
 HU0923
 HU0923.The modeled gravity was interpolated from observed gravity values.
 HU0923
 HU0923;                    North         East    Units  Estimated Accuracy
 HU0923;SPC DE       -    87,080.      175,670.      MT  (+/- 180 meters Scaled)
 HU0923
 HU0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH394930(NAD 83)
 HU0923
 HU0923                          SUPERSEDED SURVEY CONTROL
 HU0923
 HU0923  NGVD 29 (11/26/84)   13.636  (m)           44.74   (f) ADJUSTED    2 0
 HU0923
 HU0923.Superseded values are not recommended for survey control.
 HU0923
 HU0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0923.See file dsdata.pdf to determine how the superseded data were derived.
 HU0923
 HU0923_MARKER: DB = BENCH MARK DISK
 HU0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0923_STAMPING: E 10 1942
 HU0923_MARK LOGO: CGS
 HU0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0923+STABILITY: SURFACE MOTION
 HU0923
 HU0923  HISTORY     - Date     Condition        Report By
 HU0923  HISTORY     - 1942     MONUMENTED       CGS
 HU0923  HISTORY     - 1965     MARK NOT FOUND   CGS
 HU0923  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0923  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0923
 HU0923                          STATION DESCRIPTION
 HU0923
 HU0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HU0923'7.8 MI E FROM FEDERALSBURG.
 HU0923'4.75 MILES EAST ALONG HIGHWAY 306 FROM THE INTERSECTION OF
 HU0923'CENTRAL AVENUE AND MAIN STREET AT FEDERALSBURG, CAROLINE COUNTY,
 HU0923'AND 3.1 MILES NORTHEAST ALONG DIRT ROAD, 22.7 FEET NORTHWEST OF
 HU0923'THE CENTER LINE OF THE DIRT ROAD, 70.0 FEET SOUTH OF A CEDAR TREE,
 HU0923'18.6 FEET NORTH OF A 30-INCH OAK TREE, SET IN LINE WITH THE
 HU0923'CEDAR TREES, SET NEAR FOUR 30-INCH OAK TREES, NEAR A STANDARD
 HU0923'REFERENCE POST, A BRONZE DISK SET IN TOP OF CONCRETE POST.
 HU0923
 HU0923                          STATION RECOVERY (1981)
 HU0923
 HU0923'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0923'MARK NOT FOUND.
 HU0923
 HU0923                          STATION RECOVERY (2013)
 HU0923
 HU0923'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0923'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0850 ***********************************************************************
 HU0850  DESIGNATION -  E 11
 HU0850  PID         -  HU0850
 HU0850  STATE/COUNTY-  DE/KENT
 HU0850  COUNTRY     -  US
 HU0850  USGS QUAD   -  BURRSVILLE (2016)
 HU0850
 HU0850                         *CURRENT SURVEY CONTROL
 HU0850  ______________________________________________________________________
 HU0850* NAD 83(1986) POSITION- 38 58 19.     (N) 075 38 21.     (W)   SCALED
 HU0850* NAVD 88 ORTHO HEIGHT -    19.208 (meters)       63.02  (feet) ADJUSTED
 HU0850  ______________________________________________________________________
 HU0850  GEOID HEIGHT    -        -34.897 (meters)                     GEOID18
 HU0850  DYNAMIC HEIGHT  -         19.196 (meters)       62.98  (feet) COMP
 HU0850  MODELED GRAVITY -    980,051.6   (mgal)                       NAVD 88
 HU0850
 HU0850  VERT ORDER      -  SECOND    CLASS 0
 HU0850
 HU0850.The horizontal coordinates were scaled from a map and have
 HU0850.an estimated accuracy of +/- 6 seconds.
 HU0850
 HU0850.The orthometric height was determined by differential leveling and
 HU0850.adjusted by the NATIONAL GEODETIC SURVEY
 HU0850.in June 1991.
 HU0850
 HU0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0850.GEOID18 height accuracy estimate available here.
 HU0850
 HU0850.Click photographs - Photos may exist for this station.
 HU0850
 HU0850.The dynamic height is computed by dividing the NAVD 88
 HU0850.geopotential number by the normal gravity value computed on the
 HU0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0850.degrees latitude (g = 980.6199 gals.).
 HU0850
 HU0850.The modeled gravity was interpolated from observed gravity values.
 HU0850
 HU0850;                    North         East    Units  Estimated Accuracy
 HU0850;SPC DE       -   107,910.      180,720.      MT  (+/- 180 meters Scaled)
 HU0850
 HU0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ446138(NAD 83)
 HU0850
 HU0850                          SUPERSEDED SURVEY CONTROL
 HU0850
 HU0850  NGVD 29 (11/26/84)   19.448  (m)           63.81   (f) ADJUSTED    2 0
 HU0850
 HU0850.Superseded values are not recommended for survey control.
 HU0850
 HU0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0850.See file dsdata.pdf to determine how the superseded data were derived.
 HU0850
 HU0850_MARKER: DB = BENCH MARK DISK
 HU0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0850_STAMPING: E 11 1942
 HU0850_MARK LOGO: CGS
 HU0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0850+STABILITY: SURFACE MOTION
 HU0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0850+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2011
 HU0850
 HU0850  HISTORY     - Date     Condition        Report By
 HU0850  HISTORY     - 1942     MONUMENTED       CGS
 HU0850  HISTORY     - 1964     GOOD             CGS
 HU0850  HISTORY     - 1981     GOOD             UDE
 HU0850  HISTORY     - 20100417 GOOD             BECMOR
 HU0850  HISTORY     - 20111115 GOOD             DELCOS
 HU0850
 HU0850                          STATION DESCRIPTION
 HU0850
 HU0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0850'1.8 MI SE FROM HOLLANDSVILLE.
 HU0850'1.8 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE INTERSECTION OF
 HU0850'A GRAVEL ROAD AT HOLLANDSVILLE, KENT COUNTY, 37.6 FEET EAST OF THE
 HU0850'CENTERLINE OF THE ROAD, 9.4 FEET SOUTHWEST OF AN 18-INCH WATER
 HU0850'OAK TREE, 8.6 FEET NORTHWEST OF AN 18-INCH WHITE OAK TREE, AND 2
 HU0850'FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 HU0850'STAMPED E 11 1942 AND SET IN THE TOP OF A CONCRETE POST.
 HU0850
 HU0850                          STATION RECOVERY (1964)
 HU0850
 HU0850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HU0850'RECOVERED IN GOOD CONDITION.
 HU0850
 HU0850                          STATION RECOVERY (1981)
 HU0850
 HU0850'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0850'RECOVERED IN GOOD CONDITION.
 HU0850
 HU0850                          STATION RECOVERY (2010)
 HU0850
 HU0850'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 HU0850'OPUS-RS (SPC 0700 2007) N=107923M E=180725M
 HU0850
 HU0850                          STATION RECOVERY (2011)
 HU0850
 HU0850'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 HU0850'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1300 ***********************************************************************
 JU1300  DESIGNATION -  E 12
 JU1300  PID         -  JU1300
 JU1300  STATE/COUNTY-  DE/KENT
 JU1300  COUNTRY     -  US
 JU1300  USGS QUAD   -  MARYDEL (2016)
 JU1300
 JU1300                         *CURRENT SURVEY CONTROL
 JU1300  ______________________________________________________________________
 JU1300* NAD 83(1986) POSITION- 39 02 56.     (N) 075 38 57.     (W)   SCALED
 JU1300* NAVD 88 ORTHO HEIGHT -    17.034 (meters)       55.89  (feet) ADJUSTED
 JU1300  ______________________________________________________________________
 JU1300  GEOID HEIGHT    -        -34.610 (meters)                     GEOID18
 JU1300  DYNAMIC HEIGHT  -         17.024 (meters)       55.85  (feet) COMP
 JU1300  MODELED GRAVITY -    980,064.5   (mgal)                       NAVD 88
 JU1300
 JU1300  VERT ORDER      -  SECOND    CLASS 0
 JU1300
 JU1300.The horizontal coordinates were scaled from a map and have
 JU1300.an estimated accuracy of +/- 6 seconds.
 JU1300
 JU1300.The orthometric height was determined by differential leveling and
 JU1300.adjusted by the NATIONAL GEODETIC SURVEY
 JU1300.in June 1991.
 JU1300
 JU1300.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1300.GEOID18 height accuracy estimate available here.
 JU1300
 JU1300.Click photographs - Photos may exist for this station.
 JU1300
 JU1300.The dynamic height is computed by dividing the NAVD 88
 JU1300.geopotential number by the normal gravity value computed on the
 JU1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1300.degrees latitude (g = 980.6199 gals.).
 JU1300
 JU1300.The modeled gravity was interpolated from observed gravity values.
 JU1300
 JU1300;                    North         East    Units  Estimated Accuracy
 JU1300;SPC DE       -   116,460.      179,870.      MT  (+/- 180 meters Scaled)
 JU1300
 JU1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ438224(NAD 83)
 JU1300
 JU1300                          SUPERSEDED SURVEY CONTROL
 JU1300
 JU1300  NGVD 29 (11/26/84)   17.271  (m)           56.66   (f) ADJUSTED    2 0
 JU1300
 JU1300.Superseded values are not recommended for survey control.
 JU1300
 JU1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1300.See file dsdata.pdf to determine how the superseded data were derived.
 JU1300
 JU1300_MARKER: DB = BENCH MARK DISK
 JU1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1300_STAMPING: E 12 1942
 JU1300_MARK LOGO: CGS
 JU1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1300+STABILITY: SURFACE MOTION
 JU1300
 JU1300  HISTORY     - Date     Condition        Report By
 JU1300  HISTORY     - 1942     MONUMENTED       CGS
 JU1300  HISTORY     - 20120320 MARK NOT FOUND   DELCOS
 JU1300
 JU1300                          STATION DESCRIPTION
 JU1300
 JU1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JU1300'AT PETERSBURG.
 JU1300'THIS MARK IS AT PETERSBURG, KENT COUNTY, AT THE T JUNCTION OF
 JU1300'HIGHWAY 10 AND A DIRT ROAD WHICH RUNS SOUTHEAST TO VIOLA, 40.0
 JU1300'FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY 10, 25.7 FEET
 JU1300'SOUTHWEST OF THE CENTER LINE OF THE DIRT ROAD, 4.8 FEET EAST
 JU1300'OF A FENCE WHICH RUNS PARALLEL WITH THE DIRT ROAD, 2.0 FEET
 JU1300'NORTHWEST OF A STANDARD REFERENCE POST.
 JU1300
 JU1300                          STATION RECOVERY (2012)
 JU1300
 JU1300'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1300'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1301 ***********************************************************************
 JU1301  DESIGNATION -  E 12 RESET
 JU1301  PID         -  JU1301
 JU1301  STATE/COUNTY-  DE/KENT
 JU1301  COUNTRY     -  US
 JU1301  USGS QUAD   -  MARYDEL (2016)
 JU1301
 JU1301                         *CURRENT SURVEY CONTROL
 JU1301  ______________________________________________________________________
 JU1301* NAD 83(1986) POSITION- 39 02 56.     (N) 075 38 57.     (W)   SCALED
 JU1301* NAVD 88 ORTHO HEIGHT -    16.88  (meters)       55.4   (feet) RESET
 JU1301  ______________________________________________________________________
 JU1301  GEOID HEIGHT    -        -34.610 (meters)                     GEOID18
 JU1301  VERT ORDER      -  THIRD
 JU1301
 JU1301.The horizontal coordinates were scaled from a map and have
 JU1301.an estimated accuracy of +/- 6 seconds.
 JU1301
 JU1301.The orthometric height was computed from unverified reset data.
 JU1301
 JU1301.No vertical observational check was made to the station.
 JU1301
 JU1301.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1301.GEOID18 height accuracy estimate available here.
 JU1301
 JU1301.Click photographs - Photos may exist for this station.
 JU1301
 JU1301;                    North         East    Units  Estimated Accuracy
 JU1301;SPC DE       -   116,460.      179,870.      MT  (+/- 180 meters Scaled)
 JU1301
 JU1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ438224(NAD 83)
 JU1301
 JU1301                          SUPERSEDED SURVEY CONTROL
 JU1301
 JU1301  NGVD 29 (??/??/??)   17.12   (m)           56.2    (f) RESET       3  
 JU1301
 JU1301.Superseded values are not recommended for survey control.
 JU1301
 JU1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1301.See file dsdata.pdf to determine how the superseded data were derived.
 JU1301
 JU1301_MARKER: DB = BENCH MARK DISK
 JU1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1301_STAMPING: E 12 RESET 1959
 JU1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1301+STABILITY: SURFACE MOTION
 JU1301
 JU1301  HISTORY     - Date     Condition        Report By
 JU1301  HISTORY     - 1959     MONUMENTED       DEDHT
 JU1301  HISTORY     - 1967     MARK NOT FOUND   CGS
 JU1301  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1301  HISTORY     - 20120320 MARK NOT FOUND   DELCOS
 JU1301
 JU1301                          STATION DESCRIPTION
 JU1301
 JU1301'DESCRIBED BY DE DEPT OF HIGHWAYS 1959
 JU1301'AT PETERSBURG.
 JU1301'AT PETERSBURG, AT JUNCTION OF STATE HIGHWAY 10 AND ROAD 108
 JU1301'LEADING SOUTHEAST TO VIOLA, 30.80 FEET SOUTHWEST OF THE
 JU1301'CENTERLINE OF ROAD 108, 71 FEET SOUTH OF THE CENTERLINE OF
 JU1301'HIGHWAY 10, 57.80 FEET SOUTHWEST OF A 12 INCH MAPLE TREE, AND
 JU1301'SET IN THE TOP OF A CONCRETE POST.
 JU1301
 JU1301                          STATION RECOVERY (1967)
 JU1301
 JU1301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JU1301'MARK NOT FOUND.
 JU1301
 JU1301                          STATION RECOVERY (1981)
 JU1301
 JU1301'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1301'MARK NOT FOUND.
 JU1301
 JU1301                          STATION RECOVERY (2012)
 JU1301
 JU1301'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1301'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1233 ***********************************************************************
 JU1233  DESIGNATION -  E 13
 JU1233  PID         -  JU1233
 JU1233  STATE/COUNTY-  DE/KENT
 JU1233  COUNTRY     -  US
 JU1233  USGS QUAD   -  CLAYTON (2016)
 JU1233
 JU1233                         *CURRENT SURVEY CONTROL
 JU1233  ______________________________________________________________________
 JU1233* NAD 83(1986) POSITION- 39 16 13.     (N) 075 42 05.     (W)   SCALED
 JU1233* NAVD 88 ORTHO HEIGHT -    21.447 (meters)       70.36  (feet) ADJUSTED
 JU1233  ______________________________________________________________________
 JU1233  GEOID HEIGHT    -        -33.800 (meters)                     GEOID18
 JU1233  DYNAMIC HEIGHT  -         21.436 (meters)       70.33  (feet) COMP
 JU1233  MODELED GRAVITY -    980,106.4   (mgal)                       NAVD 88
 JU1233
 JU1233  VERT ORDER      -  SECOND    CLASS 0
 JU1233
 JU1233.The horizontal coordinates were scaled from a map and have
 JU1233.an estimated accuracy of +/- 6 seconds.
 JU1233
 JU1233.The orthometric height was determined by differential leveling and
 JU1233.adjusted by the NATIONAL GEODETIC SURVEY
 JU1233.in June 1991.
 JU1233
 JU1233.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1233.GEOID18 height accuracy estimate available here.
 JU1233
 JU1233.Click photographs - Photos may exist for this station.
 JU1233
 JU1233.The dynamic height is computed by dividing the NAVD 88
 JU1233.geopotential number by the normal gravity value computed on the
 JU1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1233.degrees latitude (g = 980.6199 gals.).
 JU1233
 JU1233.The modeled gravity was interpolated from observed gravity values.
 JU1233
 JU1233;                    North         East    Units  Estimated Accuracy
 JU1233;SPC DE       -   141,050.      175,430.      MT  (+/- 180 meters Scaled)
 JU1233
 JU1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ394470(NAD 83)
 JU1233
 JU1233                          SUPERSEDED SURVEY CONTROL
 JU1233
 JU1233  NGVD 29 (11/26/84)   21.685  (m)           71.14   (f) ADJUSTED    2 0
 JU1233
 JU1233.Superseded values are not recommended for survey control.
 JU1233
 JU1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1233.See file dsdata.pdf to determine how the superseded data were derived.
 JU1233
 JU1233_MARKER: DB = BENCH MARK DISK
 JU1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1233_STAMPING: E 13 1942
 JU1233_MARK LOGO: CGS
 JU1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1233+STABILITY: SURFACE MOTION
 JU1233
 JU1233  HISTORY     - Date     Condition        Report By
 JU1233  HISTORY     - 1942     MONUMENTED       CGS
 JU1233  HISTORY     - 20120320 MARK NOT FOUND   DELCOS
 JU1233
 JU1233                          STATION DESCRIPTION
 JU1233
 JU1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JU1233'AT BLACKISTONE.
 JU1233'AT BLACKISTON, KENT COUNTY, 32.9 FEET SOUTH OF THE CENTERLINE OF
 JU1233'STATE HIGHWAY 6, 22.9 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 JU1233'A PUROL PEP SERVICE STATION IN 1942, 4 FEET SOUTH OF POLE 162, 1.5
 JU1233'FEET NORTH OF A YARD FENCE, AND 2 FEET WEST OF A WHITE WOODEN
 JU1233'WITNESS POST.  A STANDARD DISK, STAMPED E 13 1942 AND SET IN THE
 JU1233'TOP OF A CONCRETE POST.
 JU1233
 JU1233                          STATION RECOVERY (2012)
 JU1233
 JU1233'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1233'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1234 ***********************************************************************
 JU1234  DESIGNATION -  E 13 RESET
 JU1234  PID         -  JU1234
 JU1234  STATE/COUNTY-  DE/KENT
 JU1234  COUNTRY     -  US
 JU1234  USGS QUAD   -  CLAYTON (2016)
 JU1234
 JU1234                         *CURRENT SURVEY CONTROL
 JU1234  ______________________________________________________________________
 JU1234* NAD 83(1986) POSITION- 39 16 13.     (N) 075 42 05.     (W)   SCALED
 JU1234* NAVD 88 ORTHO HEIGHT -    21.40  (meters)       70.2   (feet) RESET
 JU1234  ______________________________________________________________________
 JU1234  GEOID HEIGHT    -        -33.800 (meters)                     GEOID18
 JU1234  VERT ORDER      -  THIRD
 JU1234
 JU1234.The horizontal coordinates were scaled from a map and have
 JU1234.an estimated accuracy of +/- 6 seconds.
 JU1234
 JU1234.The orthometric height was computed from unverified reset data.
 JU1234
 JU1234.No vertical observational check was made to the station.
 JU1234
 JU1234.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1234.GEOID18 height accuracy estimate available here.
 JU1234
 JU1234.Click photographs - Photos may exist for this station.
 JU1234
 JU1234;                    North         East    Units  Estimated Accuracy
 JU1234;SPC DE       -   141,050.      175,430.      MT  (+/- 180 meters Scaled)
 JU1234
 JU1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ394470(NAD 83)
 JU1234
 JU1234                          SUPERSEDED SURVEY CONTROL
 JU1234
 JU1234  NGVD 29 (??/??/??)   21.64   (m)           71.0    (f) RESET       3  
 JU1234
 JU1234.Superseded values are not recommended for survey control.
 JU1234
 JU1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1234.See file dsdata.pdf to determine how the superseded data were derived.
 JU1234
 JU1234_MARKER: DB = BENCH MARK DISK
 JU1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1234_STAMPING: E 13 RESET 1964
 JU1234_MARK LOGO: CGS
 JU1234_PROJECTION: PROJECTING 8 CENTIMETERS
 JU1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1234+STABILITY: SURFACE MOTION
 JU1234
 JU1234  HISTORY     - Date     Condition        Report By
 JU1234  HISTORY     - 1964     MONUMENTED       CGS
 JU1234  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1234  HISTORY     - 19890617 MARK NOT FOUND   USPSQD
 JU1234  HISTORY     - 20120320 MARK NOT FOUND   DELCOS
 JU1234
 JU1234                          STATION DESCRIPTION
 JU1234
 JU1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1234'AT BLACKISTONE.
 JU1234'ON STATE HIGHWAY 6, 205 FEET SOUTHWEST OF THE CROSSROADS, 34 FEET
 JU1234'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 18 FEET NORTHWEST OF THE
 JU1234'NORTHWEST CORNER OF A CINDERBLOCK BUILDING AND 7 FEET SOUTH OF
 JU1234'POWER LINE POLE NO. JB 32/162.  A STANDARD DISK IN THE TOP OF A
 JU1234'CONCRETE POST AND PROJECTS 3 INCHES.
 JU1234
 JU1234                          STATION RECOVERY (1981)
 JU1234
 JU1234'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1234'MARK NOT FOUND.
 JU1234
 JU1234                          STATION RECOVERY (1989)
 JU1234
 JU1234'RECOVERY NOTE BY US POWER SQUADRON 1989 (GSW)
 JU1234'MARK NOT FOUND.
 JU1234
 JU1234                          STATION RECOVERY (2012)
 JU1234
 JU1234'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1234'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1023 ***********************************************************************
 JU1023  DESIGNATION -  E 14
 JU1023  PID         -  JU1023
 JU1023  STATE/COUNTY-  DE/KENT
 JU1023  COUNTRY     -  US
 JU1023  USGS QUAD   -  LITTLE CREEK (2016)
 JU1023
 JU1023                         *CURRENT SURVEY CONTROL
 JU1023  ______________________________________________________________________
 JU1023* NAD 83(1986) POSITION- 39 11 48.     (N) 075 28 47.     (W)   SCALED
 JU1023* NAVD 88 ORTHO HEIGHT -     5.311 (meters)       17.42  (feet) ADJUSTED
 JU1023  ______________________________________________________________________
 JU1023  GEOID HEIGHT    -        -34.315 (meters)                     GEOID18
 JU1023  DYNAMIC HEIGHT  -          5.308 (meters)       17.41  (feet) COMP
 JU1023  MODELED GRAVITY -    980,094.3   (mgal)                       NAVD 88
 JU1023
 JU1023  VERT ORDER      -  THIRD
 JU1023
 JU1023.The horizontal coordinates were scaled from a map and have
 JU1023.an estimated accuracy of +/- 6 seconds.
 JU1023
 JU1023.The orthometric height was determined by differential leveling and
 JU1023.adjusted by the NATIONAL GEODETIC SURVEY
 JU1023.in June 1991.
 JU1023
 JU1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1023.GEOID18 height accuracy estimate available here.
 JU1023
 JU1023.Click photographs - Photos may exist for this station.
 JU1023
 JU1023.The dynamic height is computed by dividing the NAVD 88
 JU1023.geopotential number by the normal gravity value computed on the
 JU1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1023.degrees latitude (g = 980.6199 gals.).
 JU1023
 JU1023.The modeled gravity was interpolated from observed gravity values.
 JU1023
 JU1023;                    North         East    Units  Estimated Accuracy
 JU1023;SPC DE       -   132,840.      194,550.      MT  (+/- 180 meters Scaled)
 JU1023
 JU1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ585387(NAD 83)
 JU1023
 JU1023                          SUPERSEDED SURVEY CONTROL
 JU1023
 JU1023  NGVD 29 (11/26/84)    5.541  (m)           18.18   (f) ADJUSTED    3 0
 JU1023
 JU1023.Superseded values are not recommended for survey control.
 JU1023
 JU1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1023.See file dsdata.pdf to determine how the superseded data were derived.
 JU1023
 JU1023_MARKER: DB = BENCH MARK DISK
 JU1023_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU1023_STAMPING: E 14 1946
 JU1023_MARK LOGO: CGS
 JU1023_PROJECTION: PROJECTING 3 CENTIMETERS
 JU1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1023
 JU1023  HISTORY     - Date     Condition        Report By
 JU1023  HISTORY     - 1946     MONUMENTED       CGS
 JU1023  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1023  HISTORY     - 19910822 MARK NOT FOUND   USGS
 JU1023  HISTORY     - 20120322 MARK NOT FOUND   DELCOS
 JU1023
 JU1023                          STATION DESCRIPTION
 JU1023
 JU1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JU1023'2.8 MI N FROM LITTLE CREEK.
 JU1023'2.8 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF THE
 JU1023'ROAD LEADING EAST (TO PORT MAHON LIGHTHOUSE) AT LITTLE CREEK,
 JU1023'KENT COUNTY, AT WHITE OAK SCHOOL, AT A ROAD INTERSECTION 28
 JU1023'FEET SOUTHEAST OF THE CENTERLINE OF THE CROSS ROAD, 25 FEET
 JU1023'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTH OF
 JU1023'POLE 92, AND 1 FOOT FROM A WHITE WOODEN WITNESS POST.  A STANDARD
 JU1023'DISK, STAMPED E 14 1946 AND SET IN THE TOP OF A CONCRETE FILLED
 JU1023'GALVANIZED-IRON PIPE PROJECTING 1 INCH ABOVE GROUND.
 JU1023
 JU1023                          STATION RECOVERY (1981)
 JU1023
 JU1023'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1023'MARK NOT FOUND.
 JU1023
 JU1023                          STATION RECOVERY (1991)
 JU1023
 JU1023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1023'MARK NOT FOUND.
 JU1023
 JU1023                          STATION RECOVERY (2012)
 JU1023
 JU1023'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1023'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1113 ***********************************************************************
 JU1113  DESIGNATION -  E 2
 JU1113  PID         -  JU1113
 JU1113  STATE/COUNTY-  DE/KENT
 JU1113  COUNTRY     -  US
 JU1113  USGS QUAD   -  WYOMING (2016)
 JU1113
 JU1113                         *CURRENT SURVEY CONTROL
 JU1113  ______________________________________________________________________
 JU1113* NAD 83(1986) POSITION- 39 07 06.     (N) 075 33 34.     (W)   SCALED
 JU1113* NAVD 88 ORTHO HEIGHT -    14.026 (meters)       46.02  (feet) ADJUSTED
 JU1113  ______________________________________________________________________
 JU1113  GEOID HEIGHT    -        -34.489 (meters)                     GEOID18
 JU1113  DYNAMIC HEIGHT  -         14.018 (meters)       45.99  (feet) COMP
 JU1113  MODELED GRAVITY -    980,078.3   (mgal)                       NAVD 88
 JU1113
 JU1113  VERT ORDER      -  FIRST     CLASS I
 JU1113
 JU1113.The horizontal coordinates were scaled from a map and have
 JU1113.an estimated accuracy of +/- 6 seconds.
 JU1113
 JU1113.The orthometric height was determined by differential leveling and
 JU1113.adjusted by the NATIONAL GEODETIC SURVEY
 JU1113.in June 1991.
 JU1113
 JU1113.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1113.GEOID18 height accuracy estimate available here.
 JU1113
 JU1113.Click photographs - Photos may exist for this station.
 JU1113
 JU1113.The dynamic height is computed by dividing the NAVD 88
 JU1113.geopotential number by the normal gravity value computed on the
 JU1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1113.degrees latitude (g = 980.6199 gals.).
 JU1113
 JU1113.The modeled gravity was interpolated from observed gravity values.
 JU1113
 JU1113;                    North         East    Units  Estimated Accuracy
 JU1113;SPC DE       -   124,150.      187,650.      MT  (+/- 180 meters Scaled)
 JU1113
 JU1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ516300(NAD 83)
 JU1113
 JU1113                          SUPERSEDED SURVEY CONTROL
 JU1113
 JU1113  NGVD 29 (11/26/84)   14.263  (m)           46.79   (f) ADJUSTED    1 1
 JU1113
 JU1113.Superseded values are not recommended for survey control.
 JU1113
 JU1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1113.See file dsdata.pdf to determine how the superseded data were derived.
 JU1113
 JU1113_MARKER: DB = BENCH MARK DISK
 JU1113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1113_SP_SET: BUILDING
 JU1113_STAMPING: 47.300 E 2 1931
 JU1113_MARK LOGO: CGS
 JU1113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1113+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2022
 JU1113
 JU1113  HISTORY     - Date     Condition        Report By
 JU1113  HISTORY     - 1931     MONUMENTED       CGS
 JU1113  HISTORY     - 1963     GOOD             CGS
 JU1113  HISTORY     - 1981     GOOD             UDE
 JU1113  HISTORY     - 1987     GOOD             USPSQD
 JU1113  HISTORY     - 20020615 GOOD             USPSQD
 JU1113  HISTORY     - 20100130 GOOD             BECMOR
 JU1113  HISTORY     - 20190621 GOOD             USPSQD
 JU1113  HISTORY     - 20220530 GOOD             USPSQD
 JU1113
 JU1113                          STATION DESCRIPTION
 JU1113
 JU1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1113'AT WYOMING.
 JU1113'AT WYOMING, ALONG THE PENNSYLVANIA RAILROAD, SET VERTICALLY IN
 JU1113'THE WEST BRICK FACE OF THE STATION, 29 FEET EAST OF EAST RAIL OF
 JU1113'MAIN TRACK, 10 FEET SOUTH OF NORTHWEST CORNER OF BUILDING, AND
 JU1113'4.7 FEET ABOVE LEVEL OF STATION PLATFORM.
 JU1113
 JU1113                          STATION RECOVERY (1981)
 JU1113
 JU1113'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1113'RECOVERED IN GOOD CONDITION.
 JU1113
 JU1113                          STATION RECOVERY (1987)
 JU1113
 JU1113'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFL)
 JU1113'RECOVERED IN GOOD CONDITION.
 JU1113
 JU1113                          STATION RECOVERY (2002)
 JU1113
 JU1113'RECOVERY NOTE BY US POWER SQUADRON 2002 (AL)
 JU1113'RECOVERED IN GOOD CONDITION.
 JU1113
 JU1113                          STATION RECOVERY (2010)
 JU1113
 JU1113'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1113'RECOVERED IN GOOD CONDITION.
 JU1113
 JU1113                          STATION RECOVERY (2019)
 JU1113
 JU1113'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 JU1113'RECOVERED IN GOOD CONDITION.
 JU1113
 JU1113                          STATION RECOVERY (2022)
 JU1113
 JU1113'RECOVERY NOTE BY US POWER SQUADRON 2022 (DLT)
 JU1113'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0908 ***********************************************************************
 JU0908  DESIGNATION -  E 21
 JU0908  PID         -  JU0908
 JU0908  STATE/COUNTY-  DE/NEW CASTLE
 JU0908  COUNTRY     -  US
 JU0908  USGS QUAD   -  MARCUS HOOK (2019)
 JU0908
 JU0908                         *CURRENT SURVEY CONTROL
 JU0908  ______________________________________________________________________
 JU0908* NAD 83(1986) POSITION- 39 47 46.     (N) 075 29 18.     (W)   SCALED
 JU0908* NAVD 88 ORTHO HEIGHT -    64.445 (meters)      211.43  (feet) POSTED
 JU0908  ______________________________________________________________________
 JU0908  GEOID HEIGHT    -        -32.905 (meters)                     GEOID18
 JU0908  DYNAMIC HEIGHT  -         64.42  (meters)      211.4   (feet) COMP
 JU0908  MODELED GRAVITY -    980,175.1   (mgal)                       NAVD 88
 JU0908
 JU0908  VERT ORDER      -  * POSTED, SEE BELOW
 JU0908
 JU0908.The horizontal coordinates were scaled from a map and have
 JU0908.an estimated accuracy of +/- 6 seconds.
 JU0908
 JU0908.The orthometric height was determined by differential leveling
 JU0908.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU0908
 JU0908.* This is a POSTED BENCH MARK height.
 JU0908
 JU0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0908.GEOID18 height accuracy estimate available here.
 JU0908
 JU0908.Click photographs - Photos may exist for this station.
 JU0908
 JU0908.The dynamic height is computed by dividing the NAVD 88
 JU0908.geopotential number by the normal gravity value computed on the
 JU0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0908.degrees latitude (g = 980.6199 gals.).
 JU0908
 JU0908.The modeled gravity was interpolated from observed gravity values.
 JU0908
 JU0908;                    North         East    Units  Estimated Accuracy
 JU0908;SPC DE       -   199,390.      193,860.      MT  (+/- 180 meters Scaled)
 JU0908
 JU0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK581052(NAD 83)
 JU0908
 JU0908                          SUPERSEDED SURVEY CONTROL
 JU0908
 JU0908  NGVD 29 (11/26/84)   64.790  (m)          212.57   (f) ADJUSTED    2 0
 JU0908
 JU0908.Superseded values are not recommended for survey control.
 JU0908
 JU0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0908.See file dsdata.pdf to determine how the superseded data were derived.
 JU0908
 JU0908_MARKER: DB = BENCH MARK DISK
 JU0908_SETTING: 66 = SET IN ROCK OUTCROP
 JU0908_STAMPING: E 21 1959
 JU0908_MARK LOGO: CGS
 JU0908_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU0908+STABILITY: POSITION/ELEVATION WELL
 JU0908
 JU0908  HISTORY     - Date     Condition        Report By
 JU0908  HISTORY     - 1959     MONUMENTED       CGS
 JU0908  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 JU0908
 JU0908                          STATION DESCRIPTION
 JU0908
 JU0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU0908'3.7 MI NE FROM WILMINGTON.
 JU0908'3.7 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JU0908'OVERPASS OVER CONCORD PIKE (U.S. HIGHWAY 202) AT WILMINGTON,
 JU0908'ABOUT 0.2 MILE NORTHEAST OF CROSSING OF SILVERSIDE ROAD, NEAR
 JU0908'MILEAGE POLE NO. 25+21, SET VERTICALLY IN THE NORTHWEST FACE OF A
 JU0908'4 1/2 BY 4 1/2-FOOT ROCK PROJECTION IN A ROCK CUT, ABOUT 50 YARDS
 JU0908'SOUTHWEST OF NORTHEAST END OF CUT, 21.2 FEET SOUTHEAST OF SOUTHEAST
 JU0908'RAIL AND ABOUT 2 1/2 FEET ABOVE LEVEL OF TRACK.
 JU0908
 JU0908                          STATION RECOVERY (1984)
 JU0908
 JU0908'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0908'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1473 ***********************************************************************
 JU1473  DESIGNATION -  E 22
 JU1473  PID         -  JU1473
 JU1473  STATE/COUNTY-  DE/NEW CASTLE
 JU1473  COUNTRY     -  US
 JU1473  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1473
 JU1473                         *CURRENT SURVEY CONTROL
 JU1473  ______________________________________________________________________
 JU1473* NAD 83(1986) POSITION- 39 44 13.0    (N) 075 33 14.7    (W)   HD_HELD2
 JU1473* NAVD 88 ORTHO HEIGHT -     4.843 (meters)       15.89  (feet) POSTED
 JU1473  ______________________________________________________________________
 JU1473  GEOID HEIGHT    -        -32.939 (meters)                     GEOID18
 JU1473  DYNAMIC HEIGHT  -          4.84  (meters)       15.9   (feet) COMP
 JU1473  MODELED GRAVITY -    980,174.6   (mgal)                       NAVD 88
 JU1473
 JU1473  VERT ORDER      -  * POSTED, SEE BELOW
 JU1473
 JU1473.The horizontal coordinates were established by autonomous hand held GPS
 JU1473.observations and have an estimated accuracy of +/- 10 meters.
 JU1473
 JU1473.The orthometric height was determined by differential leveling
 JU1473.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU1473
 JU1473.* This is a POSTED BENCH MARK height.
 JU1473
 JU1473.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1473.GEOID18 height accuracy estimate available here.
 JU1473
 JU1473.Click photographs - Photos may exist for this station.
 JU1473
 JU1473.The dynamic height is computed by dividing the NAVD 88
 JU1473.geopotential number by the normal gravity value computed on the
 JU1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1473.degrees latitude (g = 980.6199 gals.).
 JU1473
 JU1473.The modeled gravity was interpolated from observed gravity values.
 JU1473
 JU1473;                    North         East    Units  Estimated Accuracy
 JU1473;SPC DE       -   192,831.      188,221.      MT  (+/- 10 meters HH2 GPS)
 JU1473
 JU1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5252298708(NAD 83)
 JU1473
 JU1473                          SUPERSEDED SURVEY CONTROL
 JU1473
 JU1473  NGVD 29 (11/26/84)    5.186  (m)           17.01   (f) ADJUSTED    2 0
 JU1473
 JU1473.Superseded values are not recommended for survey control.
 JU1473
 JU1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1473.See file dsdata.pdf to determine how the superseded data were derived.
 JU1473
 JU1473_MARKER: DB = BENCH MARK DISK
 JU1473_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1473_SP_SET: BRIDGE ABUTMENT
 JU1473_STAMPING: E 22 1959
 JU1473_MARK LOGO: CGS
 JU1473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1473+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1473
 JU1473  HISTORY     - Date     Condition        Report By
 JU1473  HISTORY     - 1959     MONUMENTED       CGS
 JU1473  HISTORY     - 1975     GOOD             LOCENG
 JU1473  HISTORY     - 1981     GOOD             UDE
 JU1473  HISTORY     - 19930130 GOOD             USPSQD
 JU1473  HISTORY     - 20060304 GOOD             USPSQD
 JU1473  HISTORY     - 20130711 GOOD             DELCOS
 JU1473
 JU1473                          STATION DESCRIPTION
 JU1473
 JU1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1473'AT WILMINGTON.
 JU1473'AT WILMINGTON, ABOUT 0.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 13
 JU1473'(MARKET STREET) FROM PENNSYLVANIA RAILROAD OVERPASS OVER HIGHWAY,
 JU1473'IN THE TOP OF THE NORTHWEST END OF NORTHEAST CONCRETE ABUTMENT OF
 JU1473'MARKET STREET BRIDGE OVER CHRISTINA RIVER, 1.3 FEET SOUTHEAST OF
 JU1473'EAST CORNER OF OPERATORS BUILDING, 1/2 FOOT SOUTH-SOUTHWEST OF
 JU1473'SOUTHWEST END OF CONCRETE BANISTER AND ABOUT LEVEL WITH BRIDGE
 JU1473'SIDE WALK.
 JU1473
 JU1473                          STATION RECOVERY (1975)
 JU1473
 JU1473'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JU1473'RECOVERED IN GOOD CONDITION.
 JU1473
 JU1473                          STATION RECOVERY (1981)
 JU1473
 JU1473'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1473'RECOVERED IN GOOD CONDITION.
 JU1473
 JU1473                          STATION RECOVERY (1993)
 JU1473
 JU1473'RECOVERY NOTE BY US POWER SQUADRON 1993 (BFC)
 JU1473'RECOVERED IN GOOD CONDITION.
 JU1473
 JU1473                          STATION RECOVERY (2006)
 JU1473
 JU1473'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAL)
 JU1473'RECOVERED IN GOOD CONDITION.
 JU1473
 JU1473                          STATION RECOVERY (2013)
 JU1473
 JU1473'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1473'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0132 ***********************************************************************
 HU0132  DESIGNATION -  E 27
 HU0132  PID         -  HU0132
 HU0132  STATE/COUNTY-  DE/SUSSEX
 HU0132  COUNTRY     -  US
 HU0132  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU0132
 HU0132                         *CURRENT SURVEY CONTROL
 HU0132  ______________________________________________________________________
 HU0132* NAD 83(1986) POSITION- 38 43 09.     (N) 075 07 06.     (W)   SCALED
 HU0132* NAVD 88 ORTHO HEIGHT -     8.170 (meters)       26.80  (feet) ADJUSTED
 HU0132  ______________________________________________________________________
 HU0132  GEOID HEIGHT    -        -35.677 (meters)                     GEOID18
 HU0132  DYNAMIC HEIGHT  -          8.166 (meters)       26.79  (feet) COMP
 HU0132  MODELED GRAVITY -    980,033.5   (mgal)                       NAVD 88
 HU0132
 HU0132  VERT ORDER      -  SECOND    CLASS 0
 HU0132
 HU0132.The horizontal coordinates were scaled from a map and have
 HU0132.an estimated accuracy of +/- 6 seconds.
 HU0132
 HU0132.The orthometric height was determined by differential leveling and
 HU0132.adjusted by the NATIONAL GEODETIC SURVEY
 HU0132.in June 1991.
 HU0132
 HU0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0132.GEOID18 height accuracy estimate available here.
 HU0132
 HU0132.Click photographs - Photos may exist for this station.
 HU0132
 HU0132.The dynamic height is computed by dividing the NAVD 88
 HU0132.geopotential number by the normal gravity value computed on the
 HU0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0132.degrees latitude (g = 980.6199 gals.).
 HU0132
 HU0132.The modeled gravity was interpolated from observed gravity values.
 HU0132
 HU0132;                    North         East    Units  Estimated Accuracy
 HU0132;SPC DE       -    79,870.      225,950.      MT  (+/- 180 meters Scaled)
 HU0132
 HU0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH897856(NAD 83)
 HU0132
 HU0132                          SUPERSEDED SURVEY CONTROL
 HU0132
 HU0132  NGVD 29 (11/26/84)    8.407  (m)           27.58   (f) ADJUSTED    2 0
 HU0132
 HU0132.Superseded values are not recommended for survey control.
 HU0132
 HU0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0132.See file dsdata.pdf to determine how the superseded data were derived.
 HU0132
 HU0132_MARKER: DB = BENCH MARK DISK
 HU0132_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HU0132_SP_SET: APRON
 HU0132_STAMPING: E 27 1961
 HU0132_MARK LOGO: CGS
 HU0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0132
 HU0132  HISTORY     - Date     Condition        Report By
 HU0132  HISTORY     - 1961     MONUMENTED       CGS
 HU0132  HISTORY     - 19971221 MARK NOT FOUND   USPSQD
 HU0132
 HU0132                          STATION DESCRIPTION
 HU0132
 HU0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HU0132'2.2 MI NW FROM REHOBOTH BEACH.
 HU0132'1.1 MILE WEST ON ALTERNATE HIGHWAY 14, (REHOBOTH AVENUE), FROM THE
 HU0132'POST OFFICE IN REHOBOTH BEACH, THENCE 1.15 MILE NORTHWEST ON
 HU0132'HIGHWAY 14 TO THE REHOBOTH AIRPORT.  61 YARDS EAST OF AN OFFICE
 HU0132'BUILDING AND SET IN A DRILL HOLE IN THE CONCRETE APRON AT THE
 HU0132'SOUTHWEST CORNER OF THE EASTERN MOST HANGER ABOUT 6 INCHES ABOVE
 HU0132'THE LEVEL OF THE GROUND.
 HU0132
 HU0132                          STATION RECOVERY (1997)
 HU0132
 HU0132'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU0132'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0083 ***********************************************************************
 HU0083  DESIGNATION -  E 29
 HU0083  PID         -  HU0083
 HU0083  STATE/COUNTY-  DE/SUSSEX
 HU0083  COUNTRY     -  US
 HU0083  USGS QUAD   -  LEWES (2016)
 HU0083
 HU0083                         *CURRENT SURVEY CONTROL
 HU0083  ______________________________________________________________________
 HU0083* NAD 83(1986) POSITION- 38 46 45.     (N) 075 09 08.     (W)   SCALED
 HU0083* NAVD 88 ORTHO HEIGHT -     4.157 (meters)       13.64  (feet) ADJUSTED
 HU0083  ______________________________________________________________________
 HU0083  GEOID HEIGHT    -        -35.620 (meters)                     GEOID18
 HU0083  DYNAMIC HEIGHT  -          4.154 (meters)       13.63  (feet) COMP
 HU0083  MODELED GRAVITY -    980,038.8   (mgal)                       NAVD 88
 HU0083
 HU0083  VERT ORDER      -  FIRST     CLASS II
 HU0083
 HU0083.The horizontal coordinates were scaled from a map and have
 HU0083.an estimated accuracy of +/- 6 seconds.
 HU0083
 HU0083.The orthometric height was determined by differential leveling and
 HU0083.adjusted by the NATIONAL GEODETIC SURVEY
 HU0083.in July 2002.
 HU0083
 HU0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0083.GEOID18 height accuracy estimate available here.
 HU0083
 HU0083.Click photographs - Photos may exist for this station.
 HU0083
 HU0083.The dynamic height is computed by dividing the NAVD 88
 HU0083.geopotential number by the normal gravity value computed on the
 HU0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0083.degrees latitude (g = 980.6199 gals.).
 HU0083
 HU0083.The modeled gravity was interpolated from observed gravity values.
 HU0083
 HU0083;                    North         East    Units  Estimated Accuracy
 HU0083;SPC DE       -    86,520.      222,980.      MT  (+/- 180 meters Scaled)
 HU0083
 HU0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH867922(NAD 83)
 HU0083
 HU0083                          SUPERSEDED SURVEY CONTROL
 HU0083
 HU0083  NAVD 88 (06/15/91)    4.160  (m)           13.65   (f) SUPERSEDED  1 2
 HU0083  NGVD 29 (11/26/84)    4.396  (m)           14.42   (f) ADJUSTED    1 2
 HU0083
 HU0083.Superseded values are not recommended for survey control.
 HU0083
 HU0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0083.See file dsdata.pdf to determine how the superseded data were derived.
 HU0083
 HU0083_MARKER: DB = BENCH MARK DISK
 HU0083_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HU0083+WITH SETTING: PAVEMENT
 HU0083_SP_SET: FLOOR
 HU0083_STAMPING: E 29 1962
 HU0083_MARK LOGO: CGS
 HU0083_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0083+STABILITY: SURFACE MOTION
 HU0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0083+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2001
 HU0083
 HU0083  HISTORY     - Date     Condition        Report By
 HU0083  HISTORY     - 1962     MONUMENTED       CGS
 HU0083  HISTORY     - 1981     GOOD             UDE
 HU0083  HISTORY     - 1987     GOOD             USPSQD
 HU0083  HISTORY     - 19901102 GOOD             NGS
 HU0083  HISTORY     - 19951010 GOOD             NGS
 HU0083  HISTORY     - 20010218 GOOD             USPSQD
 HU0083  HISTORY     - 20120210 MARK NOT FOUND   DELCOS
 HU0083
 HU0083                          STATION DESCRIPTION
 HU0083
 HU0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0083'0.8 MI SW FROM LEWES.
 HU0083'0.75 MILE NORTHWEST ON GILLS NECK ROAD FROM THE POST OFFICE AT
 HU0083'LEWES, THENCE 0.1 MILE SOUTHWEST ON NEW ROAD.  54 FEET NORTHWEST
 HU0083'OF THE CENTER LINE OF NEW ROAD, 2 FEET NORTHEAST OF THE SOUTHWEST
 HU0083'CORNER OF THE LOADING BUILDING AT THE WHITE PACKING COMPANY AND 1
 HU0083'FOOT ABOVE THE LEVEL OF THE ROAD.  SET IN A DRILL HOLE IN THE
 HU0083'SOUTHWEST CORNER OF THE CONCRETE FLOOR OF THE LOADING BUILDING.
 HU0083
 HU0083                          STATION RECOVERY (1981)
 HU0083
 HU0083'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0083'NOTE-- IT IS AT THE LEWES ICE PLANT NOT WHITES PARKING
 HU0083'CO.
 HU0083
 HU0083                          STATION RECOVERY (1987)
 HU0083
 HU0083'RECOVERY NOTE BY US POWER SQUADRON 1987 (DAP)
 HU0083'RECOVERED IN GOOD CONDITION.
 HU0083
 HU0083                          STATION RECOVERY (1990)
 HU0083
 HU0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0083'1.2 KM (0.7 MI) NORTHWESTERLY ALONG FRONT STREET FROM THE POST OFFICE
 HU0083'IN LEWES, THENCE 0.1 KM (0.1 MI) SOUTHWESTERLY ALONG NEW ROAD, IN THE
 HU0083'SOUTH CORNER OF THE FLOOR OF THE MOST SOUTHERN LOADING BAY OF THE
 HU0083'CAPE HENLOPEN SHELLFISH COMPANY, 16.5 M (54.1 FT) NORTHWEST OF AND
 HU0083'LEVEL WITH THE ROAD CENTERLINE, AND 0.6 M (2.0 FT) NORTHEAST OF THE
 HU0083'SOUTH CORNER OF THE BUILDING.
 HU0083
 HU0083                          STATION RECOVERY (1995)
 HU0083
 HU0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 HU0083'RECOVERED AS DESCRIBED.
 HU0083
 HU0083                          STATION RECOVERY (2001)
 HU0083
 HU0083'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HU0083'RECOVERED IN GOOD CONDITION.
 HU0083
 HU0083                          STATION RECOVERY (2012)
 HU0083
 HU0083'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0083'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0140 ***********************************************************************
 HU0140  DESIGNATION -  E 30
 HU0140  PID         -  HU0140
 HU0140  STATE/COUNTY-  DE/SUSSEX
 HU0140  COUNTRY     -  US
 HU0140  USGS QUAD   -  BETHANY BEACH (2016)
 HU0140
 HU0140                         *CURRENT SURVEY CONTROL
 HU0140  ______________________________________________________________________
 HU0140* NAD 83(1986) POSITION- 38 32 52.1    (N) 075 06 49.5    (W)   HD_HELD2
 HU0140* NAVD 88 ORTHO HEIGHT -     3.107 (meters)       10.19  (feet) ADJUSTED
 HU0140  ______________________________________________________________________
 HU0140  GEOID HEIGHT    -        -35.781 (meters)                     GEOID18
 HU0140  DYNAMIC HEIGHT  -          3.105 (meters)       10.19  (feet) COMP
 HU0140  MODELED GRAVITY -    980,027.5   (mgal)                       NAVD 88
 HU0140
 HU0140  VERT ORDER      -  SECOND    CLASS 0
 HU0140
 HU0140.The horizontal coordinates were established by autonomous hand held GPS
 HU0140.observations and have an estimated accuracy of +/- 10 meters.
 HU0140
 HU0140.The orthometric height was determined by differential leveling and
 HU0140.adjusted by the NATIONAL GEODETIC SURVEY
 HU0140.in June 1991.
 HU0140
 HU0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0140.GEOID18 height accuracy estimate available here.
 HU0140
 HU0140.Click photographs - Photos may exist for this station.
 HU0140
 HU0140.The dynamic height is computed by dividing the NAVD 88
 HU0140.geopotential number by the normal gravity value computed on the
 HU0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0140.degrees latitude (g = 980.6199 gals.).
 HU0140
 HU0140.The modeled gravity was interpolated from observed gravity values.
 HU0140
 HU0140;                    North         East    Units  Estimated Accuracy
 HU0140;SPC DE       -    60,851.      226,407.      MT  (+/- 10 meters HH2 GPS)
 HU0140
 HU0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9008766604(NAD 83)
 HU0140
 HU0140                          SUPERSEDED SURVEY CONTROL
 HU0140
 HU0140  NGVD 29 (11/26/84)    3.345  (m)           10.97   (f) ADJUSTED    2 0
 HU0140
 HU0140.Superseded values are not recommended for survey control.
 HU0140
 HU0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0140.See file dsdata.pdf to determine how the superseded data were derived.
 HU0140
 HU0140_MARKER: DB = BENCH MARK DISK
 HU0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0140_SP_SET: BRIDGE
 HU0140_STAMPING: E 30 1962
 HU0140_MARK LOGO: CGS
 HU0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0140
 HU0140  HISTORY     - Date     Condition        Report By
 HU0140  HISTORY     - 1962     MONUMENTED       CGS
 HU0140  HISTORY     - 1981     GOOD             UDE
 HU0140  HISTORY     - 1987     GOOD             USPSQD
 HU0140  HISTORY     - 20030901 GOOD             INDIV
 HU0140  HISTORY     - 20120210 GOOD             DELCOS
 HU0140
 HU0140                          STATION DESCRIPTION
 HU0140
 HU0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0140'0.7 MI W FROM MILLVILLE.
 HU0140'0.7 MILE WEST ON STATE HIGHWAY 26 FROM THE LORD BALTIMORE HIGH
 HU0140'SCHOOL IN MILLVILLE.  15 FEET NORTH OF THE CENTER LINE OF HIGHWAY
 HU0140'26, 1.5 FEET EAST OF THE WEST END OF THE BRIDGE BANNISTER AND 2
 HU0140'FEET ABOVE THE LEVEL OF THE HIGHWAY.  SET IN A DRILL HOLE IN THE
 HU0140'WEST END OF THE NORTH CONCRETE BANNISTER OF THE BRIDGE OVER A
 HU0140'SMALL STREAM.
 HU0140
 HU0140                          STATION RECOVERY (1981)
 HU0140
 HU0140'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0140'RECOVERED IN GOOD CONDITION.
 HU0140
 HU0140                          STATION RECOVERY (1987)
 HU0140
 HU0140'RECOVERY NOTE BY US POWER SQUADRON 1987 (OPE)
 HU0140'RECOVERED IN GOOD CONDITION.
 HU0140
 HU0140                          STATION RECOVERY (2003)
 HU0140
 HU0140'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JKM)
 HU0140'RECOVERED IN GOOD CONDITION.
 HU0140
 HU0140                          STATION RECOVERY (2012)
 HU0140
 HU0140'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0140'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0187 ***********************************************************************
 HU0187  DESIGNATION -  E 33
 HU0187  PID         -  HU0187
 HU0187  STATE/COUNTY-  DE/SUSSEX
 HU0187  COUNTRY     -  US
 HU0187  USGS QUAD   -  ELLENDALE (2016)
 HU0187
 HU0187                         *CURRENT SURVEY CONTROL
 HU0187  ______________________________________________________________________
 HU0187* NAD 83(1986) POSITION- 38 49 40.9    (N) 075 24 09.9    (W)   HD_HELD2
 HU0187* NAVD 88 ORTHO HEIGHT -    13.673 (meters)       44.86  (feet) ADJUSTED
 HU0187  ______________________________________________________________________
 HU0187  GEOID HEIGHT    -        -35.453 (meters)                     GEOID18
 HU0187  DYNAMIC HEIGHT  -         13.665 (meters)       44.83  (feet) COMP
 HU0187  MODELED GRAVITY -    980,035.5   (mgal)                       NAVD 88
 HU0187
 HU0187  VERT ORDER      -  SECOND    CLASS II
 HU0187
 HU0187.The horizontal coordinates were established by autonomous hand held GPS
 HU0187.observations and have an estimated accuracy of +/- 10 meters.
 HU0187
 HU0187.The orthometric height was determined by differential leveling and
 HU0187.adjusted by the NATIONAL GEODETIC SURVEY
 HU0187.in June 1991.
 HU0187
 HU0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0187.GEOID18 height accuracy estimate available here.
 HU0187
 HU0187.Click photographs - Photos may exist for this station.
 HU0187
 HU0187.The dynamic height is computed by dividing the NAVD 88
 HU0187.geopotential number by the normal gravity value computed on the
 HU0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0187.degrees latitude (g = 980.6199 gals.).
 HU0187
 HU0187.The modeled gravity was interpolated from observed gravity values.
 HU0187
 HU0187;                    North         East    Units  Estimated Accuracy
 HU0187;SPC DE       -    91,914.      201,208.      MT  (+/- 10 meters HH2 GPS)
 HU0187
 HU0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6504097769(NAD 83)
 HU0187
 HU0187                          SUPERSEDED SURVEY CONTROL
 HU0187
 HU0187  NGVD 29 (11/26/84)   13.914  (m)           45.65   (f) ADJUSTED    2 0
 HU0187
 HU0187.Superseded values are not recommended for survey control.
 HU0187
 HU0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0187.See file dsdata.pdf to determine how the superseded data were derived.
 HU0187
 HU0187_MARKER: DB = BENCH MARK DISK
 HU0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0187_STAMPING: E 33 1962
 HU0187_MARK LOGO: CGS
 HU0187_PROJECTION: FLUSH
 HU0187_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0187+STABILITY: SURFACE MOTION
 HU0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0187+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2012
 HU0187
 HU0187  HISTORY     - Date     Condition        Report By
 HU0187  HISTORY     - 1962     MONUMENTED       CGS
 HU0187  HISTORY     - 1981     GOOD             UDE
 HU0187  HISTORY     - 20060623 GOOD             USPSQD
 HU0187  HISTORY     - 20080715 GOOD             DEDT
 HU0187  HISTORY     - 20120206 GOOD             DELCOS
 HU0187
 HU0187                          STATION DESCRIPTION
 HU0187
 HU0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0187'1.9 MI NE FROM ELLENDALE.
 HU0187'0.15 MILE EAST ON STATE HIGHWAY 16 FROM THE PENNSYLVANIA RAILROAD
 HU0187'CROSSING AT ELLENDALE, THENCE 1.75 MILE NORTHEAST ON BLACKTOPPED
 HU0187'ROAD.  32.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A 1 STORIED FRAME
 HU0187'HOUSE, 29.5 FEET NORTHWEST OF THE CENTER LINE OF BLACKTOPPED ROAD,
 HU0187'ON OUTSIDE OF CURVE, 5 FEET SOUTHWEST OF A POWER LINE POLE, 2 FEET
 HU0187'NORTHEAST OF A METAL WITNESS POST AND ABOUT LEVEL WITH THE ROAD.
 HU0187'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HU0187
 HU0187                          STATION RECOVERY (1981)
 HU0187
 HU0187'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0187'RECOVERED IN GOOD CONDITION.
 HU0187
 HU0187                          STATION RECOVERY (2006)
 HU0187
 HU0187'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 HU0187'UPDATE DESCRIPTION TO READ STATION IS 2 FEET WEST OF POWER POLE 48021,
 HU0187'30 FEET NORTHWEST FROM CENTER LINE OF BLACKTOP ROAD AND 21 FEET
 HU0187'NORTHWEST OUTSIDE OF CURVE OF BLACKTOP ROAD.  NO WITNESS POST FOUND.
 HU0187'DELETE REFERENCE TO A 1 STORIED FRAME HOUSE.
 HU0187
 HU0187                          STATION RECOVERY (2008)
 HU0187
 HU0187'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 HU0187'RECOVERED AS DESCRIBED.
 HU0187
 HU0187                          STATION RECOVERY (2012)
 HU0187
 HU0187'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0187'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0758 ***********************************************************************
 HU0758  DESIGNATION -  E 34
 HU0758  PID         -  HU0758
 HU0758  STATE/COUNTY-  DE/SUSSEX
 HU0758  COUNTRY     -  US
 HU0758  USGS QUAD   -  SEAFORD EAST (2016)
 HU0758
 HU0758                         *CURRENT SURVEY CONTROL
 HU0758  ______________________________________________________________________
 HU0758* NAD 83(1986) POSITION- 38 44 07.19   (N) 075 36 27.14   (W)   HD_HELD1
 HU0758* NAVD 88 ORTHO HEIGHT -    14.020 (meters)       46.00  (feet) ADJUSTED
 HU0758  ______________________________________________________________________
 HU0758  GEOID HEIGHT    -        -35.472 (meters)                     GEOID18
 HU0758  DYNAMIC HEIGHT  -         14.012 (meters)       45.97  (feet) COMP
 HU0758  MODELED GRAVITY -    980,024.9   (mgal)                       NAVD 88
 HU0758  OBS GRAVITY     -    980,020.2   (mgal)                       GRAV_OBS
 HU0758
 HU0758  VERT ORDER      -  FIRST     CLASS I
 HU0758
 HU0758.The horizontal coordinates were determined by differentially corrected
 HU0758.hand held GPS observations or other comparable positioning techniques
 HU0758.and have an estimated accuracy of +/- 3 meters.
 HU0758
 HU0758.The orthometric height was determined by differential leveling and
 HU0758.adjusted by the NATIONAL GEODETIC SURVEY
 HU0758.in June 1991.
 HU0758
 HU0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0758.GEOID18 height accuracy estimate available here.
 HU0758
 HU0758.Click photographs - Photos may exist for this station.
 HU0758
 HU0758.The dynamic height is computed by dividing the NAVD 88
 HU0758.geopotential number by the normal gravity value computed on the
 HU0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0758.degrees latitude (g = 980.6199 gals.).
 HU0758
 HU0758.The modeled gravity was interpolated from observed gravity values.
 HU0758
 HU0758.The observed gravity was obtained from relative gravimeter ties
 HU0758.to the IGSN71 gravity network.
 HU0758
 HU0758;                    North         East    Units  Estimated Accuracy
 HU0758;SPC DE       -    81,641.1     183,404.1     MT  (+/- 3 meters HH1 GPS) 
 HU0758
 HU0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4719687581(NAD 83)
 HU0758
 HU0758                          SUPERSEDED SURVEY CONTROL
 HU0758
 HU0758  NGVD 29 (11/26/84)   14.268  (m)           46.81   (f) ADJUSTED    1 1
 HU0758
 HU0758.Superseded values are not recommended for survey control.
 HU0758
 HU0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0758.See file dsdata.pdf to determine how the superseded data were derived.
 HU0758
 HU0758_MARKER: DB = BENCH MARK DISK
 HU0758_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HU0758_STAMPING: E 34 1963
 HU0758_MARK LOGO: CGS
 HU0758_PROJECTION: RECESSED 10 CENTIMETERS
 HU0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0758+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2013
 HU0758_ROD/PIPE-DEPTH: 31.7 meters
 HU0758
 HU0758  HISTORY     - Date     Condition        Report By
 HU0758  HISTORY     - 1963     MONUMENTED       CGS
 HU0758  HISTORY     - 1981     GOOD             UDE
 HU0758  HISTORY     - 19901031 GOOD             NGS
 HU0758  HISTORY     - 20130614 GOOD             DELCOS
 HU0758
 HU0758                          STATION DESCRIPTION
 HU0758
 HU0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0758'0.4 MI S FROM BRIDGEVILLE.
 HU0758'0.45 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0758'AT BRIDGEVILLE, ABOUT 108 YARDS SOUTH OF A BLACK TOP ROAD
 HU0758'CROSSING, 18 FEET EAST OF EAST RAIL OF THE MAIN TRACK, 37 FEET
 HU0758'WEST OF CENTER LINE OF A BLACK TOP ROAD, 104 FEET SOUTHWEST AND
 HU0758'ACROSS ROAD FROM THE NORTHWEST CORNER OF A FENCE SURROUNDING A
 HU0758'POWER SUB-STATION, 3 1/2 FEET WEST OF POWER POLE 3, 1.5 FEET EAST
 HU0758'OF A STEEL WITNESS POST, 1 FOOT BELOW LEVEL OF TRACK, AND IS A
 HU0758'DISK ON TOP OF A COPPER COATED STEEL ROD 1 INCH BELOW SURFACE OF
 HU0758'GROUND AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS 4 INCHES.
 HU0758'THE ROD WAS DRIVEN TO A DEPTH OF 104 FEET.
 HU0758
 HU0758                          STATION RECOVERY (1981)
 HU0758
 HU0758'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0758'RECOVERED IN GOOD CONDITION.
 HU0758
 HU0758                          STATION RECOVERY (1990)
 HU0758
 HU0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0758'0.8 KM (0.5 MI) SOUTHERLY ALONG THE CONRAIL RAILROAD FROM THE
 HU0758'INTERSECTION OF STATE HIGHWAY 404 IN BRIDGEVILLE, 31.7 M (104.0 FT)
 HU0758'SOUTHWEST OF THE NORTHWEST CORNER OF A FENCE SURROUNDING A
 HU0758'SUB-STATION, 28.6 M (93.8 FT) SOUTH OF UNDERGROUND CABLE WARNING POST
 HU0758'NUMBER 636, 10.9 M (35.8 FT) WEST OF THE CENTERLINE OF COUNTY ROAD
 HU0758'546, 8.9 M (29.2 FT) NORTH OF UTILITY POLE NUMBER 46707 06609, 5.5 M
 HU0758'(18.0 FT) EAST OF THE NEAR RAIL, 1.1 M (3.6 FT) WEST OF UTILITY POLE
 HU0758'NUMBER 46708 06612, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACKS, AND
 HU0758'0.3 M (1.0 FT) SOUTH OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN
 HU0758'A 6-INCH TILE PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 HU0758
 HU0758                          STATION RECOVERY (2013)
 HU0758
 HU0758'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0758'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1118 ***********************************************************************
 JU1118  DESIGNATION -  E 35
 JU1118  PID         -  JU1118
 JU1118  STATE/COUNTY-  DE/KENT
 JU1118  COUNTRY     -  US
 JU1118  USGS QUAD   -  WYOMING (2016)
 JU1118
 JU1118                         *CURRENT SURVEY CONTROL
 JU1118  ______________________________________________________________________
 JU1118* NAD 83(1986) POSITION- 39 04 56.09   (N) 075 34 02.46   (W)   HD_HELD1
 JU1118* NAVD 88 ORTHO HEIGHT -    12.344 (meters)       40.50  (feet) ADJUSTED
 JU1118  ______________________________________________________________________
 JU1118  GEOID HEIGHT    -        -34.611 (meters)                     GEOID18
 JU1118  DYNAMIC HEIGHT  -         12.337 (meters)       40.48  (feet) COMP
 JU1118  MODELED GRAVITY -    980,070.2   (mgal)                       NAVD 88
 JU1118
 JU1118  VERT ORDER      -  FIRST     CLASS I
 JU1118
 JU1118.The horizontal coordinates were determined by differentially corrected
 JU1118.hand held GPS observations or other comparable positioning techniques
 JU1118.and have an estimated accuracy of +/- 3 meters.
 JU1118
 JU1118.The orthometric height was determined by differential leveling and
 JU1118.adjusted by the NATIONAL GEODETIC SURVEY
 JU1118.in June 1991.
 JU1118
 JU1118.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1118.GEOID18 height accuracy estimate available here.
 JU1118
 JU1118.Click photographs - Photos may exist for this station.
 JU1118
 JU1118.The dynamic height is computed by dividing the NAVD 88
 JU1118.geopotential number by the normal gravity value computed on the
 JU1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1118.degrees latitude (g = 980.6199 gals.).
 JU1118
 JU1118.The modeled gravity was interpolated from observed gravity values.
 JU1118
 JU1118;                    North         East    Units  Estimated Accuracy
 JU1118;SPC DE       -   120,147.0     186,962.0     MT  (+/- 3 meters HH1 GPS) 
 JU1118
 JU1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5092826056(NAD 83)
 JU1118
 JU1118                          SUPERSEDED SURVEY CONTROL
 JU1118
 JU1118  NGVD 29 (11/26/84)   12.582  (m)           41.28   (f) ADJUSTED    1 1
 JU1118
 JU1118.Superseded values are not recommended for survey control.
 JU1118
 JU1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1118.See file dsdata.pdf to determine how the superseded data were derived.
 JU1118
 JU1118_MARKER: DB = BENCH MARK DISK
 JU1118_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU1118_SP_SET: CULVERT HEADWALL
 JU1118_STAMPING: E 35 1963
 JU1118_MARK LOGO: CGS
 JU1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1118+STABILITY: SURFACE MOTION
 JU1118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1118+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2011
 JU1118
 JU1118  HISTORY     - Date     Condition        Report By
 JU1118  HISTORY     - 1963     MONUMENTED       CGS
 JU1118  HISTORY     - 1970     GOOD             NGS
 JU1118  HISTORY     - 1981     GOOD             UDE
 JU1118  HISTORY     - 1999     GOOD             USPSQD
 JU1118  HISTORY     - 20100417 GOOD             BECMOR
 JU1118  HISTORY     - 20111115 GOOD             DELCOS
 JU1118
 JU1118                          STATION DESCRIPTION
 JU1118
 JU1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1118'2.6 MI S FROM WYOMING.
 JU1118'2.55 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 JU1118'AT WYOMING, ABOUT 0.35 MILE SOUTH OF MILEPOST 53, SET ON TOP OF
 JU1118'THE NORTH END OF THE EAST HEAD WALL FOR A CONCRETE CULVERT OVER
 JU1118'TIDBURY CREEK, 32 FEET EAST OF EAST RAIL, AND ABOUT 6 FEET BELOW
 JU1118'LEVEL OF TRACK.
 JU1118
 JU1118                          STATION RECOVERY (1970)
 JU1118
 JU1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JU1118'RECOVERED IN GOOD CONDITION.
 JU1118
 JU1118                          STATION RECOVERY (1981)
 JU1118
 JU1118'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1118'RECOVERED IN GOOD CONDITION.
 JU1118
 JU1118                          STATION RECOVERY (1999)
 JU1118
 JU1118'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU1118'RECOVERED IN GOOD CONDITION.
 JU1118
 JU1118                          STATION RECOVERY (2010)
 JU1118
 JU1118'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1118'RECOVERED IN GOOD CONDITION.
 JU1118
 JU1118                          STATION RECOVERY (2011)
 JU1118
 JU1118'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 JU1118'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1356 ***********************************************************************
 JU1356  DESIGNATION -  E 36
 JU1356  PID         -  JU1356
 JU1356  STATE/COUNTY-  DE/KENT
 JU1356  COUNTRY     -  US
 JU1356  USGS QUAD   -  WYOMING (2016)
 JU1356
 JU1356                         *CURRENT SURVEY CONTROL
 JU1356  ______________________________________________________________________
 JU1356* NAD 83(2011) POSITION- 39 06 40.44309(N) 075 31 53.00766(W)   ADJUSTED
 JU1356* NAD 83(2011) ELLIP HT-   -22.156 (meters)        (12/20/17)   ADJUSTED
 JU1356* NAD 83(2011) EPOCH   -  2010.00
 JU1356* NAVD 88 ORTHO HEIGHT -    12.419 (meters)       40.74  (feet) ADJUSTED
 JU1356  ______________________________________________________________________
 JU1356  GEOID HEIGHT    -        -34.560 (meters)                     GEOID18
 JU1356  NAD 83(2011) X  -  1,238,136.762 (meters)                     COMP
 JU1356  NAD 83(2011) Y  - -4,798,363.222 (meters)                     COMP
 JU1356  NAD 83(2011) Z  -  4,001,892.344 (meters)                     COMP
 JU1356  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 JU1356  DYNAMIC HEIGHT  -         12.412 (meters)       40.72  (feet) COMP
 JU1356  MODELED GRAVITY -    980,076.7   (mgal)                       NAVD 88
 JU1356
 JU1356  VERT ORDER      -  FIRST     CLASS I
 JU1356
 JU1356  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU1356  Standards:
 JU1356         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU1356            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU1356  -------------------------------------------------------------------
 JU1356  NETWORK    1.03   0.90           0.46   0.37   0.46     -0.11765391
 JU1356  -------------------------------------------------------------------
 JU1356  Click here for local accuracies and other accuracy information.
 JU1356
 JU1356.The horizontal coordinates were established by GPS observations
 JU1356.and adjusted by the MASER CONSULTING in December 2017.
 JU1356
 JU1356.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU1356.been affixed to the stable North American tectonic plate. See 
 JU1356.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU1356
 JU1356.The horizontal coordinates are valid at the epoch date displayed above
 JU1356.which is a decimal equivalence of Year/Month/Day.
 JU1356
 JU1356.The orthometric height was determined by differential leveling and
 JU1356.adjusted by the NATIONAL GEODETIC SURVEY
 JU1356.in June 1991.
 JU1356
 JU1356.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1356.GEOID18 height accuracy estimate available here.
 JU1356
 JU1356.Click photographs - Photos may exist for this station.
 JU1356
 JU1356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1356
 JU1356.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1356
 JU1356.The ellipsoidal height was determined by GPS observations
 JU1356.and is referenced to NAD 83.
 JU1356
 JU1356.The dynamic height is computed by dividing the NAVD 88
 JU1356.geopotential number by the normal gravity value computed on the
 JU1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1356.degrees latitude (g = 980.6199 gals.).
 JU1356
 JU1356.The modeled gravity was interpolated from observed gravity values.
 JU1356
 JU1356. The following values were computed from the NAD 83(2011) position.
 JU1356
 JU1356;                    North         East     Units Scale Factor Converg.
 JU1356;SPC DE       -   123,360.451   190,077.470   MT  0.99999621   -0 04 20.5
 JU1356;SPC DE       -   404,725.08    623,612.50   sFT  0.99999621   -0 04 20.5
 JU1356;UTM  18      - 4,329,254.876   454,057.917   MT  0.99962599   -0 20 06.8
 JU1356
 JU1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1356!SPC DE       -   1.00000348  x   0.99999621  =   0.99999969
 JU1356!UTM  18      -   1.00000348  x   0.99962599  =   0.99962946
 JU1356
 JU1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5405729254(NAD 83)
 JU1356
 JU1356                          SUPERSEDED SURVEY CONTROL
 JU1356
 JU1356  NGVD 29 (11/26/84)   12.656  (m)           41.52   (f) ADJUSTED    1 1
 JU1356
 JU1356.Superseded values are not recommended for survey control.
 JU1356
 JU1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1356.See file dsdata.pdf to determine how the superseded data were derived.
 JU1356
 JU1356_MARKER: DB = BENCH MARK DISK
 JU1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1356_STAMPING: E 36 1963
 JU1356_MARK LOGO: CGS
 JU1356_PROJECTION: PROJECTING 3 CENTIMETERS
 JU1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1356+STABILITY: SURFACE MOTION
 JU1356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1356+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2019
 JU1356
 JU1356  HISTORY     - Date     Condition        Report By
 JU1356  HISTORY     - 1963     MONUMENTED       CGS
 JU1356  HISTORY     - 1981     GOOD             UDE
 JU1356  HISTORY     - 20011026 GOOD             USPSQD
 JU1356  HISTORY     - 20060514 GOOD             USPSQD
 JU1356  HISTORY     - 20100130 GOOD             BECMOR
 JU1356  HISTORY     - 20111129 GOOD             DELCOS
 JU1356  HISTORY     - 20190619 GOOD             USPSQD
 JU1356
 JU1356                          STATION DESCRIPTION
 JU1356
 JU1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1356'1.1 MI SE FROM CAMDEN.
 JU1356'1.1 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE CAESAR RODNEY
 JU1356'SCHOOL AT CAMDEN, ABOUT 0.35 MILES SOUTHEAST OF THE INTERSECTION
 JU1356'OF U.S. HIGHWAY 13, AT THE SOUTH CORNER OF THE ODD FELLOWS
 JU1356'CEMETERY, AT THE SOUTHWEST END OF A HEDGE ROW ALONG THE SOUTHEAST
 JU1356'EDGE OF THE CEMETERY, 33.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 JU1356'OF DOWNHAM TOMBSTONE, 30 FEET NORTHEAST OF CENTERLINE OF HIGHWAY,
 JU1356'2 FEET SOUTHEAST OF SOUTH CORNER OF THE CEMETERY, 1.5 FEET
 JU1356'SOUTHWEST OF A STEEL WITNESS POST, AND SET IN THE TOP OF A
 JU1356'CONCRETE POST PROJECTING 1 INCH.
 JU1356
 JU1356                          STATION RECOVERY (1981)
 JU1356
 JU1356'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1356'THE MARK IS DIRECTLY UNDER THE IRON FENCE.
 JU1356
 JU1356                          STATION RECOVERY (2001)
 JU1356
 JU1356'RECOVERY NOTE BY US POWER SQUADRON 2001 (AL)
 JU1356'RECOVERED IN GOOD CONDITION.
 JU1356
 JU1356                          STATION RECOVERY (2006)
 JU1356
 JU1356'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 JU1356'RECOVERED IN GOOD CONDITION.
 JU1356
 JU1356                          STATION RECOVERY (2010)
 JU1356
 JU1356'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1356'RECOVERED IN GOOD CONDITION.
 JU1356
 JU1356                          STATION RECOVERY (2011)
 JU1356
 JU1356'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 JU1356'RECOVERED IN GOOD CONDITION.
 JU1356
 JU1356                          STATION RECOVERY (2019)
 JU1356
 JU1356'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 JU1356'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1349 ***********************************************************************
 JU1349  DESIGNATION -  E 37
 JU1349  PID         -  JU1349
 JU1349  STATE/COUNTY-  DE/KENT
 JU1349  COUNTRY     -  US
 JU1349  USGS QUAD   -  SMYRNA (2016)
 JU1349
 JU1349                         *CURRENT SURVEY CONTROL
 JU1349  ______________________________________________________________________
 JU1349* NAD 83(1986) POSITION- 39 18 33.     (N) 075 34 21.     (W)   SCALED
 JU1349* NAVD 88 ORTHO HEIGHT -     1.699 (meters)        5.57  (feet) ADJUSTED
 JU1349  ______________________________________________________________________
 JU1349  GEOID HEIGHT    -        -33.879 (meters)                     GEOID18
 JU1349  DYNAMIC HEIGHT  -          1.698 (meters)        5.57  (feet) COMP
 JU1349  MODELED GRAVITY -    980,109.9   (mgal)                       NAVD 88
 JU1349
 JU1349  VERT ORDER      -  FIRST     CLASS I
 JU1349
 JU1349.The horizontal coordinates were scaled from a map and have
 JU1349.an estimated accuracy of +/- 6 seconds.
 JU1349
 JU1349.The orthometric height was determined by differential leveling and
 JU1349.adjusted by the NATIONAL GEODETIC SURVEY
 JU1349.in June 1991.
 JU1349
 JU1349.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1349.GEOID18 height accuracy estimate available here.
 JU1349
 JU1349.Click photographs - Photos may exist for this station.
 JU1349
 JU1349.The dynamic height is computed by dividing the NAVD 88
 JU1349.geopotential number by the normal gravity value computed on the
 JU1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1349.degrees latitude (g = 980.6199 gals.).
 JU1349
 JU1349.The modeled gravity was interpolated from observed gravity values.
 JU1349
 JU1349;                    North         East    Units  Estimated Accuracy
 JU1349;SPC DE       -   145,340.      186,560.      MT  (+/- 180 meters Scaled)
 JU1349
 JU1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ506512(NAD 83)
 JU1349
 JU1349                          SUPERSEDED SURVEY CONTROL
 JU1349
 JU1349  NGVD 29 (11/26/84)    1.938  (m)            6.36   (f) ADJUSTED    1 1
 JU1349
 JU1349.Superseded values are not recommended for survey control.
 JU1349
 JU1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1349.See file dsdata.pdf to determine how the superseded data were derived.
 JU1349
 JU1349_MARKER: DB = BENCH MARK DISK
 JU1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1349_STAMPING: E 37 1963
 JU1349_MARK LOGO: CGS
 JU1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1349+STABILITY: SURFACE MOTION
 JU1349
 JU1349  HISTORY     - Date     Condition        Report By
 JU1349  HISTORY     - 1963     MONUMENTED       CGS
 JU1349  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1349  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 JU1349  HISTORY     - 20120322 MARK NOT FOUND   DELCOS
 JU1349
 JU1349                          STATION DESCRIPTION
 JU1349
 JU1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1349'1.8 MI E FROM SMYRNA.
 JU1349'1.75 MILES EAST ALONG STATE HIGHWAY 6 FROM THE INTERSECTION OF
 JU1349'U.S. HIGHWAY 13 AT SMYRNA, ABOUT 0.2 MILE NORTHEAST OF A BRIDGE
 JU1349'OVER MILL CREEK, ABOUT 150 FEET NORTHEAST OF THE NORTHEAST END OF
 JU1349'CURVE IN HIGHWAY WITH TANGENTS EXTENDING WEST AND NORTHEAST, 37.5
 JU1349'FEET SOUTHEAST OF CENTERLINE OF THE HIGHWAY, 2 FEET NORTHEAST OF
 JU1349'TELEPHONE POLE HA80, 1.5 FEET SOUTHWEST OF A STEEL WITNESS POST,
 JU1349'2 FEET ABOVE LEVEL OF HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JU1349'POST PROJECTING 2 INCHES.
 JU1349
 JU1349                          STATION RECOVERY (1981)
 JU1349
 JU1349'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1349'MARK NOT FOUND.
 JU1349
 JU1349                          STATION RECOVERY (1989)
 JU1349
 JU1349'RECOVERY NOTE BY US POWER SQUADRON 1989 (GSD)
 JU1349'MARK NOT FOUND.
 JU1349
 JU1349                          STATION RECOVERY (2012)
 JU1349
 JU1349'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1349'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1066 ***********************************************************************
 JU1066  DESIGNATION -  E 38
 JU1066  PID         -  JU1066
 JU1066  STATE/COUNTY-  DE/NEW CASTLE
 JU1066  COUNTRY     -  US
 JU1066  USGS QUAD   -  MIDDLETOWN (2016)
 JU1066
 JU1066                         *CURRENT SURVEY CONTROL
 JU1066  ______________________________________________________________________
 JU1066* NAD 83(1986) POSITION- 39 28 36.     (N) 075 43 05.     (W)   SCALED
 JU1066* NAVD 88 ORTHO HEIGHT -    19.516 (meters)       64.03  (feet) ADJUSTED
 JU1066  ______________________________________________________________________
 JU1066  GEOID HEIGHT    -        -33.478 (meters)                     GEOID18
 JU1066  DYNAMIC HEIGHT  -         19.506 (meters)       64.00  (feet) COMP
 JU1066  MODELED GRAVITY -    980,123.5   (mgal)                       NAVD 88
 JU1066
 JU1066  VERT ORDER      -  FIRST     CLASS I
 JU1066
 JU1066.The horizontal coordinates were scaled from a map and have
 JU1066.an estimated accuracy of +/- 6 seconds.
 JU1066
 JU1066.The orthometric height was determined by differential leveling and
 JU1066.adjusted by the NATIONAL GEODETIC SURVEY
 JU1066.in June 1991.
 JU1066
 JU1066.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1066.GEOID18 height accuracy estimate available here.
 JU1066
 JU1066.Click photographs - Photos may exist for this station.
 JU1066
 JU1066.The dynamic height is computed by dividing the NAVD 88
 JU1066.geopotential number by the normal gravity value computed on the
 JU1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1066.degrees latitude (g = 980.6199 gals.).
 JU1066
 JU1066.The modeled gravity was interpolated from observed gravity values.
 JU1066
 JU1066;                    North         East    Units  Estimated Accuracy
 JU1066;SPC DE       -   163,970.      174,070.      MT  (+/- 180 meters Scaled)
 JU1066
 JU1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ382699(NAD 83)
 JU1066
 JU1066                          SUPERSEDED SURVEY CONTROL
 JU1066
 JU1066  NGVD 29 (11/26/84)   19.756  (m)           64.82   (f) ADJUSTED    1 1
 JU1066
 JU1066.Superseded values are not recommended for survey control.
 JU1066
 JU1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1066.See file dsdata.pdf to determine how the superseded data were derived.
 JU1066
 JU1066_MARKER: DB = BENCH MARK DISK
 JU1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1066_STAMPING: E 38 1963
 JU1066_MARK LOGO: CGS
 JU1066_PROJECTION: PROJECTING 8 CENTIMETERS
 JU1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1066+STABILITY: SURFACE MOTION
 JU1066
 JU1066  HISTORY     - Date     Condition        Report By
 JU1066  HISTORY     - 1963     MONUMENTED       CGS
 JU1066  HISTORY     - 1981     GOOD             UDE
 JU1066  HISTORY     - 19930130 GOOD             USPSQD
 JU1066  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1066
 JU1066                          STATION DESCRIPTION
 JU1066
 JU1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1066'2 MI N FROM MIDDLETOWN.
 JU1066'2.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1066'CROSSING OF STATE HIGHWAY 299 AT MIDDLETOWN, ABOUT 0.2 MILE
 JU1066'SOUTH OF A BLACK TOP ROAD CROSSING AT THE SMALL COMMUNITY OF
 JU1066'ARMSTRONG, AT MILEPOST 23, 74.4 FEET NORTHEAST AND ACROSS TRACK
 JU1066'FROM THE MILEPOST, 32 FEET EAST OF EAST RAIL, 11 1/2 FEET SOUTH
 JU1066'OF A 6-FOOT HIGH STEEL WHISTLE POST, ABOUT LEVEL WITH TRACK,
 JU1066'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JU1066
 JU1066                          STATION RECOVERY (1981)
 JU1066
 JU1066'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1066'RECOVERED IN GOOD CONDITION.
 JU1066
 JU1066                          STATION RECOVERY (1993)
 JU1066
 JU1066'RECOVERY NOTE BY US POWER SQUADRON 1993 (JM)
 JU1066'RECOVERED IN GOOD CONDITION.
 JU1066
 JU1066                          STATION RECOVERY (2013)
 JU1066
 JU1066'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1066'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1384 ***********************************************************************
 JU1384  DESIGNATION -  E 39
 JU1384  PID         -  JU1384
 JU1384  STATE/COUNTY-  DE/NEW CASTLE
 JU1384  COUNTRY     -  US
 JU1384  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1384
 JU1384                         *CURRENT SURVEY CONTROL
 JU1384  ______________________________________________________________________
 JU1384* NAD 83(1986) POSITION- 39 43 15.     (N) 075 34 38.     (W)   SCALED
 JU1384* NAVD 88 ORTHO HEIGHT -     3.825 (meters)       12.55  (feet) ADJUSTED
 JU1384  ______________________________________________________________________
 JU1384  GEOID HEIGHT    -        -32.955 (meters)                     GEOID18
 JU1384  DYNAMIC HEIGHT  -          3.823 (meters)       12.54  (feet) COMP
 JU1384  MODELED GRAVITY -    980,173.2   (mgal)                       NAVD 88
 JU1384
 JU1384  VERT ORDER      -  FIRST     CLASS I
 JU1384
 JU1384.The horizontal coordinates were scaled from a map and have
 JU1384.an estimated accuracy of +/- 6 seconds.
 JU1384
 JU1384.The orthometric height was determined by differential leveling and
 JU1384.adjusted by the NATIONAL GEODETIC SURVEY
 JU1384.in June 1991.
 JU1384
 JU1384.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1384.GEOID18 height accuracy estimate available here.
 JU1384
 JU1384.Click photographs - Photos may exist for this station.
 JU1384
 JU1384.The dynamic height is computed by dividing the NAVD 88
 JU1384.geopotential number by the normal gravity value computed on the
 JU1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1384.degrees latitude (g = 980.6199 gals.).
 JU1384
 JU1384.The modeled gravity was interpolated from observed gravity values.
 JU1384
 JU1384;                    North         East    Units  Estimated Accuracy
 JU1384;SPC DE       -   191,050.      186,230.      MT  (+/- 180 meters Scaled)
 JU1384
 JU1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ505969(NAD 83)
 JU1384
 JU1384                          SUPERSEDED SURVEY CONTROL
 JU1384
 JU1384  NGVD 29 (01/10/92)    4.081  (m)           13.39   (f) ADJUSTED    1 1
 JU1384  NGVD 29 (??/??/87)    4.081  (m)           13.39   (f) SUPERSEDED  1 1
 JU1384
 JU1384.Superseded values are not recommended for survey control.
 JU1384
 JU1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1384.See file dsdata.pdf to determine how the superseded data were derived.
 JU1384
 JU1384_MARKER: DB = BENCH MARK DISK
 JU1384_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU1384+WITH SETTING: PAVEMENT
 JU1384_SP_SET: SIGN BASE
 JU1384_STAMPING: E 39 1963
 JU1384_MARK LOGO: CGS
 JU1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1384+STABILITY: SURFACE MOTION
 JU1384
 JU1384  HISTORY     - Date     Condition        Report By
 JU1384  HISTORY     - 1963     MONUMENTED       CGS
 JU1384  HISTORY     - 1964     GOOD             CGS
 JU1384  HISTORY     - 1979     GOOD             NGS
 JU1384
 JU1384                          STATION DESCRIPTION
 JU1384
 JU1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1384'1.8 MI N FROM FARNHURST.
 JU1384'1.8 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE OVERPASS
 JU1384'OF U.S. HIGHWAYS 13 AND 40 OVER THE TRACK AT FARNHURST, 0.1 MILE
 JU1384'NORTH OF BANK SWITCH TOWER, AT THE CROSSING OF THE SHELLPOP
 JU1384'BRANCH OF THE P.R.R. LEADING EAST AND WEST, SET VERTICALLY IN
 JU1384'THE NORTHWEST FACE OF CONCRETE SUPPORT FOR OVERHEAD HIGHWAY (NOW
 JU1384'UNDER CONSTRUCTION FOR INTERSTATE HIGHWAY 95) (THIS SUPPORT IS
 JU1384'V-SHAPED AND THE ONLY ONE THAT IS SO SHAPED), 15 FEET SOUTHEAST
 JU1384'OF CENTER OF THE CROSSING OF RAILROADS, 10 FEET EAST OF EAST
 JU1384'RAIL, 2 FEET ABOVE GROUND, AND 1 FOOT ABOVE LEVEL OF TRACK.
 JU1384
 JU1384                          STATION RECOVERY (1979)
 JU1384
 JU1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1384'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0745 ***********************************************************************
 HU0745  DESIGNATION -  E 4
 HU0745  PID         -  HU0745
 HU0745  STATE/COUNTY-  DE/SUSSEX
 HU0745  COUNTRY     -  US
 HU0745  USGS QUAD   -  GREENWOOD (2016)
 HU0745
 HU0745                         *CURRENT SURVEY CONTROL
 HU0745  ______________________________________________________________________
 HU0745* NAD 83(1986) POSITION- 38 48 37.4    (N) 075 35 30.3    (W)   HD_HELD2
 HU0745* NAVD 88 ORTHO HEIGHT -    14.769 (meters)       48.45  (feet) ADJUSTED
 HU0745  ______________________________________________________________________
 HU0745  GEOID HEIGHT    -        -35.359 (meters)                     GEOID18
 HU0745  DYNAMIC HEIGHT  -         14.760 (meters)       48.43  (feet) COMP
 HU0745  MODELED GRAVITY -    980,031.3   (mgal)                       NAVD 88
 HU0745
 HU0745  VERT ORDER      -  FIRST     CLASS I
 HU0745
 HU0745.The horizontal coordinates were established by autonomous hand held GPS
 HU0745.observations and have an estimated accuracy of +/- 10 meters.
 HU0745
 HU0745.The orthometric height was determined by differential leveling and
 HU0745.adjusted by the NATIONAL GEODETIC SURVEY
 HU0745.in June 1991.
 HU0745
 HU0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0745.GEOID18 height accuracy estimate available here.
 HU0745
 HU0745.Click photographs - Photos may exist for this station.
 HU0745
 HU0745.The dynamic height is computed by dividing the NAVD 88
 HU0745.geopotential number by the normal gravity value computed on the
 HU0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0745.degrees latitude (g = 980.6199 gals.).
 HU0745
 HU0745.The modeled gravity was interpolated from observed gravity values.
 HU0745
 HU0745;                    North         East    Units  Estimated Accuracy
 HU0745;SPC DE       -    89,971.      184,793.      MT  (+/- 10 meters HH2 GPS)
 HU0745
 HU0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4862295901(NAD 83)
 HU0745
 HU0745                          SUPERSEDED SURVEY CONTROL
 HU0745
 HU0745  NGVD 29 (11/26/84)   15.016  (m)           49.27   (f) ADJUSTED    1 1
 HU0745
 HU0745.Superseded values are not recommended for survey control.
 HU0745
 HU0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0745.See file dsdata.pdf to determine how the superseded data were derived.
 HU0745
 HU0745_MARKER: DB = BENCH MARK DISK
 HU0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0745_STAMPING: E 4 1935
 HU0745_MARK LOGO: CGS
 HU0745_PROJECTION: PROJECTING 8 CENTIMETERS
 HU0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0745+STABILITY: SURFACE MOTION
 HU0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0745+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2013
 HU0745
 HU0745  HISTORY     - Date     Condition        Report By
 HU0745  HISTORY     - 1935     MONUMENTED       CGS
 HU0745  HISTORY     - 1963     GOOD             CGS
 HU0745  HISTORY     - 20131122 GOOD             DEDT
 HU0745
 HU0745                          STATION DESCRIPTION
 HU0745
 HU0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0745'0.3 MI N FROM GREENWOOD.
 HU0745'0.3 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0745'AT GREENWOOD, ABOUT 0.25 MILE SOUTH OF MILEPOST 72, 188 FEET
 HU0745'SOUTHEAST AND ACROSS TRACK FROM A 6-FOOT HIGH METAL WHISTLE POST,
 HU0745'14.5 FEET EAST OF EAST RAIL, 1.5 FEET SOUTH OF A STEEL WITNESS
 HU0745'POST, 1 FOOT BELOW LEVEL OF TRACK, AND SET IN THE TOP OF A
 HU0745'CONCRETE POST PROJECTING 3 INCHES.
 HU0745
 HU0745                          STATION RECOVERY (2013)
 HU0745
 HU0745'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2013 (JRC)
 HU0745'TO REACH FROM THE RAIL CROSSING ON W. MARKET ST IN GREENWOOD PROCEED
 HU0745'0.1 WEST MI TO THE INTERSECTION WITH W. MARKET ST AND CHURCH ST,
 HU0745'THENCE PROCEED NORTH 0.2 MI ALONG CHURCH ST. TO THE INTERSECTION OF
 HU0745'CHURCH ST AND BROAD ST, THENCE PROCEED 165 FT EAST TO THE END OF THE
 HU0745'PAVEMENT THENCE CONTINUE 215 FEET EAST ACROSS RAILROAD TRACKS TO THE
 HU0745'MARK ON THE LEFT.
 HU0745'THE MARK IS 15 FT EAST OF THE EAST RAIL, 47.8 NE OF A UTILITY POLE
 HU0745'(DPL13771/231) AND 210.3 FT SOUTHEAST OF A UTILITY POLE (DPL13771/23)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1861 ***********************************************************************
 JU1861  DESIGNATION -  E 40
 JU1861  PID         -  JU1861
 JU1861  STATE/COUNTY-  DE/NEW CASTLE
 JU1861  COUNTRY     -  US
 JU1861  USGS QUAD   -  ELKTON (2016)
 JU1861
 JU1861                         *CURRENT SURVEY CONTROL
 JU1861  ______________________________________________________________________
 JU1861* NAD 83(1986) POSITION- 39 36 19.6    (N) 075 46 25.8    (W)   HD_HELD2
 JU1861* NAVD 88 ORTHO HEIGHT -    23.796 (meters)       78.07  (feet) ADJUSTED
 JU1861  ______________________________________________________________________
 JU1861  GEOID HEIGHT    -        -33.103 (meters)                     GEOID18
 JU1861  DYNAMIC HEIGHT  -         23.785 (meters)       78.03  (feet) COMP
 JU1861  MODELED GRAVITY -    980,154.1   (mgal)                       NAVD 88
 JU1861
 JU1861  VERT ORDER      -  FIRST     CLASS II
 JU1861
 JU1861.The horizontal coordinates were established by autonomous hand held GPS
 JU1861.observations and have an estimated accuracy of +/- 10 meters.
 JU1861
 JU1861.The orthometric height was determined by differential leveling and
 JU1861.adjusted by the NATIONAL GEODETIC SURVEY
 JU1861.in July 2019.
 JU1861
 JU1861.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1861.GEOID18 height accuracy estimate available here.
 JU1861
 JU1861.Click photographs - Photos may exist for this station.
 JU1861
 JU1861.The dynamic height is computed by dividing the NAVD 88
 JU1861.geopotential number by the normal gravity value computed on the
 JU1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1861.degrees latitude (g = 980.6199 gals.).
 JU1861
 JU1861.The modeled gravity was interpolated from observed gravity values.
 JU1861
 JU1861;                    North         East    Units  Estimated Accuracy
 JU1861;SPC DE       -   178,283.      169,325.      MT  (+/- 10 meters HH2 GPS)
 JU1861
 JU1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3356684252(NAD 83)
 JU1861
 JU1861                          SUPERSEDED SURVEY CONTROL
 JU1861
 JU1861  NAVD 88 (06/15/91)   23.823  (m)           78.16   (f) SUPERSEDED  1 1
 JU1861  NGVD 29 (11/26/84)   24.059  (m)           78.93   (f) ADJUSTED    1 1
 JU1861
 JU1861.Superseded values are not recommended for survey control.
 JU1861
 JU1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1861.See file dsdata.pdf to determine how the superseded data were derived.
 JU1861
 JU1861_MARKER: DB = BENCH MARK DISK
 JU1861_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JU1861+WITH SETTING: INTO GROUND
 JU1861_STAMPING: E 40 1971
 JU1861_MARK LOGO: CGS
 JU1861_PROJECTION: FLUSH
 JU1861_MAGNETIC: I = MARKER IS A STEEL ROD
 JU1861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1861_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1861+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2015
 JU1861
 JU1861  HISTORY     - Date     Condition        Report By
 JU1861  HISTORY     - 1971     MONUMENTED       NGS
 JU1861  HISTORY     - 1982     GOOD             USPSQD
 JU1861  HISTORY     - 19910216 GOOD             USPSQD
 JU1861  HISTORY     - 20030311 GOOD             USPSQD
 JU1861  HISTORY     - 20041012 GOOD             GEOCAC
 JU1861  HISTORY     - 20130711 GOOD             DELCOS
 JU1861  HISTORY     - 20150511 GOOD             JARICE
 JU1861
 JU1861                          STATION DESCRIPTION
 JU1861
 JU1861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JU1861'1.6 MI W FROM GLASGOW.
 JU1861'ABOUT 1.55 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION
 JU1861'OF STATE HIGHWAY 896 AT GLASGOW, ABOUT 0.25 MILE WEST OF THE
 JU1861'JUNCTION OF PLEASANT VALLEY ROAD WHICH LEADS NORTH, NEAR THE
 JU1861'JUNCTION OF A PAVED ROAD WHICH LEADS SOUTH, 227 FEET EAST-NORTHEAST
 JU1861'OF THE CENTER OF THE JUNCTION OF THE NORTH LANES OF THE HIGHWAY
 JU1861'AND THE PAVED ROAD, 38 FEET NORTH OF THE CENTER LINE OF THE NORTH
 JU1861'LANES OF THE HIGHWAY, 50 FEET EAST-NORTHEAST OF A 36-INCH
 JU1861'COTTONWOOD TREE, 3 FEET NORTH OF A FENCE, 3.5 FEET WEST OF A
 JU1861'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 JU1861'AND ON THE TOP OF A 4-FOOT SECTION OF COPPER COATED ROD THAT IS
 JU1861'ATTACHED TO A METAL BASE PLATE.  THE DISK IS LEVEL WITH THE
 JU1861'GROUND AND IS PROTECTED BY A 4-INCH METAL PIPE THAT PROJECTS 2
 JU1861'INCHES.  NOTE-- THIS MARK IS ABOUT 0.65 MILE EAST OF THE
 JU1861'DELAWARE-MARYLAND STATE LINE.
 JU1861
 JU1861                          STATION RECOVERY (1982)
 JU1861
 JU1861'RECOVERY NOTE BY US POWER SQUADRON 1982
 JU1861'RECOVERED IN GOOD CONDITION.
 JU1861
 JU1861                          STATION RECOVERY (1991)
 JU1861
 JU1861'RECOVERY NOTE BY US POWER SQUADRON 1991 (SK)
 JU1861'RECOVERED IN GOOD CONDITION.
 JU1861
 JU1861                          STATION RECOVERY (2003)
 JU1861
 JU1861'RECOVERY NOTE BY US POWER SQUADRON 2003 (RG)
 JU1861'RECOVERED IN GOOD CONDITION.
 JU1861
 JU1861                          STATION RECOVERY (2004)
 JU1861
 JU1861'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JU1861'RECOVERED IN GOOD CONDITION.
 JU1861
 JU1861                          STATION RECOVERY (2013)
 JU1861
 JU1861'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1861'RECOVERED IN GOOD CONDITION.
 JU1861
 JU1861                          STATION RECOVERY (2015)
 JU1861
 JU1861'RECOVERY NOTE BY J A RICE INC 2015 (MRA)
 JU1861'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2213 ***********************************************************************
 JU2213  DESIGNATION -  E 41
 JU2213  PID         -  JU2213
 JU2213  STATE/COUNTY-  DE/NEW CASTLE
 JU2213  COUNTRY     -  US
 JU2213  USGS QUAD   -  MARCUS HOOK (2019)
 JU2213
 JU2213                         *CURRENT SURVEY CONTROL
 JU2213  ______________________________________________________________________
 JU2213* NAD 83(1986) POSITION- 39 45 33.     (N) 075 29 24.     (W)   SCALED
 JU2213* NAVD 88 ORTHO HEIGHT -     8.088 (meters)       26.54  (feet) ADJUSTED
 JU2213  ______________________________________________________________________
 JU2213  GEOID HEIGHT    -        -32.959 (meters)                     GEOID18
 JU2213  DYNAMIC HEIGHT  -          8.084 (meters)       26.52  (feet) COMP
 JU2213  MODELED GRAVITY -    980,174.4   (mgal)                       NAVD 88
 JU2213
 JU2213  VERT ORDER      -  FIRST     CLASS II
 JU2213
 JU2213.The horizontal coordinates were scaled from a map and have
 JU2213.an estimated accuracy of +/- 6 seconds.
 JU2213
 JU2213.The orthometric height was determined by differential leveling and
 JU2213.adjusted by the NATIONAL GEODETIC SURVEY
 JU2213.in June 1991.
 JU2213
 JU2213.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2213.GEOID18 height accuracy estimate available here.
 JU2213
 JU2213.Click photographs - Photos may exist for this station.
 JU2213
 JU2213.The dynamic height is computed by dividing the NAVD 88
 JU2213.geopotential number by the normal gravity value computed on the
 JU2213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2213.degrees latitude (g = 980.6199 gals.).
 JU2213
 JU2213.The modeled gravity was interpolated from observed gravity values.
 JU2213
 JU2213;                    North         East    Units  Estimated Accuracy
 JU2213;SPC DE       -   195,290.      193,720.      MT  (+/- 180 meters Scaled)
 JU2213
 JU2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK580011(NAD 83)
 JU2213
 JU2213                          SUPERSEDED SURVEY CONTROL
 JU2213
 JU2213  NGVD 29 (01/10/92)    8.356  (m)           27.41   (f) ADJUSTED    1 2
 JU2213
 JU2213.Superseded values are not recommended for survey control.
 JU2213
 JU2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2213.See file dsdata.pdf to determine how the superseded data were derived.
 JU2213
 JU2213_MARKER: DV = VERTICAL CONTROL DISK
 JU2213_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2213_STAMPING: E 41 1979
 JU2213_MARK LOGO: NGS
 JU2213_PROJECTION: FLUSH
 JU2213_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2213+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2008
 JU2213_ROD/PIPE-DEPTH: 6.10 meters
 JU2213
 JU2213  HISTORY     - Date     Condition        Report By
 JU2213  HISTORY     - 1979     MONUMENTED       NGS
 JU2213  HISTORY     - 20081022 GOOD             DEDT
 JU2213
 JU2213                          STATION DESCRIPTION
 JU2213
 JU2213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2213'3.4 MI SW FROM CLAYMONT.
 JU2213'3.4 MILES SOUTHWEST ALONG US HIGHWAY 13 ALTERNATE (GOVERNOR PRINTZ
 JU2213'BOULEVARD) FROM THE JUNCTION OF US HIGHWAY 13 IN CLAYMONT, 0.15 MILE
 JU2213'NORTHEAST OF THE JUNCTION OF LORE AVENUE, AT A POWERLINE CROSSING
 JU2213'OVER THE HIGHWAY, 29 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JU2213'NORTHBOUND LANES OF THE HIGHWAY, 5 FEET NORTH-NORTHEAST OF THE
 JU2213'NORTHEAST CORNER OF A 1 BY 4-FOOT CONCRETE DRAIN, 5.5 FEET SOUTHEAST
 JU2213'OF A GUARD RAIL, 3 FEET SOUTHEAST OF POWER POLE 50242, 1 FOOT
 JU2213'NORTHWEST OF A 5-FOOT HIGH CHAIN LINK FENCE.
 JU2213'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 JU2213'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2213
 JU2213                          STATION RECOVERY (2008)
 JU2213
 JU2213'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (AOK)
 JU2213'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4131 ***********************************************************************
 JU4131  DESIGNATION -  E 42
 JU4131  PID         -  JU4131
 JU4131  STATE/COUNTY-  DE/NEW CASTLE
 JU4131  COUNTRY     -  US
 JU4131  USGS QUAD   -  NEWARK EAST (2016)
 JU4131
 JU4131                         *CURRENT SURVEY CONTROL
 JU4131  ______________________________________________________________________
 JU4131* NAD 83(1986) POSITION- 39 43 05.73   (N) 075 44 01.71   (W)   HD_HELD1
 JU4131* NAVD 88 ORTHO HEIGHT -    81.385 (meters)      267.01  (feet) ADJUSTED
 JU4131  ______________________________________________________________________
 JU4131  GEOID HEIGHT    -        -32.948 (meters)                     GEOID18
 JU4131  DYNAMIC HEIGHT  -         81.347 (meters)      266.89  (feet) COMP
 JU4131  MODELED GRAVITY -    980,154.4   (mgal)                       NAVD 88
 JU4131
 JU4131  VERT ORDER      -  SECOND    CLASS II
 JU4131
 JU4131.The horizontal coordinates were determined by differentially corrected
 JU4131.hand held GPS observations or other comparable positioning techniques
 JU4131.and have an estimated accuracy of +/- 3 meters.
 JU4131
 JU4131.The orthometric height was determined by differential leveling and
 JU4131.adjusted by the NATIONAL GEODETIC SURVEY
 JU4131.in March 1994.
 JU4131
 JU4131.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4131.GEOID18 height accuracy estimate available here.
 JU4131
 JU4131.Click photographs - Photos may exist for this station.
 JU4131
 JU4131.The dynamic height is computed by dividing the NAVD 88
 JU4131.geopotential number by the normal gravity value computed on the
 JU4131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4131.degrees latitude (g = 980.6199 gals.).
 JU4131
 JU4131.The modeled gravity was interpolated from observed gravity values.
 JU4131
 JU4131;                    North         East    Units  Estimated Accuracy
 JU4131;SPC DE       -   190,795.8     172,807.2     MT  (+/- 3 meters HH1 GPS) 
 JU4131
 JU4131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3710596744(NAD 83)
 JU4131
 JU4131                          SUPERSEDED SURVEY CONTROL
 JU4131
 JU4131.No superseded survey control is available for this station.
 JU4131
 JU4131_MARKER: F = FLANGE-ENCASED ROD
 JU4131_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU4131_STAMPING: E 42 1990
 JU4131_MARK LOGO: NGS
 JU4131_PROJECTION: FLUSH
 JU4131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4131+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2014
 JU4131_ROD/PIPE-DEPTH: 5.8 meters
 JU4131
 JU4131  HISTORY     - Date     Condition        Report By
 JU4131  HISTORY     - 1990     MONUMENTED       NGS
 JU4131  HISTORY     - 20011203 GOOD             NGS
 JU4131  HISTORY     - 20030308 GOOD             USPSQD
 JU4131  HISTORY     - 20130711 GOOD             DELCOS
 JU4131  HISTORY     - 20141120 GOOD             GEOCAC
 JU4131
 JU4131                          STATION DESCRIPTION
 JU4131
 JU4131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JU4131'4.1 KM (2.5 MI) NORTHERLY ALONG PAPER MILL ROAD FROM THE JUNCTION OF
 JU4131'CLEVLAND AVENUE IN NEWARK, 10.7 M (35.1 FT) SOUTHEAST OF THE ROAD
 JU4131'CENTERLINE, 10.2 M (33.5 FT) SOUTHWEST OF THE CENTER OF STAGE ROAD,
 JU4131'9.3 M (30.5 FT) EAST OF THE EAST CORNER OF A STORM DRAIN, 1.0 M
 JU4131'(3.3 FT) SOUTH OF A GUARDRAIL, 0.5 M (1.6 FT) NORTH-NORTHEAST OF A
 JU4131'WITNESS POST, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD.
 JU4131'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JU4131
 JU4131                          STATION RECOVERY (2001)
 JU4131
 JU4131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU4131'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU4131
 JU4131                          STATION RECOVERY (2003)
 JU4131
 JU4131'RECOVERY NOTE BY US POWER SQUADRON 2003 (DG)
 JU4131'RECOVERED IN GOOD CONDITION.
 JU4131
 JU4131                          STATION RECOVERY (2013)
 JU4131
 JU4131'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4131'RECOVERED IN GOOD CONDITION.
 JU4131
 JU4131                          STATION RECOVERY (2014)
 JU4131
 JU4131'RECOVERY NOTE BY GEOCACHING 2014 (NJS)
 JU4131'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DK6532 ***********************************************************************
 DK6532  DESIGNATION -  E 43
 DK6532  PID         -  DK6532
 DK6532  STATE/COUNTY-  DE/SUSSEX
 DK6532  COUNTRY     -  US
 DK6532  USGS QUAD   -  MILTON (2016)
 DK6532
 DK6532                         *CURRENT SURVEY CONTROL
 DK6532  ______________________________________________________________________
 DK6532* NAD 83(1986) POSITION- 38 51 04.     (N) 075 21 26.     (W)   SCALED
 DK6532* NAVD 88 ORTHO HEIGHT -     9.123 (meters)       29.93  (feet) ADJUSTED
 DK6532  ______________________________________________________________________
 DK6532  GEOID HEIGHT    -        -35.450 (meters)                     GEOID18
 DK6532  DYNAMIC HEIGHT  -          9.117 (meters)       29.91  (feet) COMP
 DK6532  MODELED GRAVITY -    980,038.7   (mgal)                       NAVD 88
 DK6532
 DK6532  VERT ORDER      -  SECOND    CLASS II
 DK6532
 DK6532.The horizontal coordinates were scaled from a map and have
 DK6532.an estimated accuracy of +/- 6 seconds.
 DK6532
 DK6532.The orthometric height was determined by differential leveling and
 DK6532.adjusted by the NATIONAL GEODETIC SURVEY
 DK6532.in September 2008.
 DK6532
 DK6532.No vertical observational check was made to the station.
 DK6532
 DK6532.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6532.GEOID18 height accuracy estimate available here.
 DK6532
 DK6532.Click photographs - Photos may exist for this station.
 DK6532
 DK6532.The dynamic height is computed by dividing the NAVD 88
 DK6532.geopotential number by the normal gravity value computed on the
 DK6532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6532.degrees latitude (g = 980.6199 gals.).
 DK6532
 DK6532.The modeled gravity was interpolated from observed gravity values.
 DK6532
 DK6532;                    North         East    Units  Estimated Accuracy
 DK6532;SPC DE       -    94,480.      205,160.      MT  (+/- 180 meters Scaled)
 DK6532
 DK6532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ690003(NAD 83)
 DK6532
 DK6532                          SUPERSEDED SURVEY CONTROL
 DK6532
 DK6532.No superseded survey control is available for this station.
 DK6532
 DK6532_MARKER: DV = VERTICAL CONTROL DISK
 DK6532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6532_STAMPING: E 43 2004
 DK6532_MARK LOGO: NGS
 DK6532_PROJECTION: RECESSED 1 CENTIMETERS
 DK6532_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6532+STABILITY: SURFACE MOTION
 DK6532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6532+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2008
 DK6532
 DK6532  HISTORY     - Date     Condition        Report By
 DK6532  HISTORY     - 20041031 MONUMENTED       DEDT
 DK6532  HISTORY     - 20080714 GOOD             DEDT
 DK6532  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 DK6532
 DK6532                          STATION DESCRIPTION
 DK6532
 DK6532'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008
 DK6532'THE STATION IS LOCATED IN SUSSEX COUNTY, DELAWARE, NEAR ANDERSONS
 DK6532'CROSSROADS, 4.68 MI  (7.53 KM) NORTHEAST  OF ELLENDALE, 5.66 MI (9.11
 DK6532'KM) NORTH-NORTHWEST OF MILTON, AND 6.20 MI  (9.98 KM) SOUTHEAST OF
 DK6532'MILFORD. THE STATION IS LOCATED ON DELAWARE DEPARTMENT OF
 DK6532'TRANSPORTATION RIGHT OF WAY.
 DK6532'
 DK6532'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 1 (COASTAL
 DK6532'HIGHWAY) AND  SUSSEX 215 (SLAUGHTER NECK ROAD) PROCEED 1.6 MI (2.57
 DK6532'KM) WEST TO INTERSECTION OF SUSSEX  215 (SLAUGHTER NECK ROAD) AND
 DK6532'SUSSEX 214 (CUBBAGE POND ROAD) AND THE STATION ON THE  RIGHT. THE
 DK6532'STATION IS LOCATED ON THE WESTERLY CORNER OF THE INTERSECTION. TO
 DK6532'REACH  FROM THE INTERSECTION OF STATE ROUTE 30 (CEDAR CREEK ROAD) AND
 DK6532'SUSSEX 214 (CUBBAGE  POND ROAD) PROCEED 0.7 MI (1.13 KM) SOUTHEAST
 DK6532'ALONG SUSSEX 214 (CUBBAGE POND ROAD)  TO  THE INTERSECTION OF SUSSEX
 DK6532'214 (CUBBAGE POND ROAD) AND SUSSEX 215 (SLAUGHTER NECK  ROAD) AND THE
 DK6532'STATION ON THE RIGHT. THE STATION IS LOCATED ON THE WESTERLY CORNER OF
 DK6532'THE INTERSECTION. TO REACH THE STATION FROM THE INTERSECTION OF STATE
 DK6532'ROUTE 30 (CEDAR  CREEK ROAD) AND SUSSEX 214 CUBBAGE POND ROAD) AT
 DK6532'ANDERSONS CROSSROADS PROCEED 0.7 MI  (1.13 KM) SOUTH-SOUTHEAST ALONG
 DK6532'SUSSEX 214 (CUBBAGE POND ROAD) TO THE INTERSECTION OF  SUSSEX 214
 DK6532'(CUBBAGE POND ROAD) AND SUSSEX 215 (SLAUGHTER NECK ROAD) AND THE
 DK6532'STATION ON  RIGHT. THE STATION IS LOCATED ON THE WESTERLY CORNER OF
 DK6532'THE INTERSECTION. THE STATION  IS A BRASS DISK SET IN THE TOP OF A 1
 DK6532'FOOT (30 CM) DIAMETER CONCRETE POST.
 DK6532'
 DK6532'THE STATION IS LOCATED 51.0 FEET (15.54 M) NORTH-NORTHWEST OF THE
 DK6532'PHYSICAL CENTERLINE OF  SUSSEX 215 (SLAUGHTER NECK ROAD), 29.1 FEET
 DK6532'(8.87 M) SOUTHWEST OF THE PHYSICAL CENTERLINE  OF SUSSEX 214 (CUBBAGE
 DK6532'POND ROAD), AND 57.3 FEET (17.47 M) SOUTHWEST OF A UTILITY POLE (DEC
 DK6532'47082).
 DK6532
 DK6532                          STATION RECOVERY (2012)
 DK6532
 DK6532'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DK6532'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL4508 ***********************************************************************
 DL4508  DESIGNATION -  E 44
 DL4508  PID         -  DL4508
 DL4508  STATE/COUNTY-  DE/SUSSEX
 DL4508  COUNTRY     -  US
 DL4508  USGS QUAD   -  SELBYVILLE (2016)
 DL4508
 DL4508                         *CURRENT SURVEY CONTROL
 DL4508  ______________________________________________________________________
 DL4508* NAD 83(1986) POSITION- 38 27 48.8    (N) 075 09 18.7    (W)   HD_HELD2
 DL4508* NAVD 88 ORTHO HEIGHT -     6.245 (meters)       20.49  (feet) ADJUSTED
 DL4508  ______________________________________________________________________
 DL4508  GEOID HEIGHT    -        -35.867 (meters)                     GEOID18
 DL4508  DYNAMIC HEIGHT  -          6.241 (meters)       20.48  (feet) COMP
 DL4508  MODELED GRAVITY -    980,020.9   (mgal)                       NAVD 88
 DL4508
 DL4508  VERT ORDER      -  SECOND    CLASS II
 DL4508
 DL4508.The horizontal coordinates were established by autonomous hand held GPS
 DL4508.observations and have an estimated accuracy of +/- 10 meters.
 DL4508
 DL4508.The orthometric height was determined by differential leveling and
 DL4508.adjusted by the NATIONAL GEODETIC SURVEY
 DL4508.in October 2009.
 DL4508
 DL4508.No vertical observational check was made to the station.
 DL4508
 DL4508.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4508.GEOID18 height accuracy estimate available here.
 DL4508
 DL4508.Click photographs - Photos may exist for this station.
 DL4508
 DL4508.The dynamic height is computed by dividing the NAVD 88
 DL4508.geopotential number by the normal gravity value computed on the
 DL4508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4508.degrees latitude (g = 980.6199 gals.).
 DL4508
 DL4508.The modeled gravity was interpolated from observed gravity values.
 DL4508
 DL4508;                    North         East    Units  Estimated Accuracy
 DL4508;SPC DE       -    51,487.      222,820.      MT  (+/- 10 meters HH2 GPS)
 DL4508
 DL4508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8646057260(NAD 83)
 DL4508
 DL4508                          SUPERSEDED SURVEY CONTROL
 DL4508
 DL4508.No superseded survey control is available for this station.
 DL4508
 DL4508_MARKER: DV = VERTICAL CONTROL DISK
 DL4508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4508_STAMPING: E 44 2004
 DL4508_MARK LOGO: NGS
 DL4508_PROJECTION: RECESSED 3 CENTIMETERS
 DL4508_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4508+STABILITY: SURFACE MOTION
 DL4508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4508+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2012
 DL4508
 DL4508  HISTORY     - Date     Condition        Report By
 DL4508  HISTORY     - 20041020 MONUMENTED       DEDT
 DL4508  HISTORY     - 20090430 GOOD             DEDT
 DL4508  HISTORY     - 20120213 GOOD             DELCOS
 DL4508
 DL4508                          STATION DESCRIPTION
 DL4508
 DL4508'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009 (BRC)
 DL4508'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF BETHANY BEACH,
 DL4508'5.7 MI (9.2 KM) SOUTHEAST OF FRANKFORD AND 3.6 MI (5.8 KM) EAST OF
 DL4508'SELBYVILLE.
 DL4508'
 DL4508'TO REACH THE MARK FROM THE INTERSECTION OF US HIGHWAY 113 (DUPONT
 DL4508'BOULEVARD) AND STATE ROUTE 54 EAST (CEMETERY ROAD) PROCEED 0.5 MI (0.8
 DL4508'KM) NORTHEAST ON STATE ROUTE 54 EAST (CEMETERY ROAD) TO THE THE
 DL4508'INTERSECTION OF STATE ROUTE 54 (CEMETERY ROAD) AND MAIN
 DL4508'STREET(SELBYVILLE), THENCE 0.7 MI (1.1 KM) ON MAIN STREET (SELBYVILLE)
 DL4508'TO THE INTERSECTION OF MAIN STREET (SELBYVILLE) AND STATE ROUTE 54
 DL4508'(LIGHTHOUSE ROAD) THENCE 3.7 MI (6.0 KM) EAST ON STATE ROUTE 54
 DL4508'(LIGHTHOUSE ROAD) TO THE MARK ON THE LEFT.  THE MARK IS LOCATED ON THE
 DL4508'WESTERLY CORNER OF THE INTERSECTION OF STATE ROUTE 54 (LIGHTHOUSE
 DL4508'ROAD) AND SUSSEX 390 (JOHNSON ROAD).  TO REACH THE MARK FROM THE
 DL4508'INTERSECTION OF STATE ROUTE 54 (LIGHTHOUSE ROAD) AND STATE ROUTE 20
 DL4508'(ZION CHURCH ROAD) PROCEED 2.4 MI (3.9 KM) WEST ALONG STATE ROUTE 54
 DL4508'(LIGHTHOUSE ROAD) TO THE MARK ON THE RIGHT.  THE MARK IS LOCATED ON
 DL4508'THE MOST WESTERLY CORNER OF THE INTERSECTION OF STATE ROUTE 54
 DL4508'(LIGHTHOUSE ROAD) AND SUSSEX 390 (JOHNSON ROAD).  THE MARK IS A BRASS
 DL4508'DISK SET IN THE TOP OF A 1 FT (0.3 M) DIAMETER CONCRETE POST.
 DL4508'
 DL4508'THE MARK IS LOCATED 68.0 FT (20.7 M) NORTH OF THE PHYSICAL CENTERLINE
 DL4508'OF STATE ROUTE 54 (LIGHTHOUSE ROAD), 37.0 FT (11.3 M) NORTHWEST OF THE
 DL4508'PHYSICAL CENTERLINE OF SUSSEX 390 (JOHNSON ROAD), AND 22.3 FT (6.8 M)
 DL4508'SOUTHWEST OF A TELEPHONE TEST POINT (EC108-1).
 DL4508
 DL4508                          STATION RECOVERY (2012)
 DL4508
 DL4508'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL4508'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DM8473 ***********************************************************************
 DM8473  DESIGNATION -  E 47
 DM8473  PID         -  DM8473
 DM8473  STATE/COUNTY-  DE/SUSSEX
 DM8473  COUNTRY     -  US
 DM8473  USGS QUAD   -  MILTON (2016)
 DM8473
 DM8473                         *CURRENT SURVEY CONTROL
 DM8473  ______________________________________________________________________
 DM8473* NAD 83(1986) POSITION- 38 47 14.83   (N) 075 19 23.55   (W)   HD_HELD1
 DM8473* NAVD 88 ORTHO HEIGHT -    10.355 (meters)       33.97  (feet) ADJUSTED
 DM8473  ______________________________________________________________________
 DM8473  GEOID HEIGHT    -        -35.558 (meters)                     GEOID18
 DM8473  DYNAMIC HEIGHT  -         10.348 (meters)       33.95  (feet) COMP
 DM8473  MODELED GRAVITY -    980,033.6   (mgal)                       NAVD 88
 DM8473
 DM8473  VERT ORDER      -  SECOND    CLASS I
 DM8473
 DM8473.The horizontal coordinates were determined by differentially corrected
 DM8473.hand held GPS observations or other comparable positioning techniques
 DM8473.and have an estimated accuracy of +/- 3 meters.
 DM8473
 DM8473.The orthometric height was determined by differential leveling and
 DM8473.adjusted by the NATIONAL GEODETIC SURVEY
 DM8473.in July 2011.
 DM8473
 DM8473.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8473.GEOID18 height accuracy estimate available here.
 DM8473
 DM8473.Click photographs - Photos may exist for this station.
 DM8473
 DM8473.The dynamic height is computed by dividing the NAVD 88
 DM8473.geopotential number by the normal gravity value computed on the
 DM8473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8473.degrees latitude (g = 980.6199 gals.).
 DM8473
 DM8473.The modeled gravity was interpolated from observed gravity values.
 DM8473
 DM8473;                    North         East    Units  Estimated Accuracy
 DM8473;SPC DE       -    87,414.1     208,120.1     MT  (+/- 3 meters HH1 GPS) 
 DM8473
 DM8473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7192993240(NAD 83)
 DM8473
 DM8473                          SUPERSEDED SURVEY CONTROL
 DM8473
 DM8473.No superseded survey control is available for this station.
 DM8473
 DM8473_MARKER: DD = SURVEY DISK
 DM8473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8473_STAMPING: E 47 2010
 DM8473_MARK LOGO: DEDT
 DM8473_PROJECTION: FLUSH
 DM8473_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8473+STABILITY: SURFACE MOTION
 DM8473
 DM8473  HISTORY     - Date     Condition        Report By
 DM8473  HISTORY     - 20100506 MONUMENTED       DEDT
 DM8473
 DM8473                          STATION DESCRIPTION
 DM8473
 DM8473'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010
 DM8473'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST-SOUTHEAST OF
 DM8473'ELLENDALE, 4.5 MI (7.2 KM) NORTH-NORTHWEST OF HARBESON AND 0.7 MI (1.1
 DM8473'KM) NORTH-NORTHEAST OF MILTON.
 DM8473'
 DM8473'TO REACH FROM THE INTERSECTION OF STATE ROUTE 16 (MILTON-ELLENDALE
 DM8473'HWY) AND STATE ROUTE 5 (UNION STREET) PROCEED WEST 0.4 MI (0.6 KM)
 DM8473'ALONG STATE ROUTE 16 (MILTON-ELLENDALE HWY)TO THE MARK ON THE LEFT.
 DM8473'THE MARK IS LOCATED IN FRONT OF WYOMING MILLWORK.
 DM8473'
 DM8473'THE MARK IS 28.05 FT (8.5 M) SOUTH OF THE CENTERLINE OF STATE ROUTE 16
 DM8473'(MILTON-ELLENDALE HWY), 33.2 FT (10.1 M) WEST OF A UTILITY POLE (DEC
 DM8473'54824/08467), 0.7 FT (0.2 M) NORTH OF THE NORTHERN-MOST EDGE A A
 DM8473'CONCRETE SIDEWALK, AND 108.5 FT (33.1 M) EAST OF A UTILITY POLE (DEC
 DM8473'54811/08466).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0352 ***********************************************************************
 HU0352  DESIGNATION -  E 9
 HU0352  PID         -  HU0352
 HU0352  STATE/COUNTY-  DE/SUSSEX
 HU0352  COUNTRY     -  US
 HU0352  USGS QUAD   -  WHALEYVILLE (2016)
 HU0352
 HU0352                         *CURRENT SURVEY CONTROL
 HU0352  ______________________________________________________________________
 HU0352* NAD 83(1986) POSITION- 38 28 45.     (N) 075 18 08.     (W)   SCALED
 HU0352* NAVD 88 ORTHO HEIGHT -    11.986 (meters)       39.32  (feet) ADJUSTED
 HU0352  ______________________________________________________________________
 HU0352  GEOID HEIGHT    -        -35.824 (meters)                     GEOID18
 HU0352  DYNAMIC HEIGHT  -         11.979 (meters)       39.30  (feet) COMP
 HU0352  MODELED GRAVITY -    980,017.2   (mgal)                       NAVD 88
 HU0352
 HU0352  VERT ORDER      -  SECOND    CLASS 0
 HU0352
 HU0352.The horizontal coordinates were scaled from a map and have
 HU0352.an estimated accuracy of +/- 6 seconds.
 HU0352
 HU0352.The orthometric height was determined by differential leveling and
 HU0352.adjusted by the NATIONAL GEODETIC SURVEY
 HU0352.in June 1991.
 HU0352
 HU0352.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0352.GEOID18 height accuracy estimate available here.
 HU0352
 HU0352.Click photographs - Photos may exist for this station.
 HU0352
 HU0352.The dynamic height is computed by dividing the NAVD 88
 HU0352.geopotential number by the normal gravity value computed on the
 HU0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0352.degrees latitude (g = 980.6199 gals.).
 HU0352
 HU0352.The modeled gravity was interpolated from observed gravity values.
 HU0352
 HU0352;                    North         East    Units  Estimated Accuracy
 HU0352;SPC DE       -    53,190.      209,990.      MT  (+/- 180 meters Scaled)
 HU0352
 HU0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH736590(NAD 83)
 HU0352
 HU0352                          SUPERSEDED SURVEY CONTROL
 HU0352
 HU0352  NGVD 29 (11/26/84)   12.227  (m)           40.11   (f) ADJUSTED    2 0
 HU0352
 HU0352.Superseded values are not recommended for survey control.
 HU0352
 HU0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0352.See file dsdata.pdf to determine how the superseded data were derived.
 HU0352
 HU0352_MARKER: DB = BENCH MARK DISK
 HU0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0352_STAMPING: E 9 1942
 HU0352_MARK LOGO: CGS
 HU0352_PROJECTION: PROJECTING 13 CENTIMETERS
 HU0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0352+STABILITY: SURFACE MOTION
 HU0352
 HU0352  HISTORY     - Date     Condition        Report By
 HU0352  HISTORY     - 1942     MONUMENTED       CGS
 HU0352  HISTORY     - 1953     MARK NOT FOUND   USGS
 HU0352  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0352
 HU0352                          STATION DESCRIPTION
 HU0352
 HU0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0352'5.3 MI W FROM SELBYVILLE.
 HU0352'5.3 MILES WEST ALONG STATE HIGHWAY 60 FROM THE RAILROAD CROSSING
 HU0352'AT SELBYVILLE, SUSSEX COUNTY, AT THE END OF A NORTHWEST-TO-WEST
 HU0352'CURVE, AT A DIRT ROAD LEADING TO A DUMP GROUND, 27.5 FEET NORTH
 HU0352'OF THE CENTER LINE OF THE HIGHWAY, 17.5 FEET EAST OF THE CENTER
 HU0352'LINE OF THE ROAD, AND ABOUT 1 FOOT LOWER THAN THE PAVEMENT.  A
 HU0352'STANDARD DISK, STAMPED E 9 1942 AND SET IN THE TOP OF A CONCRETE
 HU0352'POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 HU0352
 HU0352                          STATION RECOVERY (1953)
 HU0352
 HU0352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 HU0352'MARK NOT FOUND.
 HU0352
 HU0352                          STATION RECOVERY (1981)
 HU0352
 HU0352'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0352'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3798 ***********************************************************************
 JU3798  DESIGNATION -  EAST BRIDGE NORTH COUNTERPOISE
 JU3798  PID         -  JU3798
 JU3798  STATE/COUNTY-  DE/NEW CASTLE
 JU3798  COUNTRY     -  US
 JU3798  USGS QUAD   -  SAINT GEORGES (2016)
 JU3798
 JU3798                         *CURRENT SURVEY CONTROL
 JU3798  ______________________________________________________________________
 JU3798* NAD 83(1991) POSITION- 39 32 50.51267(N) 075 42 07.75745(W)   ADJUSTED
 JU3798  ______________________________________________________________________
 JU3798  GEOID HEIGHT    -        -33.282 (meters)                     GEOID18
 JU3798  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 JU3798  HORZ ORDER      -  THIRD
 JU3798
 JU3798.The horizontal coordinates were established by classical geodetic methods
 JU3798.and adjusted by the National Geodetic Survey in January 1992.
 JU3798
 JU3798.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3798.GEOID18 height accuracy estimate available here.
 JU3798
 JU3798.Click photographs - Photos may exist for this station.
 JU3798
 JU3798.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3798
 JU3798. The following values were computed from the NAD 83(1991) position.
 JU3798
 JU3798;                    North         East     Units Scale Factor Converg.
 JU3798;SPC DE       -   171,812.843   175,460.964   MT  1.00000241   -0 10 54.4
 JU3798;SPC DE       -   563,689.30    575,658.18   sFT  1.00000241   -0 10 54.4
 JU3798;SPC MD       -   209,566.661   511,554.597   MT  1.00001848   +0 48 52.5
 JU3798;SPC MD       -   687,553.29  1,678,325.37   sFT  1.00001848   +0 48 52.5
 JU3798;UTM  18      - 4,377,756.466   439,670.126   MT  0.99964481   -0 26 49.5
 JU3798
 JU3798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3967077756(NAD 83)
 JU3798
 JU3798                          SUPERSEDED SURVEY CONTROL
 JU3798
 JU3798  NAD 83(1986)-  39 32 50.50556(N)    075 42 07.76357(W) AD(       ) 3
 JU3798  NAD 27      -  39 32 50.10800(N)    075 42 09.00200(W) AD(       ) 3
 JU3798
 JU3798.Superseded values are not recommended for survey control.
 JU3798
 JU3798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3798.See file dsdata.pdf to determine how the superseded data were derived.
 JU3798
 JU3798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3798+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 JU3798
 JU3798  HISTORY     - Date     Condition        Report By
 JU3798  HISTORY     - 1934     FIRST OBSERVED   CGS
 JU3798  HISTORY     - 1943     GOOD             CGS
 JU3798  HISTORY     - 1946     GOOD             CGS
 JU3798  HISTORY     - 20050817 GOOD             GEOCAC
 JU3798
 JU3798                          STATION DESCRIPTION
 JU3798
 JU3798'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (RLS)
 JU3798'STATION IS LOCATED ABOUT 5.5 MILES E OF CHESAPEAKE CITY, ALONG
 JU3798'THE DELAWARE-CHESAPEAKE CANAL, AT THE PENNSYLVANIA RAILROAD
 JU3798'LIFT BRIDGE.  THE STATION IS THE CENTER OF THE BRIDGES N
 JU3798'ELEVATED COUNTERPOISE STRUCTURE.
 JU3798
 JU3798                          STATION RECOVERY (1946)
 JU3798
 JU3798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3798'STATION RECOVERED IN GOOD CONDITION.
 JU3798
 JU3798                          STATION RECOVERY (2005)
 JU3798
 JU3798'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU3798'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3801 ***********************************************************************
 JU3801  DESIGNATION -  EAST BRIDGE SOUTH COUNTERPOISE
 JU3801  PID         -  JU3801
 JU3801  STATE/COUNTY-  DE/NEW CASTLE
 JU3801  COUNTRY     -  US
 JU3801  USGS QUAD   -  SAINT GEORGES (2016)
 JU3801
 JU3801                         *CURRENT SURVEY CONTROL
 JU3801  ______________________________________________________________________
 JU3801* NAD 83(1991) POSITION- 39 32 48.42033(N) 075 42 08.09573(W)   ADJUSTED
 JU3801  ______________________________________________________________________
 JU3801  GEOID HEIGHT    -        -33.283 (meters)                     GEOID18
 JU3801  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 JU3801  HORZ ORDER      -  THIRD
 JU3801
 JU3801.The horizontal coordinates were established by classical geodetic methods
 JU3801.and adjusted by the National Geodetic Survey in January 1992.
 JU3801
 JU3801.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3801.GEOID18 height accuracy estimate available here.
 JU3801
 JU3801.Click photographs - Photos may exist for this station.
 JU3801
 JU3801.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3801
 JU3801. The following values were computed from the NAD 83(1991) position.
 JU3801
 JU3801;                    North         East     Units Scale Factor Converg.
 JU3801;SPC DE       -   171,748.340   175,452.682   MT  1.00000242   -0 10 54.6
 JU3801;SPC DE       -   563,477.68    575,631.01   sFT  1.00000242   -0 10 54.6
 JU3801;SPC MD       -   209,502.023   511,547.438   MT  1.00001836   +0 48 52.2
 JU3801;SPC MD       -   687,341.22  1,678,301.89   sFT  1.00001836   +0 48 52.2
 JU3801;UTM  18      - 4,377,692.025   439,661.548   MT  0.99964482   -0 26 49.7
 JU3801
 JU3801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3966177692(NAD 83)
 JU3801
 JU3801                          SUPERSEDED SURVEY CONTROL
 JU3801
 JU3801  NAD 83(1986)-  39 32 48.41369(N)    075 42 08.10302(W) AD(       ) 3
 JU3801  NAD 27      -  39 32 48.00600(N)    075 42 09.31500(W) AD(       ) 3
 JU3801
 JU3801.Superseded values are not recommended for survey control.
 JU3801
 JU3801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3801.See file dsdata.pdf to determine how the superseded data were derived.
 JU3801
 JU3801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3801+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 JU3801
 JU3801  HISTORY     - Date     Condition        Report By
 JU3801  HISTORY     - 1934     FIRST OBSERVED   CGS
 JU3801  HISTORY     - 20050817 GOOD             GEOCAC
 JU3801
 JU3801                          STATION DESCRIPTION
 JU3801
 JU3801'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JU3801'STATION IS LOCATED ABOUT 5.5 MILES E OF CHESAPEAKE CITY, ALONG
 JU3801'THE DELAWARE-CHESAPEAKE CANAL, AT THE PENNSYLVANIA RAILROAD
 JU3801'LIFT BRIDGE.  THE STATION IS THE CENTER OF THE BRIDGES S
 JU3801'ELEVATED COUNTERPOISE STRUCTURE.
 JU3801
 JU3801                          STATION RECOVERY (2005)
 JU3801
 JU3801'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU3801'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3626 ***********************************************************************
 JU3626  DESIGNATION -  EBRIGHT
 JU3626  PID         -  JU3626
 JU3626  STATE/COUNTY-  DE/NEW CASTLE
 JU3626  COUNTRY     -  US
 JU3626  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3626
 JU3626                         *CURRENT SURVEY CONTROL
 JU3626  ______________________________________________________________________
 JU3626* NAD 83(1991) POSITION- 39 50 13.86151(N) 075 31 19.55007(W)   ADJUSTED
 JU3626  ______________________________________________________________________
 JU3626  GEOID HEIGHT    -        -32.885 (meters)                     GEOID18
 JU3626  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC18
 JU3626  HORZ ORDER      -  SECOND
 JU3626
 JU3626.The horizontal coordinates were established by classical geodetic methods
 JU3626.and adjusted by the National Geodetic Survey in January 1992.
 JU3626
 JU3626.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3626.GEOID18 height accuracy estimate available here.
 JU3626
 JU3626.Click photographs - Photos may exist for this station.
 JU3626
 JU3626.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3626
 JU3626. The following values were computed from the NAD 83(1991) position.
 JU3626
 JU3626;                    North         East     Units Scale Factor Converg.
 JU3626;SPC DE       -   203,957.323   190,975.574   MT  0.99999600   -0 04 03.1
 JU3626;SPC DE       -   669,149.98    626,559.03   sFT  0.99999600   -0 04 03.1
 JU3626;SPC NJ       -   111,938.108    62,520.138   MT  0.99999418   -0 39 17.3
 JU3626;SPC NJ       -   367,250.28    205,118.15   sFT  0.99999418   -0 39 17.3
 JU3626;SPC PA S     -    58,350.467   790,683.195   MT  1.00001643   +1 26 43.6
 JU3626;SPC PA S     -   191,438.16  2,594,099.78   sFT  1.00001643   +1 26 43.6
 JU3626;UTM  18      - 4,409,816.849   455,328.158   MT  0.99962457   -0 20 04.1
 JU3626
 JU3626:                Primary Azimuth Mark                     Grid Az
 JU3626:SPC DE       -  MOUSLEY                                  276 57 23.4
 JU3626:SPC NJ       -  MOUSLEY                                  277 32 37.6
 JU3626:SPC PA S     -  MOUSLEY                                  275 26 36.7
 JU3626:UTM  18      -  MOUSLEY                                  277 13 24.4
 JU3626
 JU3626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5532809816(NAD 83)
 JU3626
 JU3626|---------------------------------------------------------------------|
 JU3626| PID    Reference Object                     Distance      Geod. Az  |
 JU3626|                                                           dddmmss.s |
 JU3626| JU3342 VILLAGE GREEN SIS ST FRAN SP        APPROX. 8.4 KM 0582855.2 |
 JU3626| JU4290 EBRIGHT RM 1                         37.807 METERS 07719     |
 JU3626| JU3627 BOUNDARY MONUMENT 17 DE PA           43.196 METERS 09220     |
 JU3626| JU4289 EBRIGHT AZ MK                                      1222157.8 |
 JU3626| JU3266 AIRWAY BEACON 66 B                  APPROX.14.0 KM 1351726.9 |
 JU3626| JU3643 WILMINGTON TV STA WDEL E MAST       APPROX. 2.4 KM 1942825.7 |
 JU3626| JU3654 WILMINGTON TV STA WDEL W MAST       APPROX. 2.4 KM 1954423.3 |
 JU3626| JU3646 TALLEYVILLE MUNICIPAL TANK          APPROX. 3.9 KM 2202948.9 |
 JU3626| JU3628 BRANDYWINE RACEWAYS WATER TANK      APPROX. 1.3 KM 2510355.9 |
 JU3626| JU3651 MOUSLEY                             APPROX. 1.5 KM 2765320.3 |
 JU3626| JU4291 EBRIGHT RM 3                         28.471 METERS 33440     |
 JU3626| CB1461 EBRIGHT RM 2                         28.450 METERS 33442     |
 JU3626|---------------------------------------------------------------------|
 JU3626
 JU3626                          SUPERSEDED SURVEY CONTROL
 JU3626
 JU3626  NAD 83(1986)-  39 50 13.85756(N)    075 31 19.55401(W) AD(       ) 2
 JU3626  NAD 27      -  39 50 13.45300(N)    075 31 20.84400(W) AD(       ) 2
 JU3626
 JU3626.Superseded values are not recommended for survey control.
 JU3626
 JU3626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3626.See file dsdata.pdf to determine how the superseded data were derived.
 JU3626
 JU3626_MARKER: DS = TRIANGULATION STATION DISK
 JU3626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3626_STAMPING: EBRIGHT 1933
 JU3626_MARK LOGO: CGS
 JU3626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3626+STABILITY: SURFACE MOTION
 JU3626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3626+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU3626
 JU3626  HISTORY     - Date     Condition        Report By
 JU3626  HISTORY     - 1933     MONUMENTED       CGS
 JU3626  HISTORY     - 1933     GOOD             CGS
 JU3626  HISTORY     - 1946     GOOD             CGS
 JU3626  HISTORY     - 1957     GOOD             CGS
 JU3626  HISTORY     - 1960     GOOD             CGS
 JU3626  HISTORY     - 1965     GOOD             CGS
 JU3626  HISTORY     - 1979     GOOD             NGS
 JU3626  HISTORY     - 19821109 GOOD             NGS
 JU3626  HISTORY     - 19920530 MARK NOT FOUND   USPSQD
 JU3626  HISTORY     - 20011203 GOOD             NGS
 JU3626  HISTORY     - 20060305 GOOD             USPSQD
 JU3626  HISTORY     - 20100925 MARK NOT FOUND   GEOCAC
 JU3626  HISTORY     - 20130711 GOOD             DELCOS
 JU3626  HISTORY     - 20151225 MARK NOT FOUND   GEOCAC
 JU3626
 JU3626                          STATION DESCRIPTION
 JU3626
 JU3626'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3626'THIS STATION IS LOCATED NEAR A BOUNDARY MONUMENT BETWEEN THE
 JU3626'STATES OF DELAWARE AND PENNSYLVANIA, ALONG THE CIRCULAR
 JU3626'BOUNDARY, ON PROPERTY OWNED BY JAMES AND GRANT EBRIGHT AND ABOUT
 JU3626'6-3/4 MILES NNE OF THE CENTER OF WILMINGTON.
 JU3626'
 JU3626'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 JU3626'STANDARD BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES
 JU3626'1B, 7A, AND 11B.
 JU3626'
 JU3626'REFERENCE MARK NO. 1 IS E OF STATION.  55 FEET NW OF NW
 JU3626'CORNER OF HOUSE.  38.9 FEET N OF W OF BOUNDARY MONUMENT.  71.5
 JU3626'FEET N OF SW CORNER OF HOUSE.  THE MARK PROJECTS 5 INCHES.
 JU3626'
 JU3626'REFERENCE MARK NO. 2 IS NW OF STATION AND 6-1/2 FEET W OF
 JU3626'VERY TALL LOCUST TREE (BLAZE).  MARK PROJECTS 10 INCHES.
 JU3626'
 JU3626'THE AZIMUTH MARK IS E OF STATION ON W SIDE OF MACADAM ROAD
 JU3626'21 FEET W OF CENTER OF ROAD.  8 FEET S OF POLE (ELECTRIC).  350
 JU3626'FEET S OF LANE TO EBRIGHTS HOUSE.  THE MARK PROJECTS 3 INCHES.
 JU3626'
 JU3626'THE GRANITE BOUNDARY MONUMENT IS E OF STATION.  36.2 FEET
 JU3626'N OF SW CORNER OF HOUSE.  25.5 FEET W OF NW CORNER OF
 JU3626'HOUSE.  THE MONUMENT IS ABOUT 10 INCHES SQUARE ON TOP AND 2-1/2
 JU3626'FEET HIGH.  CARVED ON THE FOUR SIDES ARE.  N SIDE--P,S
 JU3626'SIDE--D,E SIDE--1892, W SIDE--17.
 JU3626'
 JU3626'TO REACH FROM WILMINGTON GO NE ON HIGHWAY 13, 7.5 MILES FROM
 JU3626'CENTER OF TOWN OR 0.4 MILE FROM WORTH STEEL COMPANY RAILROAD
 JU3626'UNDERPASS, HERE TAKE LEFT ON PAVED ROAD (A CAUTION LIGHT AT
 JU3626'ENTRANCE) AND CONTINUE IN A WESTERNLY DIRECTION 4.55 MILES TO
 JU3626'A T-INTERSECTION, TAKE RIGHT (N) ON MACADAM ROAD AND GO 0.75
 JU3626'MILE TO LANE JUST N OF STONE FENCE, TAKE THIS LANE (W) 0.1
 JU3626'MILE TO GATE, THEN CONTINUE W ON THE N SIDE OF EBRIGHTS
 JU3626'HOUSE 0.05 MILE TO GATE.  THE STATION IS BACK OF THE HOUSE
 JU3626'IN WOODED LOT.  167 FEET W OF NW CORNER OF HOUSE.  146 FEET
 JU3626'N OF W OF SW CORNER OF HOUSE.  19-1/2 FEET E OF 30-INCH
 JU3626'MAPLE TREE.  THE MARK PROJECTS 2 INCHES.
 JU3626
 JU3626                          STATION RECOVERY (1933)
 JU3626
 JU3626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 JU3626'RECOVERED IN GOOD CONDITION.
 JU3626
 JU3626                          STATION RECOVERY (1946)
 JU3626
 JU3626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3626'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK RECOVERED
 JU3626'IN GOOD CONDITION.  DISTANCES TO REFERENCE MARKS MEASURED
 JU3626'AND FOUND TO BE CORRECT.  THE 1933 DESCRIPTION IS ADEQUATE
 JU3626'EXCEPT FOR THE FOLLOWING CHANGES--
 JU3626'
 JU3626'1.  CHANGE JAMES AND GRANT EBRIGHT TO R.E. MERCHANT.
 JU3626'
 JU3626'2.  ADD KNOWN AS THE WINTERSET FARM.
 JU3626'
 JU3626'3.  CHANGE CAUTION TO TRAFFIC.
 JU3626'
 JU3626'4.  CHANGE 4.55 TO 4.75.
 JU3626'
 JU3626'5.  DELETE JUST N OF STONE FENCE.  STONE FENCE IS NOW GONE.
 JU3626'
 JU3626'6.  ADD MARKED WITH POINTER TO WINTERSET FARM.
 JU3626
 JU3626                          STATION RECOVERY (1957)
 JU3626
 JU3626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 JU3626'STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTION
 JU3626'IS ADEQUATE.  STATION ON PROPERTY OWNED BY R.E. MERCHANT,
 JU3626'ABOUT 50 FEET NORTH OF A LINE OF HOUSE TRAILERS.  DISTANCES
 JU3626'TO THE REFERENCE MARKS AND THE ANGLE BETWEEN THE MARKS
 JU3626'VERIFIED.  AZIMUTH MARK OBSTRUCTED BY HEAVY GROWTH OF BRUSH.
 JU3626
 JU3626                          STATION RECOVERY (1960)
 JU3626
 JU3626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
 JU3626'STATION IS LOCATED NEAR THE DELAWARE-PENNSYLVANIA
 JU3626'BOUNDARY.  ABOUT 6-1/2 MILES NORTH OF WILMINGTON,
 JU3626'DELAWARE.  ON PROPERTY OWNED BY MR. R. E. MERCHANT AND LOCALLY
 JU3626'KNOWN AS THE WINTERSET FARM.
 JU3626'
 JU3626'TO REACH FROM THE POST OFFICE IN WILMINGTON, DELAWARE.  GO
 JU3626'NORTHEAST ON KING STREET FOR 0.4 MILE, TURN LEFT AND GO
 JU3626'NORTH ON CONCORD AVENUE (U.S. HIGHWAY 202) FOR 5.5 MILES TO
 JU3626'CROSSROADS, TURN RIGHT AND GO EAST ON NAAMANS ROAD FOR 1.0 MILE
 JU3626'TO EBRIGHT ROAD LEFT.  TURN LEFT ON EBRIGHT ROAD AND GO 0.6
 JU3626'MILE TO SIDE ROAD LEFT LEADING TO TRAILER COURT AND AZIMUTH
 JU3626'MARK ON THE LEFT.  CONTINUE 0.05 MILE TO PRIVATE DRIVEWAY LEFT
 JU3626'LEADING TO MR. MERCHANTS HOME.  TURN LEFT AND GO 0.1 MILE TO
 JU3626'THE SOUTH SIDE OF MR. MERCHANTS HOME AND STATION.
 JU3626'
 JU3626'REFERENCE MARK NO. 1 WAS RECOVERED AS DESCRIBED AND FOUND IN
 JU3626'GOOD CONDITION.
 JU3626'
 JU3626'REFERENCE MARK NO. 2 WAS RECOVERED AS DESCRIBED AND FOUND IN
 JU3626'GOOD CONDITION.  THE FOLLOWING MEASUREMENTS WILL ASSIST IN
 JU3626'RECOVERING THE MARK.  IT IS 52.8 FEET SOUTHEAST OF THE
 JU3626'NORTHEAST CORNER OF A WATER PUMP HOUSE.  38.2 FEET WEST OF
 JU3626'POWERLINE POLE 901 140.  12.0 FEET NORTH OF THE APPROXIMATE
 JU3626'CENTER OF A DRIVEWAY.
 JU3626'
 JU3626'AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT
 JU3626'IS 1.4 FEET SOUTH OF A STANDARD METAL WITNESS POST.  10.0 FEET
 JU3626'SOUTH OF POWERLINE POLE 77.  48.0 FEET NORTH OF THE APPROXIMATE
 JU3626'CENTER OF A SIDE ROAD.  21.0 FEET WEST OF THE APPROXIMATE
 JU3626'CENTER OF EBRIGHT ROAD.  AND ABOUT 150 FEET NORTH-NORTHEAST OF
 JU3626'A MICRO-WAVE RELAY TOWER.
 JU3626'
 JU3626'BOUNDARY MONUMENT NO. 17 WAS FOUND AS DESCRIBED AND IN GOOD
 JU3626'CONDITION.  A PRECISE TIE WAS MADE FROM THE STATION TO THIS
 JU3626'MONUMENT.
 JU3626'
 JU3626'HEIGHT OF LIGHT ABOVE STATION MARK 30.37 METERS.
 JU3626
 JU3626                          STATION RECOVERY (1965)
 JU3626
 JU3626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 JU3626'THE STATION, AZIMUTH MARK, BOUNDARY MONUMENT NO. 17 AND
 JU3626'REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED IN THE
 JU3626'1960 RECOVERY NOTE BY JOHN C. CHILDS.
 JU3626'
 JU3626'THE STATION IS ADEQUATELY DESCRIBED.
 JU3626'
 JU3626'NOTE--THE WITNESS POST AT THE AZIMUTH MARK HAS BEEN REMOVED.
 JU3626
 JU3626                          STATION RECOVERY (1979)
 JU3626
 JU3626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 JU3626'THE STATION MARK, REFERENCE MARK 2, BOUNDARY MONUMENT NUMBER 17 AND
 JU3626'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 JU3626'CONDITION.  REFERENCE MARK TWO WAS FOUND TILTED 45 DEGREES TO THE
 JU3626'NORTHEAST.  A REFERENCE MARK THREE WAS ESTABLISHED TO REPLACE THE
 JU3626'DESTROYED REFERENCE MARK TWO.
 JU3626'
 JU3626'THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND, THERE ARE
 JU3626'SEVERAL MOBILE HOMES ON THE LINE.
 JU3626'
 JU3626'A COMPLETE NEW DESCRIPTION FOLLOWS.
 JU3626'
 JU3626'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTH OF WILMINGTON AND ON
 JU3626'THE PENNSYLVANIA-DELAWARE BOUND.  THE PROPERTY IS OWNED BY MR. R.E.
 JU3626'MERCHANT AND IS KNOWN AS THE WINTERSET TRAILER COURT.
 JU3626'
 JU3626'TO REACH THE STATION FROM THE POST OFFICE IN WILMINGTON, GO EAST ON
 JU3626'KING STREET FOR 0.4 MILE TO U.S. HIGHWAY 202.  TURN LEFT AND GO NORTH
 JU3626'ON U.S. HIGHWAY 202 (CONCORD AVENUE FOR 5.5 MILES TO STATE HIGHWAY
 JU3626'92.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 92 (NAAMANS ROAD) FOR
 JU3626'1.0 MILES TO A SIDE ROAD LEFT (THIS IS 1.25 MILES WEST OF THE
 JU3626'INTERSECTION OF HIGHWAYS 92 AND 261).  TURN LEFT AND GO NORTH ON
 JU3626'EBRIGHT ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 JU3626'NORTH ON EBRIGHT ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 JU3626'AND GO WEST ON A PAVED ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT,
 JU3626'BEHIND A VERY OLD RESTORED STONE HOUSE.
 JU3626'
 JU3626'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 JU3626'STAMPED---EBRIGHT 1933---SET INTO THE TOP OF A ROUND CONCRETE
 JU3626'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
 JU3626'50.9 METERS (167 FEET) SW FROM THE NORTHWEST CORNER OF THE HOUSE,
 JU3626'44.5 METERS (146 FEET) SW FROM THE SOUTHWEST CORNER OF THE HOUSE, 4.3
 JU3626'METERS (14 FEET) WNW FROM A 8-INCH HEMLOCK TREE, 9.1 METERS (30 FEET)
 JU3626'S FROM THE CENTER OF A PAVED MOBILE HOME PARK STREET, AND 2.1 METERS
 JU3626'(7 FEET) N FROM A SIDE WALK.
 JU3626'
 JU3626'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 JU3626'NOS) DISK STAMPED---EBRIGHT NO 1 1933---SET INTO THE TOP OF A ROUND
 JU3626'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 10 CM (4
 JU3626'INCHES) ABOVE THE GROUND LOCATED 16.8 METERS (55 FEET) NW FROM THE
 JU3626'NORTHWEST CORNER OF THE OLD HOUSE, 21.79 METERS (71.5 FEET) N FROM
 JU3626'THE SOUTHWEST CORNER OF THE OLD HOUSE, 10.7 METERS (35 FEET) S FROM
 JU3626'THE PAVED ROAD, AND 0.6 METER (2 FEET) HIGHER THAN THE STATION.
 JU3626'
 JU3626'REFERENCE MARK NO. 3 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 JU3626'NOS) DISK STAMPED---EBRIGHT 1933 NO 3 1979---SET INTO THE TOP OF A
 JU3626'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 10
 JU3626'CM (4 INCHES) ABOVE THE GROUND LOCATED 4.6 METERS (15 FEET) N FROM
 JU3626'THE CENTER OF THE PAVED ROAD, 4.3 METERS (14 FEET) SE FROM A 8-INCH
 JU3626'HOLLY TREE, 0.6 METER (2 FEET) E FROM A MAIL BOX FOR LOT NUMBER 7 OF
 JU3626'THE MOBILE HOME PARK, AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
 JU3626'
 JU3626'AZIMUTH MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 JU3626'NOS) DISK STAMPED---EBRIGHT 1959---SET INTO THE TOP OF A ROUND
 JU3626'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
 JU3626'LOCATED 45.7 METERS (150 FEET) NNE FROM A LOOKOUT TOWER, 6.4 METERS
 JU3626'(21 FEET) W FROM THE CENTER OF EBRIGHT ROAD, 14.6 METERS (48 FEET) N
 JU3626'FROM THE CENTER OF A PAVED ROAD, 3.0 METERS (10 FEET) S FROM A
 JU3626'POWERLINE POLE NUMBERED 77, AND 0.46 METER (1.5 FEET) E FROM A
 JU3626'WITNESS POST.
 JU3626
 JU3626                          STATION RECOVERY (1982)
 JU3626
 JU3626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JU3626'1.8 KM (1.10 MI) EAST ALONG STATE HIGHWAY 92 FROM ITS JUNCTION WITH US
 JU3626'HIGHWAY 202, BRANDYWINE, THENCE 1.1 KM (0.70 MI) NORTH ALONG EBRIGHT
 JU3626'ROAD, THENCE 0.3 KM (0.20 MI) WEST ALONG A PAVED ROAD TO THE MARK ON
 JU3626'THE LEFT IN A MOBILE HOME PARK, 8.4 M (27.6 FT) NORTHWEST FROM THE
 JU3626'NORTH EDGE OF A MOBILE HOME NUMBERED 12, 3.6 M (11.8 FT) NORTH FROM A
 JU3626'FENCE, 3.7 M (12.1 FT) NORTH FROM A MAIL BOX NUMBERED 10, 27.4 M
 JU3626'(89.9 FT) SOUTH FROM THE CENTER OF THE ROAD AND 4.6 M (15.1 FT)
 JU3626'WEST-NORTHWEST FROM A 6-INCH HEMLOCK TREE.
 JU3626
 JU3626                          STATION RECOVERY (1992)
 JU3626
 JU3626'RECOVERY NOTE BY US POWER SQUADRON 1992 (BC)
 JU3626'TRAILER COURT REVISED INCLUDING NEW PAVED ROAD.
 JU3626
 JU3626                          STATION RECOVERY (2001)
 JU3626
 JU3626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU3626'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU3626
 JU3626                          STATION RECOVERY (2006)
 JU3626
 JU3626'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAL)
 JU3626'RECOVERED IN GOOD CONDITION.
 JU3626
 JU3626                          STATION RECOVERY (2010)
 JU3626
 JU3626'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 JU3626'MARK NOT FOUND.
 JU3626
 JU3626                          STATION RECOVERY (2013)
 JU3626
 JU3626'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3626'RECOVERED IN GOOD CONDITION.
 JU3626
 JU3626                          STATION RECOVERY (2015)
 JU3626
 JU3626'RECOVERY NOTE BY GEOCACHING 2015 (RLM)
 JU3626'MEASUREMENTS FOR THE STATION MARK FELL UNDER THE PAVEMENT OF A PAVED
 JU3626'PARKING AREA.  REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK WERE
 JU3626'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 IS SET IN THE TOP OF A
 JU3626'CONCRETE POST WHICH PROJECTS ABOUT 20 INCHES (51 CM) ABOVE THE SURFACE
 JU3626'OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DG8058 ***********************************************************************
 DG8058  DESIGNATION -  ECKL
 DG8058  PID         -  DG8058
 DG8058  STATE/COUNTY-  DE/KENT
 DG8058  COUNTRY     -  US
 DG8058  USGS QUAD   -  KENTON (2016)
 DG8058
 DG8058                         *CURRENT SURVEY CONTROL
 DG8058  ______________________________________________________________________
 DG8058* NAD 83(2011) POSITION- 39 13 29.45879(N) 075 40 05.57156(W)   ADJUSTED
 DG8058* NAD 83(2011) ELLIP HT-   -15.584 (meters)        (06/27/12)   ADJUSTED
 DG8058* NAD 83(2011) EPOCH   -  2010.00
 DG8058* NAVD 88 ORTHO HEIGHT -    18.356 (meters)       60.22  (feet) ADJUSTED
 DG8058  ______________________________________________________________________
 DG8058  GEOID HEIGHT    -        -33.960 (meters)                     GEOID18
 DG8058  NAD 83(2011) X  -  1,224,703.909 (meters)                     COMP
 DG8058  NAD 83(2011) Y  - -4,793,592.512 (meters)                     COMP
 DG8058  NAD 83(2011) Z  -  4,011,675.626 (meters)                     COMP
 DG8058  LAPLACE CORR    -         -2.85  (seconds)                    DEFLEC18
 DG8058  DYNAMIC HEIGHT  -         18.346 (meters)       60.19  (feet) COMP
 DG8058  MODELED GRAVITY -    980,099.7   (mgal)                       NAVD 88
 DG8058
 DG8058  VERT ORDER      -  FIRST     CLASS II
 DG8058
 DG8058  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG8058  Standards:
 DG8058         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG8058            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG8058  -------------------------------------------------------------------
 DG8058  NETWORK    0.56   0.76           0.25   0.20   0.39     -0.00967723
 DG8058  -------------------------------------------------------------------
 DG8058  Click here for local accuracies and other accuracy information.
 DG8058
 DG8058.The horizontal coordinates were established by GPS observations
 DG8058.and adjusted by the National Geodetic Survey in June 2012.
 DG8058
 DG8058.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG8058.been affixed to the stable North American tectonic plate. See 
 DG8058.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG8058
 DG8058.The horizontal coordinates are valid at the epoch date displayed above
 DG8058.which is a decimal equivalence of Year/Month/Day.
 DG8058
 DG8058.The orthometric height was determined by differential leveling and
 DG8058.adjusted by the NATIONAL GEODETIC SURVEY
 DG8058.in December 2004.
 DG8058
 DG8058.No vertical observational check was made to the station.
 DG8058
 DG8058.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8058.GEOID18 height accuracy estimate available here.
 DG8058
 DG8058.Click photographs - Photos may exist for this station.
 DG8058
 DG8058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8058
 DG8058.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG8058
 DG8058.The ellipsoidal height was determined by GPS observations
 DG8058.and is referenced to NAD 83.
 DG8058
 DG8058.The dynamic height is computed by dividing the NAVD 88
 DG8058.geopotential number by the normal gravity value computed on the
 DG8058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8058.degrees latitude (g = 980.6199 gals.).
 DG8058
 DG8058.The modeled gravity was interpolated from observed gravity values.
 DG8058
 DG8058. The following values were computed from the NAD 83(2011) position.
 DG8058
 DG8058;                    North         East     Units Scale Factor Converg.
 DG8058;SPC DE       -   135,997.715   178,278.562   MT  1.00000081   -0 09 32.7
 DG8058;SPC DE       -   446,185.84    584,902.25   sFT  1.00000081   -0 09 32.7
 DG8058;UTM  18      - 4,341,941.569   442,321.465   MT  0.99964096   -0 25 21.2
 DG8058
 DG8058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8058!SPC DE       -   1.00000245  x   1.00000081  =   1.00000326
 DG8058!UTM  18      -   1.00000245  x   0.99964096  =   0.99964340
 DG8058
 DG8058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4232141941(NAD 83)
 DG8058
 DG8058                          SUPERSEDED SURVEY CONTROL
 DG8058
 DG8058  NAD 83(2007)-  39 13 29.45905(N)    075 40 05.57222(W) AD(2002.00) 0
 DG8058  ELLIP H (02/10/07)  -15.570  (m)                       GP(2002.00)    
 DG8058  NAD 83(1991)-  39 13 29.45909(N)    075 40 05.57200(W) AD(       ) A
 DG8058  ELLIP H (06/30/05)  -15.573  (m)                       GP(       ) 4 1
 DG8058  NAVD 88              18.36   (m)           60.2    (f) LEVELING    3  
 DG8058
 DG8058.Superseded values are not recommended for survey control.
 DG8058
 DG8058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8058.See file dsdata.pdf to determine how the superseded data were derived.
 DG8058
 DG8058_MARKER: F = FLANGE-ENCASED ROD
 DG8058_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG8058_STAMPING: ECKL 2004
 DG8058_MARK LOGO: NGS
 DG8058_PROJECTION: RECESSED 9 CENTIMETERS
 DG8058_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG8058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8058+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2019
 DG8058_ROD/PIPE-DEPTH: 19.9 meters
 DG8058_SLEEVE-DEPTH  : 0.9 meters
 DG8058
 DG8058  HISTORY     - Date     Condition        Report By
 DG8058  HISTORY     - 2004     MONUMENTED       DEDHT
 DG8058  HISTORY     - 20040625 GOOD             DEDT
 DG8058  HISTORY     - 20050725 GOOD             DEDT
 DG8058  HISTORY     - 20080229 GOOD             INDIV
 DG8058  HISTORY     - 20090306 GOOD             JMTMD
 DG8058  HISTORY     - 20110604 GOOD             GEOCAC
 DG8058  HISTORY     - 20120321 GOOD             DELCOS
 DG8058  HISTORY     - 20190815 GOOD             USPSQD
 DG8058
 DG8058                          STATION DESCRIPTION
 DG8058
 DG8058'DESCRIBED BY DE DEPT OF HIGHWAYS 2004 (JRC)
 DG8058'0.5 KILOMETERS (0.3 MILES) SOUTHWEST OF KENTON, ON THE STATE
 DG8058'MAINTAINED RIGHT-OF-WAY IN FRONT OF THE OLD KENTON SCHOOL. TO REACH
 DG8058'THE STATION FROM THE INTERSECTION OF STATE ROAD 42 (SEVEN HICKORIES
 DG8058'ROAD) AND STATE ROAD 300 (SUDLERSVILLE ROAD) IN KENTON, GO SOUTHWEST
 DG8058'0.5 KILOMETERS (0.3 MILE) ON SUDLERSVILLE ROAD TO STAION ON THE RIGHT
 DG8058'NEAR THE SOUTHWEST PROPERTY CORNER OF OLD KENTON SCHOOL, 28.8 METERS
 DG8058'(94.5 FEET) SOUTH OF THE SOUTHWEST CORNER OF THE OLD KENTON SCHOOL,
 DG8058'12.5 METERS (20.1 FEET) NORTHEAST OF TELPHONE POLE NUMBER DST JD89,
 DG8058'AND 9.2 METERS (30.2 FEET) NORTHWEST OF THE CENTERLINE OF SUDLERSVILLE
 DG8058'ROAD (SR 300). THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD
 DG8058'DRIVEN TO REFUSAL A DEPTH OF 19.9 METERS. THE ROD RECESSED 9
 DG8058'CENTIMETERS BELOW GROUND LEVEL IN A 0.9 METER GREASED FILLED FLUTED
 DG8058'PLASTIC SLEEVE, AND ENCASED IN A 6-INCH DIAMETER PVC PIPE WITH A NGS
 DG8058'LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH GROUND. NOTE--SLEEVE
 DG8058'DEPTH DOES NOT MEET SPECIFICATIONS FOR A CLASS A MARK.
 DG8058
 DG8058                          STATION RECOVERY (2004)
 DG8058
 DG8058'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2004 (JC)
 DG8058'RECOVERED AS DESCRIBED.
 DG8058
 DG8058                          STATION RECOVERY (2005)
 DG8058
 DG8058'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2005
 DG8058'RECOVERED AS DESCRIBED WITH THE EXCEPTION OF FOLLOWING 12.5 METERS
 DG8058'(41.0 FEET) NORTHEAST OF TELEPHONE NUMBER DST JD89,
 DG8058
 DG8058                          STATION RECOVERY (2008)
 DG8058
 DG8058'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (WRA)
 DG8058'DESCRIPTION IS ADEQUATE
 DG8058
 DG8058                          STATION RECOVERY (2009)
 DG8058
 DG8058'RECOVERY NOTE BY JMT ENGINEERING 2009 (CJH)
 DG8058'RECOVERED (USED FOR RTK W/DG8051)
 DG8058
 DG8058                          STATION RECOVERY (2011)
 DG8058
 DG8058'RECOVERY NOTE BY GEOCACHING 2011 (MFM)
 DG8058'RECOVERED AS DESCRIBED.
 DG8058
 DG8058                          STATION RECOVERY (2012)
 DG8058
 DG8058'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DG8058'RECOVERED IN GOOD CONDITION.
 DG8058
 DG8058                          STATION RECOVERY (2019)
 DG8058
 DG8058'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 DG8058'THE TELEPHONE POLE APPEARS TO HAVE BEEN REPLACED WITH A NEW ONE IN THE
 DG8058'SAME LOCATION AND RENUMBERED 189.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0807 ***********************************************************************
 JU0807  TIDAL BM    -  This is a Tidal Bench Mark.
 JU0807  DESIGNATION -  EDGEMOOR 2
 JU0807  PID         -  JU0807
 JU0807  STATE/COUNTY-  DE/NEW CASTLE
 JU0807  COUNTRY     -  US
 JU0807  USGS QUAD   -  MARCUS HOOK (2019)
 JU0807
 JU0807                         *CURRENT SURVEY CONTROL
 JU0807  ______________________________________________________________________
 JU0807* NAD 83(1991) POSITION- 39 45 04.44208(N) 075 29 40.85692(W)   ADJUSTED
 JU0807* NAVD 88 ORTHO HEIGHT -     2.851 (meters)        9.35  (feet) ADJUSTED
 JU0807  ______________________________________________________________________
 JU0807  GEOID HEIGHT    -        -32.971 (meters)                     GEOID18
 JU0807  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 JU0807  DYNAMIC HEIGHT  -          2.849 (meters)        9.35  (feet) COMP
 JU0807  MODELED GRAVITY -    980,173.6   (mgal)                       NAVD 88
 JU0807
 JU0807  HORZ ORDER      -  SECOND
 JU0807  VERT ORDER      -  FIRST     CLASS I
 JU0807
 JU0807.The horizontal coordinates were established by classical geodetic methods
 JU0807.and adjusted by the National Geodetic Survey in January 1992.
 JU0807
 JU0807.The orthometric height was determined by differential leveling and
 JU0807.adjusted by the NATIONAL GEODETIC SURVEY
 JU0807.in June 1991.
 JU0807
 JU0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0807.GEOID18 height accuracy estimate available here.
 JU0807
 JU0807.This Tidal Bench Mark is designated as VM 2955
 JU0807.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU0807
 JU0807.Click photographs - Photos may exist for this station.
 JU0807
 JU0807.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU0807
 JU0807.The dynamic height is computed by dividing the NAVD 88
 JU0807.geopotential number by the normal gravity value computed on the
 JU0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0807.degrees latitude (g = 980.6199 gals.).
 JU0807
 JU0807.The modeled gravity was interpolated from observed gravity values.
 JU0807
 JU0807. The following values were computed from the NAD 83(1991) position.
 JU0807
 JU0807;                    North         East     Units Scale Factor Converg.
 JU0807;SPC DE       -   194,411.893   193,313.850   MT  0.99999555   -0 02 59.6
 JU0807;SPC DE       -   637,833.02    634,230.52   sFT  0.99999555   -0 02 59.6
 JU0807;SPC NJ       -   102,369.272    64,760.534   MT  0.99998942   -0 38 09.9
 JU0807;SPC NJ       -   335,856.52    212,468.52   sFT  0.99998942   -0 38 09.9
 JU0807;UTM  18      - 4,400,264.198   457,621.124   MT  0.99962211   -0 18 58.8
 JU0807
 JU0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0807!SPC DE       -   1.00000473  x   0.99999555  =   1.00000028
 JU0807!SPC NJ       -   1.00000473  x   0.99998942  =   0.99999415
 JU0807!UTM  18      -   1.00000473  x   0.99962211  =   0.99962683
 JU0807
 JU0807:                Primary Azimuth Mark                     Grid Az
 JU0807:SPC DE       -  GREEN                                    337 13 03.0
 JU0807:SPC NJ       -  GREEN                                    337 48 13.3
 JU0807:UTM  18      -  GREEN                                    337 29 02.2
 JU0807
 JU0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5762100264(NAD 83)
 JU0807
 JU0807|---------------------------------------------------------------------|
 JU0807| PID    Reference Object                     Distance      Geod. Az  |
 JU0807|                                                           dddmmss.s |
 JU0807| JU3320 DELAWARE ORD DEPOT LOT              APPROX. 5.0 KM 0722945.6 |
 JU0807| JU3337 DELAWARE ORD DEPOT SMALL TANK       APPROX. 3.0 KM 0805850.9 |
 JU0807| JU0811 MOOR                                132.329 METERS 13157     |
 JU0807| JU0809 EDGEMOOR 2 RM 1                      41.190 METERS 13504     |
 JU0807| JU3264 PENNS GROVE ST PAULS CH SPIRE       APPROX. 2.9 KM 1355538.7 |
 JU0807| JU3328 EDGEMOOR                             33.120 METERS 15446     |
 JU0807| JU3259 DEEPWATER POINT REAR RANGE          APPROX. 5.7 KM 1790328.6 |
 JU0807| JU3690 DEEPWATER OPERATING SQUAT TANK      APPROX. 7.9 KM 1883641.8 |
 JU0807| JU3688 CHRISTINA RIVER N ENT LIGHT         APPROX. 3.8 KM 2003627.3 |
 JU0807| JU3684 BELLEVUE FRONT RANGE LIGHT          APPROX. 1.9 KM 2042038.1 |
 JU0807| JU3678 AIRWAY BEACON 66A                   APPROX. 6.1 KM 2092629.3 |
 JU0807| JU3692 BELLEVUE REAR RANGE LIGHT           APPROX. 4.0 KM 2100443.0 |
 JU0807| JU3728 WILMINGTON NE TRANS TOWER           APPROX. 3.9 KM 2350527.3 |
 JU0807| JU3733 WILMINGTON SW TRANS TOWER           APPROX. 4.2 KM 2354452.8 |
 JU0807| JU3711 WILMINGTON P AND L GAS PLT STK      APPROX. 6.0 KM 2535704.5 |
 JU0807| JU3749 WILMINGTON H AND H CORP STACK       APPROX. 5.6 KM 2551528.2 |
 JU0807| JU3763 WILMINGTON PRR SHOPS TALL STK       APPROX. 2.3 KM 2560654.9 |
 JU0807| JU3750 WILMINGTON ASSOC LAUNDRIES STK      APPROX. 5.4 KM 2571853.6 |
 JU0807| JU3752 WILMINGTON AMALGAM LEATHER TK       APPROX. 5.8 KM 2584458.8 |
 JU0807| JU3748 WILMINGTON SACRED HEART CHURCH      APPROX. 5.1 KM 2655808.8 |
 JU0807| JU3649 WILMINGTON P AND L WATER TANK       APPROX. 3.9 KM 2682011.6 |
 JU0807| JU3648 WILMINGTON P AND L RED STACK        APPROX. 4.0 KM 2683010.9 |
 JU0807| JU3652 WILMINGTON WILTEX CO STACK          APPROX. 3.8 KM 2704152.8 |
 JU0807| JU3631 WILMINGTON GREENHILL PRESB CH       APPROX. 7.7 KM 2803230.8 |
 JU0807| JU3644 WILMINGTON A DUPONT WATER TWR       APPROX. 6.1 KM 2991514.1 |
 JU0807| JU3616 MARCUS HOOK REAR RANGE LIGHT        APPROX. 1.4 KM 3291306.9 |
 JU0807| JU0806 EDGEMOOR 2 RM 2                      74.510 METERS 33529     |
 JU0807| JU3624 GREEN                               APPROX. 2.2 KM 3371003.4 |
 JU0807|---------------------------------------------------------------------|
 JU0807
 JU0807                          SUPERSEDED SURVEY CONTROL
 JU0807
 JU0807  NAD 83(1986)-  39 45 04.43725(N)    075 29 40.86121(W) AD(       ) 2
 JU0807  NAD 27      -  39 45 04.03000(N)    075 29 42.15200(W) AD(       ) 2
 JU0807  NGVD 29               3.12   (m)           10.2    (f) LEVELING    3  
 JU0807  NGVD 29 (11/26/84)    3.116  (m)           10.22   (f) ADJUSTED    1 1
 JU0807
 JU0807.Superseded values are not recommended for survey control.
 JU0807
 JU0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0807.See file dsdata.pdf to determine how the superseded data were derived.
 JU0807
 JU0807_MARKER: DS = TRIANGULATION STATION DISK
 JU0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0807_STAMPING: EDGEMOOR 2 1933
 JU0807_MARK LOGO: CGS
 JU0807_PROJECTION: PROJECTING 3 CENTIMETERS
 JU0807_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0807+STABILITY: SURFACE MOTION
 JU0807
 JU0807  HISTORY     - Date     Condition        Report By
 JU0807  HISTORY     - 1933     MONUMENTED       CGS
 JU0807  HISTORY     - 1965     GOOD             CGS
 JU0807  HISTORY     - 1965     GOOD             CGS
 JU0807  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU0807  HISTORY     - 1982     GOOD             NOS
 JU0807  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU0807
 JU0807                          STATION DESCRIPTION
 JU0807
 JU0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU0807'THIS STATION IS ON PROPERTY OF THE LIGHTHOUSE BUREAU, ON THE
 JU0807'DELAWARE SIDE OF THE DELAWARE RIVER, ABOUT 3 MILES E OF WILMINGTON
 JU0807'AT THE EDGEMOOR LIGHTHOUSE DEPOT.  THE MARK IS IN THE GRASS PLOT
 JU0807'JUST W OF THE CINDER DRIVE LEADING TO THE PIER.  IT IS 29.20
 JU0807'METERS N OF THE N CORNER OF THE PAINT STORAGE BUILDING.  3.90
 JU0807'METERS NNW OF THE EDGE OF THE CONCRETE OF THE PIER.  6.50 METERS
 JU0807'W OF THE S CORNER OF THE LARGE MACHINE SHOP.  5.70 METERS NE OF
 JU0807'THE FLAGPOLE.  IT PROJECTS 1 INCH.
 JU0807'
 JU0807'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU0807'DISKS SET IN CONCRETE.
 JU0807'
 JU0807'REFERENCE MARK NO.1 IS S OF THE STATION.  SET IN THE CONCRETE
 JU0807'WHARF 1 FOOT N OF THE INNER CORNER OF THE SW PIER.  IT IS 5.20
 JU0807'METERS E OF THE E CORNER OF THE PAINT STORAGE SHOP.  AND 9.00
 JU0807'METERS NE OF THE SW SIDE OF THE SW PIER.
 JU0807'
 JU0807'REFERENCE MARK NO.2 IS N OF THE STATION.  SET AT THE NW EDGE
 JU0807'OF THE LAWN.  IT IS 8.10 METERS W OF A LARGE WILD CHERRY TREE.  23
 JU0807'METERS NE OF THE EDGE OF THE CINDER DRIVE JUST NE OF THE
 JU0807'GARAGE.  AND 16.5 METERS NW OF THE W CORNER OF A SHOP.  IT
 JU0807'PROJECTS 2 INCHES.
 JU0807'
 JU0807'THERE ARE THREE OLD MARKS ON THE WHARF AS FOLLOWS--
 JU0807'
 JU0807'EDGEMOOR U.S.E. 1900 WHICH HAS BEEN USED BY THE COAST SURVEY
 JU0807'BEFORE, IS NOW INSIDE THE PAINT STORAGE SHOP.  IT IS MARKED BY A
 JU0807'1/2-INCH BOLT SET IN THE CONCRETE UNDER THE PAINT RACK ON THE
 JU0807'SW SIDE OF THE BUILDING.  0.26 METERS NE OF THE SW WALL.  1.50
 JU0807'METERS SE OF THE NW WALL.  5.45 METERS SW OF THE NE WALL.  AND
 JU0807'1.90 METERS NW OF THE SE WALL.
 JU0807'
 JU0807'MOOR U.S.E. 1932 IS SET IN THE CENTER OF THE OUTER END OF THE
 JU0807'SW PIER.  IT IS MARKED BY A STANDARD U.S.E. BRONZE DISK STAMPED
 JU0807'MOOR 1932.  IT IS 4.75 METERS SW OF THE NE SIDE OF THE PIER.  4.35
 JU0807'METERS NE OF THE SW SIDE OF THE PIER.  AND 2.25 METERS NW OF THE
 JU0807'END OF THE PIER.  THIS STATION CAN BE OCCUPIED FOR RIVER
 JU0807'TRIANGULATION.
 JU0807'
 JU0807'U.S.C. AND G.S. BENCH MARK B1 IS SSE OF THE STATION.  SET IN THE
 JU0807'EXTENSION OF THE SW PIER ON WHICH IS LOCATED CHERRY ISLAND FRONT
 JU0807'RANGE.  IT IS JUST SE OF THE FRAMEWORK OF THE RANGE LIGHT.  2.20
 JU0807'METERS NE OF THE SW SEA WALL.  AND 2.40 METERS NW OF THE SE
 JU0807'CORNER OF THE EXTENSION AND THE PIER.
 JU0807'
 JU0807'A TIE WAS MADE TO EDGEMOOR U.S.E. 1900 AND TO MOOR U.S.E. 1932
 JU0807'AS INDICATED IN THE SKETCH BELOW.
 JU0807'
 JU0807'TO REACH FROM WILMINGTON, GO NE ABOUT 2 MILES ON U.S. HIGHWAY
 JU0807'13 TO THE POINT WHERE IT CROSSES SHELL POT CREEK AT SHELL POT
 JU0807'PARK.  CONTINUE ABOUT 0.05 MILE AND TURN RIGHT ON A MACADAM
 JU0807'ROAD.  FOLLOW THIS ROAD 1.4 MILES, OR 0.4 MILE PAST AN OVERPASS,
 JU0807'THEN TURN LEFT TOWARD THE DEPOT.  FOLLOW THE ROAD TO THE DEPOT
 JU0807'AND THE STATION.
 JU0807
 JU0807                          STATION RECOVERY (1965)
 JU0807
 JU0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 JU0807'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AS DESCRIBED
 JU0807'WITH THE FOLLOWING EXCEPTIONS--(1) THE PROPERTY IS NOW BEING
 JU0807'USED BY THE U.S. ARMY CORPS OF ENGINEERS.  (2) THE AREA AROUND
 JU0807'THE STATION HAS BEEN PAVED AND THE CONCRETE WAS POURED AROUND THE
 JU0807'STATION MARK LEAVING A LOW CONE SHAPED PROJECTION ABOVE THE
 JU0807'GENERAL LEVEL OF THE PAVEMENT WITH THE STATION MARK IN ITS
 JU0807'CENTER.  (3) THE STAMPING ON THE STATION MARK IS
 JU0807'ENDGEMOOR 2 1933.  (4) REFERENCE MARK NO. 1 IS STAMPED
 JU0807'EDGEMOOR NO 1 1933.
 JU0807'
 JU0807'REFERENCE MARK NO. 2 WAS SEARCHED FOR BUT NOT FOUND.
 JU0807'
 JU0807'THE STATION AND REFERENCE MARK NO. 1 ARE IN GOOD CONDITION.
 JU0807
 JU0807                          STATION RECOVERY (1965)
 JU0807
 JU0807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JU0807'0.5 MI E FROM WILMINGTON.
 JU0807'1/2 MILE EAST OF OVERPASS OF EDGEMOOR ROAD OVER THE PENNSYLVANIA
 JU0807'RAILROAD, AT EDGEMOOR SUB-OFFICE OF THE U.S. ARMY CORPS OF
 JU0807'ENGINEERS, 99 FEET SOUTHEAST OF A TALL ANTENNA POLE, 21.3 FEET
 JU0807'SOUTHWEST OF SOUTH CORNER OF GARAGE BUILDING NO. 6, 244 FEET
 JU0807'NORTH-NORTHWEST OF BENCH MARK B 1 AND SET IN THE TOP OF A CONCRETE
 JU0807'POST PROJECTING 3 INCHES ABOVE PAVED AREA.
 JU0807
 JU0807                          STATION RECOVERY (1981)
 JU0807
 JU0807'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU0807'MARK NOT FOUND.
 JU0807
 JU0807                          STATION RECOVERY (1982)
 JU0807
 JU0807'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU0807'THE STATION WAS RECOVERED AS DESCRIBED.
 JU0807'
 JU0807'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.82 METERS.
 JU0807
 JU0807                          STATION RECOVERY (2013)
 JU0807
 JU0807'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU0807'BEHIND A LOCKED GATE ON THE PROPERTY OF THE EDGEMOOR DUPONT PLANT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0809 ***********************************************************************
 JU0809  DESIGNATION -  EDGEMOOR 2 RM 1
 JU0809  PID         -  JU0809
 JU0809  STATE/COUNTY-  DE/NEW CASTLE
 JU0809  COUNTRY     -  US
 JU0809  USGS QUAD   -  MARCUS HOOK (2019)
 JU0809
 JU0809                         *CURRENT SURVEY CONTROL
 JU0809  ______________________________________________________________________
 JU0809* NAD 83(1986) POSITION- 39 45 03.50   (N) 075 29 39.63   (W)   HD_HELD1
 JU0809* NAVD 88 ORTHO HEIGHT -     2.774 (meters)        9.10  (feet) ADJUSTED
 JU0809  ______________________________________________________________________
 JU0809  GEOID HEIGHT    -        -32.972 (meters)                     GEOID18
 JU0809  DYNAMIC HEIGHT  -          2.772 (meters)        9.09  (feet) COMP
 JU0809  MODELED GRAVITY -    980,173.6   (mgal)                       NAVD 88
 JU0809
 JU0809  VERT ORDER      -  FIRST     CLASS I
 JU0809
 JU0809.The horizontal coordinates were determined by differentially corrected
 JU0809.hand held GPS observations or other comparable positioning techniques
 JU0809.and have an estimated accuracy of +/- 3 meters.
 JU0809
 JU0809.The orthometric height was determined by differential leveling and
 JU0809.adjusted by the NATIONAL GEODETIC SURVEY
 JU0809.in June 1991.
 JU0809
 JU0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0809.GEOID18 height accuracy estimate available here.
 JU0809
 JU0809.Click photographs - Photos may exist for this station.
 JU0809
 JU0809.The dynamic height is computed by dividing the NAVD 88
 JU0809.geopotential number by the normal gravity value computed on the
 JU0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0809.degrees latitude (g = 980.6199 gals.).
 JU0809
 JU0809.The modeled gravity was interpolated from observed gravity values.
 JU0809
 JU0809;                    North         East    Units  Estimated Accuracy
 JU0809;SPC DE       -   194,382.8     193,343.0     MT  (+/- 3 meters HH1 GPS) 
 JU0809
 JU0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5765000234(NAD 83)
 JU0809
 JU0809                          SUPERSEDED SURVEY CONTROL
 JU0809
 JU0809  NGVD 29 (11/26/84)    3.039  (m)            9.97   (f) ADJUSTED    1 1
 JU0809
 JU0809.Superseded values are not recommended for survey control.
 JU0809
 JU0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0809.See file dsdata.pdf to determine how the superseded data were derived.
 JU0809
 JU0809_MARKER: DR = REFERENCE MARK DISK
 JU0809_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU0809_SP_SET: BULKHEAD
 JU0809_STAMPING: EDGEMOOR 2 NO 1 1933
 JU0809_MARK LOGO: CGS
 JU0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0809+STABILITY: SURFACE MOTION
 JU0809
 JU0809  HISTORY     - Date     Condition        Report By
 JU0809  HISTORY     - 1933     MONUMENTED       CGS
 JU0809  HISTORY     - 1964     GOOD             CGS
 JU0809  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU0809  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU0809
 JU0809                          STATION DESCRIPTION
 JU0809
 JU0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU0809'0.5 MI E FROM WILMINGTON.
 JU0809'0.25 MILE SOUTHEAST ALONG EDGEMOOR ROAD FROM THE UNDERPASS OF
 JU0809'THE PENNSYLVANIA RAILROAD UNDER THE ROAD AT WILMINGTON, THENCE
 JU0809'0.25 MILE EAST ALONG A BLACK TOP ROAD, AT THE U.S. ARMY ENGINEERS
 JU0809'EDGEMOOR SUB-OFFICE, SET ON TOP OF THE NORTHWEST CORNER OF THE
 JU0809'CONCRETE BULKHEAD FOR A SLIP, 135.4 FEET SOUTH OF TRIANGULATION
 JU0809'STATION EDGEMOOR 2 DESCRIBED, 16.5 FEET SOUTHEAST OF SOUTHEAST
 JU0809'CORNER OF BRICK BUILDING 5, 6 1/2 FEET SOUTHWEST OF A STEEL
 JU0809'MOORING POST, AND FLUSH WITH BULKHEAD.
 JU0809
 JU0809                          STATION RECOVERY (1981)
 JU0809
 JU0809'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU0809'MARK NOT FOUND.
 JU0809
 JU0809                          STATION RECOVERY (2013)
 JU0809
 JU0809'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU0809'BEHIND A LOCKED GATE ON THE PROPERTY OF THE EDGEMOOR DUPONT PLANT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0806 ***********************************************************************
 JU0806  DESIGNATION -  EDGEMOOR 2 RM 2
 JU0806  PID         -  JU0806
 JU0806  STATE/COUNTY-  DE/NEW CASTLE
 JU0806  COUNTRY     -  US
 JU0806  USGS QUAD   -  MARCUS HOOK (2019)
 JU0806
 JU0806                         *CURRENT SURVEY CONTROL
 JU0806  ______________________________________________________________________
 JU0806* NAD 83(1986) POSITION- 39 45 06.63   (N) 075 29 42.16   (W)   HD_HELD1
 JU0806* NAVD 88 ORTHO HEIGHT -     4.402 (meters)       14.44  (feet) ADJUSTED
 JU0806  ______________________________________________________________________
 JU0806  GEOID HEIGHT    -        -32.969 (meters)                     GEOID18
 JU0806  DYNAMIC HEIGHT  -          4.400 (meters)       14.44  (feet) COMP
 JU0806  MODELED GRAVITY -    980,173.6   (mgal)                       NAVD 88
 JU0806
 JU0806  VERT ORDER      -  FIRST     CLASS I
 JU0806
 JU0806.The horizontal coordinates were determined by differentially corrected
 JU0806.hand held GPS observations or other comparable positioning techniques
 JU0806.and have an estimated accuracy of +/- 3 meters.
 JU0806
 JU0806.The orthometric height was determined by differential leveling and
 JU0806.adjusted by the NATIONAL GEODETIC SURVEY
 JU0806.in June 1991.
 JU0806
 JU0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0806.GEOID18 height accuracy estimate available here.
 JU0806
 JU0806.Click photographs - Photos may exist for this station.
 JU0806
 JU0806.The dynamic height is computed by dividing the NAVD 88
 JU0806.geopotential number by the normal gravity value computed on the
 JU0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0806.degrees latitude (g = 980.6199 gals.).
 JU0806
 JU0806.The modeled gravity was interpolated from observed gravity values.
 JU0806
 JU0806;                    North         East    Units  Estimated Accuracy
 JU0806;SPC DE       -   194,479.4     193,282.9     MT  (+/- 3 meters HH1 GPS) 
 JU0806
 JU0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5759000331(NAD 83)
 JU0806
 JU0806                          SUPERSEDED SURVEY CONTROL
 JU0806
 JU0806  NGVD 29 (11/26/84)    4.668  (m)           15.31   (f) ADJUSTED    1 1
 JU0806
 JU0806.Superseded values are not recommended for survey control.
 JU0806
 JU0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0806.See file dsdata.pdf to determine how the superseded data were derived.
 JU0806
 JU0806_MARKER: DR = REFERENCE MARK DISK
 JU0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0806_STAMPING: EDGEMOOR 2 NO 2 1933
 JU0806_MARK LOGO: CGS
 JU0806_PROJECTION: PROJECTING 5 CENTIMETERS
 JU0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0806+STABILITY: SURFACE MOTION
 JU0806
 JU0806  HISTORY     - Date     Condition        Report By
 JU0806  HISTORY     - 1933     MONUMENTED       CGS
 JU0806  HISTORY     - 1963     GOOD             CGS
 JU0806  HISTORY     - 1965     MARK NOT FOUND   CGS
 JU0806  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU0806  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU0806
 JU0806                          STATION DESCRIPTION
 JU0806
 JU0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0806'0.5 MI E FROM WILMINGTON.
 JU0806'0.25 MILE SOUTHEAST ALONG EDGEMOOR ROAD FROM THE UNDERPASS OF
 JU0806'THE PENNSYLVANIA RAILROAD UNDER THE ROAD, THENCE 0.25 MILE EAST
 JU0806'ALONG A BLACK TOP ROAD, AT THE U.S. ARMY ENGINEERS EDGEMOOR SUB
 JU0806'OFFICE, ABOUT 100 YARDS SOUTH OF THE ENTRANCE GATE, 92 FEET
 JU0806'SOUTHWEST AND ACROSS DRIVEWAY FROM POWER POLE DP AND L 15, 54.4
 JU0806'FEET NORTHWEST OF NORTHWEST CORNER OF BUILDING 8, 8 FEET WEST OF
 JU0806'CENTER LINE OF DRIVEWAY, 1 FOOT ABOVE LEVEL OF DRIVEWAY, AND SET
 JU0806'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JU0806
 JU0806                          STATION RECOVERY (1965)
 JU0806
 JU0806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JU0806'MARK NOT FOUND.
 JU0806
 JU0806                          STATION RECOVERY (1981)
 JU0806
 JU0806'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU0806'MARK NOT FOUND.
 JU0806
 JU0806                          STATION RECOVERY (2013)
 JU0806
 JU0806'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU0806'BEHIND A LOCKED GATE ON THE PROPERTY OF THE EDGEMOOR DUPONT PLANT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AJ6055 ***********************************************************************
 AJ6055  DESIGNATION -  ELLENDALE CBL 0
 AJ6055  PID         -  AJ6055
 AJ6055  STATE/COUNTY-  DE/SUSSEX
 AJ6055  COUNTRY     -  US
 AJ6055  USGS QUAD   -  ELLENDALE (2016)
 AJ6055
 AJ6055                         *CURRENT SURVEY CONTROL
 AJ6055  ______________________________________________________________________
 AJ6055* NAD 83(1986) POSITION- 38 46 13.1    (N) 075 26 19.6    (W)   HD_HELD2
 AJ6055* NAVD 88 ORTHO HEIGHT -    13.488 (meters)       44.25  (feet) ADJUSTED
 AJ6055  ______________________________________________________________________
 AJ6055  GEOID HEIGHT    -        -35.508 (meters)                     GEOID18
 AJ6055  DYNAMIC HEIGHT  -         13.480 (meters)       44.23  (feet) COMP
 AJ6055  MODELED GRAVITY -    980,030.7   (mgal)                       NAVD 88
 AJ6055
 AJ6055  VERT ORDER      -  SECOND    CLASS I
 AJ6055
 AJ6055.The horizontal coordinates were established by autonomous hand held GPS
 AJ6055.observations and have an estimated accuracy of +/- 10 meters.
 AJ6055
 AJ6055.The orthometric height was determined by differential leveling and
 AJ6055.adjusted by the NATIONAL GEODETIC SURVEY
 AJ6055.in July 2011.
 AJ6055
 AJ6055.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ6055.GEOID18 height accuracy estimate available here.
 AJ6055
 AJ6055.Click photographs - Photos may exist for this station.
 AJ6055
 AJ6055.The dynamic height is computed by dividing the NAVD 88
 AJ6055.geopotential number by the normal gravity value computed on the
 AJ6055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6055.degrees latitude (g = 980.6199 gals.).
 AJ6055
 AJ6055.The modeled gravity was interpolated from observed gravity values.
 AJ6055
 AJ6055;                    North         East    Units  Estimated Accuracy
 AJ6055;SPC DE       -    85,507.      198,078.      MT  (+/- 10 meters HH2 GPS)
 AJ6055
 AJ6055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6188291379(NAD 83)
 AJ6055
 AJ6055                          SUPERSEDED SURVEY CONTROL
 AJ6055
 AJ6055.No superseded survey control is available for this station.
 AJ6055
 AJ6055_MARKER: DQ = CALIBRATION BASE LINE DISK
 AJ6055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6055_STAMPING: 0 1997
 AJ6055_MARK LOGO: NGS
 AJ6055_PROJECTION: FLUSH
 AJ6055_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6055+STABILITY: SURFACE MOTION
 AJ6055
 AJ6055  HISTORY     - Date     Condition        Report By
 AJ6055  HISTORY     - 1997     MONUMENTED       NGS
 AJ6055  HISTORY     - 20110501 GOOD             DEDT
 AJ6055
 AJ6055                          STATION DESCRIPTION
 AJ6055
 AJ6055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997
 AJ6055'THE BASE LINE IS LOCATED ABOUT 4.3 KM (2.74 MI) SOUTH SOUTHEAST OF
 AJ6055'ELLENDALE, 9.2 KM (5.7 MI) NORTH NORTHWEST OF GEORGETOWN, AND 16.1 KM
 AJ6055'(10.0 MI) SOUTH OF MILFORD ALONG THE WEST SIDE OF U.S.HIGHWAY 113 IN A
 AJ6055'CLEARED AREA PARALLELING THE HIGHWAY.
 AJ6055'
 AJ6055'THE BASE LINE IS AN NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE
 AJ6055'SOUTH END. IT CONSISTS OF THE 0, 150, 400, AND 1100 METER POINTS.
 AJ6055'THERE IS NO 100-FOOT TAPE CALIBRATION STATION LOCATED AT THIS BASE
 AJ6055'LINE.
 AJ6055'
 AJ6055'TO REACH THE 0-METER POINT FROM INTERSECTION OF US HIGHWAY 113 AND
 AJ6055'STATE ROUTE 16 LOCATED JUST WEST OF ELLENDALE, GO SOUTH ON US HIGHWAY
 AJ6055'113 FOR 2.98 KM (1.85 MI) TO A CROSSOVER ON THE LEFT BETWEEN THE
 AJ6055'NORTHBOUND AND SOUTHBOUND LANES OF US HIGHWAY 113 AND A PAVED ENTRANCE
 AJ6055'ON THE RIGHT TO THE 1100 METER POINT. CONTINUE SOUTH ON US HIGHWAY 113
 AJ6055'FOR 0.72 KM (0.45 MI) TO ANOTHER CROSSOVER BETWEEN THE NORTHBOUND AND
 AJ6055'SOUTHBOUND LANES OF U.S.HIGHWAY 113 AND ANOTHER PAVED ENTRANCE ON THE
 AJ6055'RIGHT TO THE 400 METER POINT. CONTINUE SOUTH ON US HIGHWAY 113 FOR
 AJ6055'0.24 KM (0.15 MI) TO A PAVED ENTRANCE ON THE RIGHT TO THE 150 METER
 AJ6055'POINT.  CONTINUE SOUTH ON US HIGHWAY 113 FOR 0.16 KM (0.10 MI) TO A
 AJ6055'PAVED ENTRANCE ON THE RIGHT. TURN RIGHT INTO THE PAVED ENTRANCE AND
 AJ6055'THE 0 METER POINT STRAIGHT AHEAD.
 AJ6055'
 AJ6055'THE 0-METER POINT IS A STANDARD NATIONAL GEODETIC SURVEY (NGS)
 AJ6055'CALIBRATION BASE LINE DISK STAMPED--0 1997--, SET IN THE TOP OF A 30
 AJ6055'CM (12 IN) DIAMETER CONCRETE POST, FLUSH WITH THE SURFACE OF THE
 AJ6055'GROUND. IT IS 22.9 M (71.1 FT) WEST OF THE CENTERLINE OF THE
 AJ6055'SOUTHBOUND LANES OF US HIGHWAY 113, 6.6 M (21.7 FT) WEST OF THE
 AJ6055'SOUTHWEST CORNER OF THE PAVED ENTRANCE, AND 5.2 M (17.1 FT) EAST
 AJ6055'OF AN ORANGE FIBERGLASS WITNESS POST.
 AJ6055'
 AJ6055'USER NOTES- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AJ6055'ELEVATIONS ARE FOR CBL USE ONLY.
 AJ6055'
 AJ6055'IMPORTANT NOTE- AT THE TIME OF ESTABLISHMENT, EACH OF THE CBL MARKS
 AJ6055'WAS SURROUNDED BY A LOOSE FILL OF OLD GRAVEL AND ASPHALT.  THIS
 AJ6055'MATERIAL IS UNSUITABLE FOR STABLE SETUPS. DRIVE PIPE OR WOODEN STAKES
 AJ6055'TO SUPPORT TRIPODS LEGS.
 AJ6055'
 AJ6055'THIS CALIBRATION BASE LINE WAS ESTABLISHED WITH ASSISTANCE FROM THE
 AJ6055'DELAWARE DEPARTMENT OF TRANSPORTATION AND THE NATIONAL GEODETIC SURVEY
 AJ6055'GEODETIC ADVISOR FOR THE STATE OF DELAWARE. FOR MORE INFORMATION
 AJ6055'PLEASE CONTACT MR JOHN WINKLER, DELAWARE DEPARTMENT OF TRANSPORTATION,
 AJ6055'AT (302) 760-2344.
 AJ6055
 AJ6055                          STATION RECOVERY (2011)
 AJ6055
 AJ6055'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2011 (BRC)
 AJ6055'RECOVERED IN GOOD CONDITION.  ADD THE FOLLOWING-THE MARK IS LOCATED
 AJ6055'ABOUT 7.0 MI (11.3 KM) WEST OF MILTON, 6.2 MI (10.0 KM)
 AJ6055'NORTH-NORTHWEST OF GEORGETOWN AND 2.7 MI (4.3 KM) SOUTH-SOUTHWEST OF
 AJ6055'ELLENDALE.
 AJ6055'
 AJ6055'TO REACH FROM THE INTERSECTION OF US HIGHWAY 113 (DUPONT BLVD) AND
 AJ6055'STATE ROUTE 16 (BEACH HWY), PROCEED SOUTH ALONG US HIGHWAY 113 (DUPONT
 AJ6055'BLVD) 2.55 MI (4.1 KM) TO THE MARK ON THE RIGHT.
 AJ6055'
 AJ6055'IT IS THE 0 METER STATION FOR THE ELLENDALE CBL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AJ6058 ***********************************************************************
 AJ6058  DESIGNATION -  ELLENDALE CBL 1100
 AJ6058  PID         -  AJ6058
 AJ6058  STATE/COUNTY-  DE/SUSSEX
 AJ6058  COUNTRY     -  US
 AJ6058  USGS QUAD   -  ELLENDALE (2016)
 AJ6058
 AJ6058                         *CURRENT SURVEY CONTROL
 AJ6058  ______________________________________________________________________
 AJ6058* NAD 83(1986) POSITION- 38 46 48.4    (N) 075 26 19.8    (W)   HD_HELD2
 AJ6058* NAVD 88 ORTHO HEIGHT -    13.761 (meters)       45.15  (feet) ADJUSTED
 AJ6058  ______________________________________________________________________
 AJ6058  GEOID HEIGHT    -        -35.495 (meters)                     GEOID18
 AJ6058  DYNAMIC HEIGHT  -         13.753 (meters)       45.12  (feet) COMP
 AJ6058  MODELED GRAVITY -    980,031.3   (mgal)                       NAVD 88
 AJ6058
 AJ6058  VERT ORDER      -  SECOND    CLASS I
 AJ6058
 AJ6058.The horizontal coordinates were established by autonomous hand held GPS
 AJ6058.observations and have an estimated accuracy of +/- 10 meters.
 AJ6058
 AJ6058.The orthometric height was determined by differential leveling and
 AJ6058.adjusted by the NATIONAL GEODETIC SURVEY
 AJ6058.in July 2011.
 AJ6058
 AJ6058.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ6058.GEOID18 height accuracy estimate available here.
 AJ6058
 AJ6058.Click photographs - Photos may exist for this station.
 AJ6058
 AJ6058.The dynamic height is computed by dividing the NAVD 88
 AJ6058.geopotential number by the normal gravity value computed on the
 AJ6058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6058.degrees latitude (g = 980.6199 gals.).
 AJ6058
 AJ6058.The modeled gravity was interpolated from observed gravity values.
 AJ6058
 AJ6058;                    North         East    Units  Estimated Accuracy
 AJ6058;SPC DE       -    86,595.      198,074.      MT  (+/- 10 meters HH2 GPS)
 AJ6058
 AJ6058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6188392467(NAD 83)
 AJ6058
 AJ6058                          SUPERSEDED SURVEY CONTROL
 AJ6058
 AJ6058.No superseded survey control is available for this station.
 AJ6058
 AJ6058_MARKER: DQ = CALIBRATION BASE LINE DISK
 AJ6058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6058_STAMPING: 1100 1997
 AJ6058_MARK LOGO: NGS
 AJ6058_PROJECTION: FLUSH
 AJ6058_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6058+STABILITY: SURFACE MOTION
 AJ6058_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ6058+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2011
 AJ6058
 AJ6058  HISTORY     - Date     Condition        Report By
 AJ6058  HISTORY     - 1997     MONUMENTED       NGS
 AJ6058  HISTORY     - 20110501 GOOD             DEDT
 AJ6058
 AJ6058                          STATION DESCRIPTION
 AJ6058
 AJ6058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997
 AJ6058'THE BASE LINE IS LOCATED ABOUT 4.3 KM (2.74 MI) SOUTH SOUTHEAST OF
 AJ6058'ELLENDALE, 9.2 KM (5.7 MI) NORTH NORTHWEST OF GEORGETOWN, AND 16.1 KM
 AJ6058'(10.0 MI) SOUTH OF MILFORD ALONG THE WEST SIDE OF U.S.HIGHWAY 113 IN A
 AJ6058'CLEARED AREA PARALLELING THE HIGHWAY.
 AJ6058'
 AJ6058'THE BASE LINE IS AN NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE
 AJ6058'SOUTH END. IT CONSISTS OF THE 0, 150, 400, AND 1100 METER POINTS.
 AJ6058'THERE IS NO 100-FOOT TAPE CALIBRATION STATION LOCATED AT THIS BASE
 AJ6058'LINE.
 AJ6058'
 AJ6058'TO REACH THE 0-METER POINT FROM INTERSECTION OF US HIGHWAY 113 AND
 AJ6058'STATE ROUTE 16 LOCATED JUST WEST OF ELLENDALE, GO SOUTH ON US HIGHWAY
 AJ6058'113 FOR 2.98 KM (1.85 MI) TO A CROSSOVER ON THE LEFT BETWEEN THE
 AJ6058'NORTHBOUND AND SOUTHBOUND LANES OF US HIGHWAY 113 AND A PAVED ENTRANCE
 AJ6058'ON THE RIGHT TO THE 1100 METER POINT. CONTINUE SOUTH ON US HIGHWAY 113
 AJ6058'FOR 0.72 KM (0.45 MI) TO ANOTHER CROSSOVER BETWEEN THE NORTHBOUND AND
 AJ6058'SOUTHBOUND LANES OF U.S.HIGHWAY 113 AND ANOTHER PAVED ENTRANCE ON THE
 AJ6058'RIGHT TO THE 400 METER POINT. CONTINUE SOUTH ON US HIGHWAY 113 FOR
 AJ6058'0.24 KM (0.15 MI) TO A PAVED ENTRANCE ON THE RIGHT TO THE 150 METER
 AJ6058'POINT.  CONTINUE SOUTH ON US HIGHWAY 113 FOR 0.16 KM (0.10 MI) TO A
 AJ6058'PAVED ENTRANCE ON THE RIGHT. TURN RIGHT INTO THE PAVED ENTRANCE AND
 AJ6058'THE 0 METER POINT STRAIGHT AHEAD.
 AJ6058'
 AJ6058'THE 1100-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 AJ6058'STAMPED--1100 1997--, SET IN THE TOP OF A 30 CM (12 IN) DIAMETER
 AJ6058'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 22.7 M
 AJ6058'(74.5 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF US HIGHWAY
 AJ6058'113, 7.8 M (25.6 FT) WEST OF THE NORTHWEST CORNER OF THE PAVED
 AJ6058'ENTRANCE, AND 7.0 M (23.0 FT) EAST OF AN ORANGE FIBERGLASS WITNESS
 AJ6058'POST.
 AJ6058'
 AJ6058'USER NOTES- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AJ6058'ELEVATIONS ARE FOR CBL USE ONLY.
 AJ6058'
 AJ6058'IMPORTANT NOTE- AT THE TIME OF ESTABLISHMENT, EACH OF THE CBL MARKS
 AJ6058'WAS SURROUNDED BY A LOOSE FILL OF OLD GRAVEL AND ASPHALT.  THIS
 AJ6058'MATERIAL IS UNSUITABLE FOR STABLE SETUPS. DRIVE PIPE OR WOODEN STAKES
 AJ6058'TO SUPPORT TRIPODS LEGS.
 AJ6058'
 AJ6058'THIS CALIBRATION BASE LINE WAS ESTABLISHED WITH ASSISTANCE FROM THE
 AJ6058'DELAWARE DEPARTMENT OF TRANSPORTATION AND THE NATIONAL GEODETIC SURVEY
 AJ6058'GEODETIC ADVISOR FOR THE STATE OF DELAWARE. FOR MORE INFORMATION
 AJ6058'PLEASE CONTACT MR JOHN WINKLER, DELAWARE DEPARTMENT OF TRANSPORTATION,
 AJ6058'AT (302) 760-2344.
 AJ6058
 AJ6058                          STATION RECOVERY (2011)
 AJ6058
 AJ6058'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2011 (BRC)
 AJ6058'RECOVERED IN GOOD CONDITION.
 AJ6058'
 AJ6058'NOTE-A NEW TO REACH AS FOLLOWS-THE MARK IS LOCATED ABOUT 6.9 MI (11.1
 AJ6058'KM) WEST OF MILTON, 6.8 MI (10.9 KM) NORTH-NORTHWEST OF GEORGETOWN AND
 AJ6058'2.0 MI (3.2 KM) SOUTH-SOUTHWEST OF ELLENDALE.
 AJ6058'
 AJ6058'TO REACH THE MARK FROM THE INTERSECTION OF US HIGHWAY 113 (DUPONT
 AJ6058'BLVD) AND STATE ROUTE 16 (BEACH HWY) LOCATED PROCEED SOUTH ON US
 AJ6058'HIGHWAY 113 (DUPONT BLVD) FOR 1.85 MI (3.0 KM) TO A CROSS-OVER ON THE
 AJ6058'LEFT BETWEEN THE NORTHBOUND AND SOUTHBOUND LANES OF US HIGHWAY 113 AND
 AJ6058'A PAVED ENTRANCE ON THE RIGHT TO THE 1100 M (3608.9 FT) POINT.  THIS
 AJ6058'IS THE 1100 M (3608.9 FT) MARK OF THE ELLENDALE CBL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AJ6056 ***********************************************************************
 AJ6056  DESIGNATION -  ELLENDALE CBL 150
 AJ6056  PID         -  AJ6056
 AJ6056  STATE/COUNTY-  DE/SUSSEX
 AJ6056  COUNTRY     -  US
 AJ6056  USGS QUAD   -  ELLENDALE (2016)
 AJ6056
 AJ6056                         *CURRENT SURVEY CONTROL
 AJ6056  ______________________________________________________________________
 AJ6056* NAD 83(1986) POSITION- 38 46 17.9    (N) 075 26 19.6    (W)   HD_HELD2
 AJ6056* NAVD 88 ORTHO HEIGHT -    13.711 (meters)       44.98  (feet) ADJUSTED
 AJ6056  ______________________________________________________________________
 AJ6056  GEOID HEIGHT    -        -35.506 (meters)                     GEOID18
 AJ6056  DYNAMIC HEIGHT  -         13.703 (meters)       44.96  (feet) COMP
 AJ6056  MODELED GRAVITY -    980,030.7   (mgal)                       NAVD 88
 AJ6056
 AJ6056  VERT ORDER      -  SECOND    CLASS I
 AJ6056
 AJ6056.The horizontal coordinates were established by autonomous hand held GPS
 AJ6056.observations and have an estimated accuracy of +/- 10 meters.
 AJ6056
 AJ6056.The orthometric height was determined by differential leveling and
 AJ6056.adjusted by the NATIONAL GEODETIC SURVEY
 AJ6056.in July 2011.
 AJ6056
 AJ6056.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ6056.GEOID18 height accuracy estimate available here.
 AJ6056
 AJ6056.Click photographs - Photos may exist for this station.
 AJ6056
 AJ6056.The dynamic height is computed by dividing the NAVD 88
 AJ6056.geopotential number by the normal gravity value computed on the
 AJ6056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6056.degrees latitude (g = 980.6199 gals.).
 AJ6056
 AJ6056.The modeled gravity was interpolated from observed gravity values.
 AJ6056
 AJ6056;                    North         East    Units  Estimated Accuracy
 AJ6056;SPC DE       -    85,655.      198,078.      MT  (+/- 10 meters HH2 GPS)
 AJ6056
 AJ6056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6188391526(NAD 83)
 AJ6056
 AJ6056                          SUPERSEDED SURVEY CONTROL
 AJ6056
 AJ6056.No superseded survey control is available for this station.
 AJ6056
 AJ6056_MARKER: DQ = CALIBRATION BASE LINE DISK
 AJ6056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6056_STAMPING: 150 1997
 AJ6056_MARK LOGO: NGS
 AJ6056_PROJECTION: FLUSH
 AJ6056_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6056+STABILITY: SURFACE MOTION
 AJ6056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ6056+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2011
 AJ6056
 AJ6056  HISTORY     - Date     Condition        Report By
 AJ6056  HISTORY     - 1997     MONUMENTED       NGS
 AJ6056  HISTORY     - 20110501 GOOD             DEDT
 AJ6056
 AJ6056                          STATION DESCRIPTION
 AJ6056
 AJ6056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997
 AJ6056'THE BASE LINE IS LOCATED ABOUT 4.3 KM (2.74 MI) SOUTH SOUTHEAST OF
 AJ6056'ELLENDALE, 9.2 KM (5.7 MI) NORTH NORTHWEST OF GEORGETOWN, AND 16.1 KM
 AJ6056'(10.0 MI) SOUTH OF MILFORD ALONG THE WEST SIDE OF U.S.HIGHWAY 113 IN A
 AJ6056'CLEARED AREA PARALLELING THE HIGHWAY.
 AJ6056'
 AJ6056'THE BASE LINE IS AN NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE
 AJ6056'SOUTH END. IT CONSISTS OF THE 0, 150, 400, AND 1100 METER POINTS.
 AJ6056'THERE IS NO 100-FOOT TAPE CALIBRATION STATION LOCATED AT THIS BASE
 AJ6056'LINE.
 AJ6056'
 AJ6056'TO REACH THE 0-METER POINT FROM INTERSECTION OF US HIGHWAY 113 AND
 AJ6056'STATE ROUTE 16 LOCATED JUST WEST OF ELLENDALE, GO SOUTH ON US HIGHWAY
 AJ6056'113 FOR 2.98 KM (1.85 MI) TO A CROSSOVER ON THE LEFT BETWEEN THE
 AJ6056'NORTHBOUND AND SOUTHBOUND LANES OF US HIGHWAY 113 AND A PAVED ENTRANCE
 AJ6056'ON THE RIGHT TO THE 1100 METER POINT. CONTINUE SOUTH ON US HIGHWAY 113
 AJ6056'FOR 0.72 KM (0.45 MI) TO ANOTHER CROSSOVER BETWEEN THE NORTHBOUND AND
 AJ6056'SOUTHBOUND LANES OF U.S.HIGHWAY 113 AND ANOTHER PAVED ENTRANCE ON THE
 AJ6056'RIGHT TO THE 400 METER POINT. CONTINUE SOUTH ON US HIGHWAY 113 FOR
 AJ6056'0.24 KM (0.15 MI) TO A PAVED ENTRANCE ON THE RIGHT TO THE 150 METER
 AJ6056'POINT.  CONTINUE SOUTH ON US HIGHWAY 113 FOR 0.16 KM (0.10 MI) TO A
 AJ6056'PAVED ENTRANCE ON THE RIGHT. TURN RIGHT INTO THE PAVED ENTRANCE AND
 AJ6056'THE 0 METER POINT STRAIGHT AHEAD.
 AJ6056'
 AJ6056'THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 AJ6056'STAMPED--150  1997--, SET IN THE TOP OF A 30 CM (12 IN) DIAMETER
 AJ6056'CONCRETE POST, FLUSH WITH THE SURFACE OF THE GROUND. IT IS 22.8 M
 AJ6056'(74.8 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF US
 AJ6056'HIGHWAY 113, 8.8 M (28.9 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE
 AJ6056'PAVED ENTRANCE, AND 7.4 M (24.3 FT) EAST OF AN ORANGE FIBERGLASS
 AJ6056'WITNESS POST.
 AJ6056'
 AJ6056'USER NOTES- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AJ6056'ELEVATIONS ARE FOR CBL USE ONLY.
 AJ6056'
 AJ6056'IMPORTANT NOTE- AT THE TIME OF ESTABLISHMENT, EACH OF THE CBL MARKS
 AJ6056'WAS SURROUNDED BY A LOOSE FILL OF OLD GRAVEL AND ASPHALT.  THIS
 AJ6056'MATERIAL IS UNSUITABLE FOR STABLE SETUPS. DRIVE PIPE OR WOODEN STAKES
 AJ6056'TO SUPPORT TRIPODS LEGS.
 AJ6056'
 AJ6056'THIS CALIBRATION BASE LINE WAS ESTABLISHED WITH ASSISTANCE FROM THE
 AJ6056'DELAWARE DEPARTMENT OF TRANSPORTATION AND THE NATIONAL GEODETIC SURVEY
 AJ6056'GEODETIC ADVISOR FOR THE STATE OF DELAWARE. FOR MORE INFORMATION
 AJ6056'PLEASE CONTACT MR JOHN WINKLER, DELAWARE DEPARTMENT OF TRANSPORTATION,
 AJ6056'AT (302) 760-2344.
 AJ6056
 AJ6056                          STATION RECOVERY (2011)
 AJ6056
 AJ6056'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2011 (BRC)
 AJ6056'RECOVERED IN GOOD CONDITION.  ADD THE FOLLOWING-THE MARK IS LOCATED
 AJ6056'ABOUT 7.0 MI (11.3 KM) WEST OF MILTON, 6.3 MI (10.1 KM)
 AJ6056'NORTH-NORTHWEST OF GEORGETOWN AND 2.6 MI (4.2 KM) SOUTH-SOUTHWEST OF
 AJ6056'ELLENDALE.
 AJ6056'
 AJ6056'TO REACH FROM THE INTERSECTION OF US HIGHWAY 113 (DUPONT BLVD) AND
 AJ6056'STATE ROUTE 16 (BEACH HWY) PROCEED SOUTH ALONG US HIGHWAY 113 2.5 MI
 AJ6056'(4.0 KM) TO THE MARK ON THE RIGHT.
 AJ6056'
 AJ6056'IT IS THE 150 M (492.1 FT) STATION OF THE ELLENDALE CBL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AJ6057 ***********************************************************************
 AJ6057  DESIGNATION -  ELLENDALE CBL 400
 AJ6057  PID         -  AJ6057
 AJ6057  STATE/COUNTY-  DE/SUSSEX
 AJ6057  COUNTRY     -  US
 AJ6057  USGS QUAD   -  ELLENDALE (2016)
 AJ6057
 AJ6057                         *CURRENT SURVEY CONTROL
 AJ6057  ______________________________________________________________________
 AJ6057* NAD 83(1986) POSITION- 38 46 26.1    (N) 075 26 19.6    (W)   HD_HELD2
 AJ6057* NAVD 88 ORTHO HEIGHT -    13.286 (meters)       43.59  (feet) ADJUSTED
 AJ6057  ______________________________________________________________________
 AJ6057  GEOID HEIGHT    -        -35.503 (meters)                     GEOID18
 AJ6057  DYNAMIC HEIGHT  -         13.278 (meters)       43.56  (feet) COMP
 AJ6057  MODELED GRAVITY -    980,030.9   (mgal)                       NAVD 88
 AJ6057
 AJ6057  VERT ORDER      -  SECOND    CLASS I
 AJ6057
 AJ6057.The horizontal coordinates were established by autonomous hand held GPS
 AJ6057.observations and have an estimated accuracy of +/- 10 meters.
 AJ6057
 AJ6057.The orthometric height was determined by differential leveling and
 AJ6057.adjusted by the NATIONAL GEODETIC SURVEY
 AJ6057.in July 2011.
 AJ6057
 AJ6057.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ6057.GEOID18 height accuracy estimate available here.
 AJ6057
 AJ6057.Click photographs - Photos may exist for this station.
 AJ6057
 AJ6057.The dynamic height is computed by dividing the NAVD 88
 AJ6057.geopotential number by the normal gravity value computed on the
 AJ6057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6057.degrees latitude (g = 980.6199 gals.).
 AJ6057
 AJ6057.The modeled gravity was interpolated from observed gravity values.
 AJ6057
 AJ6057;                    North         East    Units  Estimated Accuracy
 AJ6057;SPC DE       -    85,908.      198,079.      MT  (+/- 10 meters HH2 GPS)
 AJ6057
 AJ6057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6188491779(NAD 83)
 AJ6057
 AJ6057                          SUPERSEDED SURVEY CONTROL
 AJ6057
 AJ6057.No superseded survey control is available for this station.
 AJ6057
 AJ6057_MARKER: DQ = CALIBRATION BASE LINE DISK
 AJ6057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6057_STAMPING: 400 1997
 AJ6057_MARK LOGO: NGS
 AJ6057_PROJECTION: FLUSH
 AJ6057_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6057+STABILITY: SURFACE MOTION
 AJ6057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ6057+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2011
 AJ6057
 AJ6057  HISTORY     - Date     Condition        Report By
 AJ6057  HISTORY     - 1997     MONUMENTED       NGS
 AJ6057  HISTORY     - 20110501 GOOD             DEDT
 AJ6057
 AJ6057                          STATION DESCRIPTION
 AJ6057
 AJ6057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997
 AJ6057'THE BASE LINE IS LOCATED ABOUT 4.3 KM (2.74 MI) SOUTH SOUTHEAST OF
 AJ6057'ELLENDALE, 9.2 KM (5.7 MI) NORTH NORTHWEST OF GEORGETOWN, AND 16.1 KM
 AJ6057'(10.0 MI) SOUTH OF MILFORD ALONG THE WEST SIDE OF U.S.HIGHWAY 113 IN A
 AJ6057'CLEARED AREA PARALLELING THE HIGHWAY.
 AJ6057'
 AJ6057'THE BASE LINE IS AN NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE
 AJ6057'SOUTH END. IT CONSISTS OF THE 0, 150, 400, AND 1100 METER POINTS.
 AJ6057'THERE IS NO 100-FOOT TAPE CALIBRATION STATION LOCATED AT THIS BASE
 AJ6057'LINE.
 AJ6057'
 AJ6057'TO REACH THE 0-METER POINT FROM INTERSECTION OF US HIGHWAY 113 AND
 AJ6057'STATE ROUTE 16 LOCATED JUST WEST OF ELLENDALE, GO SOUTH ON US HIGHWAY
 AJ6057'113 FOR 2.98 KM (1.85 MI) TO A CROSSOVER ON THE LEFT BETWEEN THE
 AJ6057'NORTHBOUND AND SOUTHBOUND LANES OF US HIGHWAY 113 AND A PAVED ENTRANCE
 AJ6057'ON THE RIGHT TO THE 1100 METER POINT. CONTINUE SOUTH ON US HIGHWAY 113
 AJ6057'FOR 0.72 KM (0.45 MI) TO ANOTHER CROSSOVER BETWEEN THE NORTHBOUND AND
 AJ6057'SOUTHBOUND LANES OF U.S.HIGHWAY 113 AND ANOTHER PAVED ENTRANCE ON THE
 AJ6057'RIGHT TO THE 400 METER POINT. CONTINUE SOUTH ON US HIGHWAY 113 FOR
 AJ6057'0.24 KM (0.15 MI) TO A PAVED ENTRANCE ON THE RIGHT TO THE 150 METER
 AJ6057'POINT.  CONTINUE SOUTH ON US HIGHWAY 113 FOR 0.16 KM (0.10 MI) TO A
 AJ6057'PAVED ENTRANCE ON THE RIGHT. TURN RIGHT INTO THE PAVED ENTRANCE AND
 AJ6057'THE 0 METER POINT STRAIGHT AHEAD.
 AJ6057'
 AJ6057'THE 400-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 AJ6057'STAMPED--400  1997--, SET IN THE TOP OF A 30 CM (12 IN) DIAMETER
 AJ6057'CONCRETE POST, FLUSH WITH THE SURFACE OF THE GROUND. IT IS 22.73 M
 AJ6057'(74.6 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF US HIGHWAY
 AJ6057'113, 13.4 M (44.0 FT) NORTHWEST OF A TWO FOOT PINE TREE SOUTH OF THE
 AJ6057'ENTRANCE, 7.35 M (24.1 FT) EAST OF AN ORANGE FIBERGLASS WITNESS POST.
 AJ6057'
 AJ6057'USER NOTES- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AJ6057'ELEVATIONS ARE FOR CBL USE ONLY.
 AJ6057'
 AJ6057'IMPORTANT NOTE- AT THE TIME OF ESTABLISHMENT, EACH OF THE CBL MARKS
 AJ6057'WAS SURROUNDED BY A LOOSE FILL OF OLD GRAVEL AND ASPHALT.  THIS
 AJ6057'MATERIAL IS UNSUITABLE FOR STABLE SETUPS. DRIVE PIPE OR WOODEN STAKES
 AJ6057'TO SUPPORT TRIPODS LEGS.
 AJ6057'
 AJ6057'THIS CALIBRATION BASE LINE WAS ESTABLISHED WITH ASSISTANCE FROM THE
 AJ6057'DELAWARE DEPARTMENT OF TRANSPORTATION AND THE NATIONAL GEODETIC SURVEY
 AJ6057'GEODETIC ADVISOR FOR THE STATE OF DELAWARE. FOR MORE INFORMATION
 AJ6057'PLEASE CONTACT MR JOHN WINKLER, DELAWARE DEPARTMENT OF TRANSPORTATION,
 AJ6057'AT (302) 760-2344.
 AJ6057
 AJ6057                          STATION RECOVERY (2011)
 AJ6057
 AJ6057'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2011 (BRC)
 AJ6057'RECOVERED IN GOOD CONDITION.  ADD THE FOLLOWING-THE MARK IS LOCATED
 AJ6057'ABOUT 6.9 MI (11.1 KM) WEST OF MILTON, 6.5 MI (10.5 KM)
 AJ6057'NORTH-NORTHWEST OF GEORGETOWN AND 2.4 MI (3.9 KM) SOUTH-SOUTHWEST OF
 AJ6057'ELLENDALE.
 AJ6057'
 AJ6057'TO REACH FROM THE INTERSECTION OF US HIGHWAY 113 (DUPONT BLVD) AND
 AJ6057'STATE ROUTE 16 (BEACH HWY) PROCEED SOUTH ALONG US HIGHWAY 113 (DUPONT
 AJ6057'BLVD) 2.3 MI (3.7 KM) TO THE MARK ON THE RIGHT.
 AJ6057'
 AJ6057'IT IS THE 400 M (1312.3 FT) STATION OF THE ELLENDALE CBL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2525 ***********************************************************************
 JU2525  DESIGNATION -  ELLIOTT
 JU2525  PID         -  JU2525
 JU2525  STATE/COUNTY-  DE/NEW CASTLE
 JU2525  COUNTRY     -  US
 JU2525  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2525
 JU2525                         *CURRENT SURVEY CONTROL
 JU2525  ______________________________________________________________________
 JU2525* NAD 83(1991) POSITION- 39 43 08.80377(N) 075 30 37.08986(W)   ADJUSTED
 JU2525* NAVD 88 ORTHO HEIGHT -     2.1   (meters)        7.    (feet) VERTCON3
 JU2525  ______________________________________________________________________
 JU2525  GEOID HEIGHT    -        -33.030 (meters)                     GEOID18
 JU2525  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 JU2525  HORZ ORDER      -  THIRD
 JU2525
 JU2525.The horizontal coordinates were established by classical geodetic methods
 JU2525.and adjusted by the National Geodetic Survey in January 1992.
 JU2525
 JU2525.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2525
 JU2525.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2525.GEOID18 height accuracy estimate available here.
 JU2525
 JU2525.Click photographs - Photos may exist for this station.
 JU2525
 JU2525.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2525
 JU2525. The following values were computed from the NAD 83(1991) position.
 JU2525
 JU2525;                    North         East     Units Scale Factor Converg.
 JU2525;SPC DE       -   190,846.729   191,971.428   MT  0.99999579   -0 03 35.4
 JU2525;SPC DE       -   626,136.31    629,826.26   sFT  0.99999579   -0 03 35.4
 JU2525;SPC NJ       -    98,818.041    63,381.726   MT  0.99999234   -0 38 44.3
 JU2525;SPC NJ       -   324,205.52    207,944.88   sFT  0.99999234   -0 38 44.3
 JU2525;UTM  18      - 4,396,706.639   456,262.650   MT  0.99962355   -0 19 34.0
 JU2525
 JU2525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2525!SPC DE       -   1.00000485  x   0.99999579  =   1.00000064
 JU2525!SPC NJ       -   1.00000485  x   0.99999234  =   0.99999719
 JU2525!UTM  18      -   1.00000485  x   0.99962355  =   0.99962840
 JU2525
 JU2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5626296706(NAD 83)
 JU2525
 JU2525                          SUPERSEDED SURVEY CONTROL
 JU2525
 JU2525  NAD 83(1986)-  39 43 08.79947(N)    075 30 37.09520(W) AD(       ) 3
 JU2525  NGVD 29 (06/08/88)    2.4    (m)            8.     (f) VERT ANG       
 JU2525
 JU2525.Superseded values are not recommended for survey control.
 JU2525
 JU2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2525.See file dsdata.pdf to determine how the superseded data were derived.
 JU2525
 JU2525_MARKER: DD = SURVEY DISK
 JU2525_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU2525+WITH SETTING: PAVEMENT
 JU2525_SP_SET: LIGHT BASE
 JU2525_STAMPING: ELLIOTT 1982
 JU2525_MARK LOGO: NOS
 JU2525_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2525+STABILITY: SURFACE MOTION
 JU2525
 JU2525  HISTORY     - Date     Condition        Report By
 JU2525  HISTORY     - 1982     MONUMENTED       NOS
 JU2525
 JU2525                          STATION DESCRIPTION
 JU2525
 JU2525'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU2525'THE STATION IS LOCATED IN WILMINGTON ON CHERRY ISLAND ON THE
 JU2525'CONCRETE BASE FOR THE CHRISTINA RIVER NORTH ENTRANCE LIGHT.
 JU2525'
 JU2525'TO REACH THE STATION FROM THE MOUTH OF THE CHRISTINA RIVER,
 JU2525'GO NORTH BY BOAT TO THE NORTH ENTRANCE LIGHT AND THE STATION.
 JU2525'
 JU2525'THE STATION IS A STANDARD NOS DISK STAMPED---ELLIOTT 1982---,
 JU2525'SET INTO THE TOP OF AND FLUSH WITH THE CONCRETE SLAB BASE OF
 JU2525'THE LIGHT.  IT IS LOCATED 1.437 METERS (4.72 FT) NORTHWEST
 JU2525'FROM THE SOUTHEAST CORNER OF THE SLAB, 1.427 METERS (4.68 FT)
 JU2525'SOUTHWEST FROM THE NORTHEAST CORNER OF THE SLAB, AND 0.944
 JU2525'METERS (3.10 FT) EAST FROM THE CENTER OF THE LIGHT.
 JU2525'
 JU2525'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.73 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3679 ***********************************************************************
 JU3679  DESIGNATION -  ELM
 JU3679  PID         -  JU3679
 JU3679  STATE/COUNTY-  DE/NEW CASTLE
 JU3679  COUNTRY     -  US
 JU3679  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3679
 JU3679                         *CURRENT SURVEY CONTROL
 JU3679  ______________________________________________________________________
 JU3679* NAD 83(1991) POSITION- 39 44 25.13213(N) 075 33 48.84255(W)   ADJUSTED
 JU3679* NAVD 88 ORTHO HEIGHT -    11.    (meters)       36.    (feet) SCALED
 JU3679  ______________________________________________________________________
 JU3679  GEOID HEIGHT    -        -32.923 (meters)                     GEOID18
 JU3679  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 JU3679  HORZ ORDER      -  SECOND
 JU3679
 JU3679.The horizontal coordinates were established by classical geodetic methods
 JU3679.and adjusted by the National Geodetic Survey in January 1992.
 JU3679
 JU3679.The orthometric height was scaled from a topographic map.
 JU3679
 JU3679.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3679.GEOID18 height accuracy estimate available here.
 JU3679
 JU3679.Click photographs - Photos may exist for this station.
 JU3679
 JU3679.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3679
 JU3679. The following values were computed from the NAD 83(1991) position.
 JU3679
 JU3679;                    North         East     Units Scale Factor Converg.
 JU3679;SPC DE       -   193,206.926   187,408.252   MT  0.99999695   -0 05 38.1
 JU3679;SPC DE       -   633,879.72    614,855.24   sFT  0.99999695   -0 05 38.1
 JU3679;UTM  18      - 4,399,087.141   451,712.180   MT  0.99962871   -0 21 37.1
 JU3679
 JU3679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3679!SPC DE       -   1.00000349  x   0.99999695  =   1.00000044
 JU3679!UTM  18      -   1.00000349  x   0.99962871  =   0.99963220
 JU3679
 JU3679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5171299087(NAD 83)
 JU3679
 JU3679                          SUPERSEDED SURVEY CONTROL
 JU3679
 JU3679  NAD 83(1986)-  39 44 25.12853(N)    075 33 48.84925(W) AD(       ) 2
 JU3679  NAD 27      -  39 44 24.71900(N)    075 33 50.12800(W) AD(       ) 2
 JU3679
 JU3679.Superseded values are not recommended for survey control.
 JU3679
 JU3679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3679.See file dsdata.pdf to determine how the superseded data were derived.
 JU3679
 JU3679_MARKER: DE = TRAVERSE STATION DISK
 JU3679_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU3679_SP_SET: SIDEWALK
 JU3679_STAMPING: ELM 1959
 JU3679_MARK LOGO: CGS
 JU3679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3679
 JU3679  HISTORY     - Date     Condition        Report By
 JU3679  HISTORY     - 1959     MONUMENTED       CGS
 JU3679  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU3679
 JU3679                          STATION DESCRIPTION
 JU3679
 JU3679'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU3679'STATION UNOCCUPIED.
 JU3679'
 JU3679'STATION IS LOCATED AT THE INTERSECTION
 JU3679'OF SOUTH JACKSON STREET AND ELM STREET 19-1/2 FEET SOUTHWEST
 JU3679'OF APPROXIMATE CENTERLINE OF ELM STREET, 21 FEET
 JU3679'NORTH-NORTHWEST OF A APPROXIMATE CENTERLINE OF SOUTH
 JU3679'JACKSON, 54-1/2 FEET SOUTHWEST OF STEPS OF WILMINGTON BOYS
 JU3679'CLUB BUILDING.  THE MARK IS A STANDARD TRAVERSE DISK SET IN A
 JU3679'DRILLHOLE IN CONCRETE SIDEWALK.  THE MARK IS FLUSH AND THE
 JU3679'DISK IS STAMPED ELM 1959.
 JU3679
 JU3679                          STATION RECOVERY (2013)
 JU3679
 JU3679'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3679'BELIEVED TO BE DESTROYED IN CONSTRUCTION OF HANDICAP ACCESIBLE
 JU3679'SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0922 ***********************************************************************
 HU0922  DESIGNATION -  F 10 RESET
 HU0922  PID         -  HU0922
 HU0922  STATE/COUNTY-  DE/SUSSEX
 HU0922  COUNTRY     -  US
 HU0922  USGS QUAD   -  HICKMAN (2016)
 HU0922
 HU0922                         *CURRENT SURVEY CONTROL
 HU0922  ______________________________________________________________________
 HU0922* NAD 83(1986) POSITION- 38 47 46.     (N) 075 41 50.     (W)   SCALED
 HU0922* NAVD 88 ORTHO HEIGHT -    11.24  (+/-2cm)       36.9   (feet) VERTCON3
 HU0922  ______________________________________________________________________
 HU0922  GEOID HEIGHT    -        -35.265 (meters)                     GEOID18
 HU0922  VERT ORDER      -  THIRD (See Below)
 HU0922
 HU0922.The horizontal coordinates were scaled from a map and have
 HU0922.an estimated accuracy of +/- 6 seconds.
 HU0922
 HU0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU0922
 HU0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0922.GEOID18 height accuracy estimate available here.
 HU0922
 HU0922.The vertical order pertains to the NGVD 29 superseded value.
 HU0922
 HU0922.Click photographs - Photos may exist for this station.
 HU0922
 HU0922;                    North         East    Units  Estimated Accuracy
 HU0922;SPC DE       -    88,410.      175,630.      MT  (+/- 180 meters Scaled)
 HU0922
 HU0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH394943(NAD 83)
 HU0922
 HU0922                          SUPERSEDED SURVEY CONTROL
 HU0922
 HU0922  NGVD 29 (??/??/??)   11.48   (m)           37.7    (f) RESET       3  
 HU0922
 HU0922.Superseded values are not recommended for survey control.
 HU0922
 HU0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0922.See file dsdata.pdf to determine how the superseded data were derived.
 HU0922
 HU0922_MARKER: DB = BENCH MARK DISK
 HU0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0922_STAMPING: F 10 1942
 HU0922_MARK LOGO: CGS
 HU0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0922+STABILITY: SURFACE MOTION
 HU0922
 HU0922  HISTORY     - Date     Condition        Report By
 HU0922  HISTORY     - 1958     MONUMENTED       CGS
 HU0922  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0922  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0922
 HU0922                          STATION DESCRIPTION
 HU0922
 HU0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 HU0922'6.2 MI NW FROM BRIDGEVILLE.
 HU0922'0.2 MILE NORTHWEST ALONG HIGHWAY 404 FROM THE WOODENHAWK BRIDGE,
 HU0922'AT WOODENHAWK, SUSSEX COUNTY, 22.9 FEET SOUTHWEST OF THE CENTERLINE
 HU0922'OF THE HIGHWAY, 6.3 FEET SOUTHEAST OF R.E.A. CO-OP NUMBER 10-S58,
 HU0922'2.0 FEET NORTH OF A STANDARD REFERENCE POST, ABOUT 2.0 FEET
 HU0922'HIGHER THAN THE HIGHWAY.  NOTE-- U.S. COAST AND GEODETIC BENCHMARK
 HU0922'STAMPED AS SHOWN ABOVE, MOVED 30,000 FEET IN A NORTHWESTERLY
 HU0922'DIRECTION PARALLED TO CENTERLINE OF ORIGINAL CONCRETE ROAD ROUTE
 HU0922'404 AND PLACED ON NORTHWEST RIGHT-OF-WAY LINE OF 404.  RIGHT
 HU0922'ANGLES TO AND 30,000 FEET DISTANT FROM BASELINE SURVEY STATION
 HU0922'327+01.  ORIGINAL ELEVATION OF BENCH MARK RETAINED IN NEW LOCATION.
 HU0922
 HU0922                          STATION RECOVERY (1981)
 HU0922
 HU0922'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0922'MARK NOT FOUND.
 HU0922
 HU0922                          STATION RECOVERY (2013)
 HU0922
 HU0922'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0922'INADEQUATE DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0849 ***********************************************************************
 HU0849  DESIGNATION -  F 11
 HU0849  PID         -  HU0849
 HU0849  STATE/COUNTY-  DE/KENT
 HU0849  COUNTRY     -  US
 HU0849  USGS QUAD   -  HARRINGTON (2016)
 HU0849
 HU0849                         *CURRENT SURVEY CONTROL
 HU0849  ______________________________________________________________________
 HU0849* NAD 83(1986) POSITION- 38 58 07.     (N) 075 37 20.     (W)   SCALED
 HU0849* NAVD 88 ORTHO HEIGHT -    18.336 (meters)       60.16  (feet) ADJUSTED
 HU0849  ______________________________________________________________________
 HU0849  GEOID HEIGHT    -        -34.931 (meters)                     GEOID18
 HU0849  DYNAMIC HEIGHT  -         18.325 (meters)       60.12  (feet) COMP
 HU0849  MODELED GRAVITY -    980,050.9   (mgal)                       NAVD 88
 HU0849
 HU0849  VERT ORDER      -  SECOND    CLASS 0
 HU0849
 HU0849.The horizontal coordinates were scaled from a map and have
 HU0849.an estimated accuracy of +/- 6 seconds.
 HU0849
 HU0849.The orthometric height was determined by differential leveling and
 HU0849.adjusted by the NATIONAL GEODETIC SURVEY
 HU0849.in June 1991.
 HU0849
 HU0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0849.GEOID18 height accuracy estimate available here.
 HU0849
 HU0849.Click photographs - Photos may exist for this station.
 HU0849
 HU0849.The dynamic height is computed by dividing the NAVD 88
 HU0849.geopotential number by the normal gravity value computed on the
 HU0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0849.degrees latitude (g = 980.6199 gals.).
 HU0849
 HU0849.The modeled gravity was interpolated from observed gravity values.
 HU0849
 HU0849;                    North         East    Units  Estimated Accuracy
 HU0849;SPC DE       -   107,540.      182,190.      MT  (+/- 180 meters Scaled)
 HU0849
 HU0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ460134(NAD 83)
 HU0849
 HU0849                          SUPERSEDED SURVEY CONTROL
 HU0849
 HU0849  NGVD 29 (11/26/84)   18.576  (m)           60.94   (f) ADJUSTED    2 0
 HU0849
 HU0849.Superseded values are not recommended for survey control.
 HU0849
 HU0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0849.See file dsdata.pdf to determine how the superseded data were derived.
 HU0849
 HU0849_MARKER: DB = BENCH MARK DISK
 HU0849_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HU0849_SP_SET: CULVERT
 HU0849_STAMPING: F 11 1942
 HU0849_MARK LOGO: CGS
 HU0849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0849
 HU0849  HISTORY     - Date     Condition        Report By
 HU0849  HISTORY     - 1942     MONUMENTED       CGS
 HU0849  HISTORY     - 1964     GOOD             CGS
 HU0849  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0849  HISTORY     - 19910903 MARK NOT FOUND   USGS
 HU0849  HISTORY     - 20120326 MARK NOT FOUND   DELCOS
 HU0849
 HU0849                          STATION DESCRIPTION
 HU0849
 HU0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0849'0.2 MI W FROM MASTERS CORNER.
 HU0849'0.2 MILE WEST ALONG A PAVED ROAD FROM THE INTERSECTION OF A MACADAM
 HU0849'ROAD AT MASTERS CORNER, KENT COUNTY, 12 FEET SOUTH OF POLE 11,
 HU0849'AT AN 18 INCH CORRUGATED IRON PIPE CULVERT, IN THE NORTH END OF
 HU0849'THE WEST HEADWALL, AND 23 FEET NORTH OF THE CENTERLINE OF THE
 HU0849'ROAD.  A STANDARD DISK, STAMPED F 11 1942.
 HU0849
 HU0849                          STATION RECOVERY (1964)
 HU0849
 HU0849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HU0849'RECOVERED IN GOOD CONDITION.
 HU0849
 HU0849                          STATION RECOVERY (1981)
 HU0849
 HU0849'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0849'MARK NOT FOUND.
 HU0849
 HU0849                          STATION RECOVERY (1991)
 HU0849
 HU0849'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 HU0849'MARK NOT FOUND.
 HU0849
 HU0849                          STATION RECOVERY (2012)
 HU0849
 HU0849'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0849'HEADWALL HAS BEEN PAVED OVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1298 ***********************************************************************
 JU1298  DESIGNATION -  F 12
 JU1298  PID         -  JU1298
 JU1298  STATE/COUNTY-  DE/KENT
 JU1298  COUNTRY     -  US
 JU1298  USGS QUAD   -  MARYDEL (2016)
 JU1298
 JU1298                         *CURRENT SURVEY CONTROL
 JU1298  ______________________________________________________________________
 JU1298* NAD 83(1986) POSITION- 39 03 35.     (N) 075 38 12.     (W)   SCALED
 JU1298* NAVD 88 ORTHO HEIGHT -    16.388 (meters)       53.77  (feet) ADJUSTED
 JU1298  ______________________________________________________________________
 JU1298  GEOID HEIGHT    -        -34.588 (meters)                     GEOID18
 JU1298  DYNAMIC HEIGHT  -         16.378 (meters)       53.73  (feet) COMP
 JU1298  MODELED GRAVITY -    980,066.5   (mgal)                       NAVD 88
 JU1298
 JU1298  VERT ORDER      -  SECOND    CLASS 0
 JU1298
 JU1298.The horizontal coordinates were scaled from a map and have
 JU1298.an estimated accuracy of +/- 6 seconds.
 JU1298
 JU1298.The orthometric height was determined by differential leveling and
 JU1298.adjusted by the NATIONAL GEODETIC SURVEY
 JU1298.in June 1991.
 JU1298
 JU1298.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1298.GEOID18 height accuracy estimate available here.
 JU1298
 JU1298.Click photographs - Photos may exist for this station.
 JU1298
 JU1298.The dynamic height is computed by dividing the NAVD 88
 JU1298.geopotential number by the normal gravity value computed on the
 JU1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1298.degrees latitude (g = 980.6199 gals.).
 JU1298
 JU1298.The modeled gravity was interpolated from observed gravity values.
 JU1298
 JU1298;                    North         East    Units  Estimated Accuracy
 JU1298;SPC DE       -   117,660.      180,960.      MT  (+/- 180 meters Scaled)
 JU1298
 JU1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ449235(NAD 83)
 JU1298
 JU1298                          SUPERSEDED SURVEY CONTROL
 JU1298
 JU1298  NGVD 29 (11/26/84)   16.625  (m)           54.54   (f) ADJUSTED    2 0
 JU1298
 JU1298.Superseded values are not recommended for survey control.
 JU1298
 JU1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1298.See file dsdata.pdf to determine how the superseded data were derived.
 JU1298
 JU1298_MARKER: DB = BENCH MARK DISK
 JU1298_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU1298_SP_SET: CULVERT HEADWALL
 JU1298_STAMPING: F 12 1942
 JU1298_MARK LOGO: CGS
 JU1298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1298
 JU1298  HISTORY     - Date     Condition        Report By
 JU1298  HISTORY     - 1942     MONUMENTED       CGS
 JU1298  HISTORY     - 20111121 MARK NOT FOUND   DELCOS
 JU1298
 JU1298                          STATION DESCRIPTION
 JU1298
 JU1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JU1298'1 MI E FROM PETERSBURG.
 JU1298'THIS MARK IS ABOUT 1.05 MILES EAST ALONG HIGHWAY 10 FROM THE
 JU1298'T JUNCTION OF HIGHWAY 10 AND A DIRT ROAD WHICH RUNS SOUTHEAST TO
 JU1298'VIOLA, AT PETERSBURG, KENT COUNTY, 14.3 FEET NORTHWEST OF THE
 JU1298'CENTER LINE OF HIGHWAY 10, AT THE T JUNCTION OF HIGHWAY 10 AND
 JU1298'A PAVED ROAD WHICH RUNS SOUTHEAST OF WOODSIDE, SET IN THE
 JU1298'NORTHEAST END OF THE NORTHWEST HEADWALL OF A 28-INCH CORRUGATED
 JU1298'IRON PIPE CULVERT.
 JU1298
 JU1298                          STATION RECOVERY (2011)
 JU1298
 JU1298'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 JU1298'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1299 ***********************************************************************
 JU1299  DESIGNATION -  F 12 RESET
 JU1299  PID         -  JU1299
 JU1299  STATE/COUNTY-  DE/KENT
 JU1299  COUNTRY     -  US
 JU1299  USGS QUAD   -  MARYDEL (2016)
 JU1299
 JU1299                         *CURRENT SURVEY CONTROL
 JU1299  ______________________________________________________________________
 JU1299* NAD 83(1986) POSITION- 39 03 35.     (N) 075 38 12.     (W)   SCALED
 JU1299* NAVD 88 ORTHO HEIGHT -    16.29  (meters)       53.4   (feet) RESET
 JU1299  ______________________________________________________________________
 JU1299  GEOID HEIGHT    -        -34.588 (meters)                     GEOID18
 JU1299  VERT ORDER      -  THIRD
 JU1299
 JU1299.The horizontal coordinates were scaled from a map and have
 JU1299.an estimated accuracy of +/- 6 seconds.
 JU1299
 JU1299.The orthometric height was computed from unverified reset data.
 JU1299
 JU1299.No vertical observational check was made to the station.
 JU1299
 JU1299.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1299.GEOID18 height accuracy estimate available here.
 JU1299
 JU1299.Click photographs - Photos may exist for this station.
 JU1299
 JU1299;                    North         East    Units  Estimated Accuracy
 JU1299;SPC DE       -   117,660.      180,960.      MT  (+/- 180 meters Scaled)
 JU1299
 JU1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ449235(NAD 83)
 JU1299
 JU1299                          SUPERSEDED SURVEY CONTROL
 JU1299
 JU1299  NGVD 29 (??/??/??)   16.53   (m)           54.2    (f) RESET       3  
 JU1299
 JU1299.Superseded values are not recommended for survey control.
 JU1299
 JU1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1299.See file dsdata.pdf to determine how the superseded data were derived.
 JU1299
 JU1299_MARKER: DB = BENCH MARK DISK
 JU1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1299_STAMPING: F 12 RESET 1959
 JU1299_MARK LOGO: CGS
 JU1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1299+STABILITY: SURFACE MOTION
 JU1299
 JU1299  HISTORY     - Date     Condition        Report By
 JU1299  HISTORY     - 1959     MONUMENTED       DEDHT
 JU1299  HISTORY     - 1967     MARK NOT FOUND   CGS
 JU1299  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1299
 JU1299                          STATION DESCRIPTION
 JU1299
 JU1299'DESCRIBED BY DE DEPT OF HIGHWAYS 1959
 JU1299'1 MI E FROM PETERSBURG.
 JU1299'1.0 MILE EAST ALONG STATE HIGHWAY 10 FROM THE T-JUNCTION OF A
 JU1299'SURFACE TREATED ROAD LEADING SOUTHEAST TO VIOLA, AT PETERSBURG,
 JU1299'AT THE T-JUNCTION OF A PAVED ROAD LEADING SOUTHEAST TO WOODSIDE,
 JU1299'36.50 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY 10, 28 FEET
 JU1299'NORTHEAST OF A 12 INCH WILD CHERRY TREE, AND SET IN THE TOP OF A
 JU1299'CONCRETE POST.
 JU1299
 JU1299                          STATION RECOVERY (1967)
 JU1299
 JU1299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JU1299'MARK NOT FOUND.
 JU1299
 JU1299                          STATION RECOVERY (1981)
 JU1299
 JU1299'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1299'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1024 ***********************************************************************
 JU1024  DESIGNATION -  F 14
 JU1024  PID         -  JU1024
 JU1024  STATE/COUNTY-  DE/KENT
 JU1024  COUNTRY     -  US
 JU1024  USGS QUAD   -  LITTLE CREEK (2016)
 JU1024
 JU1024                         *CURRENT SURVEY CONTROL
 JU1024  ______________________________________________________________________
 JU1024* NAD 83(2011) POSITION- 39 12 19.84230(N) 075 29 51.94099(W)   ADJUSTED
 JU1024* NAD 83(2011) ELLIP HT-   -28.212 (meters)        (12/20/17)   ADJUSTED
 JU1024* NAD 83(2011) EPOCH   -  2010.00
 JU1024* NAVD 88 ORTHO HEIGHT -     6.044 (meters)       19.83  (feet) ADJUSTED
 JU1024  ______________________________________________________________________
 JU1024  GEOID HEIGHT    -        -34.257 (meters)                     GEOID18
 JU1024  NAD 83(2011) X  -  1,239,296.688 (meters)                     COMP
 JU1024  NAD 83(2011) Y  - -4,791,232.466 (meters)                     COMP
 JU1024  NAD 83(2011) Z  -  4,010,004.289 (meters)                     COMP
 JU1024  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC18
 JU1024  DYNAMIC HEIGHT  -          6.041 (meters)       19.82  (feet) COMP
 JU1024  MODELED GRAVITY -    980,096.6   (mgal)                       NAVD 88
 JU1024
 JU1024  VERT ORDER      -  FIRST     CLASS II
 JU1024
 JU1024  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU1024  Standards:
 JU1024         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU1024            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU1024  -------------------------------------------------------------------
 JU1024  NETWORK    0.82   0.88           0.35   0.32   0.45      0.12190564
 JU1024  -------------------------------------------------------------------
 JU1024  Click here for local accuracies and other accuracy information.
 JU1024
 JU1024.The horizontal coordinates were established by GPS observations
 JU1024.and adjusted by the MASER CONSULTING in December 2017.
 JU1024
 JU1024.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU1024.been affixed to the stable North American tectonic plate. See 
 JU1024.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU1024
 JU1024.The horizontal coordinates are valid at the epoch date displayed above
 JU1024.which is a decimal equivalence of Year/Month/Day.
 JU1024
 JU1024.The orthometric height was determined by differential leveling and
 JU1024.adjusted by the NATIONAL GEODETIC SURVEY
 JU1024.in January 2013.
 JU1024
 JU1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1024.GEOID18 height accuracy estimate available here.
 JU1024
 JU1024.Click photographs - Photos may exist for this station.
 JU1024
 JU1024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1024
 JU1024.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1024
 JU1024.The ellipsoidal height was determined by GPS observations
 JU1024.and is referenced to NAD 83.
 JU1024
 JU1024.The dynamic height is computed by dividing the NAVD 88
 JU1024.geopotential number by the normal gravity value computed on the
 JU1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1024.degrees latitude (g = 980.6199 gals.).
 JU1024
 JU1024.The modeled gravity was interpolated from observed gravity values.
 JU1024
 JU1024. The following values were computed from the NAD 83(2011) position.
 JU1024
 JU1024;                    North         East     Units Scale Factor Converg.
 JU1024;SPC DE       -   133,823.819   192,995.458   MT  0.99999560   -0 03 04.5
 JU1024;SPC DE       -   439,053.65    633,185.93   sFT  0.99999560   -0 03 04.5
 JU1024;UTM  18      - 4,339,700.851   457,022.823   MT  0.99962274   -0 18 52.7
 JU1024
 JU1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1024!SPC DE       -   1.00000443  x   0.99999560  =   1.00000003
 JU1024!UTM  18      -   1.00000443  x   0.99962274  =   0.99962716
 JU1024
 JU1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5702239700(NAD 83)
 JU1024
 JU1024                          SUPERSEDED SURVEY CONTROL
 JU1024
 JU1024  NAVD 88 (06/15/91)    6.034  (m)           19.80   (f) SUPERSEDED  3 0
 JU1024  NGVD 29 (11/26/84)    6.259  (m)           20.53   (f) ADJUSTED    3 0
 JU1024
 JU1024.Superseded values are not recommended for survey control.
 JU1024
 JU1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1024.See file dsdata.pdf to determine how the superseded data were derived.
 JU1024
 JU1024_MARKER: DB = BENCH MARK DISK
 JU1024_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU1024_STAMPING: F 14 1946
 JU1024_MARK LOGO: CGS
 JU1024_PROJECTION: RECESSED 10 CENTIMETERS
 JU1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1024+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 JU1024
 JU1024  HISTORY     - Date     Condition        Report By
 JU1024  HISTORY     - 1946     MONUMENTED       CGS
 JU1024  HISTORY     - 1956     MARK NOT FOUND   CGS
 JU1024  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1024  HISTORY     - 20100124 GOOD             BECMOR
 JU1024  HISTORY     - 20110822 GOOD             USFWS
 JU1024  HISTORY     - 20120321 GOOD             DELCOS
 JU1024
 JU1024                          STATION DESCRIPTION
 JU1024
 JU1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JU1024'4.1 MI NW FROM LITTLE CREEK.
 JU1024'4.1 MILES NORTHWEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 JU1024'THE ROAD LEADING EAST (TO PORT MAHON LIGHTHOUSE) AT LITTLE
 JU1024'CREEK, KENT COUNTY, AT THE T-JUNCTION OF A ROAD LEADING SOUTHWEST,
 JU1024'27 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET
 JU1024'NORTH OF A POWER-LINE POLE, 4.5 FEET WEST OF A
 JU1024'NORTHWEST-AND-SOUTHEAST FENCE, 3 FEET WEST OF A 12-INCH SYCAMORE
 JU1024'TREE, AND 1 FOOT FROM A WHITE WOODEN WITNESS POST.  A STANDARD
 JU1024'DISK, STAMPED F 14 1946 AND SET IN THE TOP OF A CONCRETE-FILLED
 JU1024'GALVANIZED-IRON PIPE PROJECTING 1 INCH ABOVE GROUND.
 JU1024
 JU1024                          STATION RECOVERY (1981)
 JU1024
 JU1024'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1024'MARK NOT FOUND.
 JU1024
 JU1024                          STATION RECOVERY (2010)
 JU1024
 JU1024'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1024'OPUS-RS (SPC 0700 2007) N=133823M E=192995M
 JU1024
 JU1024                          STATION RECOVERY (2011)
 JU1024
 JU1024'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2011 (JCW)
 JU1024'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHEAST OF
 JU1024'WYOMING, 3.8 MI (6.1 KM) NORTHWEST OF LITTLE CREEK AND 3.6 MI (5.8 KM)
 JU1024'NORTH-NORTHEAST OF DOVER.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 JU1024'
 JU1024'TO REACH FROM THE POST OFFICE IN LITTLE CREEK, PROCEED NORTHWESTERLY
 JU1024'ALONG MAIN STREET, DELAWARE ROUTE 9 FOR 0.4 MI (0.6 KM) TO BAYSIDE
 JU1024'DRIVE, DELAWARE ROUTE 9.  CONTINUE STRAIGHT ALONG BAYSIDE DRIVE FOR
 JU1024'3.6 MI (5.8 KM) TO THE STATION ON THE RIGHT, OPPOSITE PERSOMMON TREE
 JU1024'LANE ON THE LEFT.
 JU1024'
 JU1024'IT IS 47.97 M (157.4 FT) SOUTHEAST OF A UTILITY POLE NUMBERED 107,
 JU1024'8.63 M (28.3 FT) EAST OF THE CENTERLINE INTERSECTION OF BAYSIDE DRIVE,
 JU1024'DELAWARE ROUTE 9 AND PERSIMMON TREE LANE, 3.73 M (12.2 FT)
 JU1024'WEST-NORTHWEST OF A UTILITY POLE, 3.72 M (12.2 FT) NORTHEAST OF THE
 JU1024'EAST EDGE OF PAVEMENT OF BAYSIDE DRIVE AND 1.5 M (4.9 FT) EAST OF THE
 JU1024'NORTHERLY METAL SIGN POST FOR ROUTE 9 NORTH.
 JU1024
 JU1024                          STATION RECOVERY (2012)
 JU1024
 JU1024'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1024'POWER POLE MENTIONED IN DESCRIPTION HAS NUMBER 106/AD43, DIRECTLY
 JU1024'ACROSS FROM PERSIMMON LANE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0907 ***********************************************************************
 JU0907  DESIGNATION -  F 21
 JU0907  PID         -  JU0907
 JU0907  STATE/COUNTY-  DE/NEW CASTLE
 JU0907  COUNTRY     -  US
 JU0907  USGS QUAD   -  MARCUS HOOK (2019)
 JU0907
 JU0907                         *CURRENT SURVEY CONTROL
 JU0907  ______________________________________________________________________
 JU0907* NAD 83(1986) POSITION- 39 47 17.     (N) 075 29 46.     (W)   SCALED
 JU0907* NAVD 88 ORTHO HEIGHT -    66.335 (meters)      217.63  (feet) POSTED
 JU0907  ______________________________________________________________________
 JU0907  GEOID HEIGHT    -        -32.903 (meters)                     GEOID18
 JU0907  DYNAMIC HEIGHT  -         66.30  (meters)      217.5   (feet) COMP
 JU0907  MODELED GRAVITY -    980,174.5   (mgal)                       NAVD 88
 JU0907
 JU0907  VERT ORDER      -  * POSTED, SEE BELOW
 JU0907
 JU0907.The horizontal coordinates were scaled from a map and have
 JU0907.an estimated accuracy of +/- 6 seconds.
 JU0907
 JU0907.The orthometric height was determined by differential leveling
 JU0907.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU0907
 JU0907.* This is a POSTED BENCH MARK height.
 JU0907
 JU0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0907.GEOID18 height accuracy estimate available here.
 JU0907
 JU0907.Click photographs - Photos may exist for this station.
 JU0907
 JU0907.The dynamic height is computed by dividing the NAVD 88
 JU0907.geopotential number by the normal gravity value computed on the
 JU0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0907.degrees latitude (g = 980.6199 gals.).
 JU0907
 JU0907.The modeled gravity was interpolated from observed gravity values.
 JU0907
 JU0907;                    North         East    Units  Estimated Accuracy
 JU0907;SPC DE       -   198,500.      193,200.      MT  (+/- 180 meters Scaled)
 JU0907
 JU0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK575043(NAD 83)
 JU0907
 JU0907                          SUPERSEDED SURVEY CONTROL
 JU0907
 JU0907  NGVD 29 (11/26/84)   66.681  (m)          218.77   (f) ADJUSTED    2 0
 JU0907
 JU0907.Superseded values are not recommended for survey control.
 JU0907
 JU0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0907.See file dsdata.pdf to determine how the superseded data were derived.
 JU0907
 JU0907_MARKER: DB = BENCH MARK DISK
 JU0907_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0907_SP_SET: BRIDGE
 JU0907_STAMPING: F 21 1959
 JU0907_MARK LOGO: CGS
 JU0907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0907
 JU0907  HISTORY     - Date     Condition        Report By
 JU0907  HISTORY     - 1959     MONUMENTED       CGS
 JU0907
 JU0907                          STATION DESCRIPTION
 JU0907
 JU0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU0907'3 MI NE FROM WILMINGTON.
 JU0907'3.05 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JU0907'THE OVERPASS OVER CONCORD PIKE (U.S. HIGHWAY 202) AT WILMINGTON,
 JU0907'ABOUT 80 YARDS WEST OF MILE POST P 21 - B 75, AT CROSSING OF A
 JU0907'STEEL TOWER POWER TRANSMISSION LINE, ACROSS TRACK FROM MILEAGE
 JU0907'POLE NO. 21+2, IN THE TOP OF NORTHEAST END OF NORTHWEST CONCRETE
 JU0907'HEAD WALL OF A 20-FOOT CONCRETE BRIDGE ON STONE MASONRY ABUTMENTS
 JU0907'OVER STONEY CREEK, 19.7 FEET NORTHWEST OF NORTHWEST RAIL OF
 JU0907'NORTHWEST TRACK AND 2 FEET BELOW LEVEL OF TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1472 ***********************************************************************
 JU1472  DESIGNATION -  F 22
 JU1472  PID         -  JU1472
 JU1472  STATE/COUNTY-  DE/NEW CASTLE
 JU1472  COUNTRY     -  US
 JU1472  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1472
 JU1472                         *CURRENT SURVEY CONTROL
 JU1472  ______________________________________________________________________
 JU1472* NAD 83(1986) POSITION- 39 43 27.     (N) 075 33 21.     (W)   SCALED
 JU1472* NAVD 88 ORTHO HEIGHT -     2.723 (meters)        8.93  (feet) POSTED
 JU1472  ______________________________________________________________________
 JU1472  GEOID HEIGHT    -        -32.966 (meters)                     GEOID18
 JU1472  DYNAMIC HEIGHT  -          2.72  (meters)        8.9   (feet) COMP
 JU1472  MODELED GRAVITY -    980,173.3   (mgal)                       NAVD 88
 JU1472
 JU1472  VERT ORDER      -  * POSTED, SEE BELOW
 JU1472
 JU1472.The horizontal coordinates were scaled from a map and have
 JU1472.an estimated accuracy of +/- 6 seconds.
 JU1472
 JU1472.The orthometric height was determined by differential leveling
 JU1472.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU1472
 JU1472.* This is a POSTED BENCH MARK height.
 JU1472
 JU1472.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1472.GEOID18 height accuracy estimate available here.
 JU1472
 JU1472.Click photographs - Photos may exist for this station.
 JU1472
 JU1472.The dynamic height is computed by dividing the NAVD 88
 JU1472.geopotential number by the normal gravity value computed on the
 JU1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1472.degrees latitude (g = 980.6199 gals.).
 JU1472
 JU1472.The modeled gravity was interpolated from observed gravity values.
 JU1472
 JU1472;                    North         East    Units  Estimated Accuracy
 JU1472;SPC DE       -   191,410.      188,070.      MT  (+/- 180 meters Scaled)
 JU1472
 JU1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ523972(NAD 83)
 JU1472
 JU1472                          SUPERSEDED SURVEY CONTROL
 JU1472
 JU1472  NGVD 29 (11/26/84)    3.075  (m)           10.09   (f) ADJUSTED    2 0
 JU1472
 JU1472.Superseded values are not recommended for survey control.
 JU1472
 JU1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1472.See file dsdata.pdf to determine how the superseded data were derived.
 JU1472
 JU1472_MARKER: DB = BENCH MARK DISK
 JU1472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1472_SP_SET: OVERPASS PIER
 JU1472_STAMPING: F 22 1959
 JU1472_MARK LOGO: CGS
 JU1472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1472
 JU1472  HISTORY     - Date     Condition        Report By
 JU1472  HISTORY     - 1959     MONUMENTED       CGS
 JU1472  HISTORY     - 1975     GOOD             LOCENG
 JU1472  HISTORY     - 1981     GOOD             UDE
 JU1472  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 JU1472
 JU1472                          STATION DESCRIPTION
 JU1472
 JU1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1472'2.4 MI NE FROM FARNHURST.
 JU1472'2.45 MILES NORTHEAST ALONG U.S. HIGHWAY 13 FROM THE OVERPASS OVER
 JU1472'PENNSYLVANIA RAILROAD AT FARNHURST, ABOUT 1.0 MILE SOUTH ALONG
 JU1472'MARKET STREET (U.S. HIGHWAY 13) FROM OVERPASS OF CITY LINE OF
 JU1472'P.R.R. OVER MARKET STREET, ABOUT 0.4 MILE NORTH ALONG HIGHWAY 13
 JU1472'FROM JUNCTION OF ALTERNATE HIGHWAY 13 AND ROGERS STREET, BELOW
 JU1472'AND NEAR THE CENTER OF OVERPASS OF U.S. HIGHWAY 13 OVER THE P.R.R.
 JU1472'FREIGHT LINE TRACKS, SET VERTICALLY IN THE CENTER OF NORTH FACE
 JU1472'OF CENTER PIER OF HIGHWAY OVERPASS, (AT TRACK LEVEL), 12 FEET
 JU1472'SOUTH OF SOUTH RAIL OF SOUTH TRACK AND ABOUT 2 1/2 FEET ABOVE
 JU1472'LEVEL OF TRACK.
 JU1472
 JU1472                          STATION RECOVERY (1975)
 JU1472
 JU1472'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JU1472'RECOVERED IN GOOD CONDITION.
 JU1472
 JU1472                          STATION RECOVERY (1981)
 JU1472
 JU1472'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1472'RECOVERED IN GOOD CONDITION.
 JU1472
 JU1472                          STATION RECOVERY (2003)
 JU1472
 JU1472'RECOVERY NOTE BY US POWER SQUADRON 2003 (DWG)
 JU1472'DISK REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1697 ***********************************************************************
 JU1697  DESIGNATION -  F 23
 JU1697  PID         -  JU1697
 JU1697  STATE/COUNTY-  DE/NEW CASTLE
 JU1697  COUNTRY     -  US
 JU1697  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1697
 JU1697                         *CURRENT SURVEY CONTROL
 JU1697  ______________________________________________________________________
 JU1697* NAD 83(1986) POSITION- 39 41 02.     (N) 075 37 08.     (W)   SCALED
 JU1697* NAVD 88 ORTHO HEIGHT -     7.557 (meters)       24.79  (feet) ADJUSTED
 JU1697  ______________________________________________________________________
 JU1697  GEOID HEIGHT    -        -33.007 (meters)                     GEOID18
 JU1697  DYNAMIC HEIGHT  -          7.553 (meters)       24.78  (feet) COMP
 JU1697  MODELED GRAVITY -    980,166.3   (mgal)                       NAVD 88
 JU1697
 JU1697  VERT ORDER      -  SECOND    CLASS 0
 JU1697
 JU1697.The horizontal coordinates were scaled from a map and have
 JU1697.an estimated accuracy of +/- 6 seconds.
 JU1697
 JU1697.The orthometric height was determined by differential leveling and
 JU1697.adjusted by the NATIONAL GEODETIC SURVEY
 JU1697.in June 1991.
 JU1697
 JU1697.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1697.GEOID18 height accuracy estimate available here.
 JU1697
 JU1697.Click photographs - Photos may exist for this station.
 JU1697
 JU1697.The dynamic height is computed by dividing the NAVD 88
 JU1697.geopotential number by the normal gravity value computed on the
 JU1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1697.degrees latitude (g = 980.6199 gals.).
 JU1697
 JU1697.The modeled gravity was interpolated from observed gravity values.
 JU1697
 JU1697;                    North         East    Units  Estimated Accuracy
 JU1697;SPC DE       -   186,950.      182,650.      MT  (+/- 180 meters Scaled)
 JU1697
 JU1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ469928(NAD 83)
 JU1697
 JU1697                          SUPERSEDED SURVEY CONTROL
 JU1697
 JU1697  NGVD 29 (11/26/84)    7.904  (m)           25.93   (f) ADJUSTED    2 0
 JU1697
 JU1697.Superseded values are not recommended for survey control.
 JU1697
 JU1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1697.See file dsdata.pdf to determine how the superseded data were derived.
 JU1697
 JU1697_MARKER: DB = BENCH MARK DISK
 JU1697_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU1697_SP_SET: CULVERT HEADWALL
 JU1697_STAMPING: F 23 1959
 JU1697_MARK LOGO: CGS
 JU1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1697+STABILITY: SURFACE MOTION
 JU1697
 JU1697  HISTORY     - Date     Condition        Report By
 JU1697  HISTORY     - 1959     MONUMENTED       CGS
 JU1697  HISTORY     - 1976     GOOD             LOCSUR
 JU1697  HISTORY     - 1981     GOOD             UDE
 JU1697  HISTORY     - 19900110 MARK NOT FOUND   USGS
 JU1697  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1697
 JU1697                          STATION DESCRIPTION
 JU1697
 JU1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1697'2 MI SW FROM NEWPORT.
 JU1697'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 41 FROM THE HIGHWAY BRIDGE
 JU1697'OVER CHRISTINA RIVER AT NEWPORT, THENCE ABOUT 1.75 MILES SOUTHWEST
 JU1697'ALONG AIRPORT ROAD (FORMERLY HOG SWAMP ROAD), 0.4 MILE NORTHEAST
 JU1697'OF THE JUNCTION OF CHURCHMANS ROAD LEADING NORTHWEST (OLD
 JU1697'CHURCHMANS ROAD), 0.65 MILE NORTHEAST OF THE JUNCTION OF NEW
 JU1697'CHURCHMANS ROAD, 17 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 JU1697'AIRPORT ROAD, 27 1/2 FEET SOUTHWEST OF THE CENTER LINE OF A BLACK
 JU1697'TOP FIRE LANE LEADING SOUTHEAST AND UPHILL THROUGH GATE TO NEW
 JU1697'CASTLE COUNTY AIRPORT, IN TOP OF THE SOUTHWEST END OF THE ANGLE
 JU1697'SHAPED HEAD WALL AND CATCH BASIN FOR A PIPE CULVERT, ABOUT 1 FOOT
 JU1697'ABOVE THE LEVEL OF AIRPORT ROAD.  THIS MARK CAN BE REACHED BY
 JU1697'GOING ABOUT 1.65 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE
 JU1697'JUNCTION OF STATE HIGHWAY 273 AT CHRISTIANA, THENCE ABOUT 1.85
 JU1697'MILES SOUTHEAST ALONG CHURCHMANS ROAD, THENCE ABOUT 0.4 MILE
 JU1697'NORTHEAST ALONG AIRPORT ROAD.
 JU1697
 JU1697                          STATION RECOVERY (1976)
 JU1697
 JU1697'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 JU1697'RECOVERED IN GOOD CONDITION.
 JU1697
 JU1697                          STATION RECOVERY (1981)
 JU1697
 JU1697'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1697'IT IS NOT A PAVED ROAD TO THE AIRPORT ANYMORE. IT IS A PAVED ROAD
 JU1697'INTO THE E.I. DUPONT DENEMOURS AND CO. TRANSPORTATION AND
 JU1697'DISTRIBUTION DEPT. THE ROAD IS NAMED SCHLEY RD. IT IS STILL ON THE
 JU1697'ANGULAR CULVERT HEADWALL.
 JU1697
 JU1697                          STATION RECOVERY (1990)
 JU1697
 JU1697'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 JU1697'MARK NOT FOUND.
 JU1697
 JU1697                          STATION RECOVERY (2013)
 JU1697
 JU1697'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1697'POSSIBLY DESTROYED, DUE TO NEW CONSTRUCTION IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0133 ***********************************************************************
 HU0133  DESIGNATION -  F 27
 HU0133  PID         -  HU0133
 HU0133  STATE/COUNTY-  DE/SUSSEX
 HU0133  COUNTRY     -  US
 HU0133  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU0133
 HU0133                         *CURRENT SURVEY CONTROL
 HU0133  ______________________________________________________________________
 HU0133* NAD 83(1991) POSITION- 38 43 17.42831(N) 075 07 29.83053(W)   ADJUSTED
 HU0133* NAD 83(1991) ELLIP HT-   -27.436 (meters)        (09/01/99)   ADJUSTED
 HU0133* NAVD 88 ORTHO HEIGHT -     8.046 (meters)       26.40  (feet) ADJUSTED
 HU0133  ______________________________________________________________________
 HU0133  GEOID HEIGHT    -        -35.675 (meters)                     GEOID18
 HU0133  NAD 83(1991) X  -  1,279,119.332 (meters)                     COMP
 HU0133  NAD 83(1991) Y  - -4,815,723.154 (meters)                     COMP
 HU0133  NAD 83(1991) Z  -  3,968,226.272 (meters)                     COMP
 HU0133  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 HU0133  DYNAMIC HEIGHT  -          8.041 (meters)       26.38  (feet) COMP
 HU0133  MODELED GRAVITY -    980,033.7   (mgal)                       NAVD 88
 HU0133
 HU0133  HORZ ORDER      -  THIRD
 HU0133  VERT ORDER      -  SECOND    CLASS 0
 HU0133  ELLP ORDER      -  FOURTH    CLASS I
 HU0133
 HU0133.The horizontal coordinates were established by GPS observations
 HU0133.and adjusted by the National Geodetic Survey in January 1992.
 HU0133
 HU0133.The orthometric height was determined by differential leveling and
 HU0133.adjusted by the NATIONAL GEODETIC SURVEY
 HU0133.in June 1991.
 HU0133
 HU0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0133.GEOID18 height accuracy estimate available here.
 HU0133
 HU0133.Click photographs - Photos may exist for this station.
 HU0133
 HU0133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU0133
 HU0133.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU0133
 HU0133.The ellipsoidal height was determined by GPS observations
 HU0133.and is referenced to NAD 83.
 HU0133
 HU0133.The dynamic height is computed by dividing the NAVD 88
 HU0133.geopotential number by the normal gravity value computed on the
 HU0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0133.degrees latitude (g = 980.6199 gals.).
 HU0133
 HU0133.The modeled gravity was interpolated from observed gravity values.
 HU0133
 HU0133. The following values were computed from the NAD 83(1991) position.
 HU0133
 HU0133;                    North         East     Units Scale Factor Converg.
 HU0133;SPC DE       -    80,129.764   225,368.771   MT  1.00000292   +0 10 56.9
 HU0133;SPC DE       -   262,892.40    739,397.38   sFT  1.00000292   +0 10 56.9
 HU0133;UTM  18      - 4,285,880.160   489,137.819   MT  0.99960145   -0 04 41.4
 HU0133
 HU0133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0133!SPC DE       -   1.00000430  x   1.00000292  =   1.00000722
 HU0133!UTM  18      -   1.00000430  x   0.99960145  =   0.99960575
 HU0133
 HU0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8913785880(NAD 83)
 HU0133
 HU0133                          SUPERSEDED SURVEY CONTROL
 HU0133
 HU0133  ELLIP H (01/27/92)  -27.483  (m)                       GP(       ) 4 1
 HU0133  NAD 83(1986)-  38 43 17.41511(N)    075 07 29.84674(W) AD(       ) 3
 HU0133  NAD 27      -  38 43 17.00190(N)    075 07 31.18815(W) AD(       ) 3
 HU0133  NGVD 29               8.28   (m)           27.2    (f) LEVELING    3  
 HU0133  NGVD 29 (11/26/84)    8.282  (m)           27.17   (f) ADJUSTED    2 0
 HU0133
 HU0133.Superseded values are not recommended for survey control.
 HU0133
 HU0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0133.See file dsdata.pdf to determine how the superseded data were derived.
 HU0133
 HU0133_MARKER: DB = BENCH MARK DISK
 HU0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0133_STAMPING: F 27 1961
 HU0133_MARK LOGO: CGS
 HU0133_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0133+STABILITY: SURFACE MOTION
 HU0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0133+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1989
 HU0133
 HU0133  HISTORY     - Date     Condition        Report By
 HU0133  HISTORY     - 1961     MONUMENTED       CGS
 HU0133  HISTORY     - 1981     GOOD             UDE
 HU0133  HISTORY     - 1988     GOOD             NGS
 HU0133  HISTORY     - 19890501 GOOD             SCS
 HU0133
 HU0133                          STATION DESCRIPTION
 HU0133
 HU0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HU0133'2.2 MI NW FROM REHOBOTH BEACH.
 HU0133'1.1 MILE WEST ON ALTERNATE HIGHWAY 14, (REHOBOTH AVENUE), FROM
 HU0133'THE POST OFFICE IN REHOBOTH BEACH, THENCE 1.15 MILE NORTHWEST ON
 HU0133'HIGHWAY 14 TO THE REHOBOTH AIRPORT.  78 FEET WEST OF THE SOUTHWEST
 HU0133'END OF THE OFFICE BUILDING, 68 FEET SOUTH OF THE CENTER LINE
 HU0133'OF THE BLACKTOPPED ROAD, 18.5 FEET NORTH OF THE FENCE BETWEEN
 HU0133'THE PARKING LOT AND THE AIR STRIP AND 3 FEET WEST OF A POWER
 HU0133'LINE POLE.  SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE
 HU0133'GROUND.
 HU0133
 HU0133                          STATION RECOVERY (1981)
 HU0133
 HU0133'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0133'NOTE--BURIED 8 IN BELOW SURFACE IN A FLOWER BED AROUND FLAG POLE AT
 HU0133'THE AIRPORT.  THE FLAG POLE USED TO BE THE OLD POWERLINE POLE.
 HU0133
 HU0133                          STATION RECOVERY (1988)
 HU0133
 HU0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 HU0133'THE STATION IS LOCATED ABOUT 3.5 KM (2.2 MI)
 HU0133'NORTHWEST OF REHOBOTH BEACH, ON THE SOUTHWEST SIDE OF A GRAVEL
 HU0133'PARKING LOT, AT THE TERMINAL BUILDING FOR THE ABANDONED REHOBOTH
 HU0133'AIRPORT, AND WEST-NORTHWEST FROM A WOODEN FLAG POLE.
 HU0133'OWNERSHIP--UNKNOWN.
 HU0133'
 HU0133'TO REACH THE STATION FROM THE NORTHWEST END OF THE U.S. HIGHWAY 1
 HU0133'BRIDGE, OVER THE LEWIS AND REHOBOTH CNAL, AT REHOBOTH BEACH, GO
 HU0133'NORTHWEST FOR 2.8 KM (1.7 MI) ON HIGHWAY 1 TO A PAVED ROAD ON THE
 HU0133'LEFT, AT THE NEW SIDE OF THE REHOBOTH BEACH VOLUNTEER FIRE COMPANY
 HU0133'INCORPORATED NO. 2.
 HU0133'TURN LEFT AND GO SOUTHWEST THEN NORTHWEST FOR 0.3 KM (0.2 MI) ON
 HU0133'THE PAVED ROAD TO THE STATION ON THE LEFT, AT THE WOODEN FLAG POLE
 HU0133'ON THE SOUTHWEST EDGE OF THE GRAVEL PARKING LOT FOR THE ABANDONED
 HU0133'AIRPORT TERMINAL BUILDING.
 HU0133'
 HU0133'THE STATION IS A STANDARD CGS DISK
 HU0133'STAMPED---F 27 1961---,
 HU0133'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HU0133'30 CM IN DIAMETER RECESSED 15 CM BELOW GROUND.  LOCATED
 HU0133'32.5 METERS (106.7 FT) WEST FROM THE POWER POLE NUMBER 6047506060,
 HU0133'20.9 METERS (68.5 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE PAVED
 HU0133'ROAD,
 HU0133'18.8 METERS (61.8 FT) SOUTH-SOUTHEAST FROM THE POWER POLE NUMBER
 HU0133'6046206061,
 HU0133'5.8 METERS (18.9 FT) NORTH-NORTHEAST FROM A FENCE,
 HU0133'1.0 METERS (3.3 FT) WEST-NORTHWEST FROM A WOODEN FLAG POLE, AND
 HU0133'0.3 METERS (1.0 FT) EAST-SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 HU0133'
 HU0133'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 HU0133
 HU0133                          STATION RECOVERY (1989)
 HU0133
 HU0133'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1989
 HU0133'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0103 ***********************************************************************
 HU0103  DESIGNATION -  F 28
 HU0103  PID         -  HU0103
 HU0103  STATE/COUNTY-  DE/SUSSEX
 HU0103  COUNTRY     -  US
 HU0103  USGS QUAD   -  BETHANY BEACH (2016)
 HU0103
 HU0103                         *CURRENT SURVEY CONTROL
 HU0103  ______________________________________________________________________
 HU0103* NAD 83(1986) POSITION- 38 32 43.     (N) 075 03 34.     (W)   SCALED
 HU0103* NAVD 88 ORTHO HEIGHT -     1.032 (meters)        3.39  (feet) ADJUSTED
 HU0103  ______________________________________________________________________
 HU0103  GEOID HEIGHT    -        -35.796 (meters)                     GEOID18
 HU0103  DYNAMIC HEIGHT  -          1.031 (meters)        3.38  (feet) COMP
 HU0103  MODELED GRAVITY -    980,029.0   (mgal)                       NAVD 88
 HU0103
 HU0103  VERT ORDER      -  SECOND    CLASS 0
 HU0103
 HU0103.The horizontal coordinates were scaled from a map and have
 HU0103.an estimated accuracy of +/- 6 seconds.
 HU0103
 HU0103.The orthometric height was determined by differential leveling and
 HU0103.adjusted by the NATIONAL GEODETIC SURVEY
 HU0103.in June 1991.
 HU0103
 HU0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0103.GEOID18 height accuracy estimate available here.
 HU0103
 HU0103.Click photographs - Photos may exist for this station.
 HU0103
 HU0103.The dynamic height is computed by dividing the NAVD 88
 HU0103.geopotential number by the normal gravity value computed on the
 HU0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0103.degrees latitude (g = 980.6199 gals.).
 HU0103
 HU0103.The modeled gravity was interpolated from observed gravity values.
 HU0103
 HU0103;                    North         East    Units  Estimated Accuracy
 HU0103;SPC DE       -    60,590.      231,140.      MT  (+/- 180 meters Scaled)
 HU0103
 HU0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH948663(NAD 83)
 HU0103
 HU0103                          SUPERSEDED SURVEY CONTROL
 HU0103
 HU0103  NGVD 29 (11/26/84)    1.269  (m)            4.16   (f) ADJUSTED    2 0
 HU0103
 HU0103.Superseded values are not recommended for survey control.
 HU0103
 HU0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0103.See file dsdata.pdf to determine how the superseded data were derived.
 HU0103
 HU0103_MARKER: DB = BENCH MARK DISK
 HU0103_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HU0103+WITH SETTING: PAVEMENT
 HU0103_SP_SET: BASE
 HU0103_STAMPING: F 28 1962
 HU0103_MARK LOGO: CGS
 HU0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0103+STABILITY: SURFACE MOTION
 HU0103
 HU0103  HISTORY     - Date     Condition        Report By
 HU0103  HISTORY     - 1962     MONUMENTED       CGS
 HU0103  HISTORY     - 1981     POOR             UDE
 HU0103
 HU0103                          STATION DESCRIPTION
 HU0103
 HU0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0103'0.5 MI N FROM BETHANY BEACH.
 HU0103'0.5 MILE NORTH ON STATE HIGHWAY 14 FROM ITS JUNCTION WITH STATE
 HU0103'HIGHWAY 26 IN BETHANY BEACH.  ON THE LANDING FIELD OF THE BETHANY
 HU0103'BEACH NATIONAL GUARD TRAINING CAMP.  137.5 FEET NORTHWEST OF THE
 HU0103'CENTER OF GATE TO LANDING FIELD, 54 FEET WEST OF A FENCE CORNER AND
 HU0103'ABOUT LEVEL WITH THE GROUND.  SET IN A DRILL HOLE IN THE SOUTHWEST
 HU0103'CORNER OF THE CONCRETE BASE OF THE NORTHWEST ONE OF 4 TWELVE INCH
 HU0103'GALVANIZED PIPES SET IN CONCRETE (THIS ONE IS USED FOR THE WIND
 HU0103'SOCK).
 HU0103
 HU0103                          STATION RECOVERY (1981)
 HU0103
 HU0103'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0103'NOTE--MARK IS TILTED CAUSE OF SETTLEMENT OF CONCRETE IT
 HU0103'IS MOUNTED IN, ONESIDE IS 4' LOWER THAN OTHER. USE W/CAUTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0082 ***********************************************************************
 HU0082  DESIGNATION -  F 29
 HU0082  PID         -  HU0082
 HU0082  STATE/COUNTY-  DE/SUSSEX
 HU0082  COUNTRY     -  US
 HU0082  USGS QUAD   -  LEWES (2016)
 HU0082
 HU0082                         *CURRENT SURVEY CONTROL
 HU0082  ______________________________________________________________________
 HU0082* NAD 83(2011) POSITION- 38 46 01.31533(N) 075 09 54.19777(W)   ADJUSTED
 HU0082* NAD 83(2011) ELLIP HT-   -31.163 (meters)        (12/20/17)   ADJUSTED
 HU0082* NAD 83(2011) EPOCH   -  2010.00
 HU0082* NAVD 88 ORTHO HEIGHT -     4.463 (meters)       14.64  (feet) ADJUSTED
 HU0082  ______________________________________________________________________
 HU0082  GEOID HEIGHT    -        -35.631 (meters)                     GEOID18
 HU0082  NAD 83(2011) X  -  1,274,937.903 (meters)                     COMP
 HU0082  NAD 83(2011) Y  - -4,813,557.061 (meters)                     COMP
 HU0082  NAD 83(2011) Z  -  3,972,165.513 (meters)                     COMP
 HU0082  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 HU0082  DYNAMIC HEIGHT  -          4.461 (meters)       14.64  (feet) COMP
 HU0082  MODELED GRAVITY -    980,037.3   (mgal)                       NAVD 88
 HU0082
 HU0082  VERT ORDER      -  FIRST     CLASS II
 HU0082
 HU0082  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU0082  Standards:
 HU0082         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU0082            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU0082  -------------------------------------------------------------------
 HU0082  NETWORK    0.72   0.69           0.32   0.26   0.35      0.01056970
 HU0082  -------------------------------------------------------------------
 HU0082  Click here for local accuracies and other accuracy information.
 HU0082
 HU0082.The horizontal coordinates were established by GPS observations
 HU0082.and adjusted by the MASER CONSULTING in December 2017.
 HU0082
 HU0082.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU0082.been affixed to the stable North American tectonic plate. See 
 HU0082.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU0082
 HU0082.The horizontal coordinates are valid at the epoch date displayed above
 HU0082.which is a decimal equivalence of Year/Month/Day.
 HU0082
 HU0082.The orthometric height was determined by differential leveling and
 HU0082.adjusted by the NATIONAL GEODETIC SURVEY
 HU0082.in June 1991.
 HU0082
 HU0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0082.GEOID18 height accuracy estimate available here.
 HU0082
 HU0082.Click photographs - Photos may exist for this station.
 HU0082
 HU0082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU0082
 HU0082.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU0082
 HU0082.The ellipsoidal height was determined by GPS observations
 HU0082.and is referenced to NAD 83.
 HU0082
 HU0082.The dynamic height is computed by dividing the NAVD 88
 HU0082.geopotential number by the normal gravity value computed on the
 HU0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0082.degrees latitude (g = 980.6199 gals.).
 HU0082
 HU0082.The modeled gravity was interpolated from observed gravity values.
 HU0082
 HU0082. The following values were computed from the NAD 83(2011) position.
 HU0082
 HU0082;                    North         East     Units Scale Factor Converg.
 HU0082;SPC DE       -    85,173.072   221,867.420   MT  1.00000089   +0 09 27.2
 HU0082;SPC DE       -   279,438.65    727,910.03   sFT  1.00000089   +0 09 27.2
 HU0082;UTM  18      - 4,290,937.328   485,660.849   MT  0.99960253   -0 06 12.1
 HU0082
 HU0082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0082!SPC DE       -   1.00000489  x   1.00000089  =   1.00000578
 HU0082!UTM  18      -   1.00000489  x   0.99960253  =   0.99960742
 HU0082
 HU0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8566090937(NAD 83)
 HU0082
 HU0082                          SUPERSEDED SURVEY CONTROL
 HU0082
 HU0082  NGVD 29 (11/26/84)    4.699  (m)           15.42   (f) ADJUSTED    1 2
 HU0082
 HU0082.Superseded values are not recommended for survey control.
 HU0082
 HU0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0082.See file dsdata.pdf to determine how the superseded data were derived.
 HU0082
 HU0082_MARKER: DB = BENCH MARK DISK
 HU0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0082_STAMPING: F 29 1962
 HU0082_MARK LOGO: CGS
 HU0082_PROJECTION: PROJECTING 3 CENTIMETERS
 HU0082_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0082+STABILITY: SURFACE MOTION
 HU0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0082+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2013
 HU0082
 HU0082  HISTORY     - Date     Condition        Report By
 HU0082  HISTORY     - 1962     MONUMENTED       CGS
 HU0082  HISTORY     - 1981     GOOD             UDE
 HU0082  HISTORY     - 1987     GOOD             USPSQD
 HU0082  HISTORY     - 19901102 GOOD             NGS
 HU0082  HISTORY     - 19951013 GOOD             NGS
 HU0082  HISTORY     - 20010218 GOOD             USPSQD
 HU0082  HISTORY     - 20120210 GOOD             DELCOS
 HU0082  HISTORY     - 20131014 GOOD             DELCOS
 HU0082
 HU0082                          STATION DESCRIPTION
 HU0082
 HU0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0082'1.8 MI SW FROM LEWES.
 HU0082'0.75 MILE NORTHWEST ON GILLS NECK ROAD FROM THE POST OFFICE AT
 HU0082'LEWES, THENCE 1.1 MILE SOUTHWEST ON NEW ROAD.  116 FEET NORTH OF
 HU0082'THE NORTH CORNER OF A 1 STORIED BRICK FARM HOUSE, 31 FEET
 HU0082'SOUTHEAST OF THE CENTER LINE OF NEW ROAD AND ON THE OUTSIDE OF
 HU0082'CURVE, 5.5 FEET SOUTHEAST OF POWER LINE POLE NO. LK3- 96, 2.5 FEET
 HU0082'NORTHWEST OF A WOODEN WITNESS POST AND 1 FOOT ABOVE THE LEVEL OF
 HU0082'THE ROAD.  SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HU0082
 HU0082                          STATION RECOVERY (1981)
 HU0082
 HU0082'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0082'NOTE--VERY BADLY OVERGROWN, A METAL WITNESS SITS NE AND ACROSS ROAD
 HU0082'FROM IT.
 HU0082
 HU0082                          STATION RECOVERY (1987)
 HU0082
 HU0082'RECOVERY NOTE BY US POWER SQUADRON 1987 (DAP)
 HU0082'RECOVERED IN GOOD CONDITION.
 HU0082
 HU0082                          STATION RECOVERY (1990)
 HU0082
 HU0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0082'1.2 KM (0.7 MI) NORTHWESTERLY ALONG FRONT STREET FROM THE POST OFFICE
 HU0082'IN LEWES, THENCE 1.9 KM (1.2 MI) SOUTHWESTERLY ALONG NEW ROAD, 34.6 M
 HU0082'(113.5 FT) WEST OF THE WEST CORNER OF A HOUSE, 9.8 M (32.2 FT)
 HU0082'SOUTHEAST OF AND LEVEL WITH THE ROAD CENTERLINE, 1.7 M (5.6 FT)
 HU0082'SOUTHEAST OF A UTILITY POLE WITH ONE GUY WIRE, 0.6 M (2.0 FT)
 HU0082'NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 HU0082'SURFACE.
 HU0082
 HU0082                          STATION RECOVERY (1995)
 HU0082
 HU0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 HU0082'RECOVERED AS DESCRIBED.
 HU0082
 HU0082                          STATION RECOVERY (2001)
 HU0082
 HU0082'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HU0082'RECOVERED IN GOOD CONDITION.
 HU0082
 HU0082                          STATION RECOVERY (2012)
 HU0082
 HU0082'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0082'RECOVERED IN GOOD CONDITION.
 HU0082
 HU0082                          STATION RECOVERY (2013)
 HU0082
 HU0082'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 HU0082'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0046 ***********************************************************************
 HU0046  TIDAL BM    -  This is a Tidal Bench Mark.
 HU0046  DESIGNATION -  F 30
 HU0046  PID         -  HU0046
 HU0046  STATE/COUNTY-  DE/SUSSEX
 HU0046  COUNTRY     -  US
 HU0046  USGS QUAD   -  MISPILLION RIVER (2016)
 HU0046
 HU0046                         *CURRENT SURVEY CONTROL
 HU0046  ______________________________________________________________________
 HU0046* NAD 83(1986) POSITION- 38 56 50.     (N) 075 18 55.     (W)   SCALED
 HU0046* NAVD 88 ORTHO HEIGHT -     1.890 (meters)        6.20  (feet) ADJUSTED
 HU0046  ______________________________________________________________________
 HU0046  GEOID HEIGHT    -        -35.290 (meters)                     GEOID18
 HU0046  DYNAMIC HEIGHT  -          1.889 (meters)        6.20  (feet) COMP
 HU0046  MODELED GRAVITY -    980,050.7   (mgal)                       NAVD 88
 HU0046
 HU0046  VERT ORDER      -  SECOND    CLASS 0
 HU0046
 HU0046.The horizontal coordinates were scaled from a map and have
 HU0046.an estimated accuracy of +/- 6 seconds.
 HU0046
 HU0046.The orthometric height was determined by differential leveling and
 HU0046.adjusted by the NATIONAL GEODETIC SURVEY
 HU0046.in June 1991.
 HU0046
 HU0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0046.GEOID18 height accuracy estimate available here.
 HU0046
 HU0046.This Tidal Bench Mark is designated as VM 3000
 HU0046.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 HU0046
 HU0046.Click photographs - Photos may exist for this station.
 HU0046
 HU0046.The dynamic height is computed by dividing the NAVD 88
 HU0046.geopotential number by the normal gravity value computed on the
 HU0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0046.degrees latitude (g = 980.6199 gals.).
 HU0046
 HU0046.The modeled gravity was interpolated from observed gravity values.
 HU0046
 HU0046;                    North         East    Units  Estimated Accuracy
 HU0046;SPC DE       -   105,150.      208,790.      MT  (+/- 180 meters Scaled)
 HU0046
 HU0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ726109(NAD 83)
 HU0046
 HU0046                          SUPERSEDED SURVEY CONTROL
 HU0046
 HU0046  NGVD 29 (11/26/84)    2.128  (m)            6.98   (f) ADJUSTED    2 0
 HU0046
 HU0046.Superseded values are not recommended for survey control.
 HU0046
 HU0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0046.See file dsdata.pdf to determine how the superseded data were derived.
 HU0046
 HU0046_MARKER: DB = BENCH MARK DISK
 HU0046_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HU0046_SP_SET: LIGHT TOWER FOOTING
 HU0046_STAMPING: F 30 1962
 HU0046_MARK LOGO: CGS
 HU0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0046+STABILITY: SURFACE MOTION
 HU0046
 HU0046  HISTORY     - Date     Condition        Report By
 HU0046  HISTORY     - 1962     MONUMENTED       CGS
 HU0046  HISTORY     - 1981     GOOD             UDE
 HU0046  HISTORY     - 20070625 MARK NOT FOUND   USACE
 HU0046
 HU0046                          STATION DESCRIPTION
 HU0046
 HU0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0046'7.5 MI E FROM MILFORD.
 HU0046'6.4 MILES EAST ALONG STATE HIGHWAY 36 FROM THE PENNSYLVANIA
 HU0046'RAILROAD STATION AT MILFORD, THENCE 1.1 MILE NORTH ON BLACKTOPPED
 HU0046'ROAD TO THE MISPILLION LIGHTHOUSE.  SET IN THE SOUTH CORNER OF THE
 HU0046'FOOTING FOR A LEG OF THE STEEL LIGHT TOWER.
 HU0046
 HU0046                          STATION RECOVERY (1981)
 HU0046
 HU0046'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0046'RECOVERED IN GOOD CONDITION.
 HU0046
 HU0046                          STATION RECOVERY (2007)
 HU0046
 HU0046'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2007 (SF)
 HU0046'STEEL LIGHT TOWER STILL EXISTS, HOWEVER, THERE IS A ROUND DEPRESSION
 HU0046'THE SIZE OF A STANDARD NGS DISK IN THE SOUTH CORNER OF THE FOOTING
 HU0046'DESCRIBED ABOVE.  IT APPEARS THAT THE DISK HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0188 ***********************************************************************
 HU0188  DESIGNATION -  F 33
 HU0188  PID         -  HU0188
 HU0188  STATE/COUNTY-  DE/SUSSEX
 HU0188  COUNTRY     -  US
 HU0188  USGS QUAD   -  ELLENDALE (2016)
 HU0188
 HU0188                         *CURRENT SURVEY CONTROL
 HU0188  ______________________________________________________________________
 HU0188* NAD 83(1986) POSITION- 38 49 00.8    (N) 075 24 41.6    (W)   HD_HELD2
 HU0188* NAVD 88 ORTHO HEIGHT -    14.838 (meters)       48.68  (feet) ADJUSTED
 HU0188  ______________________________________________________________________
 HU0188  GEOID HEIGHT    -        -35.463 (meters)                     GEOID18
 HU0188  DYNAMIC HEIGHT  -         14.830 (meters)       48.65  (feet) COMP
 HU0188  MODELED GRAVITY -    980,034.4   (mgal)                       NAVD 88
 HU0188
 HU0188  VERT ORDER      -  SECOND    CLASS II
 HU0188
 HU0188.The horizontal coordinates were established by autonomous hand held GPS
 HU0188.observations and have an estimated accuracy of +/- 10 meters.
 HU0188
 HU0188.The orthometric height was determined by differential leveling and
 HU0188.adjusted by the NATIONAL GEODETIC SURVEY
 HU0188.in June 1991.
 HU0188
 HU0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0188.GEOID18 height accuracy estimate available here.
 HU0188
 HU0188.Click photographs - Photos may exist for this station.
 HU0188
 HU0188.The dynamic height is computed by dividing the NAVD 88
 HU0188.geopotential number by the normal gravity value computed on the
 HU0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0188.degrees latitude (g = 980.6199 gals.).
 HU0188
 HU0188.The modeled gravity was interpolated from observed gravity values.
 HU0188
 HU0188;                    North         East    Units  Estimated Accuracy
 HU0188;SPC DE       -    90,678.      200,444.      MT  (+/- 10 meters HH2 GPS)
 HU0188
 HU0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6427096537(NAD 83)
 HU0188
 HU0188                          SUPERSEDED SURVEY CONTROL
 HU0188
 HU0188  NGVD 29 (11/26/84)   15.080  (m)           49.48   (f) ADJUSTED    2 0
 HU0188
 HU0188.Superseded values are not recommended for survey control.
 HU0188
 HU0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0188.See file dsdata.pdf to determine how the superseded data were derived.
 HU0188
 HU0188_MARKER: DB = BENCH MARK DISK
 HU0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0188_STAMPING: F 33 1962
 HU0188_MARK LOGO: CGS
 HU0188_PROJECTION: PROJECTING 5 CENTIMETERS
 HU0188_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0188+STABILITY: SURFACE MOTION
 HU0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0188+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2008
 HU0188
 HU0188  HISTORY     - Date     Condition        Report By
 HU0188  HISTORY     - 1962     MONUMENTED       CGS
 HU0188  HISTORY     - 1981     GOOD             UDE
 HU0188  HISTORY     - 20060623 GOOD             USPSQD
 HU0188  HISTORY     - 20080715 GOOD             DEDT
 HU0188
 HU0188                          STATION DESCRIPTION
 HU0188
 HU0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0188'1 MI NE FROM ELLENDALE.
 HU0188'0.15 MILE EAST ON STATE HIGHWAY 16 FROM THE PENNSYLVANIA RAILROAD
 HU0188'CROSSING AT ELLENDALE, THENCE 0.85 MILE NORTHEAST ON BLACKTOPPED
 HU0188'ROAD.  0.3 MILE SOUTHWEST OF A CROSS ROAD, 45.5 FEET NORTHEAST OF
 HU0188'THE CENTER OF A LANE LEADING TO A FARM HOUSE, 26.5 FEET SOUTHEAST
 HU0188'OF THE CENTER LINE OF BLACKTOPPED ROAD, 4.2 FEET SOUTHWEST OF A
 HU0188'POWER LINE POLE, 3 FEET NORTHWEST OF FENCE LINE, 2.5 FEET NORTHEAST
 HU0188'OF A METAL WITNESS POST AND ABOUT LEVEL WITH THE ROAD.  SET IN THE
 HU0188'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HU0188
 HU0188                          STATION RECOVERY (1981)
 HU0188
 HU0188'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0188'NOTE--HOUSE IS NO LONGER PRESENT, THE MARK IS NOW NEXT TO
 HU0188'POWER POLE DEC L-11-L 5.
 HU0188
 HU0188                          STATION RECOVERY (2006)
 HU0188
 HU0188'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 HU0188'UPDATE DESCRIPTION TO READ STATION IS FLUSH WITH GROUND.
 HU0188
 HU0188                          STATION RECOVERY (2008)
 HU0188
 HU0188'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 HU0188'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0773 ***********************************************************************
 HU0773  DESIGNATION -  F 34
 HU0773  PID         -  HU0773
 HU0773  STATE/COUNTY-  DE/SUSSEX
 HU0773  COUNTRY     -  US
 HU0773  USGS QUAD   -  SEAFORD EAST (2016)
 HU0773
 HU0773                         *CURRENT SURVEY CONTROL
 HU0773  ______________________________________________________________________
 HU0773* NAD 83(1986) POSITION- 38 37 53.40   (N) 075 36 39.63   (W)   HD_HELD1
 HU0773* NAVD 88 ORTHO HEIGHT -     4.534 (meters)       14.88  (feet) ADJUSTED
 HU0773  ______________________________________________________________________
 HU0773  GEOID HEIGHT    -        -35.593 (meters)                     GEOID18
 HU0773  DYNAMIC HEIGHT  -          4.531 (meters)       14.87  (feet) COMP
 HU0773  MODELED GRAVITY -    980,017.7   (mgal)                       NAVD 88
 HU0773  OBS GRAVITY     -    980,017.5   (mgal)                       GRAV_OBS
 HU0773
 HU0773  VERT ORDER      -  FIRST     CLASS I
 HU0773
 HU0773.The horizontal coordinates were determined by differentially corrected
 HU0773.hand held GPS observations or other comparable positioning techniques
 HU0773.and have an estimated accuracy of +/- 3 meters.
 HU0773
 HU0773.The orthometric height was determined by differential leveling and
 HU0773.adjusted by the NATIONAL GEODETIC SURVEY
 HU0773.in June 1991.
 HU0773
 HU0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0773.GEOID18 height accuracy estimate available here.
 HU0773
 HU0773.Click photographs - Photos may exist for this station.
 HU0773
 HU0773.The dynamic height is computed by dividing the NAVD 88
 HU0773.geopotential number by the normal gravity value computed on the
 HU0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0773.degrees latitude (g = 980.6199 gals.).
 HU0773
 HU0773.The modeled gravity was interpolated from observed gravity values.
 HU0773
 HU0773.The observed gravity was obtained from relative gravimeter ties
 HU0773.to the IGSN71 gravity network.
 HU0773
 HU0773;                    North         East    Units  Estimated Accuracy
 HU0773;SPC DE       -    70,115.6     183,078.0     MT  (+/- 3 meters HH1 GPS) 
 HU0773
 HU0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4681876062(NAD 83)
 HU0773
 HU0773                          SUPERSEDED SURVEY CONTROL
 HU0773
 HU0773  NGVD 29 (11/26/84)    4.781  (m)           15.69   (f) ADJUSTED    1 1
 HU0773
 HU0773.Superseded values are not recommended for survey control.
 HU0773
 HU0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0773.See file dsdata.pdf to determine how the superseded data were derived.
 HU0773
 HU0773_MARKER: DB = BENCH MARK DISK
 HU0773_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HU0773_STAMPING: F 34 1963
 HU0773_MARK LOGO: CGS
 HU0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0773+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2013
 HU0773
 HU0773  HISTORY     - Date     Condition        Report By
 HU0773  HISTORY     - 1963     MONUMENTED       CGS
 HU0773  HISTORY     - 20130611 GOOD             DELCOS
 HU0773
 HU0773                          STATION DESCRIPTION
 HU0773
 HU0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0773'0.6 MI S FROM SEAFORD.
 HU0773'0.55 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0773'AT SEAFORD, ABOUT 0.35 MILE NORTH OF MILEPOST 85, AT THE CROSSING
 HU0773'OF 7TH STREET, 40 FEET SOUTHEAST OF CENTER OF THE CROSSING, 29.5
 HU0773'FEET EAST OF EAST RAIL OF MAIN TRACK, 6 FEET SOUTH OF POWER POLE
 HU0773'24E, 1.5 FEET SOUTH OF A STEEL WITNESS POST, 1 1/2 FEET ABOVE LEVEL
 HU0773'OF TRACK, AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD FLUSH
 HU0773'WITH GROUND AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS 4
 HU0773'INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 80 FEET.
 HU0773
 HU0773                          STATION RECOVERY (2013)
 HU0773
 HU0773'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0773'DISC ON SITE IS UNSTABLE AND EASILY MOVED AND THEN TILE FOR THE SITE
 HU0773'IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1357 ***********************************************************************
 JU1357  DESIGNATION -  F 36
 JU1357  PID         -  JU1357
 JU1357  STATE/COUNTY-  DE/KENT
 JU1357  COUNTRY     -  US
 JU1357  USGS QUAD   -  WYOMING (2016)
 JU1357
 JU1357                         *CURRENT SURVEY CONTROL
 JU1357  ______________________________________________________________________
 JU1357* NAD 83(1986) POSITION- 39 06 17.     (N) 075 31 25.     (W)   SCALED
 JU1357* NAVD 88 ORTHO HEIGHT -     3.767 (meters)       12.36  (feet) ADJUSTED
 JU1357  ______________________________________________________________________
 JU1357  GEOID HEIGHT    -        -34.596 (meters)                     GEOID18
 JU1357  DYNAMIC HEIGHT  -          3.765 (meters)       12.35  (feet) COMP
 JU1357  MODELED GRAVITY -    980,075.2   (mgal)                       NAVD 88
 JU1357
 JU1357  VERT ORDER      -  FIRST     CLASS I
 JU1357
 JU1357.The horizontal coordinates were scaled from a map and have
 JU1357.an estimated accuracy of +/- 6 seconds.
 JU1357
 JU1357.The orthometric height was determined by differential leveling and
 JU1357.adjusted by the NATIONAL GEODETIC SURVEY
 JU1357.in June 1991.
 JU1357
 JU1357.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1357.GEOID18 height accuracy estimate available here.
 JU1357
 JU1357.Click photographs - Photos may exist for this station.
 JU1357
 JU1357.The dynamic height is computed by dividing the NAVD 88
 JU1357.geopotential number by the normal gravity value computed on the
 JU1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1357.degrees latitude (g = 980.6199 gals.).
 JU1357
 JU1357.The modeled gravity was interpolated from observed gravity values.
 JU1357
 JU1357;                    North         East    Units  Estimated Accuracy
 JU1357;SPC DE       -   122,640.      190,750.      MT  (+/- 180 meters Scaled)
 JU1357
 JU1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ547285(NAD 83)
 JU1357
 JU1357                          SUPERSEDED SURVEY CONTROL
 JU1357
 JU1357  NGVD 29 (11/26/84)    4.005  (m)           13.14   (f) ADJUSTED    1 1
 JU1357
 JU1357.Superseded values are not recommended for survey control.
 JU1357
 JU1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1357.See file dsdata.pdf to determine how the superseded data were derived.
 JU1357
 JU1357_MARKER: DB = BENCH MARK DISK
 JU1357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1357_SP_SET: BRIDGE
 JU1357_STAMPING: F 36 1963
 JU1357_MARK LOGO: CGS
 JU1357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1357
 JU1357  HISTORY     - Date     Condition        Report By
 JU1357  HISTORY     - 1963     MONUMENTED       CGS
 JU1357
 JU1357                          STATION DESCRIPTION
 JU1357
 JU1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1357'1.7 MI SE FROM CAMDEN.
 JU1357'1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE CAESAR RODNEY
 JU1357'SCHOOL AT CAMDEN, SET ON TOP OF THE EAST WING WALL FOR A 30-FOOT
 JU1357'CONCRETE BRIDGE OVER TIDBURY CREEK, 16 FEET NORTHEAST OF CENTER
 JU1357'LINE OF HIGHWAY, AND ABOUT LEVEL WITH HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1358 ***********************************************************************
 JU1358  DESIGNATION -  F 36 RESET
 JU1358  PID         -  JU1358
 JU1358  STATE/COUNTY-  DE/KENT
 JU1358  COUNTRY     -  US
 JU1358  USGS QUAD   -  WYOMING (2016)
 JU1358
 JU1358                         *CURRENT SURVEY CONTROL
 JU1358  ______________________________________________________________________
 JU1358* NAD 83(1986) POSITION- 39 06 17.59   (N) 075 31 24.06   (W)   HD_HELD1
 JU1358* NAVD 88 ORTHO HEIGHT -     3.83  (meters)       12.6   (feet) RESET
 JU1358  ______________________________________________________________________
 JU1358  GEOID HEIGHT    -        -34.596 (meters)                     GEOID18
 JU1358  VERT ORDER      -  THIRD
 JU1358
 JU1358.The horizontal coordinates were determined by differentially corrected
 JU1358.hand held GPS observations or other comparable positioning techniques
 JU1358.and have an estimated accuracy of +/- 3 meters.
 JU1358
 JU1358.The orthometric height was computed from unverified reset data.
 JU1358
 JU1358.No vertical observational check was made to the station.
 JU1358
 JU1358.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1358.GEOID18 height accuracy estimate available here.
 JU1358
 JU1358.Click photographs - Photos may exist for this station.
 JU1358
 JU1358;                    North         East    Units  Estimated Accuracy
 JU1358;SPC DE       -   122,654.9     190,772.1     MT  (+/- 3 meters HH1 GPS) 
 JU1358
 JU1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5474928546(NAD 83)
 JU1358
 JU1358                          SUPERSEDED SURVEY CONTROL
 JU1358
 JU1358  NGVD 29 (??/??/??)    4.07   (m)           13.4    (f) RESET       3  
 JU1358
 JU1358.Superseded values are not recommended for survey control.
 JU1358
 JU1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1358.See file dsdata.pdf to determine how the superseded data were derived.
 JU1358
 JU1358_MARKER: DB = BENCH MARK DISK
 JU1358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1358_SP_SET: BRIDGE
 JU1358_STAMPING: F 36 RESET 1969
 JU1358_MARK LOGO: CGS
 JU1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1358+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2019
 JU1358
 JU1358  HISTORY     - Date     Condition        Report By
 JU1358  HISTORY     - 1969     MONUMENTED       DEDHT
 JU1358  HISTORY     - 1981     GOOD             UDE
 JU1358  HISTORY     - 19990820 MARK NOT FOUND   USPSQD
 JU1358  HISTORY     - 20060514 GOOD             USPSQD
 JU1358  HISTORY     - 20100119 GOOD             GEOCAC
 JU1358  HISTORY     - 20100130 GOOD             BECMOR
 JU1358  HISTORY     - 20120320 GOOD             DELCOS
 JU1358  HISTORY     - 20190619 GOOD             USPSQD
 JU1358
 JU1358                          STATION DESCRIPTION
 JU1358
 JU1358'DESCRIBED BY DE DEPT OF HIGHWAYS 1969
 JU1358'1.7 MI SE FROM CAMDEN.
 JU1358'ABOUT 1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 10, FROM THE CAESAR
 JU1358'RODNEY SCHOOL AT CAMDEN, 25.5 FEET NORTHEAST OF THE CENTER LINE
 JU1358'OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 JU1358'OF THE EAST WINGWALL OF CONCRETE BRIDGE NUMBER 29-A OVER TIDBURY
 JU1358'CREEK.
 JU1358
 JU1358                          STATION RECOVERY (1981)
 JU1358
 JU1358'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1358'RECOVERED IN GOOD CONDITION.
 JU1358
 JU1358                          STATION RECOVERY (1999)
 JU1358
 JU1358'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU1358'MARK NOT FOUND.
 JU1358
 JU1358                          STATION RECOVERY (2006)
 JU1358
 JU1358'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 JU1358'RECOVERED IN GOOD CONDITION.
 JU1358
 JU1358                          STATION RECOVERY (2010)
 JU1358
 JU1358'RECOVERY NOTE BY GEOCACHING 2010 (PSC)
 JU1358'RECOVERED IN GOOD CONDITION.
 JU1358
 JU1358                          STATION RECOVERY (2010)
 JU1358
 JU1358'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1358'RECOVERED IN GOOD CONDITION.
 JU1358
 JU1358                          STATION RECOVERY (2012)
 JU1358
 JU1358'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1358'RECOVERED IN GOOD CONDITION.
 JU1358
 JU1358                          STATION RECOVERY (2019)
 JU1358
 JU1358'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 JU1358'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1351 ***********************************************************************
 JU1351  DESIGNATION -  F 37
 JU1351  PID         -  JU1351
 JU1351  STATE/COUNTY-  DE/KENT
 JU1351  COUNTRY     -  US
 JU1351  USGS QUAD   -  SMYRNA (2016)
 JU1351
 JU1351                         *CURRENT SURVEY CONTROL
 JU1351  ______________________________________________________________________
 JU1351* NAD 83(1986) POSITION- 39 18 25.48   (N) 075 32 52.90   (W)   HD_HELD1
 JU1351* NAVD 88 ORTHO HEIGHT -     6.385 (meters)       20.95  (feet) ADJUSTED
 JU1351  ______________________________________________________________________
 JU1351  GEOID HEIGHT    -        -33.907 (meters)                     GEOID18
 JU1351  DYNAMIC HEIGHT  -          6.382 (meters)       20.94  (feet) COMP
 JU1351  MODELED GRAVITY -    980,109.6   (mgal)                       NAVD 88
 JU1351
 JU1351  VERT ORDER      -  FIRST     CLASS I
 JU1351
 JU1351.The horizontal coordinates were determined by differentially corrected
 JU1351.hand held GPS observations or other comparable positioning techniques
 JU1351.and have an estimated accuracy of +/- 3 meters.
 JU1351
 JU1351.The orthometric height was determined by differential leveling and
 JU1351.adjusted by the NATIONAL GEODETIC SURVEY
 JU1351.in June 1991.
 JU1351
 JU1351.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1351.GEOID18 height accuracy estimate available here.
 JU1351
 JU1351.Click photographs - Photos may exist for this station.
 JU1351
 JU1351.The dynamic height is computed by dividing the NAVD 88
 JU1351.geopotential number by the normal gravity value computed on the
 JU1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1351.degrees latitude (g = 980.6199 gals.).
 JU1351
 JU1351.The modeled gravity was interpolated from observed gravity values.
 JU1351
 JU1351;                    North         East    Units  Estimated Accuracy
 JU1351;SPC DE       -   145,104.8     188,670.1     MT  (+/- 3 meters HH1 GPS) 
 JU1351
 JU1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5275050997(NAD 83)
 JU1351
 JU1351                          SUPERSEDED SURVEY CONTROL
 JU1351
 JU1351  NGVD 29 (11/26/84)    6.624  (m)           21.73   (f) ADJUSTED    1 1
 JU1351
 JU1351.Superseded values are not recommended for survey control.
 JU1351
 JU1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1351.See file dsdata.pdf to determine how the superseded data were derived.
 JU1351
 JU1351_MARKER: DB = BENCH MARK DISK
 JU1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1351_STAMPING: F 37 1963
 JU1351_MARK LOGO: CGS
 JU1351_PROJECTION: PROJECTING 5 CENTIMETERS
 JU1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1351+STABILITY: SURFACE MOTION
 JU1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1351+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 JU1351
 JU1351  HISTORY     - Date     Condition        Report By
 JU1351  HISTORY     - 1963     MONUMENTED       CGS
 JU1351  HISTORY     - 1981     GOOD             UDE
 JU1351  HISTORY     - 19911122 MARK NOT FOUND   USGS
 JU1351  HISTORY     - 20010927 GOOD             USPSQD
 JU1351  HISTORY     - 20081007 POOR             DEDT
 JU1351  HISTORY     - 20100124 POOR             BECMOR
 JU1351  HISTORY     - 20110131 POOR             USFWS
 JU1351  HISTORY     - 20120321 GOOD             DELCOS
 JU1351
 JU1351                          STATION DESCRIPTION
 JU1351
 JU1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1351'3.2 MI E FROM SMYRNA.
 JU1351'3.25 MILES EAST ALONG STATE HIGHWAY 6 FROM THE INTERSECTION OF
 JU1351'U.S. HIGHWAY 13 AT SMYRNA, AT THE JUNCTION OF A BLACK TOP ROAD
 JU1351'LEADING SOUTH, 83.5 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION,
 JU1351'76 FEET EAST OF CENTERLINE OF THE ROAD, 30 FEET SOUTH OF CENTER
 JU1351'LINE OF THE HIGHWAY, 2 1/2 FEET WEST OF TELEPHONE POLE 37, 1.5
 JU1351'FEET EAST OF A STEEL WITNESS POST, 3 FEET ABOVE LEVEL OF THE
 JU1351'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JU1351'INCHES.
 JU1351
 JU1351                          STATION RECOVERY (1981)
 JU1351
 JU1351'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1351'RECOVERED IN GOOD CONDITION.
 JU1351
 JU1351                          STATION RECOVERY (1991)
 JU1351
 JU1351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1351'MARK NOT FOUND.
 JU1351
 JU1351                          STATION RECOVERY (2001)
 JU1351
 JU1351'RECOVERY NOTE BY US POWER SQUADRON 2001 (RK)
 JU1351'RECOVERED IN GOOD CONDITION.
 JU1351
 JU1351                          STATION RECOVERY (2008)
 JU1351
 JU1351'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 JU1351'POINT MAY HAVE BEEN DISTURBED, HAS BEEN HIT DURING FARMING ACTIVITY.
 JU1351'
 JU1351'INTEGRITY IS QUESTIONABLE.
 JU1351'REFERENCED TELEPHONE POLE HAS BEEN REMOVED. UN-NAMED BLACK TOP ROAD IS
 JU1351'RD.325 BIG OAK ROAD. POINT IS ON THE SOUTHERLY SIDE OF RT 6.
 JU1351
 JU1351                          STATION RECOVERY (2010)
 JU1351
 JU1351'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1351'MARK RECOVERED IN POOR CONDITION.
 JU1351
 JU1351                          STATION RECOVERY (2011)
 JU1351
 JU1351'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2011 (MJH)
 JU1351'RECOVERED AS DESCRIBED.
 JU1351
 JU1351                          STATION RECOVERY (2012)
 JU1351
 JU1351'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1351'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1372 ***********************************************************************
 JU1372  DESIGNATION -  F 39
 JU1372  PID         -  JU1372
 JU1372  STATE/COUNTY-  DE/NEW CASTLE
 JU1372  COUNTRY     -  US
 JU1372  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1372
 JU1372                         *CURRENT SURVEY CONTROL
 JU1372  ______________________________________________________________________
 JU1372* NAD 83(1986) POSITION- 39 44 13.     (N) 075 32 33.     (W)   SCALED
 JU1372* NAVD 88 ORTHO HEIGHT -     7.550 (meters)       24.77  (feet) ADJUSTED
 JU1372  ______________________________________________________________________
 JU1372  GEOID HEIGHT    -        -32.950 (meters)                     GEOID18
 JU1372  DYNAMIC HEIGHT  -          7.547 (meters)       24.76  (feet) COMP
 JU1372  MODELED GRAVITY -    980,174.7   (mgal)                       NAVD 88
 JU1372
 JU1372  VERT ORDER      -  FIRST     CLASS I
 JU1372
 JU1372.The horizontal coordinates were scaled from a map and have
 JU1372.an estimated accuracy of +/- 6 seconds.
 JU1372
 JU1372.The orthometric height was determined by differential leveling and
 JU1372.adjusted by the NATIONAL GEODETIC SURVEY
 JU1372.in June 1991.
 JU1372
 JU1372.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1372.GEOID18 height accuracy estimate available here.
 JU1372
 JU1372.Click photographs - Photos may exist for this station.
 JU1372
 JU1372.The dynamic height is computed by dividing the NAVD 88
 JU1372.geopotential number by the normal gravity value computed on the
 JU1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1372.degrees latitude (g = 980.6199 gals.).
 JU1372
 JU1372.The modeled gravity was interpolated from observed gravity values.
 JU1372
 JU1372;                    North         East    Units  Estimated Accuracy
 JU1372;SPC DE       -   192,830.      189,210.      MT  (+/- 180 meters Scaled)
 JU1372
 JU1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ535987(NAD 83)
 JU1372
 JU1372                          SUPERSEDED SURVEY CONTROL
 JU1372
 JU1372  NGVD 29 (01/10/92)    7.812  (m)           25.63   (f) ADJUSTED    1 1
 JU1372  NGVD 29 (??/??/87)    7.812  (m)           25.63   (f) SUPERSEDED  1 1
 JU1372
 JU1372.Superseded values are not recommended for survey control.
 JU1372
 JU1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1372.See file dsdata.pdf to determine how the superseded data were derived.
 JU1372
 JU1372_MARKER: DB = BENCH MARK DISK
 JU1372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1372_SP_SET: OVERPASS ABUTMENT
 JU1372_STAMPING: F 39 1963
 JU1372_MARK LOGO: CGS
 JU1372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1372+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 JU1372
 JU1372  HISTORY     - Date     Condition        Report By
 JU1372  HISTORY     - 1963     MONUMENTED       CGS
 JU1372  HISTORY     - 1964     GOOD             CGS
 JU1372  HISTORY     - 1979     GOOD             NGS
 JU1372  HISTORY     - 19930130 GOOD             USPSQD
 JU1372  HISTORY     - 20060718 GOOD             USPSQD
 JU1372
 JU1372                          STATION DESCRIPTION
 JU1372
 JU1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1372'AT WILMINGTON.
 JU1372'AT WILMINGTON, 0.5 MILE EAST AND NORTHEAST ALONG THE PENNSYLVANIA
 JU1372'RAILROAD FROM THE STATION, AT THE OVERPASS OF THE RAILROAD OVER
 JU1372'THE JUNCTION OF 4TH STREET, CHURCH STREET AND CHRISTIANA AVENUE,
 JU1372'SET ON TOP OF THE NORTHEAST STONE ABUTMENT OF THE OVERPASS, 8
 JU1372'FEET SOUTHEAST OF NORTHWEST END OF ABUTMENT, 16 FEET NORTHWEST
 JU1372'OF NORTHWEST RAIL OF NORTHWESTERNMOST TRACK, 1.5 FEET NORTHEAST
 JU1372'OF SOUTHWEST FACE OF ABUTMENT, AND ABOUT 3 FEET BELOW LEVEL OF
 JU1372'TRACK.
 JU1372
 JU1372                          STATION RECOVERY (1979)
 JU1372
 JU1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1372'RECOVERED IN GOOD CONDITION.
 JU1372
 JU1372                          STATION RECOVERY (1993)
 JU1372
 JU1372'RECOVERY NOTE BY US POWER SQUADRON 1993 (BFC)
 JU1372'RECOVERED IN GOOD CONDITION.
 JU1372
 JU1372                          STATION RECOVERY (2006)
 JU1372
 JU1372'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 JU1372'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0752 ***********************************************************************
 HU0752  DESIGNATION -  F 4
 HU0752  PID         -  HU0752
 HU0752  STATE/COUNTY-  DE/SUSSEX
 HU0752  COUNTRY     -  US
 HU0752  USGS QUAD   -  GREENWOOD (2016)
 HU0752
 HU0752                         *CURRENT SURVEY CONTROL
 HU0752  ______________________________________________________________________
 HU0752* NAD 83(1986) POSITION- 38 45 39.     (N) 075 36 09.     (W)   SCALED
 HU0752* NAVD 88 ORTHO HEIGHT -    14.642 (meters)       48.04  (feet) ADJUSTED
 HU0752  ______________________________________________________________________
 HU0752  GEOID HEIGHT    -        -35.438 (meters)                     GEOID18
 HU0752  DYNAMIC HEIGHT  -         14.633 (meters)       48.01  (feet) COMP
 HU0752  MODELED GRAVITY -    980,026.9   (mgal)                       NAVD 88
 HU0752
 HU0752  VERT ORDER      -  FIRST     CLASS II
 HU0752
 HU0752.The horizontal coordinates were scaled from a map and have
 HU0752.an estimated accuracy of +/- 6 seconds.
 HU0752
 HU0752.The orthometric height was determined by differential leveling and
 HU0752.adjusted by the NATIONAL GEODETIC SURVEY
 HU0752.in June 1991.
 HU0752
 HU0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0752.GEOID18 height accuracy estimate available here.
 HU0752
 HU0752.Click photographs - Photos may exist for this station.
 HU0752
 HU0752.The dynamic height is computed by dividing the NAVD 88
 HU0752.geopotential number by the normal gravity value computed on the
 HU0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0752.degrees latitude (g = 980.6199 gals.).
 HU0752
 HU0752.The modeled gravity was interpolated from observed gravity values.
 HU0752
 HU0752;                    North         East    Units  Estimated Accuracy
 HU0752;SPC DE       -    84,470.      183,850.      MT  (+/- 180 meters Scaled)
 HU0752
 HU0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH476904(NAD 83)
 HU0752
 HU0752                          SUPERSEDED SURVEY CONTROL
 HU0752
 HU0752  NGVD 29 (11/26/84)   14.889  (m)           48.85   (f) ADJUSTED    1 2
 HU0752
 HU0752.Superseded values are not recommended for survey control.
 HU0752
 HU0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0752.See file dsdata.pdf to determine how the superseded data were derived.
 HU0752
 HU0752_MARKER: DB = BENCH MARK DISK
 HU0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0752_STAMPING: F 4 1935
 HU0752_MARK LOGO: CGS
 HU0752_PROJECTION: PROJECTING 20 CENTIMETERS
 HU0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0752+STABILITY: SURFACE MOTION
 HU0752
 HU0752  HISTORY     - Date     Condition        Report By
 HU0752  HISTORY     - 1935     MONUMENTED       CGS
 HU0752  HISTORY     - 1955     MARK NOT FOUND   CGS
 HU0752  HISTORY     - 1963     MARK NOT FOUND   CGS
 HU0752  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0752  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0752
 HU0752                          STATION DESCRIPTION
 HU0752
 HU0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HU0752'1.4 MI N FROM BRIDGEVILLE.
 HU0752'1.4 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0752'AT BRIDGEVILLE, ABOUT 1,950 FEET NORTH OF MILEPOST 76, 60 FEET
 HU0752'NORTHWEST OF THE CENTER OF A GRADE CROSSING, 21 FEET WEST OF THE
 HU0752'CENTERLINE OF THE SOUTH-BOUND TRACK, 4 FEET SOUTH OF A POLE,
 HU0752'ABOUT 1 FOOT LOWER THAN THE TRACK, AND 6 INCHES UNDERGROUND.  A
 HU0752'STANDARD DISK, STAMPED F 4 1935 AND SET IN THE TOP OF A CONCRETE
 HU0752'POST ENCLOSED IN A 12-INCH VITRIFIED PIPE PAINTED RED AND
 HU0752'PROJECTING 8 INCHES ABOVE GROUND.
 HU0752
 HU0752                          STATION RECOVERY (1963)
 HU0752
 HU0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HU0752'MARK NOT FOUND.
 HU0752
 HU0752                          STATION RECOVERY (1981)
 HU0752
 HU0752'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0752'MARK NOT FOUND.
 HU0752
 HU0752                          STATION RECOVERY (2013)
 HU0752
 HU0752'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0752'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1796 ***********************************************************************
 JU1796  DESIGNATION -  F 40
 JU1796  PID         -  JU1796
 JU1796  STATE/COUNTY-  DE/NEW CASTLE
 JU1796  COUNTRY     -  US
 JU1796  USGS QUAD   -  DELAWARE CITY (2016)
 JU1796
 JU1796                         *CURRENT SURVEY CONTROL
 JU1796  ______________________________________________________________________
 JU1796* NAD 83(1986) POSITION- 39 33 31.     (N) 075 34 58.     (W)   SCALED
 JU1796* NAVD 88 ORTHO HEIGHT -     3.031 (meters)        9.94  (feet) ADJUSTED
 JU1796  ______________________________________________________________________
 JU1796  GEOID HEIGHT    -        -33.408 (meters)                     GEOID18
 JU1796  DYNAMIC HEIGHT  -          3.029 (meters)        9.94  (feet) COMP
 JU1796  MODELED GRAVITY -    980,128.4   (mgal)                       NAVD 88
 JU1796
 JU1796  VERT ORDER      -  FIRST     CLASS I
 JU1796
 JU1796.The horizontal coordinates were scaled from a map and have
 JU1796.an estimated accuracy of +/- 6 seconds.
 JU1796
 JU1796.The orthometric height was determined by differential leveling and
 JU1796.adjusted by the NATIONAL GEODETIC SURVEY
 JU1796.in June 1991.
 JU1796
 JU1796.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1796.GEOID18 height accuracy estimate available here.
 JU1796
 JU1796.Click photographs - Photos may exist for this station.
 JU1796
 JU1796.The dynamic height is computed by dividing the NAVD 88
 JU1796.geopotential number by the normal gravity value computed on the
 JU1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1796.degrees latitude (g = 980.6199 gals.).
 JU1796
 JU1796.The modeled gravity was interpolated from observed gravity values.
 JU1796
 JU1796;                    North         East    Units  Estimated Accuracy
 JU1796;SPC DE       -   173,040.      185,720.      MT  (+/- 180 meters Scaled)
 JU1796
 JU1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ499789(NAD 83)
 JU1796
 JU1796                          SUPERSEDED SURVEY CONTROL
 JU1796
 JU1796  NGVD 29 (01/10/92)    3.273  (m)           10.74   (f) ADJUSTED    1 1
 JU1796  NGVD 29 (??/??/87)    3.273  (m)           10.74   (f) SUPERSEDED  1 1
 JU1796
 JU1796.Superseded values are not recommended for survey control.
 JU1796
 JU1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1796.See file dsdata.pdf to determine how the superseded data were derived.
 JU1796
 JU1796_MARKER: DB = BENCH MARK DISK
 JU1796_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU1796_SP_SET: PIER
 JU1796_STAMPING: F 40 1971
 JU1796_MARK LOGO: CGS
 JU1796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1796
 JU1796  HISTORY     - Date     Condition        Report By
 JU1796  HISTORY     - 1971     MONUMENTED       NGS
 JU1796  HISTORY     - 1979     GOOD             NGS
 JU1796  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 JU1796
 JU1796                          STATION DESCRIPTION
 JU1796
 JU1796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JU1796'AT REEDY POINT.
 JU1796'AT REEDY POINT, SET VERTICALLY IN THE CENTER OF THE SOUTH
 JU1796'CONCRETE FACE OF THE WEST ONE OF TWO CONCRETE PIERS OF THE
 JU1796'SECOND ROW OF PIERS NORTH OF THE CHESAPEAKE AND DELAWARE CANAL,
 JU1796'162 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD LEADING
 JU1796'EAST TO THE EAST END OF THE CANAL AND 3.3 FEET ABOVE THE LEVEL
 JU1796'OF THE GROUND.  ABOUT 0.9 MILE SOUTHEAST ALONG OLD STATE HIGHWAY
 JU1796'9 FROM THE SOUTHEAST END OF THE DRAWBRIDGE OVER DELAWARE CITY
 JU1796'BRANCH CANAL.
 JU1796
 JU1796                          STATION RECOVERY (1979)
 JU1796
 JU1796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1796'RECOVERED IN GOOD CONDITION.
 JU1796
 JU1796                          STATION RECOVERY (1983)
 JU1796
 JU1796'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU1796'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2211 ***********************************************************************
 JU2211  DESIGNATION -  F 41
 JU2211  PID         -  JU2211
 JU2211  STATE/COUNTY-  DE/NEW CASTLE
 JU2211  COUNTRY     -  US
 JU2211  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2211
 JU2211                         *CURRENT SURVEY CONTROL
 JU2211  ______________________________________________________________________
 JU2211* NAD 83(1986) POSITION- 39 42 13.     (N) 075 34 50.     (W)   SCALED
 JU2211* NAVD 88 ORTHO HEIGHT -     7.401 (meters)       24.28  (feet) ADJUSTED
 JU2211  ______________________________________________________________________
 JU2211  GEOID HEIGHT    -        -32.992 (meters)                     GEOID18
 JU2211  DYNAMIC HEIGHT  -          7.398 (meters)       24.27  (feet) COMP
 JU2211  MODELED GRAVITY -    980,170.0   (mgal)                       NAVD 88
 JU2211
 JU2211  VERT ORDER      -  FIRST     CLASS II
 JU2211
 JU2211.The horizontal coordinates were scaled from a map and have
 JU2211.an estimated accuracy of +/- 6 seconds.
 JU2211
 JU2211.The orthometric height was determined by differential leveling and
 JU2211.adjusted by the NATIONAL GEODETIC SURVEY
 JU2211.in June 1991.
 JU2211
 JU2211.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2211.GEOID18 height accuracy estimate available here.
 JU2211
 JU2211.Click photographs - Photos may exist for this station.
 JU2211
 JU2211.The dynamic height is computed by dividing the NAVD 88
 JU2211.geopotential number by the normal gravity value computed on the
 JU2211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2211.degrees latitude (g = 980.6199 gals.).
 JU2211
 JU2211.The modeled gravity was interpolated from observed gravity values.
 JU2211
 JU2211;                    North         East    Units  Estimated Accuracy
 JU2211;SPC DE       -   189,130.      185,950.      MT  (+/- 180 meters Scaled)
 JU2211
 JU2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ502950(NAD 83)
 JU2211
 JU2211                          SUPERSEDED SURVEY CONTROL
 JU2211
 JU2211  NGVD 29 (01/10/92)    7.655  (m)           25.11   (f) ADJUSTED    1 2
 JU2211
 JU2211.Superseded values are not recommended for survey control.
 JU2211
 JU2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2211.See file dsdata.pdf to determine how the superseded data were derived.
 JU2211
 JU2211_MARKER: DV = VERTICAL CONTROL DISK
 JU2211_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2211_STAMPING: F 41 1979
 JU2211_MARK LOGO: NGS
 JU2211_PROJECTION: FLUSH
 JU2211_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2211_ROD/PIPE-DEPTH: 12.2 meters
 JU2211
 JU2211  HISTORY     - Date     Condition        Report By
 JU2211  HISTORY     - 1979     MONUMENTED       NGS
 JU2211  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU2211
 JU2211                          STATION DESCRIPTION
 JU2211
 JU2211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2211'0.6 MI NORTH FROM FARNHURST.
 JU2211'0.6 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE OVERPASS
 JU2211'OF US HIGHWAY 13 AND 40 OVER THE TRACKS AT FARNHURST, AT A SIDE
 JU2211'ROAD LEADING EAST INTO THE DELAWARE STATE HOSPITAL GROUNDS, 82 FEET
 JU2211'EAST OF THE EAST RAIL, 131 FEET NORTH OF THE CENTER OF A GATE LEADING
 JU2211'TO THE HOSPITAL GROUNDS, 60.6 FEET NORTH OF THE CENTER OF THE ROAD,
 JU2211'3.5 FEET NORTHEAST OF POWER POLE 6805 54 B.
 JU2211'NOTE-THIS NEW DISK WAS PLACED ON THE DEEP ROAD WHICH WAS PREVIOUSLY
 JU2211'DESIGNATED J 39 1963, THE OLD DISK WAS DESTROYED.
 JU2211'THE MARK IS 1 FT  S FROM A WITNESS POST.
 JU2211'THE MARK IS 1 FT ABOVE TRACKS.
 JU2211
 JU2211                          STATION RECOVERY (2013)
 JU2211
 JU2211'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU2211'MARK IS NOW ON PROPERTY OF DELORES J. BAYLOR WOMEN'S CORRECTIONAL
 JU2211'INSTITUTION, WHICH IS BEHIND A GATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4130 ***********************************************************************
 JU4130  DESIGNATION -  F 42
 JU4130  PID         -  JU4130
 JU4130  STATE/COUNTY-  DE/NEW CASTLE
 JU4130  COUNTRY     -  US
 JU4130  USGS QUAD   -  NEWARK EAST (2016)
 JU4130
 JU4130                         *CURRENT SURVEY CONTROL
 JU4130  ______________________________________________________________________
 JU4130* NAD 83(2011) POSITION- 39 43 46.78916(N) 075 43 39.97976(W)   ADJUSTED
 JU4130* NAD 83(2011) ELLIP HT-    51.211 (meters)        (06/27/12)   ADJUSTED
 JU4130* NAD 83(2011) EPOCH   -  2010.00
 JU4130* NAVD 88 ORTHO HEIGHT -    84.132 (meters)      276.02  (feet) ADJUSTED
 JU4130  ______________________________________________________________________
 JU4130  GEOID HEIGHT    -        -32.940 (meters)                     GEOID18
 JU4130  NAD 83(2011) X  -  1,210,948.548 (meters)                     COMP
 JU4130  NAD 83(2011) Y  - -4,760,379.792 (meters)                     COMP
 JU4130  NAD 83(2011) Z  -  4,054,979.287 (meters)                     COMP
 JU4130  LAPLACE CORR    -          0.79  (seconds)                    DEFLEC18
 JU4130  DYNAMIC HEIGHT  -         84.093 (meters)      275.90  (feet) COMP
 JU4130  MODELED GRAVITY -    980,154.2   (mgal)                       NAVD 88
 JU4130
 JU4130  VERT ORDER      -  SECOND    CLASS II
 JU4130
 JU4130  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4130  Standards:
 JU4130         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4130            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4130  -------------------------------------------------------------------
 JU4130  NETWORK    1.92   2.08           0.70   0.81   1.06      0.46122867
 JU4130  -------------------------------------------------------------------
 JU4130  Click here for local accuracies and other accuracy information.
 JU4130
 JU4130.The horizontal coordinates were established by GPS observations
 JU4130.and adjusted by the National Geodetic Survey in June 2012.
 JU4130
 JU4130.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4130.been affixed to the stable North American tectonic plate. See 
 JU4130.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4130
 JU4130.The horizontal coordinates are valid at the epoch date displayed above
 JU4130.which is a decimal equivalence of Year/Month/Day.
 JU4130
 JU4130.The orthometric height was determined by differential leveling and
 JU4130.adjusted by the NATIONAL GEODETIC SURVEY
 JU4130.in March 1994.
 JU4130
 JU4130.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4130.GEOID18 height accuracy estimate available here.
 JU4130
 JU4130.Click photographs - Photos may exist for this station.
 JU4130
 JU4130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4130
 JU4130.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4130
 JU4130.The ellipsoidal height was determined by GPS observations
 JU4130.and is referenced to NAD 83.
 JU4130
 JU4130.The dynamic height is computed by dividing the NAVD 88
 JU4130.geopotential number by the normal gravity value computed on the
 JU4130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4130.degrees latitude (g = 980.6199 gals.).
 JU4130
 JU4130.The modeled gravity was interpolated from observed gravity values.
 JU4130
 JU4130. The following values were computed from the NAD 83(2011) position.
 JU4130
 JU4130;                    North         East     Units Scale Factor Converg.
 JU4130;SPC DE       -   192,060.338   173,329.144   MT  1.00000375   -0 11 55.9
 JU4130;SPC DE       -   630,117.96    568,664.03   sFT  1.00000375   -0 11 55.9
 JU4130;SPC MD       -   229,774.727   509,070.761   MT  1.00006090   +0 47 54.6
 JU4130;SPC MD       -   753,852.58  1,670,176.32   sFT  1.00006090   +0 47 54.6
 JU4130;SPC PA S     -    45,991.666   773,356.340   MT  1.00003809   +1 18 43.2
 JU4130;SPC PA S     -   150,890.99  2,537,253.26   sFT  1.00003809   +1 18 43.2
 JU4130;UTM  18      - 4,398,006.407   437,632.993   MT  0.99964789   -0 27 54.7
 JU4130
 JU4130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4130!SPC DE       -   0.99999197  x   1.00000375  =   0.99999572
 JU4130!SPC MD       -   0.99999197  x   1.00006090  =   1.00005287
 JU4130!SPC PA S     -   0.99999197  x   1.00003809  =   1.00003006
 JU4130!UTM  18      -   0.99999197  x   0.99964789  =   0.99963986
 JU4130
 JU4130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3763298006(NAD 83)
 JU4130
 JU4130                          SUPERSEDED SURVEY CONTROL
 JU4130
 JU4130  NAD 83(2007)-  39 43 46.78939(N)    075 43 39.98072(W) AD(2002.00) 0
 JU4130  ELLIP H (02/10/07)   51.205  (m)                       GP(2002.00)    
 JU4130  ELLIP H (08/30/02)   51.226  (m)                       GP(       ) 4 2
 JU4130  NAD 83(1991)-  39 43 46.78985(N)    075 43 39.98064(W) AD(       ) 1
 JU4130  ELLIP H (09/15/93)   51.221  (m)                       GP(       ) 3 2
 JU4130  NGVD 29              84.48   (m)          277.2    (f) LEVELING    3  
 JU4130
 JU4130.Superseded values are not recommended for survey control.
 JU4130
 JU4130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4130.See file dsdata.pdf to determine how the superseded data were derived.
 JU4130
 JU4130_MARKER: F = FLANGE-ENCASED ROD
 JU4130_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU4130_STAMPING: F 42 1990
 JU4130_MARK LOGO: NGS
 JU4130_PROJECTION: RECESSED 10 CENTIMETERS
 JU4130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU4130+STABILITY: POSITION/ELEVATION WELL
 JU4130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4130+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2014
 JU4130_ROD/PIPE-DEPTH: 5.6 meters
 JU4130
 JU4130  HISTORY     - Date     Condition        Report By
 JU4130  HISTORY     - 1990     MONUMENTED       NGS
 JU4130  HISTORY     - 19920325 GOOD
 JU4130  HISTORY     - 20011203 GOOD             NGS
 JU4130  HISTORY     - 20020910 GOOD             WR
 JU4130  HISTORY     - 20030308 GOOD             USPSQD
 JU4130  HISTORY     - 20111123 GOOD             INDIV
 JU4130  HISTORY     - 20120807 GOOD             INDIV
 JU4130  HISTORY     - 20130711 GOOD             DELCOS
 JU4130  HISTORY     - 20141120 POOR             GEOCAC
 JU4130
 JU4130                          STATION DESCRIPTION
 JU4130
 JU4130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JU4130'5.5 KM (3.4 MI) NORTHERLY ALONG PAPER MILL ROAD FROM THE JUNCTION OF
 JU4130'CLEVLAND AVENUE IN NEWARK, 12.0 M (39.4 FT) EAST OF THE ROAD
 JU4130'CENTERLINE, 1.5 M (4.9 FT) NORTH OF A UTILITY POLE, 0.5 M (1.6 FT)
 JU4130'WEST OF A WITNESS POST AND FENCE, AND 0.5 M (1.6 FT) BELOW THE LEVEL
 JU4130'OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 JU4130'LOGO CAP.
 JU4130
 JU4130                          STATION RECOVERY (1992)
 JU4130
 JU4130'RECOVERED 1992
 JU4130'RECOVERED IN GOOD CONDITION.
 JU4130
 JU4130                          STATION RECOVERY (2001)
 JU4130
 JU4130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU4130'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU4130
 JU4130                          STATION RECOVERY (2002)
 JU4130
 JU4130'RECOVERY NOTE BY WHITMAN, REQUARDT & ASSOCIATES 2002 (RTD)
 JU4130'RECOVERED IN GOOD CONDITION.
 JU4130
 JU4130                          STATION RECOVERY (2003)
 JU4130
 JU4130'RECOVERY NOTE BY US POWER SQUADRON 2003 (DG)
 JU4130'CHANGE DIRECTIONS TO - 3.15 MI NORTHERLY ALONG PAPER MILL ROAD FROM
 JU4130'THE JUNCTION OF CLEVELAND AVENUE IN NEWARK.  ALSO CHANGE UTILITY POLE
 JU4130'DESCRIPTION TO DPL POLE NO. M56.
 JU4130
 JU4130                          STATION RECOVERY (2011)
 JU4130
 JU4130'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JFS)
 JU4130'RECOVERED AS DESCRIBED, DESCRIPTION IS ADEQUATE
 JU4130
 JU4130                          STATION RECOVERY (2012)
 JU4130
 JU4130'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (WRA)
 JU4130'RECOVERED AS DESCRIBED
 JU4130'USED FOR GPS RAPID STATIC
 JU4130
 JU4130                          STATION RECOVERY (2013)
 JU4130
 JU4130'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4130'RECOVERED IN GOOD CONDITION.
 JU4130
 JU4130                          STATION RECOVERY (2014)
 JU4130
 JU4130'RECOVERY NOTE BY GEOCACHING 2014 (NJS)
 JU4130'MONUMENT BOX APPEARS DAMAGED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DK6531 ***********************************************************************
 DK6531  DESIGNATION -  F 43
 DK6531  PID         -  DK6531
 DK6531  STATE/COUNTY-  DE/SUSSEX
 DK6531  COUNTRY     -  US
 DK6531  USGS QUAD   -  MILTON (2016)
 DK6531
 DK6531                         *CURRENT SURVEY CONTROL
 DK6531  ______________________________________________________________________
 DK6531* NAD 83(1986) POSITION- 38 51 25.     (N) 075 22 18.     (W)   SCALED
 DK6531* NAVD 88 ORTHO HEIGHT -    10.143 (meters)       33.28  (feet) ADJUSTED
 DK6531  ______________________________________________________________________
 DK6531  GEOID HEIGHT    -        -35.432 (meters)                     GEOID18
 DK6531  DYNAMIC HEIGHT  -         10.137 (meters)       33.26  (feet) COMP
 DK6531  MODELED GRAVITY -    980,038.9   (mgal)                       NAVD 88
 DK6531
 DK6531  VERT ORDER      -  SECOND    CLASS II
 DK6531
 DK6531.The horizontal coordinates were scaled from a map and have
 DK6531.an estimated accuracy of +/- 6 seconds.
 DK6531
 DK6531.The orthometric height was determined by differential leveling and
 DK6531.adjusted by the NATIONAL GEODETIC SURVEY
 DK6531.in September 2008.
 DK6531
 DK6531.No vertical observational check was made to the station.
 DK6531
 DK6531.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6531.GEOID18 height accuracy estimate available here.
 DK6531
 DK6531.Click photographs - Photos may exist for this station.
 DK6531
 DK6531.The dynamic height is computed by dividing the NAVD 88
 DK6531.geopotential number by the normal gravity value computed on the
 DK6531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6531.degrees latitude (g = 980.6199 gals.).
 DK6531
 DK6531.The modeled gravity was interpolated from observed gravity values.
 DK6531
 DK6531;                    North         East    Units  Estimated Accuracy
 DK6531;SPC DE       -    95,130.      203,910.      MT  (+/- 180 meters Scaled)
 DK6531
 DK6531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ677009(NAD 83)
 DK6531
 DK6531                          SUPERSEDED SURVEY CONTROL
 DK6531
 DK6531.No superseded survey control is available for this station.
 DK6531
 DK6531_MARKER: DV = VERTICAL CONTROL DISK
 DK6531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6531_STAMPING: F 43 2004
 DK6531_MARK LOGO: NGS
 DK6531_PROJECTION: FLUSH
 DK6531_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6531+STABILITY: SURFACE MOTION
 DK6531_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6531+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2012
 DK6531
 DK6531  HISTORY     - Date     Condition        Report By
 DK6531  HISTORY     - 20041031 MONUMENTED       DEDT
 DK6531  HISTORY     - 20080714 GOOD             DEDT
 DK6531  HISTORY     - 20120207 GOOD             DELCOS
 DK6531
 DK6531                          STATION DESCRIPTION
 DK6531
 DK6531'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008
 DK6531'THE STATION IS LOCATED IN SUSSEX COUNTY, DELAWARE, NEAR CEDAR CREEK
 DK6531'MILLPOND, 5.37 MI (8.6 KM)  (8.64 KM) SOUTHEAST OF MILFORD, 6.40 MI
 DK6531'(10.30 KM) NORTH-NORTHWEST OF MILTON, AND 2.89 MI (4.7 KM)  (4.65 KM)
 DK6531'EAST-SOUTHEAST OF LINCOLN.  THE STATION IS LOCATED ON DELAWARE
 DK6531'DEPARTMENT OF  TRANSPORTATION RIGHT OF WAY.
 DK6531'
 DK6531'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 30 (CEDAR
 DK6531'CREEK ROAD) AND  SUSSEX 214 (CUBBAGE POND ROAD) PROCEED 0.1 MI (0.16
 DK6531'KM) WEST-NORTHWEST ON SUSSEX 214  (CUBBAGE POND ROAD) TO THE
 DK6531'INTERSECTION OF SUSSEX 214 (CUBBAGE POND ROAD) AND SUSSEX  216 (BENSON
 DK6531'ROAD) AND THE STATION ON THE SOUTHEASTERLY CORNER OF THE INTERSECTION.
 DK6531'TO  REACH THE STATION FROM THE RAILROAD CROSSING AND STATE ROUTE 16
 DK6531'(MAIN STREET, ELLENDALE) PROCEED 0.15 MI (0.24 KM) EAST ON STATE ROUTE
 DK6531'16 (MAIN STREET, ELLENDALE) TO THE  INTERSECTION OF STATE ROUTE 16
 DK6531'(MAIN STREET, ELLENDALE) AND SUSSEX 232 (PONDER ROAD)  THENCE PROCEED
 DK6531'2.2 MI (3.54 KM) NORTH-NORTHEAST ALONG SUSSEX 232 (PONDER ROAD) TO THE
 DK6531'INTERSECTION OF SUSSEX 232 (PONDER ROAD) AND SUSSEX 232A (CHURCH
 DK6531'BRANCH ROAD) THENCE  0.4 MI (0.64 KM) EAST-NORTHEAST ALONG SUSSEX 232A
 DK6531'(CHURCH BRANCH ROAD) TO THE  INTERSECTION OF SUSSEX 232A (CHURCH
 DK6531'BRANCH ROAD) AND SUSSEX 38 (JEFFERSON ROAD), THENCE 0.4 MI (0.64 KM)
 DK6531'ALONG SUSSEX 38 (JEFFERSON ROAD) TO THE INTERSECTION OF SUSSEX 38
 DK6531'(JEFFERSON ROAD) AND SUSSEX 216 (BENSON ROAD), THENCE PROCEED 1.7 MI
 DK6531'(2.74 KM)NORTH-  NORTHEAST ALONG SUSSEX 216 (JEFFERSON ROAD) TO THE
 DK6531'INTERSECTION OF SUSSEX 216 (BENSON  ROAD AND SUSSEX 214 (CUBBAGE POND
 DK6531'ROAD AND THE STATION ON THE RIGHT.  THE STATION IS  LOCATED ON THE
 DK6531'SOUTHEASTERLY CORNER OF THE INTERSECTION.  THE STATION IS A BRASS DISK
 DK6531'SET IN THE TOP OF A 1 FOOT (30 CM) DIAMETER CONCRETE MONUMENT.
 DK6531'
 DK6531'THE STATION IS LOCATED 31 FEET (9.45 M) EAST-SOUTHEAST OF THE PHYSICAL
 DK6531'CENTERLINE OF  SUSSEX 216 (BENSON ROAD), 18.4 FEET (5.61 M) OF A
 DK6531'UTILITY POLE WITH 2 GUY WIRES (DEC 39109), AND 63.4 FEET (19.32 M)
 DK6531'SOUTHWEST OF THE PHYSICAL CENTERLINE 0F SUSSEX 214 (CUBBAGE POND
 DK6531'ROAD).
 DK6531
 DK6531                          STATION RECOVERY (2012)
 DK6531
 DK6531'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DK6531'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DM8474 ***********************************************************************
 DM8474  DESIGNATION -  F 47
 DM8474  PID         -  DM8474
 DM8474  STATE/COUNTY-  DE/SUSSEX
 DM8474  COUNTRY     -  US
 DM8474  USGS QUAD   -  MILTON (2016)
 DM8474
 DM8474                         *CURRENT SURVEY CONTROL
 DM8474  ______________________________________________________________________
 DM8474* NAD 83(1986) POSITION- 38 47 13.56   (N) 075 20 04.03   (W)   HD_HELD1
 DM8474* NAVD 88 ORTHO HEIGHT -     9.522 (meters)       31.24  (feet) ADJUSTED
 DM8474  ______________________________________________________________________
 DM8474  GEOID HEIGHT    -        -35.552 (meters)                     GEOID18
 DM8474  DYNAMIC HEIGHT  -          9.517 (meters)       31.22  (feet) COMP
 DM8474  MODELED GRAVITY -    980,033.2   (mgal)                       NAVD 88
 DM8474
 DM8474  VERT ORDER      -  SECOND    CLASS I
 DM8474
 DM8474.The horizontal coordinates were determined by differentially corrected
 DM8474.hand held GPS observations or other comparable positioning techniques
 DM8474.and have an estimated accuracy of +/- 3 meters.
 DM8474
 DM8474.The orthometric height was determined by differential leveling and
 DM8474.adjusted by the NATIONAL GEODETIC SURVEY
 DM8474.in July 2011.
 DM8474
 DM8474.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8474.GEOID18 height accuracy estimate available here.
 DM8474
 DM8474.Click photographs - Photos may exist for this station.
 DM8474
 DM8474.The dynamic height is computed by dividing the NAVD 88
 DM8474.geopotential number by the normal gravity value computed on the
 DM8474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8474.degrees latitude (g = 980.6199 gals.).
 DM8474
 DM8474.The modeled gravity was interpolated from observed gravity values.
 DM8474
 DM8474;                    North         East    Units  Estimated Accuracy
 DM8474;SPC DE       -    87,374.0     207,143.2     MT  (+/- 3 meters HH1 GPS) 
 DM8474
 DM8474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7095293204(NAD 83)
 DM8474
 DM8474                          SUPERSEDED SURVEY CONTROL
 DM8474
 DM8474.No superseded survey control is available for this station.
 DM8474
 DM8474_MARKER: DD = SURVEY DISK
 DM8474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8474_STAMPING: F 47 2010
 DM8474_MARK LOGO: DEDT
 DM8474_PROJECTION: FLUSH
 DM8474_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8474+STABILITY: SURFACE MOTION
 DM8474
 DM8474  HISTORY     - Date     Condition        Report By
 DM8474  HISTORY     - 20100506 MONUMENTED       DEDT
 DM8474
 DM8474                          STATION DESCRIPTION
 DM8474
 DM8474'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (BRC)
 DM8474'THE MARK IS LOCATED ABOUT 5.1 MI (8.2 KM) NORTH-NORTHWEST OF HARBESON,
 DM8474'5.0 MI (8.0 KM) EAST-SOUTHEAST OF ELLENDALE AND 1.5 MI (2.4 KM)
 DM8474'WEST-NORTHWEST OF MILTON.
 DM8474'
 DM8474'TO REACH FROM THE INTERSECTION OF STATE ROUTE 16 (MILTON-ELLENDALE
 DM8474'HWY) AND STATE ROUTE 5 (UNION STREET) IN MILTON PROCEED WEST 1.0 MI
 DM8474'(1.6 KM) ALONG STATE ROUTE 16 (MILTON-ELLENDALE HWY)TO THE MARK ON THE
 DM8474'RIGHT.
 DM8474'
 DM8474'THE MARK IS 147.7 FT (45.0 M) EAST OF THE CENTERLINE OF THE PAVED
 DM8474'DRIVEWAY TO 22999 MILTON-ELLENDALE HIGHWAY, 122.6 FT (37.4 M)
 DM8474'SOUTHEAST OF THE SOUTHEASTERLY CORNER OF A 2 STORY FRAME HOUSE AT
 DM8474'22999 MILTON-ELLENDALE HIGHWAY, 4 FT (1.2 M) SOUTH OF A UTILITY POLE
 DM8474'(DEC 42655) AND 25.3 FT (7.7 M) WEST OF A SET REBAR PROPERTY CORNER
 DM8474'WITH A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1199 ***********************************************************************
 JU1199  DESIGNATION -  F 5
 JU1199  PID         -  JU1199
 JU1199  STATE/COUNTY-  DE/NEW CASTLE
 JU1199  COUNTRY     -  US
 JU1199  USGS QUAD   -  MIDDLETOWN (2016)
 JU1199
 JU1199                         *CURRENT SURVEY CONTROL
 JU1199  ______________________________________________________________________
 JU1199* NAD 83(1986) POSITION- 39 23 35.     (N) 075 41 38.     (W)   SCALED
 JU1199* NAVD 88 ORTHO HEIGHT -    19.792 (meters)       64.93  (feet) ADJUSTED
 JU1199  ______________________________________________________________________
 JU1199  GEOID HEIGHT    -        -33.610 (meters)                     GEOID18
 JU1199  DYNAMIC HEIGHT  -         19.782 (meters)       64.90  (feet) COMP
 JU1199  MODELED GRAVITY -    980,115.9   (mgal)                       NAVD 88
 JU1199
 JU1199  VERT ORDER      -  SECOND    CLASS 0
 JU1199
 JU1199.The horizontal coordinates were scaled from a map and have
 JU1199.an estimated accuracy of +/- 6 seconds.
 JU1199
 JU1199.The orthometric height was determined by differential leveling and
 JU1199.adjusted by the NATIONAL GEODETIC SURVEY
 JU1199.in June 1991.
 JU1199
 JU1199.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1199.GEOID18 height accuracy estimate available here.
 JU1199
 JU1199.Click photographs - Photos may exist for this station.
 JU1199
 JU1199.The dynamic height is computed by dividing the NAVD 88
 JU1199.geopotential number by the normal gravity value computed on the
 JU1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1199.degrees latitude (g = 980.6199 gals.).
 JU1199
 JU1199.The modeled gravity was interpolated from observed gravity values.
 JU1199
 JU1199;                    North         East    Units  Estimated Accuracy
 JU1199;SPC DE       -   154,680.      176,120.      MT  (+/- 180 meters Scaled)
 JU1199
 JU1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ402606(NAD 83)
 JU1199
 JU1199                          SUPERSEDED SURVEY CONTROL
 JU1199
 JU1199  NGVD 29 (11/26/84)   20.032  (m)           65.72   (f) ADJUSTED    2 0
 JU1199
 JU1199.Superseded values are not recommended for survey control.
 JU1199
 JU1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1199.See file dsdata.pdf to determine how the superseded data were derived.
 JU1199
 JU1199_MARKER: DB = BENCH MARK DISK
 JU1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1199_STAMPING: F 5 1935
 JU1199_MARK LOGO: CGS
 JU1199_PROJECTION: FLUSH
 JU1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1199+STABILITY: SURFACE MOTION
 JU1199
 JU1199  HISTORY     - Date     Condition        Report By
 JU1199  HISTORY     - 1935     MONUMENTED       CGS
 JU1199  HISTORY     - 1964     GOOD             CGS
 JU1199  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1199  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1199
 JU1199                          STATION DESCRIPTION
 JU1199
 JU1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1199'AT TOWNSEND.
 JU1199'ON THE PENNSYLVANIA RAILROAD AT TOWNSEND, 70 FEET SOUTH OF
 JU1199'SOUTH END OF THE ABANDONED STATION, 60 FEET EAST OF EAST RAIL
 JU1199'21 FEET WEST OF CENTER OF THE CINDER ROAD AND 4.5 FEET WEST OF A
 JU1199'30 INCH MAPLE TREE.  A STANDARD DISK IN THE TOP OF A CONCRETE
 JU1199'POST AND FLUSH WITH THE GROUND.
 JU1199
 JU1199                          STATION RECOVERY (1981)
 JU1199
 JU1199'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1199'MARK NOT FOUND.
 JU1199
 JU1199                          STATION RECOVERY (2013)
 JU1199
 JU1199'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1199'NOW UNDER GRAIN SILOS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0208 ***********************************************************************
 HU0208  DESIGNATION -  F 8
 HU0208  PID         -  HU0208
 HU0208  STATE/COUNTY-  DE/SUSSEX
 HU0208  COUNTRY     -  US
 HU0208  USGS QUAD   -  TRAP POND (2016)
 HU0208
 HU0208                         *CURRENT SURVEY CONTROL
 HU0208  ______________________________________________________________________
 HU0208* NAD 83(1986) POSITION- 38 32 25.     (N) 075 28 12.     (W)   SCALED
 HU0208* NAVD 88 ORTHO HEIGHT -    11.754 (meters)       38.56  (feet) ADJUSTED
 HU0208  ______________________________________________________________________
 HU0208  GEOID HEIGHT    -        -35.714 (meters)                     GEOID18
 HU0208  DYNAMIC HEIGHT  -         11.747 (meters)       38.54  (feet) COMP
 HU0208  MODELED GRAVITY -    980,014.6   (mgal)                       NAVD 88
 HU0208
 HU0208  VERT ORDER      -  SECOND    CLASS 0
 HU0208
 HU0208.The horizontal coordinates were scaled from a map and have
 HU0208.an estimated accuracy of +/- 6 seconds.
 HU0208
 HU0208.The orthometric height was determined by differential leveling and
 HU0208.adjusted by the NATIONAL GEODETIC SURVEY
 HU0208.in June 1991.
 HU0208
 HU0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0208.GEOID18 height accuracy estimate available here.
 HU0208
 HU0208.Click photographs - Photos may exist for this station.
 HU0208
 HU0208.The dynamic height is computed by dividing the NAVD 88
 HU0208.geopotential number by the normal gravity value computed on the
 HU0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0208.degrees latitude (g = 980.6199 gals.).
 HU0208
 HU0208.The modeled gravity was interpolated from observed gravity values.
 HU0208
 HU0208;                    North         East    Units  Estimated Accuracy
 HU0208;SPC DE       -    59,970.      195,350.      MT  (+/- 180 meters Scaled)
 HU0208
 HU0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH590658(NAD 83)
 HU0208
 HU0208                          SUPERSEDED SURVEY CONTROL
 HU0208
 HU0208  NGVD 29 (11/26/84)   11.997  (m)           39.36   (f) ADJUSTED    2 0
 HU0208
 HU0208.Superseded values are not recommended for survey control.
 HU0208
 HU0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0208.See file dsdata.pdf to determine how the superseded data were derived.
 HU0208
 HU0208_MARKER: DB = BENCH MARK DISK
 HU0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0208_STAMPING: F 8 1942
 HU0208_MARK LOGO: CGS
 HU0208_PROJECTION: FLUSH
 HU0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0208+STABILITY: SURFACE MOTION
 HU0208
 HU0208  HISTORY     - Date     Condition        Report By
 HU0208  HISTORY     - 1942     MONUMENTED       CGS
 HU0208  HISTORY     - 1965     GOOD             CGS
 HU0208  HISTORY     - 1981     GOOD             UDE
 HU0208  HISTORY     - 1987     POOR             USPSQD
 HU0208  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0208
 HU0208                          STATION DESCRIPTION
 HU0208
 HU0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0208'6 MI E FROM LAUREL.
 HU0208'THIS MARK IS ALONG HIGHWAY 24 ABOUT 6 MILES EAST OF THE
 HU0208'INTERSECTION OF MARKET AND CENTRAL STREETS IN LAUREL, SUSSEX
 HU0208'COUNTY, AT THE JUNCTION OF THE HIGHWAY WITH STATE ROAD NUMBER
 HU0208'472 RUNNING NORTHEAST FROM THE HIGHWAY, OPPOSITE THE JUNCTION,
 HU0208'IN A CULTIVATED FIELD, 28.5 FEET SOUTHWEST OF THE CENTER LINE
 HU0208'OF THE HIGHWAY, IN LINE WITH THE POLES AND 3 FEET SOUTH OF POLE
 HU0208'NUMBER 116, AND IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 HU0208'POST ABOUT FLUSH WITH THE GROUND AND ABOUT 3 FEET NORTHWEST OF A
 HU0208'STANDARD REFERENCE POST.
 HU0208
 HU0208                          STATION RECOVERY (1965)
 HU0208
 HU0208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HU0208'RECOVERED IN GOOD CONDITION.
 HU0208
 HU0208                          STATION RECOVERY (1981)
 HU0208
 HU0208'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0208'RECOVERED IN GOOD CONDITION.
 HU0208
 HU0208                          STATION RECOVERY (1987)
 HU0208
 HU0208'RECOVERY NOTE BY US POWER SQUADRON 1987 (DAP)
 HU0208'MARK RECOVERED IN POOR CONDITION.
 HU0208
 HU0208                          STATION RECOVERY (2013)
 HU0208
 HU0208'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0208'THE JUNCTION IN PREVIOUS DESCRIPTION IS ADAMS ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0353 ***********************************************************************
 HU0353  DESIGNATION -  F 9
 HU0353  PID         -  HU0353
 HU0353  STATE/COUNTY-  DE/SUSSEX
 HU0353  COUNTRY     -  US
 HU0353  USGS QUAD   -  WHALEYVILLE (2016)
 HU0353
 HU0353                         *CURRENT SURVEY CONTROL
 HU0353  ______________________________________________________________________
 HU0353* NAD 83(1986) POSITION- 38 28 48.92   (N) 075 19 03.22   (W)   HD_HELD1
 HU0353* NAVD 88 ORTHO HEIGHT -    11.934 (meters)       39.15  (feet) ADJUSTED
 HU0353  ______________________________________________________________________
 HU0353  GEOID HEIGHT    -        -35.820 (meters)                     GEOID18
 HU0353  DYNAMIC HEIGHT  -         11.927 (meters)       39.13  (feet) COMP
 HU0353  MODELED GRAVITY -    980,016.8   (mgal)                       NAVD 88
 HU0353
 HU0353  VERT ORDER      -  SECOND    CLASS 0
 HU0353
 HU0353.The horizontal coordinates were determined by differentially corrected
 HU0353.hand held GPS observations or other comparable positioning techniques
 HU0353.and have an estimated accuracy of +/- 3 meters.
 HU0353
 HU0353.The orthometric height was determined by differential leveling and
 HU0353.adjusted by the NATIONAL GEODETIC SURVEY
 HU0353.in June 1991.
 HU0353
 HU0353.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0353.GEOID18 height accuracy estimate available here.
 HU0353
 HU0353.Click photographs - Photos may exist for this station.
 HU0353
 HU0353.The dynamic height is computed by dividing the NAVD 88
 HU0353.geopotential number by the normal gravity value computed on the
 HU0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0353.degrees latitude (g = 980.6199 gals.).
 HU0353
 HU0353.The modeled gravity was interpolated from observed gravity values.
 HU0353
 HU0353;                    North         East    Units  Estimated Accuracy
 HU0353;SPC DE       -    53,313.2     208,647.6     MT  (+/- 3 meters HH1 GPS) 
 HU0353
 HU0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7230159150(NAD 83)
 HU0353
 HU0353                          SUPERSEDED SURVEY CONTROL
 HU0353
 HU0353  NGVD 29 (11/26/84)   12.176  (m)           39.95   (f) ADJUSTED    2 0
 HU0353
 HU0353.Superseded values are not recommended for survey control.
 HU0353
 HU0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0353.See file dsdata.pdf to determine how the superseded data were derived.
 HU0353
 HU0353_MARKER: DB = BENCH MARK DISK
 HU0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0353_STAMPING: F 9 1942
 HU0353_MARK LOGO: CGS
 HU0353_PROJECTION: PROJECTING 15 CENTIMETERS
 HU0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0353+STABILITY: SURFACE MOTION
 HU0353
 HU0353  HISTORY     - Date     Condition        Report By
 HU0353  HISTORY     - 1942     MONUMENTED       CGS
 HU0353  HISTORY     - 1943     GOOD             CGS
 HU0353  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0353  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0353
 HU0353                          STATION DESCRIPTION
 HU0353
 HU0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0353'6.2 MI W FROM SELBYVILLE.
 HU0353'6.2 MILES WEST ALONG STATE HIGHWAY 60 FROM THE RAILROAD CROSSING
 HU0353'AT SELBYVILLE, SUSSEX COUNTY, ABOUT 300 FEET EAST OF THE JUNCTION
 HU0353'OF SECONDARY ROAD 417, ABOUT 90 FEET EAST OF A DIRT ROAD LEADING
 HU0353'NORTH, AT THE WEST EDGE OF A SMALL WOODED AREA, AND 27 FEET NORTH
 HU0353'OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 HU0353'F 9 1942 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 HU0353'INCHES ABOVE GROUND.
 HU0353
 HU0353                          STATION RECOVERY (1943)
 HU0353
 HU0353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 HU0353'RECOVERED IN GOOD CONDITION.
 HU0353
 HU0353                          STATION RECOVERY (1981)
 HU0353
 HU0353'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0353'MARK NOT FOUND.
 HU0353
 HU0353                          STATION RECOVERY (2013)
 HU0353
 HU0353'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0353'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1710 ***********************************************************************
 JU1710  DESIGNATION -  FARN
 JU1710  PID         -  JU1710
 JU1710  STATE/COUNTY-  DE/NEW CASTLE
 JU1710  COUNTRY     -  US
 JU1710  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1710
 JU1710                         *CURRENT SURVEY CONTROL
 JU1710  ______________________________________________________________________
 JU1710* NAD 83(1991) POSITION- 39 41 46.80455(N) 075 33 57.77858(W)   ADJUSTED
 JU1710* NAVD 88 ORTHO HEIGHT -    22.285 (meters)       73.11  (feet) ADJUSTED
 JU1710  ______________________________________________________________________
 JU1710  GEOID HEIGHT    -        -33.024 (meters)                     GEOID18
 JU1710  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 JU1710  DYNAMIC HEIGHT  -         22.274 (meters)       73.08  (feet) COMP
 JU1710  MODELED GRAVITY -    980,167.8   (mgal)                       NAVD 88
 JU1710
 JU1710  HORZ ORDER      -  SECOND
 JU1710  VERT ORDER      -  SECOND    CLASS 0
 JU1710
 JU1710.The horizontal coordinates were established by classical geodetic methods
 JU1710.and adjusted by the National Geodetic Survey in January 1992.
 JU1710
 JU1710.The orthometric height was determined by differential leveling and
 JU1710.adjusted by the NATIONAL GEODETIC SURVEY
 JU1710.in June 1991.
 JU1710
 JU1710.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1710.GEOID18 height accuracy estimate available here.
 JU1710
 JU1710.Click photographs - Photos may exist for this station.
 JU1710
 JU1710.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1710
 JU1710.The dynamic height is computed by dividing the NAVD 88
 JU1710.geopotential number by the normal gravity value computed on the
 JU1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1710.degrees latitude (g = 980.6199 gals.).
 JU1710
 JU1710.The modeled gravity was interpolated from observed gravity values.
 JU1710
 JU1710. The following values were computed from the NAD 83(1991) position.
 JU1710
 JU1710;                    North         East     Units Scale Factor Converg.
 JU1710;SPC DE       -   188,324.247   187,187.350   MT  0.99999702   -0 05 43.5
 JU1710;SPC DE       -   617,860.47    614,130.50   sFT  0.99999702   -0 05 43.5
 JU1710;SPC NJ       -    96,344.590    58,572.107   MT  1.00000288   -0 40 51.4
 JU1710;SPC NJ       -   316,090.54    192,165.32   sFT  1.00000288   -0 40 51.4
 JU1710;UTM  18      - 4,394,207.338   451,468.679   MT  0.99962900   -0 21 41.6
 JU1710
 JU1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1710!SPC DE       -   1.00000168  x   0.99999702  =   0.99999870
 JU1710!SPC NJ       -   1.00000168  x   1.00000288  =   1.00000456
 JU1710!UTM  18      -   1.00000168  x   0.99962900  =   0.99963068
 JU1710
 JU1710:                Primary Azimuth Mark                     Grid Az
 JU1710:SPC DE       -  WAR MEMORIAL                             098 10 58.3
 JU1710:SPC NJ       -  WAR MEMORIAL                             098 46 06.2
 JU1710:UTM  18      -  WAR MEMORIAL                             098 26 56.4
 JU1710
 JU1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5146894207(NAD 83)
 JU1710
 JU1710|---------------------------------------------------------------------|
 JU1710| PID    Reference Object                     Distance      Geod. Az  |
 JU1710|                                                           dddmmss.s |
 JU1710| JU1711 FARN RM 1                            10.638 METERS 09227     |
 JU1710| JU2127 WAR MEMORIAL                        APPROX. 1.3 KM 0980514.8 |
 JU1710| JU1709 FARN RM 2                            11.598 METERS 27509     |
 JU1710| JU3715 WILMINGTON STATE HOSP SMALL TK      APPROX. 1.0 KM 2831733.4 |
 JU1710| JU3673 DELAWARE STATE HOSP TALLER TK       APPROX. 1.0 KM 2881326.8 |
 JU1710| JU3714 WILMINGTON ST HOSP SILVER TANK      APPROX. 1.1 KM 3144612.5 |
 JU1710| JU3717 WILMINGTON ARTESIAN BLACK TANK      APPROX. 1.2 KM 3440817.7 |
 JU1710| JU3718 WILMINGTON ARTESIAN CHECK TANK      APPROX. 1.2 KM 3450444.1 |
 JU1710|---------------------------------------------------------------------|
 JU1710
 JU1710                          SUPERSEDED SURVEY CONTROL
 JU1710
 JU1710  NAD 83(1986)-  39 41 46.79931(N)    075 33 57.78514(W) AD(       ) 2
 JU1710  NAD 27      -  39 41 46.39090(N)    075 33 59.05970(W) AD(       ) 2
 JU1710  NGVD 29              22.65   (m)           74.3    (f) LEVELING    3  
 JU1710  NGVD 29 (11/26/84)   22.649  (m)           74.31   (f) ADJUSTED    2 0
 JU1710
 JU1710.Superseded values are not recommended for survey control.
 JU1710
 JU1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1710.See file dsdata.pdf to determine how the superseded data were derived.
 JU1710
 JU1710_MARKER: DS = TRIANGULATION STATION DISK
 JU1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1710_STAMPING: FARN 1958
 JU1710_MARK LOGO: CGS
 JU1710_PROJECTION: FLUSH
 JU1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1710+STABILITY: SURFACE MOTION
 JU1710
 JU1710  HISTORY     - Date     Condition        Report By
 JU1710  HISTORY     - 1958     MONUMENTED       CGS
 JU1710  HISTORY     - 1959     GOOD             CGS
 JU1710  HISTORY     - 1963     GOOD             CGS
 JU1710  HISTORY     - 1965     GOOD             CGS
 JU1710  HISTORY     - 19910423 MARK NOT FOUND   USGS
 JU1710
 JU1710                          STATION DESCRIPTION
 JU1710
 JU1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JU1710'STATION IS LOCATED NEAR THE SOUTH EDGE OF HIGHWAY MEDIAN ALONG
 JU1710'U.S. HIGHWAY NO. 40 ABOUT 3-1/2 MILES SOUTHWEST OF THE POST
 JU1710'OFFICE IN WILMINGTON, ABOUT 0.9 MILE WEST OF THE TOLL GATE OF
 JU1710'THE DELAWARE MEMORIAL BRIDGE AND JUST SOUTH OF THE GRACELAWN
 JU1710'CEMETERY.  STATION IS 117 FEET EAST OF STORM SEWER, 33 FEET
 JU1710'NORTH OF APPROXIMATE CENTERLINE OF EAST BOUND TRAFFIC LANE OF
 JU1710'U.S. HIGHWAY NO. 40 AND 3-1/2 FEET SOUTH OF SOUTH EDGE OF
 JU1710'GUTTER.  THE MARK IS A STANDARD STATION DISK SET IN A 12X12
 JU1710'INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND AND THE
 JU1710'DISK IS STAMPED FARN 1958.
 JU1710'
 JU1710'REFERENCE MARK NO. 1 IS 12 FEET WEST OF A TRAFFIC SIGN AND 2
 JU1710'FEET SOUTH OF A CONCRETE GUTTER.  THE MARK IS A STANDARD
 JU1710'REFERENCE DISK SET IN A 12X12 INCH CONCRETE MONUMENT WHICH
 JU1710'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED FARN NO 1 1958.
 JU1710'
 JU1710'REFERENCE MARK NO. 2 IS 78 FEET EAST OF A STORM SEWER AND 2
 JU1710'FEET SOUTH OF A GUTTER.  THE MARK IS A STANDARD REFERENCE DISK
 JU1710'SET IN A 12X12 INCH CONCRETE MONUMENT WHICH PROJECTS 1 INCH AND
 JU1710'THE DISK IS STAMPED FARN NO 2 1958.
 JU1710'
 JU1710'STATION WAR MEMORIAL IS VISIBLE FROM GROUND AND MAY BE USED
 JU1710'AS AZIMUTH MARK.
 JU1710'
 JU1710'TO REACH FROM THE TOLL GATE AT DELAWARE MEMORIAL BRIDGE, GO
 JU1710'WESTERLY ON U.S. HIGHWAY NO. 40 FOR 0.85 MILE TO STATION ON
 JU1710'LEFT (SOUTH) SIDE OF WEST BOUND TRAFFIC LANE JUST BEFORE
 JU1710'REACHING OVERHEAD SIGN.
 JU1710'
 JU1710'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU1710
 JU1710                          STATION RECOVERY (1959)
 JU1710
 JU1710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JU1710'0.5 MI E FROM FARNHURST.
 JU1710'0.5 MILE EAST OF FARNHURST, ALONG U.S. HIGHWAY 40, ABOUT 0.9 MILE
 JU1710'WEST ALONG HIGHWAY 40 FROM TOLL GATE FOR DELAWARE MEMORIAL BRIDGE,
 JU1710'IN THE DIVIDING STRIP BETWEEN THE LANES OF HIGHWAY, 34 FEET NORTH
 JU1710'OF CENTER LINE OF EAST BOUND LANE OF HIGHWAY 40, 3.3 FEET SOUTH
 JU1710'OF SOUTH EDGE OF CONCRETE GUTTER, 329 1/2 FEET EAST OF SOUTHEAST
 JU1710'CORNER OF CONCRETE BASE OF SOUTH END OF A STEEL ARCH OVER WEST
 JU1710'BOUND LANE OF HIGHWAY SUPPORTING HIGHWAY SIGNS, 38 FEET EAST OF
 JU1710'RM NO. 2, 34.9 FEET WEST OF RM NO. 1, ABOUT LEVEL WITH HIGHWAY AND
 JU1710'SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 JU1710
 JU1710                          STATION RECOVERY (1963)
 JU1710
 JU1710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MJT)
 JU1710'STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 JU1710'CONDITION AS DESCRIBED.  A REFERENCE MEASUREMENT OF 26.3 FT
 JU1710'EAST OF THE SOUTHEAST CORNER OF A SMALL CONCRETE CULVERT
 JU1710'HEADWALL SHOULD BE ADDED TO THE STATION DESCRIPTION.
 JU1710'
 JU1710'MEASUREMENT FROM STATION MARK TO REFERENCE MARK NO. 2
 JU1710'INDICATES IT IS COVERED WITH A LAYER OF ASPHALT LAID IN THE
 JU1710'CONSTRUCTION OF A TRAFFIC LANE CROSS-OVER SINCE THE STATION
 JU1710'WAS ESTABLISHED.
 JU1710
 JU1710                          STATION RECOVERY (1965)
 JU1710
 JU1710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 JU1710'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AS
 JU1710'DESCRIBED AND FOUND IN GOOD CONDITION.
 JU1710'
 JU1710'REFERENCE MARK NO. 2 WAS SEARCHED FOR BUT NOT RECOVERED.  A
 JU1710'CROSS-OVER WAS CONSTRUCTED OVER ITS APPARENT LOCATION.
 JU1710'
 JU1710'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 JU1710
 JU1710                          STATION RECOVERY (1991)
 JU1710
 JU1710'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1710'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1711 ***********************************************************************
 JU1711  DESIGNATION -  FARN RM 1
 JU1711  PID         -  JU1711
 JU1711  STATE/COUNTY-  DE/NEW CASTLE
 JU1711  COUNTRY     -  US
 JU1711  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1711
 JU1711                         *CURRENT SURVEY CONTROL
 JU1711  ______________________________________________________________________
 JU1711* NAD 83(1986) POSITION- 39 41 46.79   (N) 075 33 57.33   (W)   HD_HELD1
 JU1711* NAVD 88 ORTHO HEIGHT -    22.171 (meters)       72.74  (feet) ADJUSTED
 JU1711  ______________________________________________________________________
 JU1711  GEOID HEIGHT    -        -33.024 (meters)                     GEOID18
 JU1711  DYNAMIC HEIGHT  -         22.161 (meters)       72.71  (feet) COMP
 JU1711  MODELED GRAVITY -    980,167.8   (mgal)                       NAVD 88
 JU1711
 JU1711  VERT ORDER      -  SECOND    CLASS 0
 JU1711
 JU1711.The horizontal coordinates were determined by differentially corrected
 JU1711.hand held GPS observations or other comparable positioning techniques
 JU1711.and have an estimated accuracy of +/- 3 meters.
 JU1711
 JU1711.The orthometric height was determined by differential leveling and
 JU1711.adjusted by the NATIONAL GEODETIC SURVEY
 JU1711.in June 1991.
 JU1711
 JU1711.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1711.GEOID18 height accuracy estimate available here.
 JU1711
 JU1711.Click photographs - Photos may exist for this station.
 JU1711
 JU1711.The dynamic height is computed by dividing the NAVD 88
 JU1711.geopotential number by the normal gravity value computed on the
 JU1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1711.degrees latitude (g = 980.6199 gals.).
 JU1711
 JU1711.The modeled gravity was interpolated from observed gravity values.
 JU1711
 JU1711;                    North         East    Units  Estimated Accuracy
 JU1711;SPC DE       -   188,323.8     187,198.0     MT  (+/- 3 meters HH1 GPS) 
 JU1711
 JU1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5147994206(NAD 83)
 JU1711
 JU1711                          SUPERSEDED SURVEY CONTROL
 JU1711
 JU1711  NGVD 29 (11/26/84)   22.535  (m)           73.93   (f) ADJUSTED    2 0
 JU1711
 JU1711.Superseded values are not recommended for survey control.
 JU1711
 JU1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1711.See file dsdata.pdf to determine how the superseded data were derived.
 JU1711
 JU1711_MARKER: DR = REFERENCE MARK DISK
 JU1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1711_STAMPING: FARN NO 1 1958
 JU1711_MARK LOGO: CGS
 JU1711_PROJECTION: FLUSH
 JU1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1711+STABILITY: SURFACE MOTION
 JU1711
 JU1711  HISTORY     - Date     Condition        Report By
 JU1711  HISTORY     - 1958     MONUMENTED       CGS
 JU1711  HISTORY     - 1959     GOOD             CGS
 JU1711  HISTORY     - 19910423 MARK NOT FOUND   USGS
 JU1711
 JU1711                          STATION DESCRIPTION
 JU1711
 JU1711'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1711'0.5 MI E FROM FARNHURST.
 JU1711'34.9 FEET EAST OF TRIANGULATION STATION FARN, DESCRIBED, IN
 JU1711'DIVIDING STRIP BETWEEN LANES OF HIGHWAY 40, 35 FEET NORTH OF
 JU1711'CENTER LINE OF EAST BOUND LANE OF HIGHWAY, 2.5 FEET SOUTH OF
 JU1711'SOUTH EDGE OF CONCRETE GUTTER, 72.9 FEET EAST OF RM NO. 2 AND
 JU1711'SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 JU1711
 JU1711                          STATION RECOVERY (1991)
 JU1711
 JU1711'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1711'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1709 ***********************************************************************
 JU1709  DESIGNATION -  FARN RM 2
 JU1709  PID         -  JU1709
 JU1709  STATE/COUNTY-  DE/NEW CASTLE
 JU1709  COUNTRY     -  US
 JU1709  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1709
 JU1709                         *CURRENT SURVEY CONTROL
 JU1709  ______________________________________________________________________
 JU1709* NAD 83(1986) POSITION- 39 41 46.84   (N) 075 33 58.26   (W)   HD_HELD1
 JU1709* NAVD 88 ORTHO HEIGHT -    22.473 (meters)       73.73  (feet) ADJUSTED
 JU1709  ______________________________________________________________________
 JU1709  GEOID HEIGHT    -        -33.023 (meters)                     GEOID18
 JU1709  DYNAMIC HEIGHT  -         22.463 (meters)       73.70  (feet) COMP
 JU1709  MODELED GRAVITY -    980,167.8   (mgal)                       NAVD 88
 JU1709
 JU1709  VERT ORDER      -  SECOND    CLASS 0
 JU1709
 JU1709.The horizontal coordinates were determined by differentially corrected
 JU1709.hand held GPS observations or other comparable positioning techniques
 JU1709.and have an estimated accuracy of +/- 3 meters.
 JU1709
 JU1709.The orthometric height was determined by differential leveling and
 JU1709.adjusted by the NATIONAL GEODETIC SURVEY
 JU1709.in June 1991.
 JU1709
 JU1709.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1709.GEOID18 height accuracy estimate available here.
 JU1709
 JU1709.Click photographs - Photos may exist for this station.
 JU1709
 JU1709.The dynamic height is computed by dividing the NAVD 88
 JU1709.geopotential number by the normal gravity value computed on the
 JU1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1709.degrees latitude (g = 980.6199 gals.).
 JU1709
 JU1709.The modeled gravity was interpolated from observed gravity values.
 JU1709
 JU1709;                    North         East    Units  Estimated Accuracy
 JU1709;SPC DE       -   188,325.4     187,175.9     MT  (+/- 3 meters HH1 GPS) 
 JU1709
 JU1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5145794208(NAD 83)
 JU1709
 JU1709                          SUPERSEDED SURVEY CONTROL
 JU1709
 JU1709  NGVD 29 (11/26/84)   22.837  (m)           74.92   (f) ADJUSTED    2 0
 JU1709
 JU1709.Superseded values are not recommended for survey control.
 JU1709
 JU1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1709.See file dsdata.pdf to determine how the superseded data were derived.
 JU1709
 JU1709_MARKER: DR = REFERENCE MARK DISK
 JU1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1709_STAMPING: FARN NO 2 1958
 JU1709_MARK LOGO: CGS
 JU1709_PROJECTION: PROJECTING 3 CENTIMETERS
 JU1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1709+STABILITY: SURFACE MOTION
 JU1709
 JU1709  HISTORY     - Date     Condition        Report By
 JU1709  HISTORY     - 1958     MONUMENTED       CGS
 JU1709  HISTORY     - 1959     GOOD             CGS
 JU1709  HISTORY     - 19910423 MARK NOT FOUND   USGS
 JU1709
 JU1709                          STATION DESCRIPTION
 JU1709
 JU1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1709'0.5 MI E FROM FARNHURST.
 JU1709'38 FEET WEST OF TRIANGULATION STATION FARN, DESCRIBED, IN
 JU1709'DIVIDING STRIP BETWEEN HIGHWAY LANES, 35 1/2 FEET NORTH OF CENTER
 JU1709'LINE OF EAST BOUND LANE OF HIGHWAY, 2.3 FEET SOUTH OF SOUTH EDGE
 JU1709'OF CONCRETE GUTTER, 78 FEET EAST OF SOUTHEAST CORNER OF STORM
 JU1709'SEWER WITH CONCRETE LID IN GUTTER, 72.9 FEET WEST OF RM NO. 1
 JU1709'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 JU1709
 JU1709                          STATION RECOVERY (1991)
 JU1709
 JU1709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1709'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3407 ***********************************************************************
 JU3407  DESIGNATION -  FENNIMORES
 JU3407  PID         -  JU3407
 JU3407  STATE/COUNTY-  DE/NEW CASTLE
 JU3407  COUNTRY     -  US
 JU3407  USGS QUAD   -  TAYLORS BRIDGE (2016)
 JU3407
 JU3407                         *CURRENT SURVEY CONTROL
 JU3407  ______________________________________________________________________
 JU3407* NAD 83(1991) POSITION- 39 27 56.75141(N) 075 36 46.74045(W)   ADJUSTED
 JU3407* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 JU3407  ______________________________________________________________________
 JU3407  GEOID HEIGHT    -        -33.604 (meters)                     GEOID18
 JU3407  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 JU3407  HORZ ORDER      -  SECOND
 JU3407
 JU3407.The horizontal coordinates were established by classical geodetic methods
 JU3407.and adjusted by the National Geodetic Survey in January 1992.
 JU3407
 JU3407.The orthometric height was scaled from a topographic map.
 JU3407
 JU3407.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3407.GEOID18 height accuracy estimate available here.
 JU3407
 JU3407.Click photographs - Photos may exist for this station.
 JU3407
 JU3407.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3407
 JU3407. The following values were computed from the NAD 83(1991) position.
 JU3407
 JU3407;                    North         East     Units Scale Factor Converg.
 JU3407;SPC DE       -   162,732.666   183,105.918   MT  0.99999851   -0 07 29.2
 JU3407;SPC DE       -   533,898.76    600,740.00   sFT  0.99999851   -0 07 29.2
 JU3407;SPC NJ       -    70,795.690    54,229.947   MT  1.00001289   -0 42 26.9
 JU3407;SPC NJ       -   232,268.86    177,919.42   sFT  1.00001289   -0 42 26.9
 JU3407;UTM  18      - 4,368,644.308   447,270.245   MT  0.99963423   -0 23 22.7
 JU3407
 JU3407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3407!SPC DE       -   1.00000531  x   0.99999851  =   1.00000382
 JU3407!SPC NJ       -   1.00000531  x   1.00001289  =   1.00001820
 JU3407!UTM  18      -   1.00000531  x   0.99963423  =   0.99963954
 JU3407
 JU3407:                Primary Azimuth Mark                     Grid Az
 JU3407:SPC DE       -  CARROW                                   347 05 34.2
 JU3407:SPC NJ       -  CARROW                                   347 40 31.9
 JU3407:UTM  18      -  CARROW                                   347 21 27.7
 JU3407
 JU3407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4727068644(NAD 83)
 JU3407
 JU3407|---------------------------------------------------------------------|
 JU3407| PID    Reference Object                     Distance      Geod. Az  |
 JU3407|                                                           dddmmss.s |
 JU3407| JU3773 DELAWARE CITY CANAL BRI N PIER      APPROX.10.6 KM 0140115.0 |
 JU3407| JU3774 DELAWARE CITY CANAL BRI S PIER      APPROX.10.5 KM 0141120.2 |
 JU3407| JU3775 BAKER REAR RANGE LIGHT              APPROX. 9.1 KM 0235807.6 |
 JU3407| JU3786 PORT PENN PRESB CHURCH SPIRE        APPROX. 6.4 KM 0275742.8 |
 JU3407| CB1496 FENNIMORES RM 2                      62.993 METERS 03531     |
 JU3407| JU3788 REEDY ISLAND QUARANTINE STA TK      APPROX. 7.0 KM 0382323.6 |
 JU3407| JU3787 REEDY ISLAND BAKER F RANGE LT       APPROX. 6.3 KM 0394019.0 |
 JU3407| CB1494 FENNIMORES AZ MK                                   0801114.7 |
 JU3407| JU3410 REEDY ISLAND DIKE FLASHING LT       APPROX. 3.3 KM 0855711.3 |
 JU3407| JU3438 TOWNSEND WATER TANK                 APPROX.10.5 KM 2201013.4 |
 JU3407| JU3436 ODESSA DRAWYERS PRESB CH SPIRE      APPROX. 4.2 KM 2543706.3 |
 JU3407| CB1495 FENNIMORES RM 1                      30.053 METERS 28204     |
 JU3407| JU3804 SAINT GEORGES CANAL BRI S PIER      APPROX.10.2 KM 3422105.6 |
 JU3407| JU3792 CARROW                              APPROX. 6.9 KM 3465805.0 |
 JU3407|---------------------------------------------------------------------|
 JU3407
 JU3407                          SUPERSEDED SURVEY CONTROL
 JU3407
 JU3407  NAD 83(1986)-  39 27 56.74334(N)    075 36 46.74994(W) AD(       ) 2
 JU3407  NAD 27      -  39 27 56.33300(N)    075 36 48.00900(W) AD(       ) 2
 JU3407
 JU3407.Superseded values are not recommended for survey control.
 JU3407
 JU3407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3407.See file dsdata.pdf to determine how the superseded data were derived.
 JU3407
 JU3407_MARKER: DS = TRIANGULATION STATION DISK
 JU3407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3407_STAMPING: FENNIMORES 1933
 JU3407_MARK LOGO: CGS
 JU3407_PROJECTION: PROJECTING 8 CENTIMETERS
 JU3407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3407+STABILITY: SURFACE MOTION
 JU3407
 JU3407  HISTORY     - Date     Condition        Report By
 JU3407  HISTORY     - 1933     MONUMENTED       CGS
 JU3407  HISTORY     - 1946     GOOD             CGS
 JU3407  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU3407
 JU3407                          STATION DESCRIPTION
 JU3407
 JU3407'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3407'STATION IS ON A RIDGE OF HIGH GROUND BORDERED BY THE CREEK
 JU3407'ON THE S AND BY MARSH ON THE N.  IT IS 12 FEET N OF THE EDGE OF
 JU3407'THE CREEK, 40 FEET S OF THE EDGE OF THE MARSH, AND 70 FEET E
 JU3407'OF THE CENTER LINE OF THE ROAD.  IT PROJECTS 3 INCHES ABOVE THE
 JU3407'EARTHS SURFACE.
 JU3407'
 JU3407'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JU3407'BRONZE DISKS SET IN CONCRETE.
 JU3407'
 JU3407'REFERENCE MARK NO.1 IS A STANDARD DISK CEMENTED IN DRILL HOLE
 JU3407'IN BRIDGE ABUTMENT.  MARK IS ON THE E SIDE AND AT THE N END
 JU3407'OF THE DRAW SPAN.  IT IS 1 FOOT S OF THE N END OF THE DRAW SPAN
 JU3407'AND IN LINE WITH THE E SIDE OF THE BRIDGE.  A SUPPLEMENTAL POINT
 JU3407'WAS ESTABLISHED ON THE OPPOSITE END OF THE BRIDGE.  IT IS THE
 JU3407'UPPER SE CORNER OF THE LONGITUDINAL STEEL CHANNEL AND IS AT
 JU3407'THE EXTREME SE CORNER OF THE BRIDGE.  BOTH REFERENCE MARK NO.1
 JU3407'AND THIS POINT ARE IN LINE WITH THE E EDGE OF THE BRIDGE.
 JU3407'
 JU3407'REFERENCE MARK NO.2 IS 15 FEET E OF THE CNETER LINE OF THE
 JU3407'ROAD AND 1 FOOT SE OF A FENCE CORNER.  IT PROJECTS 5 INCHES
 JU3407'ABOVE THE EARTHS SURFACE.
 JU3407'
 JU3407'AZIMUTH MARK IS APPROXIMATELY 0.2 MILE DISTANT AND ABOUT 50 FEET
 JU3407'S OF A RED BARN.  IT PROJECTS 8 INCHES ABOVE THE EARTHS SURFACE.
 JU3407'
 JU3407'TO REACH THIS STATION FROM ODESSA, DELAWARE--BEGIN AT THE
 JU3407'TRAFFIC LIGHT ON THE S BOUND LANE OF U.S. HIGHWAY 13, TURN LEFT,
 JU3407'AND GO 0.8 MILE TO A T-ROAD.  TURN LEFT HERE AND GO 1.3 MILES
 JU3407'TO ANOTHER T-ROAD.  TURN LEFT AND GO 1.5 MILES TO STEEL BRIDGE
 JU3407'OVER APPOQUINIMINK CREEK.
 JU3407
 JU3407                          STATION RECOVERY (1946)
 JU3407
 JU3407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3407'STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 RECOVERED
 JU3407'IN GOOD CONDITION.  DISTANCES TO REFERENCE MARKS WERE MEASURED
 JU3407'AND FOUND TO BE CORRECT.  THE 1933 DESCRIPTION IS ADEQUATE
 JU3407'EXCEPT FOR THE FOLLOWING CHANGES--
 JU3407'
 JU3407'CHANGE 1 FOOT SE TO 50 FEET NW OF FENCE.
 JU3407'
 JU3407'DELETE REFERENCE TO AZIMUTH MARK WHICH WAS DESTROYED.
 JU3407'
 JU3407'STANDARD BRONZE DISK WAS TURNED IN BY FARMER TO RECOVERY PARTY.
 JU3407
 JU3407                          STATION RECOVERY (2013)
 JU3407
 JU3407'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3407'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1442 ***********************************************************************
 HU1442  DESIGNATION -  FENWICK IS LH
 HU1442  PID         -  HU1442
 HU1442  STATE/COUNTY-  DE/SUSSEX
 HU1442  COUNTRY     -  US
 HU1442  USGS QUAD   -  ASSAWOMAN BAY (2016)
 HU1442
 HU1442                         *CURRENT SURVEY CONTROL
 HU1442  ______________________________________________________________________
 HU1442* NAD 83(1991) POSITION- 38 27 04.90275(N) 075 03 17.81444(W)   ADJUSTED
 HU1442* NAVD 88 ORTHO HEIGHT -     2.67  (+/-2cm)        8.8   (feet) VERTCON3
 HU1442  ______________________________________________________________________
 HU1442  GEOID HEIGHT    -        -35.924 (meters)                     GEOID18
 HU1442  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 HU1442  HORZ ORDER      -  SECOND
 HU1442  VERT ORDER      -  THIRD ? (See Below)
 HU1442
 HU1442.The horizontal coordinates were established by classical geodetic methods
 HU1442.and adjusted by the National Geodetic Survey in January 1992.
 HU1442
 HU1442.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1442
 HU1442.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1442.GEOID18 height accuracy estimate available here.
 HU1442
 HU1442.The vertical order pertains to the NGVD 29 superseded value.
 HU1442
 HU1442.Click photographs - Photos may exist for this station.
 HU1442
 HU1442.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1442
 HU1442. The following values were computed from the NAD 83(1991) position.
 HU1442
 HU1442;                    North         East     Units Scale Factor Converg.
 HU1442;SPC DE       -    50,163.237   231,574.778   MT  1.00000727   +0 13 29.8
 HU1442;SPC DE       -   164,577.22    759,758.25   sFT  1.00000727   +0 13 29.8
 HU1442;SPC MD       -    88,913.043   569,769.533   MT  0.99997712   +1 13 14.8
 HU1442;SPC MD       -   291,708.88  1,869,318.88   sFT  0.99997712   +1 13 14.8
 HU1442;UTM  18      - 4,255,897.917   495,205.391   MT  0.99960028   -0 02 03.0
 HU1442
 HU1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1442!SPC DE       -   1.00000522  x   1.00000727  =   1.00001249
 HU1442!SPC MD       -   1.00000522  x   0.99997712  =   0.99998234
 HU1442!UTM  18      -   1.00000522  x   0.99960028  =   0.99960550
 HU1442
 HU1442:                Primary Azimuth Mark                     Grid Az
 HU1442:SPC DE       -  GREY                                     242 27 54.2
 HU1442:SPC MD       -  GREY                                     241 28 09.2
 HU1442:UTM  18      -  GREY                                     242 43 27.0
 HU1442
 HU1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9520555897(NAD 83)
 HU1442
 HU1442|---------------------------------------------------------------------|
 HU1442| PID    Reference Object                     Distance      Geod. Az  |
 HU1442|                                                           dddmmss.s |
 HU1442| HU1458 GREY                                APPROX. 3.9 KM 2424124.0 |
 HU1442|---------------------------------------------------------------------|
 HU1442
 HU1442                          SUPERSEDED SURVEY CONTROL
 HU1442
 HU1442  NAD 83(1986)-  38 27 04.88417(N)    075 03 17.83818(W) AD(       ) 2
 HU1442  NAD 27      -  38 27 04.47478(N)    075 03 19.18543(W) AD(       ) 2
 HU1442  USSD        -  38 27 04.74200(N)    075 03 18.94600(W) AD(       ) 3
 HU1442  NGVD 29               2.91   (m)            9.5    (f) LEVELING    3  
 HU1442
 HU1442.Superseded values are not recommended for survey control.
 HU1442
 HU1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1442.See file dsdata.pdf to determine how the superseded data were derived.
 HU1442
 HU1442_MARKER: 13 = LIGHTHOUSE
 HU1442
 HU1442  HISTORY     - Date     Condition        Report By
 HU1442  HISTORY     - 1909     FIRST OBSERVED   CGS
 HU1442  HISTORY     - 1920     SEE DESCRIPTION  CGS
 HU1442  HISTORY     - 1929     GOOD             CGS
 HU1442  HISTORY     - 1942     GOOD             CGS
 HU1442  HISTORY     - 1962     GOOD             CGS
 HU1442  HISTORY     - 1974     GOOD             NGS
 HU1442  HISTORY     - 1975     GOOD             NGS
 HU1442  HISTORY     - 20060522 GOOD             GEOCAC
 HU1442  HISTORY     - 20200605 GOOD             WTBALL
 HU1442
 HU1442                          STATION DESCRIPTION
 HU1442
 HU1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (ES)
 HU1442'VENTILATOR WHICH IS CENTERED OVER THE LIGHT WAS THE POINT
 HU1442'OBSERVED ON.  THE ECCENTRIC STATION WAS JUST OUTSIDE THE
 HU1442'DOOR.  THE DOOR HAS TO BE TAKEN FROM HINGES TO SEE N.
 HU1442
 HU1442                          STATION RECOVERY (1920)
 HU1442
 HU1442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920 (HAS)
 HU1442'USED AS A HYDROGRAPHIC SIGNAL, 1920.  SITE NOT VISITED.
 HU1442
 HU1442                          STATION RECOVERY (1929)
 HU1442
 HU1442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (CFE)
 HU1442'LIGHTHOUSE RECOVERED IN PLACE.  A BRICK TOWER PAINTED
 HU1442'WHITE.  THE STATION WAS OCCUPIED ECCENTRICALLY.
 HU1442
 HU1442                          STATION RECOVERY (1942)
 HU1442
 HU1442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HU1442'THE STATION IS LOCATED ABOUT 8 MILES N OF OCEAN CITY, ALONG
 HU1442'STATE HIGHWAY 528, TO THE DELAWARE BOUNDARY.
 HU1442'
 HU1442'THE STATION IS JUST BEYOND THE BOUNDARY LINE IN DELAWARE,
 HU1442'AND IS A VERY PROMINENT WHITE BRICK TOWER LIGHTHOUSE.  THE
 HU1442'VENTILATOR WHICH IS CENTERED OVER THE LIGHT WAS THE POINT
 HU1442'OBSERVED ON.  THE STATION IS IN GOOD CONDITION.
 HU1442
 HU1442                          STATION RECOVERY (1962)
 HU1442
 HU1442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RTW)
 HU1442'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD
 HU1442'CONDITION.  THE INTERSECTING POINT WAS THE TOP CENTER.
 HU1442
 HU1442                          STATION RECOVERY (1974)
 HU1442
 HU1442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU1442'THE LIGHTHOUSE IS LOCATED IN THE NORTH EDGE OF OCEAN CITY, THE
 HU1442'STRUCTURE IS BUILT OF WHITE STONE AND IS 100 FEET IN
 HU1442'HEIGHT.  OBJECTS OBSERVED WAS THE LIGHT ATOP THE LIGHTHOUSE.
 HU1442
 HU1442                          STATION RECOVERY (1975)
 HU1442
 HU1442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 HU1442'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 HU1442'CONDITION.
 HU1442
 HU1442                          STATION RECOVERY (2006)
 HU1442
 HU1442'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU1442'LIGHTHOUSE IS ON NORTH SIDE OF 146TH STREET - IMMEDIATELY NORTH OF THE
 HU1442'MARYLAND/DELAWARE BOUNDARY.
 HU1442
 HU1442                          STATION RECOVERY (2020)
 HU1442
 HU1442'RECOVERY NOTE BY THE WILSON T BALLARD COMPANY 2020 (JMB)
 HU1442'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1403 ***********************************************************************
 HU1403  DESIGNATION -  FENWICK IS OBSERVATION TWR 3
 HU1403  PID         -  HU1403
 HU1403  STATE/COUNTY-  DE/SUSSEX
 HU1403  COUNTRY     -  US
 HU1403  USGS QUAD   -  BETHANY BEACH (2016)
 HU1403
 HU1403                         *CURRENT SURVEY CONTROL
 HU1403  ______________________________________________________________________
 HU1403* NAD 83(1991) POSITION- 38 30 21.06068(N) 075 03 13.92753(W)   ADJUSTED
 HU1403  ______________________________________________________________________
 HU1403  GEOID HEIGHT    -        -35.849 (meters)                     GEOID18
 HU1403  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 HU1403  HORZ ORDER      -  THIRD
 HU1403
 HU1403.The horizontal coordinates were established by classical geodetic methods
 HU1403.and adjusted by the National Geodetic Survey in January 1992.
 HU1403
 HU1403.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1403.GEOID18 height accuracy estimate available here.
 HU1403
 HU1403.Click photographs - Photos may exist for this station.
 HU1403
 HU1403.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1403
 HU1403. The following values were computed from the NAD 83(1991) position.
 HU1403
 HU1403;                    North         East     Units Scale Factor Converg.
 HU1403;SPC DE       -    56,212.110   231,645.195   MT  1.00000733   +0 13 33.2
 HU1403;SPC DE       -   184,422.56    759,989.28   sFT  1.00000733   +0 13 33.2
 HU1403;SPC MD       -    94,962.024   569,734.826   MT  0.99997057   +1 13 17.3
 HU1403;SPC MD       -   311,554.57  1,869,205.01   sFT  0.99997057   +1 13 17.3
 HU1403;UTM  18      - 4,261,943.948   495,303.139   MT  0.99960027   -0 02 00.7
 HU1403
 HU1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9530361943(NAD 83)
 HU1403
 HU1403                          SUPERSEDED SURVEY CONTROL
 HU1403
 HU1403  NAD 83(1986)-  38 30 21.04241(N)    075 03 13.94832(W) AD(       ) 3
 HU1403  NAD 27      -  38 30 20.64602(N)    075 03 15.29750(W) AD(       ) 3
 HU1403
 HU1403.Superseded values are not recommended for survey control.
 HU1403
 HU1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1403.See file dsdata.pdf to determine how the superseded data were derived.
 HU1403
 HU1403_MARKER: 55 = TOWER
 HU1403
 HU1403  HISTORY     - Date     Condition        Report By
 HU1403  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1403  HISTORY     - 19971213 GOOD             USPSQD
 HU1403  HISTORY     - 20061007 GOOD             GEOCAC
 HU1403
 HU1403                          STATION DESCRIPTION
 HU1403
 HU1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1403'THE STATION IS THE TOP CENTER OF THE OBSERVATION TOWER
 HU1403'WHICH WAS FORMERLY A MILITARY OBSERVATION TOWER, LOCATED 2.5
 HU1403'MILES SOUTH OF BETHANY BEACH, 3.5 MILES NORTH OF THE
 HU1403'DELAWARE-MARYLAND STATE LINE AND ON THE EAST SIDE OF STATE
 HU1403'HIGHWAY 14.
 HU1403'
 HU1403'THE STRUCTURE IS BUILT OF CONCRETE ABOUT 55.0 FEET HIGH
 HU1403'AND 20.0 FEET IN DIAMETER IN THE SHAPE OF A SILO WITH A FLAT
 HU1403'TOP.
 HU1403
 HU1403                          STATION RECOVERY (1997)
 HU1403
 HU1403'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU1403'RECOVERED IN GOOD CONDITION.
 HU1403
 HU1403                          STATION RECOVERY (2006)
 HU1403
 HU1403'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU1403'STATE HIGHWAY 14 IS NOW HIGHWAY 1.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0377 ***********************************************************************
 HU0377  DESIGNATION -  FENWICK ISLAND
 HU0377  PID         -  HU0377
 HU0377  STATE/COUNTY-  DE/SUSSEX
 HU0377  COUNTRY     -  US
 HU0377  USGS QUAD   -  ASSAWOMAN BAY (2016)
 HU0377
 HU0377                         *CURRENT SURVEY CONTROL
 HU0377  ______________________________________________________________________
 HU0377* NAD 83(1991) POSITION- 38 27 04.67991(N) 075 03 16.01900(W)   ADJUSTED
 HU0377* NAVD 88 ORTHO HEIGHT -     2.537 (meters)        8.32  (feet) ADJUSTED
 HU0377  ______________________________________________________________________
 HU0377  GEOID HEIGHT    -        -35.924 (meters)                     GEOID18
 HU0377  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 HU0377  DYNAMIC HEIGHT  -          2.535 (meters)        8.32  (feet) COMP
 HU0377  MODELED GRAVITY -    980,019.4   (mgal)                       NAVD 88
 HU0377
 HU0377  HORZ ORDER      -  FIRST
 HU0377  VERT ORDER      -  SECOND    CLASS 0
 HU0377
 HU0377.The horizontal coordinates were established by classical geodetic methods
 HU0377.and adjusted by the National Geodetic Survey in January 1992.
 HU0377
 HU0377.The orthometric height was determined by differential leveling and
 HU0377.adjusted by the NATIONAL GEODETIC SURVEY
 HU0377.in June 1991.
 HU0377
 HU0377.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0377.GEOID18 height accuracy estimate available here.
 HU0377
 HU0377.Click photographs - Photos may exist for this station.
 HU0377
 HU0377.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU0377
 HU0377.The dynamic height is computed by dividing the NAVD 88
 HU0377.geopotential number by the normal gravity value computed on the
 HU0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0377.degrees latitude (g = 980.6199 gals.).
 HU0377
 HU0377.The modeled gravity was interpolated from observed gravity values.
 HU0377
 HU0377. The following values were computed from the NAD 83(1991) position.
 HU0377
 HU0377;                    North         East     Units Scale Factor Converg.
 HU0377;SPC DE       -    50,156.537   231,618.340   MT  1.00000731   +0 13 30.9
 HU0377;SPC DE       -   164,555.24    759,901.17   sFT  1.00000731   +0 13 30.9
 HU0377;SPC MD       -    88,907.102   569,813.204   MT  0.99997712   +1 13 15.9
 HU0377;SPC MD       -   291,689.38  1,869,462.15   sFT  0.99997712   +1 13 15.9
 HU0377;UTM  18      - 4,255,891.023   495,248.905   MT  0.99960028   -0 02 01.9
 HU0377
 HU0377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0377!SPC DE       -   1.00000524  x   1.00000731  =   1.00001255
 HU0377!SPC MD       -   1.00000524  x   0.99997712  =   0.99998236
 HU0377!UTM  18      -   1.00000524  x   0.99960028  =   0.99960552
 HU0377
 HU0377:                Primary Azimuth Mark                     Grid Az
 HU0377:SPC DE       -  FENWICK ISLAND US NAVY TOWER             007 17 13.3
 HU0377:SPC MD       -  FENWICK ISLAND US NAVY TOWER             006 17 28.3
 HU0377:UTM  18      -  FENWICK ISLAND US NAVY TOWER             007 32 46.1
 HU0377
 HU0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9524855891(NAD 83)
 HU0377
 HU0377|---------------------------------------------------------------------|
 HU0377| PID    Reference Object                     Distance      Geod. Az  |
 HU0377|                                                           dddmmss.s |
 HU0377| HU1460 FENWICK ISLAND US NAVY TOWER        APPROX. 2.5 KM 0073044.2 |
 HU0377| DC7290 FENWICK ISLAND AZ MK RESET                         0984108.3 |
 HU0377| DC7291 FENWICK ISLAND RM 1                  32.827 METERS 13945     |
 HU0377| HU1514 OCEAN CITY N MUNICIPAL TANK         APPROX. 9.3 KM 1895742.1 |
 HU0377| HU1517 OCEAN CITY WATER TANK               APPROX.13.8 KM 1921239.4 |
 HU0377| HU1490 OCEAN CITY S MUNICIPAL TANK         APPROX.14.0 KM 1922806.7 |
 HU0377| HU1531 OCEAN DOWNS WATER TANK              APPROX.14.8 KM 2203255.4 |
 HU0377| HU1529 BERLIN STANDPIPE                    APPROX.19.8 KM 2260647.1 |
 HU0377| HU1528 BERLIN MUNICIPAL TANK               APPROX.19.6 KM 2271738.0 |
 HU0377| HU0379 1                                    37.824 METERS 26151     |
 HU0377| HU1443 BOUNDARY MON INITIAL DE MD           43.831 METERS 26308     |
 HU0377| HU1442 FENWICK IS LH                        44.074 METERS 27858     |
 HU0377| DC7292 FENWICK ISLAND RM 3 AZIMUTH                        29522     |
 HU0377| DC7293 FENWICK ISLAND RM 4                  24.684 METERS 33249     |
 HU0377| HU1482 FENWICK IS HUB NO 1                  91.869 METERS 35743     |
 HU0377| HU1397 BETHANY BEACH MUNICIPAL TANK        APPROX. 9.6 KM 3575523.0 |
 HU0377|---------------------------------------------------------------------|
 HU0377
 HU0377                          SUPERSEDED SURVEY CONTROL
 HU0377
 HU0377  NAD 83(1986)-  38 27 04.66130(N)    075 03 16.04264(W) AD(       ) 1
 HU0377  NAD 27      -  38 27 04.25204(N)    075 03 17.39000(W) AD(       ) 1
 HU0377  NGVD 29               2.91   (m)            9.5    (f) LEVELING    3  
 HU0377  NGVD 29 (11/26/84)    2.776  (m)            9.11   (f) ADJUSTED    2 0
 HU0377
 HU0377.Superseded values are not recommended for survey control.
 HU0377
 HU0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0377.See file dsdata.pdf to determine how the superseded data were derived.
 HU0377
 HU0377_MARKER: DS = TRIANGULATION STATION DISK
 HU0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0377_STAMPING: FENWICK ISLAND 1932
 HU0377_MARK LOGO: CGS
 HU0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0377+STABILITY: SURFACE MOTION
 HU0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0377+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2007
 HU0377
 HU0377  HISTORY     - Date     Condition        Report By
 HU0377  HISTORY     - 1932     MONUMENTED       CGS
 HU0377  HISTORY     - 1942     GOOD             CGS
 HU0377  HISTORY     - 1956     GOOD             CGS
 HU0377  HISTORY     - 1956     GOOD             CGS
 HU0377  HISTORY     - 1961     GOOD             CGS
 HU0377  HISTORY     - 1961     GOOD             CGS
 HU0377  HISTORY     - 1962     GOOD             CGS
 HU0377  HISTORY     - 1971     GOOD             NGS
 HU0377  HISTORY     - 1974     GOOD             NGS
 HU0377  HISTORY     - 1974     GOOD             NGS
 HU0377  HISTORY     - 1975     GOOD             NGS
 HU0377  HISTORY     - 1976     GOOD             NGS
 HU0377  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0377  HISTORY     - 1988     GOOD             USPSQD
 HU0377  HISTORY     - 20070915 GOOD             GEOCAC
 HU0377
 HU0377                          STATION DESCRIPTION
 HU0377
 HU0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 HU0377'THE STATION IS IN THE GROUNDS OF THE FENWICK ISLAND LIGHTHOUSE
 HU0377'ABOUT 145 FEET E OF THE LIGHTHOUSE IN THE SE CORNER OF THE
 HU0377'FENCED-IN YARD.  THE STATION IS IN THE LINE OF THE S FACE OF
 HU0377'THE COTTAGE JUST TO THE E OF THE LIGHTHOUSE AND 73 FEET E OF
 HU0377'THE SE CORNER POST OF THE PIAZZA OF THE SAME.  IT IS 13.9 FEET
 HU0377'N OF THE FENCE ON THE S SIDE OF THE LIGHTHOUSE ENCLOSURE.
 HU0377'
 HU0377'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 HU0377'DISKS SET IN CONCRETE AS DESCRIBED.
 HU0377'
 HU0377'REFERENCE MARK NO.1 IS 107.7 FEET SE OF THE STATION MARK NEAR
 HU0377'THE NW CORNER OF THE NE OF TWO SHEDS.
 HU0377'
 HU0377'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN THE TOP OF THE
 HU0377'MARYLAND-DELAWARE BOUNDARY MARK WHICH IS IN THE FENCE LINE
 HU0377'JUST S OF THE LIGHTHOUSE.  IT IS 143.8 FEET W OF THE STATION.
 HU0377'
 HU0377'REFERENCE MARK NO.3 IS ABOUT 1 MILE WNW OF THE STATION.  IT
 HU0377'IS REACHED FROM THE STATION BY GOING W ON THE WILLIAMSVILLE
 HU0377'ROAD ACROSS THE BRIDGE AND TAKING THE SECOND ROAD TO THE
 HU0377'RIGHT.  GO 0.2 MILE ON THIS ROAD (N).  REFERENCE MARK WILL BE
 HU0377'FOUND 80 PACES N OF ANDY MAGEES HOUSE, 7 PACES E OF THE ROAD
 HU0377'AND 12 INCHES W OF A WIRE FENCE.
 HU0377'
 HU0377'TO REACH FENWICK ISLAND LIGHTHOUSE GO S 0.5 MILE FROM THE
 HU0377'POST OFFICE IN SELBYVILLE AND TURN LEFT ON HARD SURFACE ROAD,
 HU0377'THROUGH WILLIAMSVILLE 10 MILES TO THE LIGHTHOUSE.
 HU0377'
 HU0377'HEIGHT OF SIGNAL ABOVE STATION MARK - 34.4 METERS.
 HU0377
 HU0377                          STATION RECOVERY (1942)
 HU0377
 HU0377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HU0377'LOCATED ON THE GROUNDS OF THE FENWICK ISLAND LIGHTHOUSE ABOUT
 HU0377'145 FEET E OF THE LIGHTHOUSE IN THE SE CORNER OF THE FENCED
 HU0377'IN YARD, IN THE LINE WITH THE S FACE OF THE COTTAGE JUST TO
 HU0377'THE E OF THE LIGHTHOUSE, 73 FEET E OF THE SE CORNER POST OF
 HU0377'THE PORCH AND IS 13.9 FEET N OF THE FENCE ON THE S SIDE OF
 HU0377'THE LIGHTHOUSE ENCLOSURE.  THE STATION IS A BRONZE DISK
 HU0377'TRIANGULATION STATION MARK, STAMPED FENWICK ISLAND 1932, SET
 HU0377'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, WHICH
 HU0377'EXTENDS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  GOOD
 HU0377'CONDITION.
 HU0377'
 HU0377'REFERENCE MARK NO.1 IS LOCATED 107.72 FEET SE OF THE STATION,
 HU0377'NEAR THE NW CORNER OF THE NE OF TWO SHEDS.  THE MARK IS A
 HU0377'BRONZE DISK REFERENCE MARK, STAMPED R.M. NO.1, FENWICK ISLAND
 HU0377'1932, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT,
 HU0377'WHICH EXTENDS 3 INCHES ABOVE SURFACE OF THE GROUND.  GOOD
 HU0377'CONDITION.
 HU0377'
 HU0377'REFERENCE MARK NO.2 IS LOCATED 143.75 FEET W OF THE STATION,
 HU0377'IN THE FENCE LINE JUST S OF THE LIGHTHOUSE.  THE MARK IS A
 HU0377'BRONZE DISK REFERENCE MARK, STAMPED R.M. NO.2, FENWICK ISLAND
 HU0377'1932, SET IN THE TOP OF AN ORIGINAL MASON-DIXON MARYLAND
 HU0377'DELAWARE BOUNDARY MARK WHICH EXTENDS ABOUT 4 FEET ABOVE
 HU0377'GROUND.  THE MARK IS IN FAIR CONDITION.  THE BOUNDARY MARKER
 HU0377'IS SLIGHTLY LOOSE.
 HU0377'
 HU0377'REFERENCE MARK NO.3 IS LOCATED ABOUT 1 MILE WNW OF THE
 HU0377'STATION, 80 PACES N OF SMALLER AND SOUTHERLY OF TWO HOUSES
 HU0377'OWNED BY S.D. BENNETT, 9 PACES E OF THE ROAD AND 12 INCHES W
 HU0377'OF A WIRE FENCE.  THE MARK IS A BRONZE DISK REFERENCE MARK,
 HU0377'STAMPED R.M. NO.3, FENWICK ISLAND 1932, SET IN THE TOP OF A
 HU0377'12-INCH SQUARE CONCRETE MONUMENT, WHICH EXTENDS 4 INCHES ABOVE
 HU0377'THE SURFACE OF THE GROUND.  GOOD CONDITION.
 HU0377
 HU0377                          STATION RECOVERY (1956)
 HU0377
 HU0377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (EHK)
 HU0377'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 HU0377'ORIGINAL DESCRIPTION IS ADEQUATE, EXCEPT THAT THE WIRE FENCE
 HU0377'REFERRED TO IN THE DESCRIPTION OF REFERENCE MARK 3 IS DESTROYED.
 HU0377
 HU0377                          STATION RECOVERY (1956)
 HU0377
 HU0377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JAW)
 HU0377'STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK AND RM
 HU0377'NO 1 AND NO 2 WERE FOUND IN GOOD CONDITION.  THE STATION IS
 HU0377'72 FT. E OF THE SE CORNER OF THE 2 STORY HOUSE AND 14 FT. NORTH
 HU0377'OF THE MARYLAND-DELAWARE STATE LINE.  R. M. NO. 1 IS IN MARYLAND
 HU0377'AND IS NOW IN A VERY THICK BRIER PATCH.
 HU0377'
 HU0377'RM NO 3 (AZIMUTH) WAS SEARCHED FOR BUT NOT FOUND.  CONDITIONS
 HU0377'HAVE CHANGED IN THAT VICINITY.  A NEW AZIMUTH SHOULD BE
 HU0377'ESTABLISHED FOR THIS STATION.
 HU0377
 HU0377                          STATION RECOVERY (1961)
 HU0377
 HU0377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 HU0377'STATION, R.M.S 2 AND 3 WERE RECOVERED IN GOOD
 HU0377'CONDITION.  R.M. 1 WAS NOT FOUND.
 HU0377'
 HU0377'THE 1942 RECOVERY NOTE BY W.D.P. IS ADEQUATE.
 HU0377
 HU0377                          STATION RECOVERY (1961)
 HU0377
 HU0377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HU0377'STATION MARK, REFERENCE MARK NO 2 AND NO 3 WERE RECOVERED IN
 HU0377'GOOD CONDITION.  REFERENCE MARK NO 1 WAS FOUND DESTROYED AND
 HU0377'THE DISK WAS REMOVED BY THIS PARTY.
 HU0377'
 HU0377'THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 HU0377'ADDITIONS AND DELETIONS--THE WIRE FENCE ON THE SOUTH SIDE OF
 HU0377'THE LIGHTHOUSE ENCLOSURE HAS BEEN REMOVED.  STATION IS 77.7
 HU0377'FT. ESE OF THE NE CORNER OF PORCH.  STATION MARK IS STAMPED
 HU0377'FENWICK ISLAND 1932 AND PROJECTS 6 INCHES.
 HU0377'
 HU0377'REFERENCE MARK NO 2 IS STAMPED FENWICK ISLAND NO 2 1932.  THE
 HU0377'GRANITE POST, IN WHICH IT IS SET, PROJECTS 3 FEET.  REFERENCE
 HU0377'MARK NO 3 IS 53 FT. E OF THE CENTERLINE OF DRIVEWAY TO
 HU0377'MR. BENNETTS HOUSE, 48 FT. W OF MARSH, 120 FT. NE OF A POWER
 HU0377'POLE AND 3 FT. W OF A STEEL WITNESS POST.  THE DISK IS STAMPED
 HU0377'FENWICK ISLAND NO 3 1932 AND PROJECTS 3 INCHES.
 HU0377'
 HU0377'INITIAL MD.-DEL BOUNDARY (RM 2) RECOVERED AS DESCRIBED IN 1942.
 HU0377'
 HU0377'DESCRIBED--L.F.B.
 HU0377
 HU0377                          STATION RECOVERY (1962)
 HU0377
 HU0377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU0377'THE STATION MARK, REFERENCE MARKS NO. 2 AND NO. 3 WERE
 HU0377'RECOVERED AS DESCRIBED.  NO. 2 IN
 HU0377'TOP OF THE BOUNDARY MONUMENT LEANS SOME AND IS LOOSE IN THE
 HU0377'GROUND, THIS MARK COULD NOT BE MEASURED TO, BECAUSE OF A HEDGE
 HU0377'ROW AND A FENCE, WHICH IS AROUND THE LIGHTHOUSE.  REFERENCE
 HU0377'MARK NO. 3 WAS DESTROYED ON THIS DATE AS IT WAS NO LONGER
 HU0377'VISIBLE FROM THE GROUND.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 HU0377'
 HU0377'THE COAST GUARD MARK COULD NOT BE MEASURED TO, BECAUSE OF
 HU0377'HEDGE ROW AND FENCE AROUND THE LIGHTHOUSE.  THE LIGHTHOUSE
 HU0377'COULD NOT BE MEASURED TO, BECAUSE OF HOUSE NOW IN
 HU0377'LINE.  REFERENCE MARK NO. 1 WAS SEARCHED FOR BUT NOT FOUND.  IT
 HU0377'IS BELIEVED TO HAVE BEEN DESTROYED.  A NEW REFERENCE MARK
 HU0377'NO. 4 WAS ESTABLISHED ON THIS DATE.
 HU0377'
 HU0377'THE STATION IS NOW ON PROPERTY OWNED BY MRS. EVERT LONG,
 HU0377'WHO LIVES IN SELBYVILLE, DELAWARE.
 HU0377'
 HU0377'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14
 HU0377'AND 26 IN BETHANY BEACH, DELAWARE.  GO SOUTH ON STATE HIGHWAY
 HU0377'14 FOR 6.28 MILES TO A SIDE ROAD RIGHT, JUST NORTH OF STATE
 HU0377'LINE SIGNS*.  CONTINUE SOUTH ON STATE HIGHWAY 14 FOR 0.06 MILE
 HU0377'TO POWERLINE POLE NO. 156 A, A STANDARD METAL WITNESS POST
 HU0377'AND THE MARK ON THE LEFT, EAST, SIDE OF THE HIGHWAY.  *TURN
 HU0377'RIGHT AND GO WEST ON A BLACKTOP ROAD FOR 0.15 MILE TO A PRIVATE
 HU0377'DRIVEWAY ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE PRIVATE
 HU0377'DRIVEWAY FOR 0.06 MILE TO A LARGE FRAME HOUSE THE LIGHTHOUSE
 HU0377'AND THE STATION TO THE LEFT OF THE HOUSE.
 HU0377'
 HU0377'REFERENCE MARK 4, A STANDARD DISK STAMPED FENWICK ISLAND NO
 HU0377'4 1932, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HU0377'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 65.7 FEET
 HU0377'NORTHEAST OF THE NORTHEAST CORNER OF HOUSE AND 11.0 FEET EAST
 HU0377'OF THE CENTERLINE OF DRIVEWAY AND ABOUT STATION ELEVATION.
 HU0377'
 HU0377'THE AZIMUTH MARK, A STANDARD DISK STAMPED FENWICK ISLAND 1932
 HU0377'RESET 1962, IS SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HU0377'PROJECTING ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 HU0377'IS 150.0 FEET SOUTH OF THE STATE LINE AND CENTERLINE OF A
 HU0377'GRAVELED ROAD RUNNING EAST, 55.0 FEET EAST OF THE CENTERLINE
 HU0377'OF STATE HIGHWAY 528, 1.0 FEET NORTHWEST OF A STANDARD METAL
 HU0377'WITNESS POST AND MARKER AND 1.3 FEET WEST OF POWERLINE POLE
 HU0377'NO. 156.
 HU0377'
 HU0377'HEIGHT OF LIGHT ABOVE STATION MARK 34.0 METERS.
 HU0377
 HU0377                          STATION RECOVERY (1971)
 HU0377
 HU0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 HU0377'THE STATION, REFERENCE MARK NO. 2, REFERENCE MARK NO. 4, AND
 HU0377'THE AZIMUTH MARK, SET IN 1962, WERE ALL RECOVERED AND FOUND
 HU0377'TO BE IN GOOD CONDITION.  FOLLOWING IS A MORE DETAILED REPORT--
 HU0377'
 HU0377'THE STATION WAS RECOVERED IN A TRAILER PARK WITH THE MARK
 HU0377'ONLY 1-INCH NORTH OF THE NORTH SIDE OF A LARGE TRAILER,
 HU0377'PERMANENTLY PARKED, AND IS AT A POINT MIDWAY BETWEEN THE
 HU0377'TANDUM WHEELS OF THE NORTH SIDE OF THE TRAILER.  IT COULD NOT
 HU0377'BE OCCUPIED.  IT IS 72.8 FEET EAST OF THE SOUTHEAST CORNER
 HU0377'OF A PORCH ON THE EAST SIDE OF HOUSE, 46 FEET EAST OF THE
 HU0377'CENTERLINE OF ROAD, AND 24.4 FEET NORTH OF THE CENTERLINE OF
 HU0377'AN ALLEY AND CENTER LINE OF A ROW OF UTILITY POLES.  THE MARK
 HU0377'PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED FENWICK
 HU0377'ISLAND 1932.
 HU0377'
 HU0377'REFERENCE MARK NO. 4, STAMPED FENWICK ISLAND NO 4 1932, WAS
 HU0377'FOUND TO BE 2-INCHES UNDER SURFACE OF GROUND.  A LARGE HOUSE
 HU0377'TRAILER IS ON LINE BETWEEN THIS MARK AND THE STATION.  IT IS
 HU0377'IN THE FRONT OF TRAILER LOT NO. 6, 59.7 FEET NORTHEAST OF THE
 HU0377'NORTHEAST CORNER OF A PORCH ON A TWO STORY WHITE HOUSE, 11.5
 HU0377'FEET EAST OF THE CENTERLINE OF A ROAD THROUGH THE TRAILER
 HU0377'PARK, AND 11.3 FEET WEST OF THE BOTTOM OF THE NORTHWEST
 HU0377'CORNER OF TRAILER.
 HU0377'
 HU0377'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET
 HU0377'IN THE TOP OF A GRANITE POST THAT PROJECTS ABOUT 3 FEET.  THE
 HU0377'GRANITE POST IS THE ORIGINAL MASON-DIXON MARYLAND-DELAWARE
 HU0377'BOUNDARY MARK.  THE POST APPEARS TO BE LEANING.  HOWEVER, THE
 HU0377'TOP OF THE STONE IS LEVEL AND THE WEST SIDE IS
 HU0377'PERPENDICULAR.  THE SLOPING CUT OF THE EAST SIDE OF THE STONE
 HU0377'GIVE IT THE APPEARENCE OF LEANING.  THE POSITION OF THE MARK
 HU0377'WAS HELD AND THE STONE JARRED, IT WOULD ALWAYS SPRING BACK TO
 HU0377'ITS HELD POSITION.  THE POSITION OF THE MARK WAS HELD AND THE
 HU0377'GROUND DUG FROM AROUND THE BASE OF THE STONE AND REINFORCED
 HU0377'WITH CONCRETE BELOW THE SURFACE OF GROUND AT BASE OF THE
 HU0377'MONUMENT, WHICH GIVE IT A SOLID POSITION AT THE POINT OF
 HU0377'LOCATION RECOVERED.  IT WILL NOT SEE TO STATION, NOR CAN
 HU0377'THE DISTANCE BE MEASURED DUE TO TWO TRAILERS ON LINE, A
 HU0377'LINK WIRE FENCE AND A HEDGE.
 HU0377'
 HU0377'THE AZIMUTH MARK ESTABLISHED IN 1962 AND DESCRIBED IN THE
 HU0377'1962 DESCRIPTION, WAS RECOVERED AND FOUND TO BE IN GOOD
 HU0377'CONDITION.  IT WAS FOUND TO BE 100 FEET SOUTH OF THE
 HU0377'MARYLAND-DELAWARE STATE LINE AND NOT 150 FEET AS DESCRIBED.  IT
 HU0377'IS 0.15 MILE EAST OF STATION, 55 FEET EAST OF CENTERLINE OF
 HU0377'HIGHWAY, 2 FT. NORTHWEST OF POWERLINE POLE NO. 150A, AND 1.6
 HU0377'FROM WITNESS POST AND SIGN.
 HU0377'
 HU0377'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU0377'AT FENWICK ISLAND.
 HU0377
 HU0377                          STATION RECOVERY (1974)
 HU0377
 HU0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU0377'THE STATION MARK, REFERENCE MARK 2, COAST GUARD MARK AND THE
 HU0377'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION AS
 HU0377'DESCRIBED IN 1962.
 HU0377'
 HU0377'REFERENCE MARK 4 WAS SEARCHED FOR BUT WAS NOT RECOVERED AT
 HU0377'THIS DATE, IT IS BELIEVED THAT THE MARK HAS BEEN DESTROYED
 HU0377'WHEN THE TRAILER PARK WAS ESTABLISHED.  A NEW REFERENCE MARK
 HU0377'5 WAS ESTABLISHED AT THIS DATE.
 HU0377'
 HU0377'NO OBSERVATIONS OR MEASUREMENTS TO THE REFERENCE MARKS WERE
 HU0377'TAKEN AT THIS DATE DUE TO A HOUSE TRAILER OVER THE STATION MARK.
 HU0377'
 HU0377'A TOWER WAS ERECTED OVER REFERENCE MARK 5 AND ALL OBSERVATIONS
 HU0377'TAKEN.
 HU0377'
 HU0377'A TRAVERSE DISTANCE WAS MADE TO REFERENCE MARK 5.
 HU0377'
 HU0377'FOR ADDITIONAL INFORMATION SEE DESCRIPTION FENWICK ISLAND 1932
 HU0377'RM 5.
 HU0377'
 HU0377'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU0377'NORTH EDGE OF FENWICK ISLAND.
 HU0377
 HU0377                          STATION RECOVERY (1974)
 HU0377
 HU0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HU0377'IN FENWICK ISLAND.
 HU0377'TO REACH THE STATION FROM THE JUNCTION OF STATE ROADS 14 AND 54
 HU0377'IN FENWICK ISLAND, GO SOUTH ON STATE ROAD 14 FOR 0.05 MILE TO THE
 HU0377'STATE LINE AND A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A
 HU0377'SAND ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.  IT IS 33 FEET
 HU0377'NORTH-NORTHEAST OF THE CENTER OF THE SAND ROAD, 20 FEET NORTHWEST
 HU0377'OF POWERLINE POLE NUMBER 24-209AC AND UNDER THE NORTH EDGE OF A
 HU0377'WHITE TRAILER HOUSE.
 HU0377
 HU0377                          STATION RECOVERY (1975)
 HU0377
 HU0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 HU0377'THE STATION MARK, REFERENCE MARK NO 2, REFERENCE MARK NO 4
 HU0377'AND THE AZIMUTH MARK WERE ALL RECOVERED.  ALL OF THESE MARKS
 HU0377'WERE FOUND TO BE IN GOOD CONDITION AS THEY ARE DESCRIBED IN
 HU0377'THE 1971 RECOVERY NOTE BY L.F.S.
 HU0377'
 HU0377'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU0377'AT FENWICK ISLAND.
 HU0377
 HU0377                          STATION RECOVERY (1976)
 HU0377
 HU0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU0377'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HU0377'CONDITION AS PREVIOUSLY DESCRIBED.
 HU0377'
 HU0377'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU0377'AT FENWICK ISLAND.
 HU0377
 HU0377                          STATION RECOVERY (1981)
 HU0377
 HU0377'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0377'MARK NOT FOUND.
 HU0377
 HU0377                          STATION RECOVERY (1988)
 HU0377
 HU0377'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBD)
 HU0377'RECOVERED IN GOOD CONDITION.
 HU0377
 HU0377                          STATION RECOVERY (2007)
 HU0377
 HU0377'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 HU0377'STATION RECOVERED IN GOOD CONDITION - AREA ABOVE AND DIRECTLY NORTH OF
 HU0377'MONUMENT IS COVERED BY A SMALL WOODEN DECK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0881 ***********************************************************************
 DQ0881  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0881  DESIGNATION -  FENWICK WEST
 DQ0881  PID         -  DQ0881
 DQ0881  STATE/COUNTY-  DE/SUSSEX
 DQ0881  COUNTRY     -  US
 DQ0881  USGS QUAD   -  ASSAWOMAN BAY (2016)
 DQ0881
 DQ0881                         *CURRENT SURVEY CONTROL
 DQ0881  ______________________________________________________________________
 DQ0881* NAD 83(2011) POSITION- 38 27 09.57127(N) 075 03 53.16709(W)   ADJUSTED
 DQ0881* NAD 83(2011) ELLIP HT-   -32.175 (meters)        (12/20/17)   ADJUSTED
 DQ0881* NAD 83(2011) EPOCH   -  2010.00
 DQ0881* NAVD 88 ORTHO HEIGHT -     3.74  (meters)       12.3   (feet) GPS OBS
 DQ0881  ______________________________________________________________________
 DQ0881  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0881  GEOID HEIGHT    -        -35.906 (meters)                     GEOID12B
 DQ0881  GEOID HEIGHT    -        -35.917 (meters)                     GEOID18
 DQ0881  NAD 83(2011) X  -  1,288,973.476 (meters)                     COMP
 DQ0881  NAD 83(2011) Y  - -4,832,358.387 (meters)                     COMP
 DQ0881  NAD 83(2011) Z  -  3,944,895.314 (meters)                     COMP
 DQ0881  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 DQ0881
 DQ0881  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0881  Standards:
 DQ0881         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0881            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0881  -------------------------------------------------------------------
 DQ0881  NETWORK    0.77   0.98           0.33   0.30   0.50     -0.01689317
 DQ0881  -------------------------------------------------------------------
 DQ0881  Click here for local accuracies and other accuracy information.
 DQ0881
 DQ0881.The horizontal coordinates were established by GPS observations
 DQ0881.and adjusted by the MASER CONSULTING in December 2017.
 DQ0881
 DQ0881.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0881.been affixed to the stable North American tectonic plate. See 
 DQ0881.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0881
 DQ0881.The horizontal coordinates are valid at the epoch date displayed above
 DQ0881.which is a decimal equivalence of Year/Month/Day.
 DQ0881
 DQ0881.The orthometric height was determined by GPS observations and a
 DQ0881.high-resolution geoid model using precise GPS observation and
 DQ0881.processing techniques.
 DQ0881
 DQ0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0881.GEOID18 height accuracy estimate available here.
 DQ0881
 DQ0881.Click photographs - Photos may exist for this station.
 DQ0881
 DQ0881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0881
 DQ0881.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0881
 DQ0881.The ellipsoidal height was determined by GPS observations
 DQ0881.and is referenced to NAD 83.
 DQ0881
 DQ0881. The following values were computed from the NAD 83(2011) position.
 DQ0881
 DQ0881;                    North         East     Units Scale Factor Converg.
 DQ0881;SPC DE       -    50,303.870   230,717.011   MT  1.00000661   +0 13 07.8
 DQ0881;SPC DE       -   165,038.61    756,944.06   sFT  1.00000661   +0 13 07.8
 DQ0881;UTM  18      - 4,256,042.369   494,348.618   MT  0.99960039   -0 02 25.0
 DQ0881
 DQ0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0881!SPC DE       -   1.00000505  x   1.00000661  =   1.00001166
 DQ0881!UTM  18      -   1.00000505  x   0.99960039  =   0.99960544
 DQ0881
 DQ0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9434856042(NAD 83)
 DQ0881
 DQ0881                          SUPERSEDED SURVEY CONTROL
 DQ0881
 DQ0881.No superseded survey control is available for this station.
 DQ0881
 DQ0881_MARKER: DV = VERTICAL CONTROL DISK
 DQ0881_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ0881_SP_SET: LARGE BRIDGE
 DQ0881_STAMPING: FENWICK WEST 2012
 DQ0881_MARK LOGO: DEDHT
 DQ0881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0881+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2013
 DQ0881
 DQ0881  HISTORY     - Date     Condition        Report By
 DQ0881  HISTORY     - 2012     MONUMENTED       DEDHT
 DQ0881  HISTORY     - 20131025 GOOD             DELCOS
 DQ0881
 DQ0881                          STATION DESCRIPTION
 DQ0881
 DQ0881'DESCRIBED BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DQ0881'THE STATION IS LOCATED ABOUT 6.2 MI (9.9 KM) WEST OF FENWICK ISLAND,
 DQ0881'5.9 MI (9.4 KM) SOUTHEAST OF FRANKFORD AND 3.1 MI (5.0 KM) EAST OF
 DQ0881'SELBYVILLE.
 DQ0881'
 DQ0881'TO REACH FROM THE INTERSECTION OF STATE ROUTE 1 AND STATE ROUTE 54,
 DQ0881'PROCEED WEST ALONG STATE ROUTE 54 FOR 0.7 MI (1.1 KM) TO THE MARK ON
 DQ0881'THE LEFT.  THE MARK IS SET ON THE SOUTHWESTERLY-MOST WING WALL OF THE
 DQ0881'BRIDGE.
 DQ0881'
 DQ0881'IT IS 93 FT (28.3 M) WEST OF THE END OF THE GUARDRAIL, 32.0 FT (9.8 M)
 DQ0881'SOUTH OF A POWER LINE POLE NUMBERED 62174, 21.5 FT (6.6 M) NORTH OF
 DQ0881'THE CENTERLINE OF THE ROAD, 19.4 FT (5.9 M) EAST OF A POWER LINE POLE
 DQ0881'NUMBERED 115772 AND ABOUT LEVEL WITH THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3429 ***********************************************************************
 JU3429  DESIGNATION -  FLEMING
 JU3429  PID         -  JU3429
 JU3429  STATE/COUNTY-  DE/NEW CASTLE
 JU3429  COUNTRY     -  US
 JU3429  USGS QUAD   -  SMYRNA (2016)
 JU3429
 JU3429                         *CURRENT SURVEY CONTROL
 JU3429  ______________________________________________________________________
 JU3429* NAD 83(1991) POSITION- 39 21 15.62757(N) 075 32 59.47371(W)   ADJUSTED
 JU3429* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 JU3429  ______________________________________________________________________
 JU3429  GEOID HEIGHT    -        -33.823 (meters)                     GEOID18
 JU3429  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 JU3429  HORZ ORDER      -  SECOND
 JU3429
 JU3429.The horizontal coordinates were established by classical geodetic methods
 JU3429.and adjusted by the National Geodetic Survey in January 1992.
 JU3429
 JU3429.The orthometric height was scaled from a topographic map.
 JU3429
 JU3429.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3429.GEOID18 height accuracy estimate available here.
 JU3429
 JU3429.Click photographs - Photos may exist for this station.
 JU3429
 JU3429.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3429
 JU3429. The following values were computed from the NAD 83(1991) position.
 JU3429
 JU3429;                    North         East     Units Scale Factor Converg.
 JU3429;SPC DE       -   150,352.209   188,520.300   MT  0.99999662   -0 05 04.0
 JU3429;SPC DE       -   493,280.54    618,503.68   sFT  0.99999662   -0 05 04.0
 JU3429;SPC NJ       -    58,360.758    59,518.339   MT  1.00000077   -0 39 56.8
 JU3429;SPC NJ       -   191,471.92    195,269.75   sFT  1.00000077   -0 39 56.8
 JU3429;UTM  18      - 4,356,243.532   452,625.443   MT  0.99962763   -0 20 55.2
 JU3429
 JU3429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3429!SPC DE       -   1.00000487  x   0.99999662  =   1.00000149
 JU3429!SPC NJ       -   1.00000487  x   1.00000077  =   1.00000564
 JU3429!UTM  18      -   1.00000487  x   0.99962763  =   0.99963250
 JU3429
 JU3429:                Primary Azimuth Mark                     Grid Az
 JU3429:SPC DE       -  FLEMING AZ MK                            155 39 12.2
 JU3429:SPC NJ       -  FLEMING AZ MK                            156 14 05.0
 JU3429:UTM  18      -  FLEMING AZ MK                            155 55 03.4
 JU3429
 JU3429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5262556243(NAD 83)
 JU3429
 JU3429|---------------------------------------------------------------------|
 JU3429| PID    Reference Object                     Distance      Geod. Az  |
 JU3429|                                                           dddmmss.s |
 JU3429| CB1508 FLEMING RM 1                         52.173 METERS 04209     |
 JU3429| JU1248 FLEMING RM 2                         63.014 METERS 11832     |
 JU3429| JU1247 FLEMING AZ MK                                      1553408.2 |
 JU3429| JU3427 SMYRNA MUNICIPAL STANDPIPE          APPROX. 8.3 KM 2195742.8 |
 JU3429| JU3428 SMYRNA ME CHURCH SPIRE              APPROX. 7.8 KM 2202638.0 |
 JU3429| JU3436 ODESSA DRAWYERS PRESB CH SPIRE      APPROX.14.7 KM 3195611.9 |
 JU3429|---------------------------------------------------------------------|
 JU3429
 JU3429                          SUPERSEDED SURVEY CONTROL
 JU3429
 JU3429  NAD 83(1986)-  39 21 15.61929(N)    075 32 59.48380(W) AD(       ) 2
 JU3429  NAD 27      -  39 21 15.21400(N)    075 33 00.74800(W) AD(       ) 2
 JU3429
 JU3429.Superseded values are not recommended for survey control.
 JU3429
 JU3429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3429.See file dsdata.pdf to determine how the superseded data were derived.
 JU3429
 JU3429_MARKER: DS = TRIANGULATION STATION DISK
 JU3429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3429_STAMPING: FLEMING 1933
 JU3429_MARK LOGO: CGS
 JU3429_PROJECTION: FLUSH
 JU3429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3429+STABILITY: SURFACE MOTION
 JU3429
 JU3429  HISTORY     - Date     Condition        Report By
 JU3429  HISTORY     - 1933     MONUMENTED       CGS
 JU3429  HISTORY     - 1946     GOOD             CGS
 JU3429  HISTORY     - 1969     GOOD             CGS
 JU3429  HISTORY     - 19980425 MARK NOT FOUND   USPSQD
 JU3429  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU3429
 JU3429                          STATION DESCRIPTION
 JU3429
 JU3429'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3429'TO REACH THIS STATION FROM DOVER, DELAWARE--BEGINNING AT POST
 JU3429'OFFICE, GO N ON U.S. HIGHWAY 13 FOR 11.3 MILES TO THE MAIN
 JU3429'STREET INTERSECTION OF SMYRNA, DELAWARE.  CONTINUE STRAIGHT
 JU3429'AHEAD FOR 1.1 MILES.  TURN RIGHT AND CONTINUE ON THIS PAVED ROAD
 JU3429'FOR 5.95 MILES.  STATION IS ON THE RIGHT HAND SIDE OF THE ROAD
 JU3429'APPROXIMATELY 215 FEET DISTANT AND 24 FEET N OF HOUSE ON
 JU3429'DOCK.  IT IS 27 FEET S OF A BARBED WIRE FENCE AND IT PROJECTS
 JU3429'2 INCHES ABOVE THE EARTHS SURFACE.
 JU3429'
 JU3429'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 JU3429'STANDARD BRONZE DISKS SET IN CONCRETE.
 JU3429'
 JU3429'REFERENCE MARK NO.2 IS A STANDARD DISK CEMENTED IN DRILL HOLE
 JU3429'IN BRIDGE ABUTMENT AT THE N END OF THE BRIDGE AND ON THE W
 JU3429'SIDE.  IT IS IN THE SAME ABUTMENT AND ALONGSIDE THE U.S.E.D.
 JU3429'BENCH MARK.
 JU3429'
 JU3429'REFERENCE MARK NO.1 IS N OF THE STATION AND 12 FEET SW CENTER
 JU3429'LINE OF THE ROAD JUST INSIDE THE FENCE LINE.  IT PROJECTS 4 INCHES
 JU3429'ABOVE THE EARTHS SURFACE.
 JU3429'
 JU3429'AZIMUTH MARK IS 21 FEET FROM CENTER LINE OF ROAD AND 12 FEET
 JU3429'FROM A 16-INCH CEDAR TREE.  CROSS BRIDGE AND GO SE ON ROAD FOR
 JU3429'0.5 MILE.  IT PROJECTS 12 INCHES ABOVE THE EARTHS SURFACE.
 JU3429'
 JU3429'A SQUARE PIN ON THE EXTREME W SIDE OF THE DRAW SPAN AND AT
 JU3429'ITS N END WAS ALSO LOCATED.  A DIRECTION WAS TAKEN TO A
 JU3429'SIMILAR PIN ON THE W SIDE OF THE DRAW SPAN AND AT THE S END.
 JU3429
 JU3429                          STATION RECOVERY (1946)
 JU3429
 JU3429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3429'STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARKS WERE RECOVERED
 JU3429'IN GOOD CONDITION.  DISTANCES TO REFERENCE MARKS WERE MEASURED
 JU3429'AND FOUND TO BE CORRECT.  DUE TO INACCURACIES AND DESTRUCTION OF
 JU3429'REFERENCES IN THE 1933 DESCRIPTION, A COMPLETE NEW DESCRIPTION IS
 JU3429'SUBMITTED AS FOLLOWS--
 JU3429'
 JU3429'TO REACH THIS STATION FROM SMYRNA, DELAWARE, START AT INTERSECTION
 JU3429'OF U.S. HIGHWAY 13 AND STATE HIGHWAY 6, GO 1.1 MILES N ON HIGHWAY
 JU3429'13, TURN E ON PAVED ROAD 5.95 MILES TO DRAWBRIDGE OVER SMYRNA
 JU3429'RIVER AT FLEMINGS LANDING, DELAWARE.
 JU3429'
 JU3429'STATION MARK IS 225 FEET W OF N END OF BRIDGE, 383 FEET N OF
 JU3429'MEAN HIGH-WATER LINE, 28.9 FEET N OF NE CORNER OF WAREHOUSE ON
 JU3429'WHARF.  IT IS A BRONZE STATION DISK, STAMPED FLEMING 1933 AND IS
 JU3429'FLUSH WITH THE GROUND.  IT IS SET IN CONCRETE.
 JU3429'
 JU3429'REFERENCE MARK 1 IS N OF THE STATION, 12 FEET SW OF CENTER LINE
 JU3429'OF THE ROAD AND JUST INSIDE FENCE.  IT PROJECTS 4 INCHES ABOVE THE
 JU3429'GROUND.  IT IS SET IN CONCRETE.  ( A BRONZE REFERENCE DISK.)
 JU3429'
 JU3429'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK CEMENTED IN DRILL
 JU3429'HOLE IN W END OF N ABUTMENT OF BRIDGE.  IT IS NEAR THE
 JU3429'U.S.E.D. BENCH MARK.  IT IS SET IN CONCRETE.
 JU3429'
 JU3429'TO REACH AZIMUTH MARK FROM THE STATION, GO ACROSS BRIDGE 0.5
 JU3429'MILE SE ALONG ROAD.  THE MARK IS 21 FEET E OF THE CENTER LINE
 JU3429'OF THE ROAD.  THE AZIMUTH MARK IS 12 FEET NORTH OF A LONE 20-INCH
 JU3429'PINE TREE.  IT IS NOW MARKED WITH A 4- BY 4-INCH BY 2-FOOT
 JU3429'WHITE WOODEN POST STENCILED U S B M.  IT PROJECTS 10 INCHES ABOVE
 JU3429'GROUND.  IT IS SET IN CONCRETE.
 JU3429'
 JU3429'A SQUARE PIN ON THE EXTREME W SIDE OF THE DRAWSPAN AND AT ITS
 JU3429'N END WAS ALSO LOCATED.  A DIRECTION WAS TAKEN TO A SIMILAR PIN
 JU3429'OF THE DRAW SPAN AND AT THE S END.
 JU3429
 JU3429                          STATION RECOVERY (1969)
 JU3429
 JU3429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 JU3429'STATION MARK, R.M.S 1 AND 2 AND AZIMUTH MARK RECOVERED IN GOOD
 JU3429'CONDITION.  THE RECOVERY NOTE BY E.L.J. IN 1946 IS ADEQUATE
 JU3429'WITH THE FOLLOWING EXCEPTIONS--R.M. 1 PROJECTS TWO FEET ABOVE
 JU3429'THE GROUND.  THE WAREHOUSE ON WHARF HAS BEEN RAZED AND ONLY ITS
 JU3429'FOUNDATION REMAINS.
 JU3429
 JU3429                          STATION RECOVERY (1998)
 JU3429
 JU3429'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3429'MARK NOT FOUND.
 JU3429
 JU3429                          STATION RECOVERY (2013)
 JU3429
 JU3429'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3429'INADEQUATE DESCRIPTION
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1247 ***********************************************************************
 JU1247  DESIGNATION -  FLEMING AZ MK
 JU1247  PID         -  JU1247
 JU1247  STATE/COUNTY-  DE/KENT
 JU1247  COUNTRY     -  US
 JU1247  USGS QUAD   -  SMYRNA (2016)
 JU1247
 JU1247                         *CURRENT SURVEY CONTROL
 JU1247  ______________________________________________________________________
 JU1247* NAD 83(1986) POSITION- 39 20 49.     (N) 075 32 44.     (W)   SCALED
 JU1247* NAVD 88 ORTHO HEIGHT -     1.044 (meters)        3.43  (feet) ADJUSTED
 JU1247  ______________________________________________________________________
 JU1247  GEOID HEIGHT    -        -33.838 (meters)                     GEOID18
 JU1247  DYNAMIC HEIGHT  -          1.043 (meters)        3.42  (feet) COMP
 JU1247  MODELED GRAVITY -    980,112.8   (mgal)                       NAVD 88
 JU1247
 JU1247  VERT ORDER      -  THIRD
 JU1247
 JU1247.The horizontal coordinates were scaled from a map and have
 JU1247.an estimated accuracy of +/- 6 seconds.
 JU1247
 JU1247.The orthometric height was determined by differential leveling and
 JU1247.adjusted by the NATIONAL GEODETIC SURVEY
 JU1247.in June 1991.
 JU1247
 JU1247.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1247.GEOID18 height accuracy estimate available here.
 JU1247
 JU1247.Click photographs - Photos may exist for this station.
 JU1247
 JU1247.The dynamic height is computed by dividing the NAVD 88
 JU1247.geopotential number by the normal gravity value computed on the
 JU1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1247.degrees latitude (g = 980.6199 gals.).
 JU1247
 JU1247.The modeled gravity was interpolated from observed gravity values.
 JU1247
 JU1247;                    North         East    Units  Estimated Accuracy
 JU1247;SPC DE       -   149,530.      188,890.      MT  (+/- 180 meters Scaled)
 JU1247
 JU1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ529554(NAD 83)
 JU1247
 JU1247                          SUPERSEDED SURVEY CONTROL
 JU1247
 JU1247  NGVD 29 (11/26/84)    1.252  (m)            4.11   (f) ADJUSTED    3 0
 JU1247
 JU1247.Superseded values are not recommended for survey control.
 JU1247
 JU1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1247.See file dsdata.pdf to determine how the superseded data were derived.
 JU1247
 JU1247_MARKER: DR = REFERENCE MARK DISK
 JU1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1247_STAMPING: FLEMING AZI MK 1933
 JU1247_MARK LOGO: CGS
 JU1247_PROJECTION: PROJECTING 30 CENTIMETERS
 JU1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1247+STABILITY: SURFACE MOTION
 JU1247
 JU1247  HISTORY     - Date     Condition        Report By
 JU1247  HISTORY     - 1933     MONUMENTED       CGS
 JU1247  HISTORY     - 1946     GOOD             CGS
 JU1247  HISTORY     - 1981     GOOD             UDE
 JU1247  HISTORY     - 20120321 MARK NOT FOUND   DELCOS
 JU1247
 JU1247                          STATION DESCRIPTION
 JU1247
 JU1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JU1247'0.5 MI S FROM FLEMINGS LANDING.
 JU1247'IN KENT COUNTY, 0.5 MILE SOUTH ALONG A ROAD FROM FLEMINGS LANDING,
 JU1247'NEW CASTLE COUNTY, 21 FEET EAST OF THE CENTERLINE OF THE ROAD,
 JU1247'13 FEET NORTH OF A 12-INCH PINE TREE, AND 2 FEET WEST OF A WHITE
 JU1247'WOODEN WITNESS POST.  A STANDARD REFERENCE-MARK DISK, STAMPED
 JU1247'FLEMING AZ MK 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU1247'1 FOOT ABOVE GROUND.
 JU1247
 JU1247                          STATION RECOVERY (1981)
 JU1247
 JU1247'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1247'RECOVERED IN GOOD CONDITION.
 JU1247
 JU1247                          STATION RECOVERY (2012)
 JU1247
 JU1247'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1247'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2122 ***********************************************************************
 HU2122  DESIGNATION -  FLOOD 100
 HU2122  PID         -  HU2122
 HU2122  STATE/COUNTY-  DE/SUSSEX
 HU2122  COUNTRY     -  US
 HU2122  USGS QUAD   -  FRANKFORD (2016)
 HU2122
 HU2122                         *CURRENT SURVEY CONTROL
 HU2122  ______________________________________________________________________
 HU2122* NAD 83(1986) POSITION- 38 36 10.     (N) 075 14 20.     (W)   SCALED
 HU2122* NAVD 88 ORTHO HEIGHT -     5.780 (meters)       18.96  (feet) ADJUSTED
 HU2122  ______________________________________________________________________
 HU2122  GEOID HEIGHT    -        -35.739 (meters)                     GEOID18
 HU2122  DYNAMIC HEIGHT  -          5.776 (meters)       18.95  (feet) COMP
 HU2122  MODELED GRAVITY -    980,024.3   (mgal)                       NAVD 88
 HU2122
 HU2122  VERT ORDER      -  SECOND    CLASS I
 HU2122
 HU2122.The horizontal coordinates were scaled from a map and have
 HU2122.an estimated accuracy of +/- 6 seconds.
 HU2122
 HU2122.The orthometric height was determined by differential leveling and
 HU2122.adjusted by the NATIONAL GEODETIC SURVEY
 HU2122.in June 1991.
 HU2122
 HU2122.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2122.GEOID18 height accuracy estimate available here.
 HU2122
 HU2122.Click photographs - Photos may exist for this station.
 HU2122
 HU2122.The dynamic height is computed by dividing the NAVD 88
 HU2122.geopotential number by the normal gravity value computed on the
 HU2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2122.degrees latitude (g = 980.6199 gals.).
 HU2122
 HU2122.The modeled gravity was interpolated from observed gravity values.
 HU2122
 HU2122;                    North         East    Units  Estimated Accuracy
 HU2122;SPC DE       -    66,920.      215,490.      MT  (+/- 180 meters Scaled)
 HU2122
 HU2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH791727(NAD 83)
 HU2122
 HU2122                          SUPERSEDED SURVEY CONTROL
 HU2122
 HU2122.No superseded survey control is available for this station.
 HU2122
 HU2122_MARKER: DD = SURVEY DISK
 HU2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2122_STAMPING: FLOOD NO.100 1988
 HU2122_MARK LOGO: DEGS
 HU2122_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU2122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2122+STABILITY: SURFACE MOTION
 HU2122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2122+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 HU2122
 HU2122  HISTORY     - Date     Condition        Report By
 HU2122  HISTORY     - 1988     MONUMENTED       SCS
 HU2122  HISTORY     - 20120210 GOOD             DELCOS
 HU2122
 HU2122                          STATION DESCRIPTION
 HU2122
 HU2122'DESCRIBED BY SOIL CONSERVATION SERVICE 1988
 HU2122'11.9 MI SW ALONG RT 24 FROM ITS INTERSECTION WITH RT 1 AND AT THE
 HU2122'T-ROAD INTERSECTION OF RT 24 AND RD 309.  61.2 FT SE FROM THE T-ROAD
 HU2122'INTERSECTION.  24.3 FT S FROM THE CENTERLINE OF RT 24.  10.0 FT E FROM
 HU2122'DP+L POLE NO. 57225/01751/11/85.  MONUMENT LOCATED ON THE S SIDE OF RT
 HU2122'24 AND SE OF THE INTERSECTION AND NEAR A CORNER OF WOODS.  1.4 FT
 HU2122'NORTH FROM A WITNESS POST AND ABOUT 2 INCHES BELOW GROUND LEVEL.
 HU2122
 HU2122                          STATION RECOVERY (2012)
 HU2122
 HU2122'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU2122'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2114 ***********************************************************************
 HU2114  DESIGNATION -  FLOOD 2
 HU2114  PID         -  HU2114
 HU2114  STATE/COUNTY-  DE/SUSSEX
 HU2114  COUNTRY     -  US
 HU2114  USGS QUAD   -  FAIRMOUNT (2016)
 HU2114
 HU2114                         *CURRENT SURVEY CONTROL
 HU2114  ______________________________________________________________________
 HU2114* NAD 83(1986) POSITION- 38 43 05.     (N) 075 08 57.     (W)   SCALED
 HU2114* NAVD 88 ORTHO HEIGHT -     8.802 (meters)       28.88  (feet) ADJUSTED
 HU2114  ______________________________________________________________________
 HU2114  GEOID HEIGHT    -        -35.675 (meters)                     GEOID18
 HU2114  DYNAMIC HEIGHT  -          8.797 (meters)       28.86  (feet) COMP
 HU2114  MODELED GRAVITY -    980,033.2   (mgal)                       NAVD 88
 HU2114
 HU2114  VERT ORDER      -  SECOND    CLASS I
 HU2114
 HU2114.The horizontal coordinates were scaled from a map and have
 HU2114.an estimated accuracy of +/- 6 seconds.
 HU2114
 HU2114.The orthometric height was determined by differential leveling and
 HU2114.adjusted by the NATIONAL GEODETIC SURVEY
 HU2114.in June 1991.
 HU2114
 HU2114.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2114.GEOID18 height accuracy estimate available here.
 HU2114
 HU2114.Click photographs - Photos may exist for this station.
 HU2114
 HU2114.The dynamic height is computed by dividing the NAVD 88
 HU2114.geopotential number by the normal gravity value computed on the
 HU2114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2114.degrees latitude (g = 980.6199 gals.).
 HU2114
 HU2114.The modeled gravity was interpolated from observed gravity values.
 HU2114
 HU2114;                    North         East    Units  Estimated Accuracy
 HU2114;SPC DE       -    79,740.      223,260.      MT  (+/- 180 meters Scaled)
 HU2114
 HU2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH870855(NAD 83)
 HU2114
 HU2114                          SUPERSEDED SURVEY CONTROL
 HU2114
 HU2114.No superseded survey control is available for this station.
 HU2114
 HU2114_MARKER: DD = SURVEY DISK
 HU2114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2114_STAMPING: FLOOD NO.2 1983
 HU2114_MARK LOGO: DEGS
 HU2114_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU2114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2114+STABILITY: SURFACE MOTION
 HU2114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2114+SATELLITE: SATELLITE OBSERVATIONS - 1983
 HU2114
 HU2114  HISTORY     - Date     Condition        Report By
 HU2114  HISTORY     - 1983     MONUMENTED       DEGS
 HU2114  HISTORY     - 19890501 GOOD             SCS
 HU2114  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU2114
 HU2114                          STATION DESCRIPTION
 HU2114
 HU2114'DESCRIBED BY SOIL CONSERVATION SERVICE 1989
 HU2114'1.35 MI SW ALONG RT 24 FROM ITS INTERSECTION WITH RT 1 AND AT THE
 HU2114'INTERSECTION OF RT 24 AND RD 284.  71.4 FT E OF THE INTERSECTION.
 HU2114'23.5 FT SE OF THE CENTERLINE OF RT 24.  66.7 FT NE OF THE CENTERLINE
 HU2114'OF RD 284.  2.1 FT SW OF DST CO POLE NO. 57.  MONUMENT LOCATED IN THE
 HU2114'NE CORNER OF THE INTERSECTION.  1.3 FT SW FROM A WITNESS POST AND
 HU2114'RECESSED ABOUT 1 INCH FROM GROUND LEVEL.
 HU2114
 HU2114                          STATION RECOVERY (2012)
 HU2114
 HU2114'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU2114'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2115 ***********************************************************************
 HU2115  DESIGNATION -  FLOOD 3
 HU2115  PID         -  HU2115
 HU2115  STATE/COUNTY-  DE/SUSSEX
 HU2115  COUNTRY     -  US
 HU2115  USGS QUAD   -  FAIRMOUNT (2016)
 HU2115
 HU2115                         *CURRENT SURVEY CONTROL
 HU2115  ______________________________________________________________________
 HU2115* NAD 83(1986) POSITION- 38 41 58.     (N) 075 10 10.     (W)   SCALED
 HU2115* NAVD 88 ORTHO HEIGHT -     5.051 (meters)       16.57  (feet) ADJUSTED
 HU2115  ______________________________________________________________________
 HU2115  GEOID HEIGHT    -        -35.684 (meters)                     GEOID18
 HU2115  DYNAMIC HEIGHT  -          5.048 (meters)       16.56  (feet) COMP
 HU2115  MODELED GRAVITY -    980,031.8   (mgal)                       NAVD 88
 HU2115
 HU2115  VERT ORDER      -  SECOND    CLASS I
 HU2115
 HU2115.The horizontal coordinates were scaled from a map and have
 HU2115.an estimated accuracy of +/- 6 seconds.
 HU2115
 HU2115.The orthometric height was determined by differential leveling and
 HU2115.adjusted by the NATIONAL GEODETIC SURVEY
 HU2115.in June 1991.
 HU2115
 HU2115.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2115.GEOID18 height accuracy estimate available here.
 HU2115
 HU2115.Click photographs - Photos may exist for this station.
 HU2115
 HU2115.The dynamic height is computed by dividing the NAVD 88
 HU2115.geopotential number by the normal gravity value computed on the
 HU2115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2115.degrees latitude (g = 980.6199 gals.).
 HU2115
 HU2115.The modeled gravity was interpolated from observed gravity values.
 HU2115
 HU2115;                    North         East    Units  Estimated Accuracy
 HU2115;SPC DE       -    77,670.      221,510.      MT  (+/- 180 meters Scaled)
 HU2115
 HU2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH852834(NAD 83)
 HU2115
 HU2115                          SUPERSEDED SURVEY CONTROL
 HU2115
 HU2115.No superseded survey control is available for this station.
 HU2115
 HU2115_MARKER: DD = SURVEY DISK
 HU2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2115_STAMPING: FLOOD NO.3 1983
 HU2115_MARK LOGO: DEGS
 HU2115_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU2115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2115+STABILITY: SURFACE MOTION
 HU2115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2115+SATELLITE: SATELLITE OBSERVATIONS - 1983
 HU2115
 HU2115  HISTORY     - Date     Condition        Report By
 HU2115  HISTORY     - 1983     MONUMENTED       DEGS
 HU2115  HISTORY     - 19890501 GOOD             SCS
 HU2115  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU2115
 HU2115                          STATION DESCRIPTION
 HU2115
 HU2115'DESCRIBED BY SOIL CONSERVATION SERVICE 1989
 HU2115'3.0 MI SW ALONG RT 24 FROM ITS INTERSECTION WITH RT 1 AND AT THE
 HU2115'T-ROAD INTERSECTION OF RT 24 AND RD 279 AT PEDDLERS VILLAGE.  88.2 FT
 HU2115'SW OF THE INTERSECTION.  27.5 FT SE OF THE CENTERLINE OF RT 24.  86.0
 HU2115'FT SW OF THE CENTERLINE OF RD 279 (LEADING TO WESTBAY PARK).  MONUMENT
 HU2115'LOCATED IN THE SW CORNER OF THE INTERSECTION.  0.8 FT SW FROM A
 HU2115'WITNESS POST AND PROJECTING ABOUT 2 INCHES FROM GROUND.
 HU2115
 HU2115                          STATION RECOVERY (2012)
 HU2115
 HU2115'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU2115'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2116 ***********************************************************************
 HU2116  DESIGNATION -  FLOOD 4
 HU2116  PID         -  HU2116
 HU2116  STATE/COUNTY-  DE/SUSSEX
 HU2116  COUNTRY     -  US
 HU2116  USGS QUAD   -  FAIRMOUNT (2016)
 HU2116
 HU2116                         *CURRENT SURVEY CONTROL
 HU2116  ______________________________________________________________________
 HU2116* NAD 83(1986) POSITION- 38 40 38.     (N) 075 11 00.     (W)   SCALED
 HU2116* NAVD 88 ORTHO HEIGHT -     5.923 (meters)       19.43  (feet) ADJUSTED
 HU2116  ______________________________________________________________________
 HU2116  GEOID HEIGHT    -        -35.695 (meters)                     GEOID18
 HU2116  DYNAMIC HEIGHT  -          5.919 (meters)       19.42  (feet) COMP
 HU2116  MODELED GRAVITY -    980,030.2   (mgal)                       NAVD 88
 HU2116
 HU2116  VERT ORDER      -  SECOND    CLASS I
 HU2116
 HU2116.The horizontal coordinates were scaled from a map and have
 HU2116.an estimated accuracy of +/- 6 seconds.
 HU2116
 HU2116.The orthometric height was determined by differential leveling and
 HU2116.adjusted by the NATIONAL GEODETIC SURVEY
 HU2116.in June 1991.
 HU2116
 HU2116.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2116.GEOID18 height accuracy estimate available here.
 HU2116
 HU2116.Click photographs - Photos may exist for this station.
 HU2116
 HU2116.The dynamic height is computed by dividing the NAVD 88
 HU2116.geopotential number by the normal gravity value computed on the
 HU2116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2116.degrees latitude (g = 980.6199 gals.).
 HU2116
 HU2116.The modeled gravity was interpolated from observed gravity values.
 HU2116
 HU2116;                    North         East    Units  Estimated Accuracy
 HU2116;SPC DE       -    75,200.      220,300.      MT  (+/- 180 meters Scaled)
 HU2116
 HU2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH840809(NAD 83)
 HU2116
 HU2116                          SUPERSEDED SURVEY CONTROL
 HU2116
 HU2116.No superseded survey control is available for this station.
 HU2116
 HU2116_MARKER: DD = SURVEY DISK
 HU2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2116_STAMPING: FLOOD NO.4 1983
 HU2116_MARK LOGO: DEGS
 HU2116_PROJECTION: RECESSED 8 CENTIMETERS
 HU2116_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2116+STABILITY: SURFACE MOTION
 HU2116_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2116+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 HU2116
 HU2116  HISTORY     - Date     Condition        Report By
 HU2116  HISTORY     - 1983     MONUMENTED       DEGS
 HU2116  HISTORY     - 19890501 GOOD             SCS
 HU2116  HISTORY     - 20050714 GOOD             DEDT
 HU2116  HISTORY     - 20090501 GOOD             DEDT
 HU2116  HISTORY     - 20120210 GOOD             DELCOS
 HU2116
 HU2116                          STATION DESCRIPTION
 HU2116
 HU2116'DESCRIBED BY SOIL CONSERVATION SERVICE 1989
 HU2116'4.85 MI SW ALONG RT 24 FROM ITS INTERSECTION WITH RT 1 AND THE
 HU2116'INTERSECTION OF RT 24 AND RD 277.  98.3 FT SW FROM INTERSECTION.  23.8
 HU2116'FT NW OF THE CENTERLINE OF RT 24.  6.1 FT NE FROM DEC POLE NO.
 HU2116'LK2-186.  51.3 FT SW FROM SIGNAL BOX.  RD 277 LEADS TO CAMP ARROWHEAD.
 HU2116'MONUMENT LOCATED IN THE SW CORNER OF THE INTERSECTION.  0.8 FT SE
 HU2116'FROM A WITNESS POST AND RECESSED ABOUT 2 INCHES FROM GROUND LEVEL.
 HU2116
 HU2116                          STATION RECOVERY (2005)
 HU2116
 HU2116'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2005 (JR)
 HU2116'THE STATION IS LOCATED 18.6 MI (29.93 KM) ESE OF LINCOLN, 6.08 MI
 HU2116'(9.78 KM) WSW OF REHOBOTH BEACH, AND 9.76 MI (15.71 KM) ESE OF MILTON.
 HU2116'
 HU2116'TO REACH STATION, PROCEED 4.76 MI (7.67 KM) SW ALONG RT 24 (JOHN J.
 HU2116'WILLIAMS HWY) FROM ITS INTERSECTION WITH RT 1 (COASTAL HWY) TO THE
 HU2116'INTERSECTION OF ROUTE 24 AND RD 277 (ROBINSONVILLE RD).
 HU2116'
 HU2116'THE STATION IS 98.3 FT SW FROM INTERSECTION. 23.8 FT NW OF THE
 HU2116'CENTERLINE OF RT 24.  IT IS 6.1 FT NE FROM UTILITY POLE NO. LK2-186,
 HU2116'0.9 FT FROM UTILITY POLE NO. DEC 114894. 51.3 FT SW FROM TRAFFIC
 HU2116'SIGNAL BOX. RD 277 LEADS TO CAMP ARROWHEAD. MOMUMENT LOCATED IN THE SW
 HU2116'CORNER OF THE INTERSECTION. 0.8 FT SE FROM A WITNESS POST.
 HU2116
 HU2116                          STATION RECOVERY (2009)
 HU2116
 HU2116'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009 (BRC)
 HU2116'RECOVERED AS DESCRIBED.
 HU2116
 HU2116                          STATION RECOVERY (2012)
 HU2116
 HU2116'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU2116'UNDERGROUND 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2117 ***********************************************************************
 HU2117  DESIGNATION -  FLOOD 5
 HU2117  PID         -  HU2117
 HU2117  STATE/COUNTY-  DE/SUSSEX
 HU2117  COUNTRY     -  US
 HU2117  USGS QUAD   -  FAIRMOUNT (2016)
 HU2117
 HU2117                         *CURRENT SURVEY CONTROL
 HU2117  ______________________________________________________________________
 HU2117* NAD 83(1986) POSITION- 38 40 09.9    (N) 075 11 16.2    (W)   HD_HELD2
 HU2117* NAVD 88 ORTHO HEIGHT -     4.758 (meters)       15.61  (feet) ADJUSTED
 HU2117  ______________________________________________________________________
 HU2117  GEOID HEIGHT    -        -35.699 (meters)                     GEOID18
 HU2117  DYNAMIC HEIGHT  -          4.755 (meters)       15.60  (feet) COMP
 HU2117  MODELED GRAVITY -    980,029.7   (mgal)                       NAVD 88
 HU2117
 HU2117  VERT ORDER      -  SECOND    CLASS I
 HU2117
 HU2117.The horizontal coordinates were established by autonomous hand held GPS
 HU2117.observations and have an estimated accuracy of +/- 10 meters.
 HU2117
 HU2117.The orthometric height was determined by differential leveling and
 HU2117.adjusted by the NATIONAL GEODETIC SURVEY
 HU2117.in June 1991.
 HU2117
 HU2117.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2117.GEOID18 height accuracy estimate available here.
 HU2117
 HU2117.Click photographs - Photos may exist for this station.
 HU2117
 HU2117.The dynamic height is computed by dividing the NAVD 88
 HU2117.geopotential number by the normal gravity value computed on the
 HU2117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2117.degrees latitude (g = 980.6199 gals.).
 HU2117
 HU2117.The modeled gravity was interpolated from observed gravity values.
 HU2117
 HU2117;                    North         East    Units  Estimated Accuracy
 HU2117;SPC DE       -    74,332.      219,915.      MT  (+/- 10 meters HH2 GPS)
 HU2117
 HU2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8365980109(NAD 83)
 HU2117
 HU2117                          SUPERSEDED SURVEY CONTROL
 HU2117
 HU2117.No superseded survey control is available for this station.
 HU2117
 HU2117_MARKER: DD = SURVEY DISK
 HU2117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2117_STAMPING: FLOOD NO.5 1983
 HU2117_MARK LOGO: DEGS
 HU2117_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU2117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2117+STABILITY: SURFACE MOTION
 HU2117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2117+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 HU2117
 HU2117  HISTORY     - Date     Condition        Report By
 HU2117  HISTORY     - 1983     MONUMENTED       DEGS
 HU2117  HISTORY     - 19890501 GOOD             SCS
 HU2117  HISTORY     - 20050714 GOOD             DEDT
 HU2117  HISTORY     - 20090501 GOOD             DEDT
 HU2117  HISTORY     - 20120210 GOOD             DELCOS
 HU2117
 HU2117                          STATION DESCRIPTION
 HU2117
 HU2117'DESCRIBED BY SOIL CONSERVATION SERVICE 1989
 HU2117'5.5 MI SW ALONG RT 24 FROM ITS INTERSECTION WITH RT 1 AND AT THE
 HU2117'T-ROAD INTERSECTION OF RT 24 AND RD 49.  26.2 FT NW OF THE
 HU2117'INTERSECTION.  1.5 FT NE FROM DEC POLE NO. 40-3/LK2-196.  RD 49 LEADS
 HU2117'TO PINEWATER FARM.  MONUMENT LOCATED ON NW SIDE OF RT 24 AT THE
 HU2117'INTERSECTION.  1.0 FT NE FROM A WITNESS POST AND RECESSED ABOUT 2
 HU2117'INCHES FROM GROUND LEVEL.
 HU2117
 HU2117                          STATION RECOVERY (2005)
 HU2117
 HU2117'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2005 (JR)
 HU2117'THE STATION IS LOCATED 18.9 MI (30.42 KM) SE OF LINCOLN, 6.56 MI
 HU2117'(10.56 KM) WSW OF REHOBOTH BEACH, AND 9.99 MI (16.08 KM) SE OF MILTON.
 HU2117'
 HU2117'TO REACH STATION PROCEED 5.2 MI (8.37 KM) SW ALONG RT 24 (JOHN J.
 HU2117'WILLIAMS HWY) FROM ITS INTERSECTION WITH RT 1 (COASTAL HWY) TO THE
 HU2117'T-ROAD INTERSECTION OF RT 24 AND RD 49 (SLOAN RD).
 HU2117'
 HU2117'THE STATION IS 26.2 FT NW OF THE INTERSECTION. 1.5 FT NE FROM UTILITY
 HU2117'DEC POLE NO. 40-3/LK2-196. RD 49 LEADS TO PINEWATER FARM. MONUMENT
 HU2117'LOCATED ON NW SIDE OF RT 24 AT THE INTERSECTION. 1.0 FT NE FROM A
 HU2117'WITNESS POST.
 HU2117
 HU2117                          STATION RECOVERY (2009)
 HU2117
 HU2117'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009 (BRC)
 HU2117'RECOVERED AS DESCRIBED.
 HU2117
 HU2117                          STATION RECOVERY (2012)
 HU2117
 HU2117'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU2117'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL3550 ***********************************************************************
 DL3550  DESIGNATION -  FLOOD 6 RESET
 DL3550  PID         -  DL3550
 DL3550  STATE/COUNTY-  DE/SUSSEX
 DL3550  COUNTRY     -  US
 DL3550  USGS QUAD   -  FAIRMOUNT (2016)
 DL3550
 DL3550                         *CURRENT SURVEY CONTROL
 DL3550  ______________________________________________________________________
 DL3550* NAD 83(1986) POSITION- 38 39 17.0    (N) 075 11 20.5    (W)   HD_HELD2
 DL3550* NAVD 88 ORTHO HEIGHT -     4.130 (meters)       13.55  (feet) ADJUSTED
 DL3550  ______________________________________________________________________
 DL3550  GEOID HEIGHT    -        -35.707 (meters)                     GEOID18
 DL3550  DYNAMIC HEIGHT  -          4.127 (meters)       13.54  (feet) COMP
 DL3550  MODELED GRAVITY -    980,028.9   (mgal)                       NAVD 88
 DL3550
 DL3550  VERT ORDER      -  SECOND    CLASS II
 DL3550
 DL3550.The horizontal coordinates were established by autonomous hand held GPS
 DL3550.observations and have an estimated accuracy of +/- 10 meters.
 DL3550
 DL3550.The orthometric height was determined by differential leveling and
 DL3550.adjusted by the NATIONAL GEODETIC SURVEY
 DL3550.in July 2009.
 DL3550
 DL3550.No vertical observational check was made to the station.
 DL3550
 DL3550.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3550.GEOID18 height accuracy estimate available here.
 DL3550
 DL3550.Click photographs - Photos may exist for this station.
 DL3550
 DL3550.The dynamic height is computed by dividing the NAVD 88
 DL3550.geopotential number by the normal gravity value computed on the
 DL3550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3550.degrees latitude (g = 980.6199 gals.).
 DL3550
 DL3550.The modeled gravity was interpolated from observed gravity values.
 DL3550
 DL3550;                    North         East    Units  Estimated Accuracy
 DL3550;SPC DE       -    72,700.      219,815.      MT  (+/- 10 meters HH2 GPS)
 DL3550
 DL3550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8355278478(NAD 83)
 DL3550
 DL3550                          SUPERSEDED SURVEY CONTROL
 DL3550
 DL3550.No superseded survey control is available for this station.
 DL3550
 DL3550_MARKER: DD = SURVEY DISK
 DL3550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3550_STAMPING: FLOOD 6 RESET
 DL3550_MARK LOGO: DEDT
 DL3550_PROJECTION: RECESSED 3 CENTIMETERS
 DL3550_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3550+STABILITY: SURFACE MOTION
 DL3550
 DL3550  HISTORY     - Date     Condition        Report By
 DL3550  HISTORY     - 20090501 MONUMENTED       DEDT
 DL3550  HISTORY     - 20120210 GOOD             DELCOS
 DL3550
 DL3550                          STATION DESCRIPTION
 DL3550
 DL3550'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL3550'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTHEAST OF HARBESON, 7.1
 DL3550'MI (11.4 KM) NORTHEAST OF MILLSBORO AND 1.9 MI (3.1 KM) EAST-SOUTHEAST
 DL3550'OF FAIRMOUNT.
 DL3550'
 DL3550'TO REACH FROM THE INTERSECTION OF STATE ROUTE 1 AND STATE ROUTE 24
 DL3550'(JOHN J WILLIAMS HWY) PROCEED 6.2 MI (10.0 KM) ALONG STATE ROUTE 24
 DL3550'(JOHN J WILLIAMS HWY) TO THE T-INTERSECTION OF STATE ROUTE 24 (JOHN J
 DL3550'WILLIAMS HWY) AND BANKS ROAD (S298)TO THE MARK ON THE LEFT.  THE MARK
 DL3550'IS LOCATED ON THE NORTHEAST CORNER OF THE INTERSECTION.
 DL3550'
 DL3550'THE MARK IS 16.3 FT (5.0 M) SOUTH OF A 15 INCH (38 CM) REINFORCED
 DL3550'CONCRETE PIPE, 24.2 FT (7.4 M) NORTHWEST OF A UTILITY POLE (DEC
 DL3550'18107), 59 FT (18.0 M) NORTH-NORTHEAST OF THE NORTHEASTERLY FACE OF A
 DL3550'CONCRETE ISLAND DIVIDING BANKS LANE, AND 25.8 FT (7.9 M) EAST OF A
 DL3550'UTILITY POLE (DEC 18108).
 DL3550
 DL3550                          STATION RECOVERY (2012)
 DL3550
 DL3550'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL3550'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2119 ***********************************************************************
 HU2119  DESIGNATION -  FLOOD 7
 HU2119  PID         -  HU2119
 HU2119  STATE/COUNTY-  DE/SUSSEX
 HU2119  COUNTRY     -  US
 HU2119  USGS QUAD   -  FAIRMOUNT (2016)
 HU2119
 HU2119                         *CURRENT SURVEY CONTROL
 HU2119  ______________________________________________________________________
 HU2119* NAD 83(1986) POSITION- 38 38 07.     (N) 075 11 38.     (W)   SCALED
 HU2119* NAVD 88 ORTHO HEIGHT -     6.058 (meters)       19.88  (feet) ADJUSTED
 HU2119  ______________________________________________________________________
 HU2119  GEOID HEIGHT    -        -35.718 (meters)                     GEOID18
 HU2119  DYNAMIC HEIGHT  -          6.054 (meters)       19.86  (feet) COMP
 HU2119  MODELED GRAVITY -    980,027.9   (mgal)                       NAVD 88
 HU2119
 HU2119  VERT ORDER      -  SECOND    CLASS I
 HU2119
 HU2119.The horizontal coordinates were scaled from a map and have
 HU2119.an estimated accuracy of +/- 6 seconds.
 HU2119
 HU2119.The orthometric height was determined by differential leveling and
 HU2119.adjusted by the NATIONAL GEODETIC SURVEY
 HU2119.in June 1991.
 HU2119
 HU2119.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2119.GEOID18 height accuracy estimate available here.
 HU2119
 HU2119.Click photographs - Photos may exist for this station.
 HU2119
 HU2119.The dynamic height is computed by dividing the NAVD 88
 HU2119.geopotential number by the normal gravity value computed on the
 HU2119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2119.degrees latitude (g = 980.6199 gals.).
 HU2119
 HU2119.The modeled gravity was interpolated from observed gravity values.
 HU2119
 HU2119;                    North         East    Units  Estimated Accuracy
 HU2119;SPC DE       -    70,540.      219,400.      MT  (+/- 180 meters Scaled)
 HU2119
 HU2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH831763(NAD 83)
 HU2119
 HU2119                          SUPERSEDED SURVEY CONTROL
 HU2119
 HU2119.No superseded survey control is available for this station.
 HU2119
 HU2119_MARKER: DD = SURVEY DISK
 HU2119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2119_STAMPING: FLOOD NO.7 1983
 HU2119_MARK LOGO: DEGS
 HU2119_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU2119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2119+STABILITY: SURFACE MOTION
 HU2119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2119+SATELLITE: SATELLITE OBSERVATIONS - 1983
 HU2119
 HU2119  HISTORY     - Date     Condition        Report By
 HU2119  HISTORY     - 1983     MONUMENTED       DEGS
 HU2119  HISTORY     - 19890501 GOOD             SCS
 HU2119  HISTORY     - 20090530 MARK NOT FOUND   DEDT
 HU2119
 HU2119                          STATION DESCRIPTION
 HU2119
 HU2119'DESCRIBED BY SOIL CONSERVATION SERVICE 1989
 HU2119'8.0 MI SW ALONG RT 24 FROM ITS INTERSECTION WITH RT 1 AND AT THE
 HU2119'INTERSECTION OF RT 24 AND RD 22.  83.6 FT SE FROM THE INTERSECTION.
 HU2119'28.2 FT SE FROM THE CENTERLINE OF RT 24.  73.0 FT SW FROM THE
 HU2119'CENTERLINE OF RD 22.  3.8 FT NE FROM DEC POLE NO. LK6-65/S.  41.6 FT
 HU2119'SW OF SIGNAL BOX NO. S 127.  25.2 FT SW FROM SUSSEX TRUST CLOCK.
 HU2119'MONUMENT LOCATED IN THE SE CORNER OF THE INTERSECTION AND IN THE
 HU2119'SUSSEX TRUST BANK YARD.  1.0 FT NE FROM A WITNESS POST AND ABOUT 2
 HU2119'INCHES BELOW GROUND LEVEL.
 HU2119
 HU2119                          STATION RECOVERY (2009)
 HU2119
 HU2119'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009 (JRC)
 HU2119'MARKS LOCATION NOW COVERED WITH ASPHALT. BELIEVE DESTROYED DURING
 HU2119'RECONSTRUCTION OF INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2120 ***********************************************************************
 HU2120  DESIGNATION -  FLOOD 8
 HU2120  PID         -  HU2120
 HU2120  STATE/COUNTY-  DE/SUSSEX
 HU2120  COUNTRY     -  US
 HU2120  USGS QUAD   -  FRANKFORD (2016)
 HU2120
 HU2120                         *CURRENT SURVEY CONTROL
 HU2120  ______________________________________________________________________
 HU2120* NAD 83(2011) POSITION- 38 36 51.37914(N) 075 12 07.75070(W)   ADJUSTED
 HU2120* NAD 83(2011) ELLIP HT-   -29.980 (meters)        (12/20/17)   ADJUSTED
 HU2120* NAD 83(2011) EPOCH   -  2010.00
 HU2120* NAVD 88 ORTHO HEIGHT -     5.739 (meters)       18.83  (feet) ADJUSTED
 HU2120  ______________________________________________________________________
 HU2120  GEOID HEIGHT    -        -35.733 (meters)                     GEOID18
 HU2120  NAD 83(2011) X  -  1,274,528.655 (meters)                     COMP
 HU2120  NAD 83(2011) Y  - -4,824,631.402 (meters)                     COMP
 HU2120  NAD 83(2011) Z  -  3,958,930.184 (meters)                     COMP
 HU2120  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 HU2120  DYNAMIC HEIGHT  -          5.736 (meters)       18.82  (feet) COMP
 HU2120  MODELED GRAVITY -    980,026.4   (mgal)                       NAVD 88
 HU2120
 HU2120  VERT ORDER      -  SECOND    CLASS I
 HU2120
 HU2120  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2120  Standards:
 HU2120         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2120            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2120  -------------------------------------------------------------------
 HU2120  NETWORK    0.71   0.80           0.35   0.16   0.41     -0.11025176
 HU2120  -------------------------------------------------------------------
 HU2120  Click here for local accuracies and other accuracy information.
 HU2120
 HU2120.The horizontal coordinates were established by GPS observations
 HU2120.and adjusted by the MASER CONSULTING in December 2017.
 HU2120
 HU2120.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2120.been affixed to the stable North American tectonic plate. See 
 HU2120.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2120
 HU2120.The horizontal coordinates are valid at the epoch date displayed above
 HU2120.which is a decimal equivalence of Year/Month/Day.
 HU2120
 HU2120.The orthometric height was determined by differential leveling and
 HU2120.adjusted by the NATIONAL GEODETIC SURVEY
 HU2120.in June 1991.
 HU2120
 HU2120.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2120.GEOID18 height accuracy estimate available here.
 HU2120
 HU2120.Click photographs - Photos may exist for this station.
 HU2120
 HU2120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2120
 HU2120.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2120
 HU2120.The ellipsoidal height was determined by GPS observations
 HU2120.and is referenced to NAD 83.
 HU2120
 HU2120.The dynamic height is computed by dividing the NAVD 88
 HU2120.geopotential number by the normal gravity value computed on the
 HU2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2120.degrees latitude (g = 980.6199 gals.).
 HU2120
 HU2120.The modeled gravity was interpolated from observed gravity values.
 HU2120
 HU2120. The following values were computed from the NAD 83(2011) position.
 HU2120
 HU2120;                    North         East     Units Scale Factor Converg.
 HU2120;SPC DE       -    68,207.088   218,682.938   MT  0.99999930   +0 08 01.9
 HU2120;SPC DE       -   223,776.09    717,462.27   sFT  0.99999930   +0 08 01.9
 HU2120;UTM  18      - 4,273,992.724   482,400.567   MT  0.99960381   -0 07 34.2
 HU2120
 HU2120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2120!SPC DE       -   1.00000470  x   0.99999930  =   1.00000400
 HU2120!UTM  18      -   1.00000470  x   0.99960381  =   0.99960851
 HU2120
 HU2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8240073992(NAD 83)
 HU2120
 HU2120                          SUPERSEDED SURVEY CONTROL
 HU2120
 HU2120.No superseded survey control is available for this station.
 HU2120
 HU2120_MARKER: DD = SURVEY DISK
 HU2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2120_STAMPING: FLOOD NO.8 1983
 HU2120_MARK LOGO: DEGS
 HU2120_PROJECTION: FLUSH
 HU2120_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2120+STABILITY: SURFACE MOTION
 HU2120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2120+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2013
 HU2120
 HU2120  HISTORY     - Date     Condition        Report By
 HU2120  HISTORY     - 1983     MONUMENTED       DEGS
 HU2120  HISTORY     - 19890501 GOOD             SCS
 HU2120  HISTORY     - 20050714 GOOD             DEDT
 HU2120  HISTORY     - 20100424 GOOD             BECMOR
 HU2120  HISTORY     - 20120210 GOOD             DELCOS
 HU2120  HISTORY     - 20131024 GOOD             MASERC
 HU2120
 HU2120                          STATION DESCRIPTION
 HU2120
 HU2120'DESCRIBED BY SOIL CONSERVATION SERVICE 1989
 HU2120'9.6 MI SW ALONG RT 24 FROM ITS INTERSECTION WITH RT 1 AND AT THE
 HU2120'INTERSECTION OF RT 24 AND RD 297 (RT 5).  89.7 FT SW FROM THE
 HU2120'INTERSECTION.  24.5 FT SW FROM THE CENTERLINE OF RD 297 (RT 5).  22.6
 HU2120'FT NW FROM DEC POLE NO. LK6-94.  59.5 FT E FROM DEC POLE NO.
 HU2120'LK6-94/L1.  36.4 FT SE FROM SIGNAL BOX NO. S 140.  MONUMENT LOCATED IN
 HU2120'THE SW CORNER OF THE INTERSECTION AND IN THE NANTICOKE INDIAN MUSEUM
 HU2120'YARD.  1.1 FT NW FROM A WITNESS POST AND ABOUT 1 INCH BELOW GROUND
 HU2120'LEVEL.
 HU2120
 HU2120                          STATION RECOVERY (2005)
 HU2120
 HU2120'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2005 (JR)
 HU2120'THE STATION IS LOCATED 21.4 MI (34.43 KM) SE OF LINCOLN, 9.57 MI
 HU2120'(15.40 KM) WSW OF REHOBOTH BEACH, 12.7 MI (20.44 KM) SE OF MILTON, AND
 HU2120'1.26 MI (2.03 MI) NE OF MILLSBORO.
 HU2120'
 HU2120'TO REACH STATION PROCEED 9.1 MI (14.6 KM) SW ALONG RT 24 (JOHN J.
 HU2120'WILLIAMS HWY) FROM ITS INTERSECTION WITH RT 1 (COASTAL HWY) TO THE
 HU2120'INTERSECTION OF RT 24 AND RD 297 (MOUNT JOY RD/ RT 5).
 HU2120'
 HU2120'THE STATION IS 89.7 FT SW FROM THE INTERSECTION. 24.5 FT SW FROM THE
 HU2120'CENTERLINE OF RD 297. 22.6 FT NW FROM UTILITY POLE DEC NO.LK6-94. 59.5
 HU2120'FT E FROM UTILITY POLE DEC NO.LK6-94/L1. 36.4 FT SE FROM TRAFFIC
 HU2120'SIGNAL BOX NO. S 140. MONUMENT LOCATED IN THE SW CORNER OF THE
 HU2120'INTERSECTION AND IN THE NANTICOKE INDIAN MUSEUM YARD. 1.1 FT NW FROM A
 HU2120'WITNESS POST.
 HU2120
 HU2120                          STATION RECOVERY (2010)
 HU2120
 HU2120'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 HU2120'RECOVERED IN GOOD CONDITION.
 HU2120
 HU2120                          STATION RECOVERY (2012)
 HU2120
 HU2120'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU2120'RECOVERED IN GOOD CONDITION.
 HU2120
 HU2120                          STATION RECOVERY (2013)
 HU2120
 HU2120'RECOVERY NOTE BY MASER CONSULTING 2013 (ARD)
 HU2120'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2121 ***********************************************************************
 HU2121  DESIGNATION -  FLOOD 9
 HU2121  PID         -  HU2121
 HU2121  STATE/COUNTY-  DE/SUSSEX
 HU2121  COUNTRY     -  US
 HU2121  USGS QUAD   -  FRANKFORD (2016)
 HU2121
 HU2121                         *CURRENT SURVEY CONTROL
 HU2121  ______________________________________________________________________
 HU2121* NAD 83(1986) POSITION- 38 36 19.     (N) 075 13 21.     (W)   SCALED
 HU2121* NAVD 88 ORTHO HEIGHT -     5.966 (meters)       19.57  (feet) ADJUSTED
 HU2121  ______________________________________________________________________
 HU2121  GEOID HEIGHT    -        -35.739 (meters)                     GEOID18
 HU2121  DYNAMIC HEIGHT  -          5.962 (meters)       19.56  (feet) COMP
 HU2121  MODELED GRAVITY -    980,025.1   (mgal)                       NAVD 88
 HU2121
 HU2121  VERT ORDER      -  SECOND    CLASS I
 HU2121
 HU2121.The horizontal coordinates were scaled from a map and have
 HU2121.an estimated accuracy of +/- 6 seconds.
 HU2121
 HU2121.The orthometric height was determined by differential leveling and
 HU2121.adjusted by the NATIONAL GEODETIC SURVEY
 HU2121.in June 1991.
 HU2121
 HU2121.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2121.GEOID18 height accuracy estimate available here.
 HU2121
 HU2121.Click photographs - Photos may exist for this station.
 HU2121
 HU2121.The dynamic height is computed by dividing the NAVD 88
 HU2121.geopotential number by the normal gravity value computed on the
 HU2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2121.degrees latitude (g = 980.6199 gals.).
 HU2121
 HU2121.The modeled gravity was interpolated from observed gravity values.
 HU2121
 HU2121;                    North         East    Units  Estimated Accuracy
 HU2121;SPC DE       -    67,210.      216,910.      MT  (+/- 180 meters Scaled)
 HU2121
 HU2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH806729(NAD 83)
 HU2121
 HU2121                          SUPERSEDED SURVEY CONTROL
 HU2121
 HU2121.No superseded survey control is available for this station.
 HU2121
 HU2121_MARKER: DD = SURVEY DISK
 HU2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2121_STAMPING: FLOOD NO.9 1983
 HU2121_MARK LOGO: DEGS
 HU2121_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU2121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2121+STABILITY: SURFACE MOTION
 HU2121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2121+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2005
 HU2121
 HU2121  HISTORY     - Date     Condition        Report By
 HU2121  HISTORY     - 1983     MONUMENTED       DEGS
 HU2121  HISTORY     - 19890501 GOOD             SCS
 HU2121  HISTORY     - 20050714 GOOD             DEDT
 HU2121
 HU2121                          STATION DESCRIPTION
 HU2121
 HU2121'DESCRIBED BY SOIL CONSERVATION SERVICE 1989
 HU2121'11.0 MI SW ALONG RT 24 FROM ITS INTERSECTION WITH RT 1 AND AT THE
 HU2121'T-ROAD INTERSECTION OF RT 24 AND RD 313.  44.5 FT S FROM T-ROAD
 HU2121'INTERSECTION.  35.3 FT SE FROM THE CENTERLINE OF RT 24.  43.2 FT SW
 HU2121'FROM THE CENTERLINE OF RD 313.  2.0 FT NE FROM DP+L POLE NO.
 HU2121'57670/01834/109.  RD 313 LEADS TO GULL POINT.  MONUMENT LOCATED IN THE
 HU2121'S CORNER OF THE T-ROAD INTERSECTION.  1.1 FT NE FROM A WITNESS POST
 HU2121'AND ABOUT FLUSH WITH THE GROUND.
 HU2121
 HU2121                          STATION RECOVERY (2005)
 HU2121
 HU2121'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2005 (JR)
 HU2121'THE STATION IS LOCATED 21.3 MI (34.28 KM) SE OF LINCOLN, 10.8 MI (
 HU2121'17.38 KM) SW OF REHOBOTH BEACH, AND 12.8 MI (20.60 KM) SE OF MILTON.
 HU2121'
 HU2121'TO REACH STATION PROCEED 10.4 MI ALONG RT 24 (JOHN J. WILLIAMS HWY)
 HU2121'FROM ITS INTERSECTION WITH RT 1 (COASTAL HWY) TO THE T-ROAD
 HU2121'INTERSECTION OF RT 24 AND RD 313 (GULL POINT RD).
 HU2121'
 HU2121'THE STATION IS 44.5 FT S FROM T-ROAD INTERSECTION. 35.3 FT SE FROM THE
 HU2121'CENTERLINE OF RT 24. 43.2 FT SW FROM THE CENTERLINE OF RD 313. 2.0 FT
 HU2121'NE FROM DP+L POLE NO. 57670/01834/109. RD 313 LEADS  TO GULL POINT.
 HU2121'MOMUMENT LOCATED IN THE CORNER OF THE T-ROAD INTERSECTION. 1.1 FT NE
 HU2121'FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DI0951 ***********************************************************************
 DI0951  DESIGNATION -  FORD
 DI0951  PID         -  DI0951
 DI0951  STATE/COUNTY-  DE/SUSSEX
 DI0951  COUNTRY     -  US
 DI0951  USGS QUAD   -  LEWES (2016)
 DI0951
 DI0951                         *CURRENT SURVEY CONTROL
 DI0951  ______________________________________________________________________
 DI0951* NAD 83(2011) POSITION- 38 46 27.24453(N) 075 09 31.18004(W)   ADJUSTED
 DI0951* NAD 83(2011) ELLIP HT-   -33.137 (meters)        (06/27/12)   ADJUSTED
 DI0951* NAD 83(2011) EPOCH   -  2010.00
 DI0951* NAVD 88 ORTHO HEIGHT -     2.487 (meters)        8.16  (feet) ADJUSTED
 DI0951  ______________________________________________________________________
 DI0951  GEOID HEIGHT    -        -35.624 (meters)                     GEOID18
 DI0951  NAD 83(2011) X  -  1,275,346.413 (meters)                     COMP
 DI0951  NAD 83(2011) Y  - -4,812,929.285 (meters)                     COMP
 DI0951  NAD 83(2011) Z  -  3,972,787.661 (meters)                     COMP
 DI0951  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 DI0951  DYNAMIC HEIGHT  -          2.486 (meters)        8.16  (feet) COMP
 DI0951  MODELED GRAVITY -    980,038.1   (mgal)                       NAVD 88
 DI0951
 DI0951  VERT ORDER      -  SECOND    CLASS II
 DI0951
 DI0951  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0951  Standards:
 DI0951         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0951            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0951  -------------------------------------------------------------------
 DI0951  NETWORK    0.56   0.63           0.25   0.20   0.32     -0.05889513
 DI0951  -------------------------------------------------------------------
 DI0951  Click here for local accuracies and other accuracy information.
 DI0951
 DI0951.The horizontal coordinates were established by GPS observations
 DI0951.and adjusted by the National Geodetic Survey in June 2012.
 DI0951
 DI0951.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0951.been affixed to the stable North American tectonic plate. See 
 DI0951.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0951
 DI0951.The horizontal coordinates are valid at the epoch date displayed above
 DI0951.which is a decimal equivalence of Year/Month/Day.
 DI0951
 DI0951.The orthometric height was determined by differential leveling and
 DI0951.adjusted by the NATIONAL GEODETIC SURVEY
 DI0951.in September 2008.
 DI0951
 DI0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0951.GEOID18 height accuracy estimate available here.
 DI0951
 DI0951.Click photographs - Photos may exist for this station.
 DI0951
 DI0951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0951
 DI0951.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0951
 DI0951.The ellipsoidal height was determined by GPS observations
 DI0951.and is referenced to NAD 83.
 DI0951
 DI0951.The dynamic height is computed by dividing the NAVD 88
 DI0951.geopotential number by the normal gravity value computed on the
 DI0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0951.degrees latitude (g = 980.6199 gals.).
 DI0951
 DI0951.The modeled gravity was interpolated from observed gravity values.
 DI0951
 DI0951. The following values were computed from the NAD 83(2011) position.
 DI0951
 DI0951;                    North         East     Units Scale Factor Converg.
 DI0951;SPC DE       -    85,974.181   222,420.849   MT  1.00000119   +0 09 41.7
 DI0951;SPC DE       -   282,066.96    729,725.74   sFT  1.00000119   +0 09 41.7
 DI0951;UTM  18      - 4,291,735.590   486,217.698   MT  0.99960234   -0 05 57.7
 DI0951
 DI0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0951!SPC DE       -   1.00000520  x   1.00000119  =   1.00000639
 DI0951!UTM  18      -   1.00000520  x   0.99960234  =   0.99960754
 DI0951
 DI0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8621791735(NAD 83)
 DI0951
 DI0951                          SUPERSEDED SURVEY CONTROL
 DI0951
 DI0951  NAD 83(2007)-  38 46 27.24492(N)    075 09 31.18116(W) AD(2002.00) B
 DI0951  ELLIP H (04/30/09)  -33.099  (m)                       GP(2002.00) 4 2
 DI0951  NAD 83(1991)-  38 46 27.24490(N)    075 09 31.18102(W) AD(       ) B
 DI0951  ELLIP H (08/09/06)  -33.114  (m)                       GP(       ) 4 2
 DI0951  NAVD 88 (08/09/06)    2.5    (m)  GEOID03  model used  GPS OBS        
 DI0951
 DI0951.Superseded values are not recommended for survey control.
 DI0951
 DI0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0951.See file dsdata.pdf to determine how the superseded data were derived.
 DI0951
 DI0951_MARKER: DD = SURVEY DISK
 DI0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0951_STAMPING: FORD 2005
 DI0951_MARK LOGO: NONE
 DI0951_PROJECTION: FLUSH
 DI0951_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0951+STABILITY: SURFACE MOTION
 DI0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0951+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2013
 DI0951
 DI0951  HISTORY     - Date     Condition        Report By
 DI0951  HISTORY     - 20050110 MONUMENTED       DE0280
 DI0951  HISTORY     - 20080701 GOOD             DEDT
 DI0951  HISTORY     - 20120210 GOOD             DELCOS
 DI0951  HISTORY     - 20131009 GOOD             DELCOS
 DI0951
 DI0951                          STATION DESCRIPTION
 DI0951
 DI0951'DESCRIBED BY CITY OF LEWES DELAWARE 2005 (AWR)
 DI0951'THE STATION IS LOCATED IN LEWES, 1.07 MI (1.72 KM) WEST OF THE MAIN
 DI0951'POST OFFICE, 2.22 MI (3.57  KM) WEST-SOUTHWEST OF THE DELAWARE RIVER
 DI0951'AND BAY AUTHORITY FERRY TERMINAL, AND 0.88  MI (1.42 KM)
 DI0951'WEST-NORTHWEST OF THE BEEBE MEDICAL CENTER.
 DI0951'
 DI0951'TO REACH THE STATION FROM THE MAIN POST OFFICE IN LEWES, PROCEED
 DI0951'NORTHWEST 0.25 MI (0.40  KM) ON FRONT STREET TO PILOT TOWN ROAD.
 DI0951'CONTINUE 0.51 MI (0.82 KM) NORTHWEST TO THE  INTERSECTION OF NEW ROAD,
 DI0951'THEN PROCEED 0.58 MI (0.93 KM) SOUTHWEST ON NEW ROAD TO THE  JUNCTION
 DI0951'OF ENTRANCE ROAD TO LANDS OF THE DELAWARE STATE PARK SYSTEM (FORMERLY
 DI0951'THE  UNIVERSITY OF DELAWARE RESEARCH PARK) AND STATION, AT THE NORTH
 DI0951'CORNER OF THE  JUNCTION.
 DI0951'
 DI0951'THE STATION IS 66.7 FEET (20.33 M) NORTHWEST OF THE CENTERLINE OF NEW
 DI0951'ROAD, 43.8 FEET (13.35  M) NORTHEAST OF THE CENTER OF THE DIVIDING
 DI0951'ISLAND OF THE ENTRANCE ROAD, 85.2 FEET (25.97  M) SOUTHEAST OF A FIRE
 DI0951'HYDRANT, AND 20.2 FEET (6.16 M) WEST OF THE CENTERLINE OF A STORM
 DI0951'WATER INLET GRATE.  THE STATION IS A CENTER PUNCHED BRONZE DISK SET IN
 DI0951'A 1 FOOT (30 CM)  DIAMETER CONCRETE POST.
 DI0951
 DI0951                          STATION RECOVERY (2008)
 DI0951
 DI0951'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 DI0951'RECOVERED IN GOOD CONDITION.
 DI0951
 DI0951                          STATION RECOVERY (2012)
 DI0951
 DI0951'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DI0951'DISC IS PAINTED PINK.
 DI0951
 DI0951                          STATION RECOVERY (2013)
 DI0951
 DI0951'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DI0951'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3469 ***********************************************************************
 JU3469  DESIGNATION -  FORD AZIMUTH MARK
 JU3469  PID         -  JU3469
 JU3469  STATE/COUNTY-  DE/KENT
 JU3469  COUNTRY     -  US
 JU3469  USGS QUAD   -  KENTON (2016)
 JU3469
 JU3469                         *CURRENT SURVEY CONTROL
 JU3469  ______________________________________________________________________
 JU3469* NAD 83(1991) POSITION- 39 12 00.64991(N) 075 44 47.14091(W)   ADJUSTED
 JU3469* NAVD 88 ORTHO HEIGHT -    19.3   (meters)       63.    (feet) VERTCON3
 JU3469  ______________________________________________________________________
 JU3469  GEOID HEIGHT    -        -33.908 (meters)                     GEOID18
 JU3469  LAPLACE CORR    -         -3.18  (seconds)                    DEFLEC18
 JU3469  HORZ ORDER      -  SECOND
 JU3469
 JU3469.The horizontal coordinates were established by classical geodetic methods
 JU3469.and adjusted by the National Geodetic Survey in January 1992.
 JU3469
 JU3469.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3469
 JU3469.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3469.GEOID18 height accuracy estimate available here.
 JU3469
 JU3469.Click photographs - Photos may exist for this station.
 JU3469
 JU3469.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3469
 JU3469. The following values were computed from the NAD 83(1991) position.
 JU3469
 JU3469;                    North         East     Units Scale Factor Converg.
 JU3469;SPC DE       -   133,280.629   171,514.736   MT  1.00000499   -0 12 30.3
 JU3469;SPC DE       -   437,271.53    562,711.26   sFT  1.00000499   -0 12 30.3
 JU3469;SPC MD       -   170,972.247   508,278.677   MT  0.99996583   +0 47 12.4
 JU3469;SPC MD       -   560,931.45  1,667,577.63   sFT  0.99996583   +0 47 12.4
 JU3469;UTM  18      - 4,339,256.569   435,547.637   MT  0.99965115   -0 28 18.4
 JU3469
 JU3469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3469!SPC DE       -   1.00000230  x   1.00000499  =   1.00000729
 JU3469!SPC MD       -   1.00000230  x   0.99996583  =   0.99996813
 JU3469!UTM  18      -   1.00000230  x   0.99965115  =   0.99965345
 JU3469
 JU3469:                Primary Azimuth Mark                     Grid Az
 JU3469:SPC DE       -  FORD                                     268 25 14.8
 JU3469:SPC MD       -  FORD                                     267 25 32.1
 JU3469:UTM  18      -  FORD                                     268 41 02.9
 JU3469
 JU3469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3554739256(NAD 83)
 JU3469
 JU3469|---------------------------------------------------------------------|
 JU3469| PID    Reference Object                     Distance      Geod. Az  |
 JU3469|                                                           dddmmss.s |
 JU3469| JU3476 FORD                                APPROX. 0.5 KM 2681244.5 |
 JU3469|---------------------------------------------------------------------|
 JU3469
 JU3469                          SUPERSEDED SURVEY CONTROL
 JU3469
 JU3469  NAD 83(1986)-  39 12 00.64090(N)    075 44 47.15082(W) AD(       ) 2
 JU3469  NAD 27      -  39 12 00.24260(N)    075 44 48.39570(W) AD(       ) 2
 JU3469  NGVD 29 (07/19/86)   19.5    (m)           64.     (f) VERT ANG       
 JU3469
 JU3469.Superseded values are not recommended for survey control.
 JU3469
 JU3469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3469.See file dsdata.pdf to determine how the superseded data were derived.
 JU3469
 JU3469_MARKER: DZ = AZIMUTH MARK DISK
 JU3469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3469_STAMPING: FORD 1961
 JU3469_MARK LOGO: CGS
 JU3469_PROJECTION: FLUSH
 JU3469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3469+STABILITY: SURFACE MOTION
 JU3469
 JU3469  HISTORY     - Date     Condition        Report By
 JU3469  HISTORY     - 1961     MONUMENTED       CGS
 JU3469  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 JU3469
 JU3469                          STATION DESCRIPTION
 JU3469
 JU3469'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3469'THE STATION IS LOCATED AT THE JUNCTION OF STATE HIGHWAY 300
 JU3469'AND STATE HIGHWAY 44, 3.0 MILES NORTH-NORTHWEST OF HARTLY,
 JU3469'DELAWARE, 5.0 MILES WEST-SOUTHWEST OF KENTON, DELAWARE, 6-1/2
 JU3469'MILES EAST OF SUDDLERSVILLE, MARYLAND AND ON PROPERTY OWNED
 JU3469'BY THE DELAWARE STATE HIGHWAY DEPARTMENT.
 JU3469'
 JU3469'TO REACH THE AZIMUTH MARK FROM THE CROSSROADS IN
 JU3469'SUDDLERSVILLE, GO EAST ON STATE HIGHWAY 300 FOR 6.0 MILES TO
 JU3469'THE DELAWARE-MARYLAND STATE LINE, CONTINUE EAST ON STATE
 JU3469'HIGHWAY 300 FOR 0.4 MILE TO THE JUNCTION OF STATE HIGHWAY 44
 JU3469'AND THE AZIMUTH MARK LOCATED ON THE RIGHT.
 JU3469'
 JU3469'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FORD 1961, SET
 JU3469'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 JU3469'GROUND SURFACE.  IT IS 9.3 FEET NOTHEAST OF A STANDARD METAL
 JU3469'WITNESS POST AND MARKER, 14.3 FEET EAST OF A TELEPHONE POLE
 JU3469'NUMBER JB326, 32.4 FEET SOUTH OF THE APPROXIMATE CENTER OF
 JU3469'STATE HIGHWAY 300, 69.0 FEET SOUTHWEST OF THE CROSSROADS
 JU3469'INTERSECTION OF STATE HIGHWAY 44 AND 300 AND ABOUT 1.0 FOOT
 JU3469'LOWER THAN THE HIGHWAY.
 JU3469'
 JU3469'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU3469
 JU3469                          STATION RECOVERY (2004)
 JU3469
 JU3469'RECOVERY NOTE BY US POWER SQUADRON 2004 (KN)
 JU3469'STATION PLOTS IN EXTENSIVELY RECONSTRUCTED DRAINAGE DITCH AND PAVED
 JU3469'INTERSECTION.  THE WITNESS POST AND TELEPHONE POLE JB326 DO NOT EXIST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2527 ***********************************************************************
 JU2527  DESIGNATION -  FORT DELAWARE FLAGPOLE
 JU2527  PID         -  JU2527
 JU2527  STATE/COUNTY-  DE/NEW CASTLE
 JU2527  COUNTRY     -  US
 JU2527  USGS QUAD   -  DELAWARE CITY (2016)
 JU2527
 JU2527                         *CURRENT SURVEY CONTROL
 JU2527  ______________________________________________________________________
 JU2527* NAD 83(1991) POSITION- 39 35 22.93623(N) 075 34 01.14333(W)   ADJUSTED
 JU2527  ______________________________________________________________________
 JU2527  GEOID HEIGHT    -        -33.338 (meters)                     GEOID18
 JU2527  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 JU2527  HORZ ORDER      -  THIRD
 JU2527
 JU2527.The horizontal coordinates were established by classical geodetic methods
 JU2527.and adjusted by the National Geodetic Survey in January 1992.
 JU2527
 JU2527.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2527.GEOID18 height accuracy estimate available here.
 JU2527
 JU2527.Click photographs - Photos may exist for this station.
 JU2527
 JU2527.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2527
 JU2527. The following values were computed from the NAD 83(1991) position.
 JU2527
 JU2527;                    North         East     Units Scale Factor Converg.
 JU2527;SPC DE       -   176,485.530   187,087.368   MT  0.99999705   -0 05 44.9
 JU2527;SPC DE       -   579,019.61    613,802.47   sFT  0.99999705   -0 05 44.9
 JU2527;SPC NJ       -    84,507.439    58,351.280   MT  1.00000338   -0 40 48.1
 JU2527;SPC NJ       -   277,254.82    191,440.82   sFT  1.00000338   -0 40 48.1
 JU2527;UTM  18      - 4,382,373.568   451,313.826   MT  0.99962918   -0 21 40.8
 JU2527
 JU2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5131382373(NAD 83)
 JU2527
 JU2527                          SUPERSEDED SURVEY CONTROL
 JU2527
 JU2527  NAD 83(1986)-  39 35 22.92905(N)    075 34 01.15156(W) AD(       ) 3
 JU2527
 JU2527.Superseded values are not recommended for survey control.
 JU2527
 JU2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2527.See file dsdata.pdf to determine how the superseded data were derived.
 JU2527
 JU2527_MARKER: 83 = FLAGSTAFF
 JU2527_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2527
 JU2527  HISTORY     - Date     Condition        Report By
 JU2527  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU2527  HISTORY     - 19970831 GOOD             USPSQD
 JU2527  HISTORY     - 20070929 GOOD             GEOCAC
 JU2527
 JU2527                          STATION DESCRIPTION
 JU2527
 JU2527'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2527'THE STATION, FORT DELAWARE FLAGPOLE, IS THE CENTER
 JU2527'OF THE FLAGPOLE ON TOP OF FORT DELAWARE.
 JU2527'
 JU2527'THE STATION IS LOCATED ON THE FORT ON PEA PATCH ISLAND.
 JU2527'
 JU2527'TO REACH THE STATION FROM THE MOUTH OF SALEM RIVER, GO BY
 JU2527'BOAT WEST ACROSS DELAWARE RIVER TO PEA PATCH ISLAND AND THE
 JU2527'STATION ON THE FORT.
 JU2527
 JU2527                          STATION RECOVERY (1997)
 JU2527
 JU2527'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2527'RECOVERED IN GOOD CONDITION.
 JU2527
 JU2527                          STATION RECOVERY (2007)
 JU2527
 JU2527'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 JU2527'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2528 ***********************************************************************
 JU2528  DESIGNATION -  FORT DELAWARE LIGHT
 JU2528  PID         -  JU2528
 JU2528  STATE/COUNTY-  DE/NEW CASTLE
 JU2528  COUNTRY     -  US
 JU2528  USGS QUAD   -  DELAWARE CITY (2016)
 JU2528
 JU2528                         *CURRENT SURVEY CONTROL
 JU2528  ______________________________________________________________________
 JU2528* NAD 83(1991) POSITION- 39 35 24.88424(N) 075 33 55.35444(W)   ADJUSTED
 JU2528  ______________________________________________________________________
 JU2528  GEOID HEIGHT    -        -33.339 (meters)                     GEOID18
 JU2528  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC18
 JU2528  HORZ ORDER      -  THIRD
 JU2528
 JU2528.The horizontal coordinates were established by classical geodetic methods
 JU2528.and adjusted by the National Geodetic Survey in January 1992.
 JU2528
 JU2528.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2528.GEOID18 height accuracy estimate available here.
 JU2528
 JU2528.Click photographs - Photos may exist for this station.
 JU2528
 JU2528.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2528
 JU2528. The following values were computed from the NAD 83(1991) position.
 JU2528
 JU2528;                    North         East     Units Scale Factor Converg.
 JU2528;SPC DE       -   176,545.378   187,225.600   MT  0.99999701   -0 05 41.2
 JU2528;SPC DE       -   579,215.96    614,255.99   sFT  0.99999701   -0 05 41.2
 JU2528;SPC NJ       -    84,565.874    58,490.117   MT  1.00000307   -0 40 44.4
 JU2528;SPC NJ       -   277,446.54    191,896.33   sFT  1.00000307   -0 40 44.4
 JU2528;UTM  18      - 4,382,432.753   451,452.283   MT  0.99962902   -0 21 37.1
 JU2528
 JU2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5145282432(NAD 83)
 JU2528
 JU2528                          SUPERSEDED SURVEY CONTROL
 JU2528
 JU2528  NAD 83(1986)-  39 35 24.87724(N)    075 33 55.36263(W) AD(       ) 3
 JU2528
 JU2528.Superseded values are not recommended for survey control.
 JU2528
 JU2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2528.See file dsdata.pdf to determine how the superseded data were derived.
 JU2528
 JU2528_MARKER: 14 = NAVIGATION LIGHT
 JU2528_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2528+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2007
 JU2528
 JU2528  HISTORY     - Date     Condition        Report By
 JU2528  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU2528  HISTORY     - 19970831 GOOD             USPSQD
 JU2528  HISTORY     - 20070929 GOOD             GEOCAC
 JU2528
 JU2528                          STATION DESCRIPTION
 JU2528
 JU2528'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2528'THE STATION, FORT DELAWARE LIGHT, IS THE CENTER OF THE LIGHT
 JU2528'ATOP THE LIGHT STRUCTURE.  IT IS COAST GUARD LL  2210.
 JU2528'
 JU2528'THE STATION IS LOCATED ON PEA PATCH ISLAND EAST FROM FORT
 JU2528'DELAWARE.
 JU2528'
 JU2528'TO REACH THE STATION FROM THE MOUTH OF SALEM RIVER, GO BY BOAT
 JU2528'WEST TO PEA PATCH ISLAND AND THE STATION.
 JU2528
 JU2528                          STATION RECOVERY (1997)
 JU2528
 JU2528'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2528'RECOVERED IN GOOD CONDITION.
 JU2528
 JU2528                          STATION RECOVERY (2007)
 JU2528
 JU2528'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 JU2528'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1793 ***********************************************************************
 JU1793  DESIGNATION -  FORT DUPONT MONUMENT
 JU1793  PID         -  JU1793
 JU1793  STATE/COUNTY-  DE/NEW CASTLE
 JU1793  COUNTRY     -  US
 JU1793  USGS QUAD   -  DELAWARE CITY (2016)
 JU1793
 JU1793                         *CURRENT SURVEY CONTROL
 JU1793  ______________________________________________________________________
 JU1793* NAD 83(1986) POSITION- 39 34 12.     (N) 075 34 53.     (W)   SCALED
 JU1793* NAVD 88 ORTHO HEIGHT -     2.408 (meters)        7.90  (feet) ADJUSTED
 JU1793  ______________________________________________________________________
 JU1793  GEOID HEIGHT    -        -33.375 (meters)                     GEOID18
 JU1793  DYNAMIC HEIGHT  -          2.407 (meters)        7.90  (feet) COMP
 JU1793  MODELED GRAVITY -    980,131.4   (mgal)                       NAVD 88
 JU1793
 JU1793  VERT ORDER      -  FIRST     CLASS I
 JU1793
 JU1793.The horizontal coordinates were scaled from a map and have
 JU1793.an estimated accuracy of +/- 6 seconds.
 JU1793
 JU1793.The orthometric height was determined by differential leveling and
 JU1793.adjusted by the NATIONAL GEODETIC SURVEY
 JU1793.in June 1991.
 JU1793
 JU1793.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1793.GEOID18 height accuracy estimate available here.
 JU1793
 JU1793.Click photographs - Photos may exist for this station.
 JU1793
 JU1793.The dynamic height is computed by dividing the NAVD 88
 JU1793.geopotential number by the normal gravity value computed on the
 JU1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1793.degrees latitude (g = 980.6199 gals.).
 JU1793
 JU1793.The modeled gravity was interpolated from observed gravity values.
 JU1793
 JU1793;                    North         East    Units  Estimated Accuracy
 JU1793;SPC DE       -   174,300.      185,850.      MT  (+/- 180 meters Scaled)
 JU1793
 JU1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ500801(NAD 83)
 JU1793
 JU1793                          SUPERSEDED SURVEY CONTROL
 JU1793
 JU1793  NGVD 29 (11/26/84)    2.649  (m)            8.69   (f) ADJUSTED    1 1
 JU1793
 JU1793.Superseded values are not recommended for survey control.
 JU1793
 JU1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1793.See file dsdata.pdf to determine how the superseded data were derived.
 JU1793
 JU1793_MARKER: B = BOLT
 JU1793_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 JU1793_PROJECTION: PROJECTING 15 CENTIMETERS
 JU1793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1793
 JU1793  HISTORY     - Date     Condition        Report By
 JU1793  HISTORY     - UNK      MONUMENTED       USACE
 JU1793  HISTORY     - 1971     GOOD             NGS
 JU1793  HISTORY     - 19891001 MARK NOT FOUND   USGS
 JU1793  HISTORY     - 19901126 POOR             USPSQD
 JU1793  HISTORY     - 20050615 MARK NOT FOUND   GEOCAC
 JU1793  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1793
 JU1793                          STATION DESCRIPTION
 JU1793
 JU1793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JU1793'0.5 MI SE FROM DELAWARE CITY.
 JU1793'ABOUT 0.15 MILE SOUTHEAST ALONG OLD STATE HIGHWAY 9 FROM THE
 JU1793'SOUTHEAST END OF THE DRAWBRIDGE OVER THE DELAWARE CITY BRANCH
 JU1793'CANAL, THENCE 0.35 MILE NORTHEAST ALONG WILMINGTON AVENUE, AT
 JU1793'THE GOVERNOR BACON HEALTH CENTER, AT THE INTERSECTION OF WILMINGTON
 JU1793'AVENUE AND SUSSEX AVENUE, 25 FEET NORTHWEST OF THE CENTER LINE
 JU1793'OF WILMINGTON AVENUE, 20 FEET SOUTHWEST OF THE CENTER LINE OF
 JU1793'SUSSEX AVENUE, 4 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A
 JU1793'SIDEWALK, A COPPER BOLT IN THE TOP OF A STONE POST PROJECTING
 JU1793'6 INCHES ABOVE THE LEVEL OF THE GROUND AND MARKED BY THE CHISELED
 JU1793'LETTERS U.S. ON THE SOUTHEAST SIDE OF THE POST AND 1/2 FOOT
 JU1793'ABOVE THE LEVEL OF THE AVENUES.
 JU1793
 JU1793                          STATION RECOVERY (1989)
 JU1793
 JU1793'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989
 JU1793'MARK NOT FOUND.
 JU1793
 JU1793                          STATION RECOVERY (1990)
 JU1793
 JU1793'RECOVERY NOTE BY US POWER SQUADRON 1990 (CSU)
 JU1793'MARK RECOVERED IN POOR CONDITION.
 JU1793
 JU1793                          STATION RECOVERY (2005)
 JU1793
 JU1793'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU1793'MARK NOT FOUND.
 JU1793
 JU1793                          STATION RECOVERY (2013)
 JU1793
 JU1793'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1793'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1315 ***********************************************************************
 HU1315  DESIGNATION -  FORT MILES OBSERVATION TWR 13
 HU1315  PID         -  HU1315
 HU1315  STATE/COUNTY-  DE/SUSSEX
 HU1315  COUNTRY     -  US
 HU1315  USGS QUAD   -  CAPE HENLOPEN (2016)
 HU1315
 HU1315                         *CURRENT SURVEY CONTROL
 HU1315  ______________________________________________________________________
 HU1315* NAD 83(1991) POSITION- 38 46 45.70502(N) 075 07 11.45418(W)   ADJUSTED
 HU1315  ______________________________________________________________________
 HU1315  GEOID HEIGHT    -        -35.627 (meters)                     GEOID18
 HU1315  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 HU1315  HORZ ORDER      -  THIRD
 HU1315
 HU1315.The horizontal coordinates were established by classical geodetic methods
 HU1315.and adjusted by the National Geodetic Survey in January 1992.
 HU1315
 HU1315.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1315.GEOID18 height accuracy estimate available here.
 HU1315
 HU1315.Click photographs - Photos may exist for this station.
 HU1315
 HU1315.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1315
 HU1315. The following values were computed from the NAD 83(1991) position.
 HU1315
 HU1315;                    North         East     Units Scale Factor Converg.
 HU1315;SPC DE       -    86,553.663   225,791.860   MT  1.00000319   +0 11 09.3
 HU1315;SPC DE       -   283,968.14    740,785.46   sFT  1.00000319   +0 11 09.3
 HU1315;UTM  18      - 4,292,299.486   489,589.963   MT  0.99960133   -0 04 30.2
 HU1315
 HU1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8958992299(NAD 83)
 HU1315
 HU1315                          SUPERSEDED SURVEY CONTROL
 HU1315
 HU1315  NAD 83(1986)-  38 46 45.69231(N)    075 07 11.46313(W) AD(       ) 3
 HU1315  NAD 27      -  38 46 45.28642(N)    075 07 12.79928(W) AD(       ) 3
 HU1315
 HU1315.Superseded values are not recommended for survey control.
 HU1315
 HU1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1315.See file dsdata.pdf to determine how the superseded data were derived.
 HU1315
 HU1315_MARKER: 55 = TOWER
 HU1315
 HU1315  HISTORY     - Date     Condition        Report By
 HU1315  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1315  HISTORY     - 1976     GOOD             NGS
 HU1315  HISTORY     - 19950829 GOOD             USPSQD
 HU1315  HISTORY     - 19971123 GOOD             USPSQD
 HU1315  HISTORY     - 20061009 GOOD             GEOCAC
 HU1315
 HU1315                          STATION DESCRIPTION
 HU1315
 HU1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1315'THE STATION IS THE TOP AND CENTER OF THE FORT MILES, ABANDONED,
 HU1315'OBSERVATION TOWER.  LOCATED ABOUT 5.0 MILES NORTHWEST OF
 HU1315'REHOBOTH BEACH AND 1.0 MILE EAST-NORTHEAST OF LEWES,
 HU1315'DELAWARE.  THE STRUCTURE IS OF CONCRETE ABOUT 20.0 FEET IN
 HU1315'DIAMETER WITH A 4-FOOT HIGH IRON GUARD RAIL AT ITS TOP.  THE
 HU1315'STRUCTURE IS WHITE WITH AN OVERALL HEIGHT OF APPROXIMATELY 60.0
 HU1315'FEET.
 HU1315
 HU1315                          STATION RECOVERY (1976)
 HU1315
 HU1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JDS)
 HU1315'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 HU1315'IS ADEQUATE.
 HU1315'
 HU1315'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1315'AT LEWES.
 HU1315
 HU1315                          STATION RECOVERY (1995)
 HU1315
 HU1315'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU1315'RECOVERED IN GOOD CONDITION.
 HU1315
 HU1315                          STATION RECOVERY (1997)
 HU1315
 HU1315'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU1315'RECOVERED IN GOOD CONDITION.
 HU1315
 HU1315                          STATION RECOVERY (2006)
 HU1315
 HU1315'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU1315'STRUCTURE IS ON THE SOUTH SIDE OF CAPE HENLOPEN DRIVE - SOUTH OF THE
 HU1315'FERRY TERMINAL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1321 ***********************************************************************
 HU1321  DESIGNATION -  FORT MILES OBSERVATION TOWER 8
 HU1321  PID         -  HU1321
 HU1321  STATE/COUNTY-  DE/SUSSEX
 HU1321  COUNTRY     -  US
 HU1321  USGS QUAD   -  CAPE HENLOPEN (2016)
 HU1321
 HU1321                         *CURRENT SURVEY CONTROL
 HU1321  ______________________________________________________________________
 HU1321* NAD 83(1991) POSITION- 38 47 17.73209(N) 075 05 41.48241(W)   ADJUSTED
 HU1321  ______________________________________________________________________
 HU1321  GEOID HEIGHT    -        -35.624 (meters)                     GEOID18
 HU1321  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 HU1321  HORZ ORDER      -  THIRD
 HU1321
 HU1321.The horizontal coordinates were established by classical geodetic methods
 HU1321.and adjusted by the National Geodetic Survey in January 1992.
 HU1321
 HU1321.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1321.GEOID18 height accuracy estimate available here.
 HU1321
 HU1321.Click photographs - Photos may exist for this station.
 HU1321
 HU1321.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1321
 HU1321. The following values were computed from the NAD 83(1991) position.
 HU1321
 HU1321;                    North         East     Units Scale Factor Converg.
 HU1321;SPC DE       -    87,548.606   227,960.070   MT  1.00000462   +0 12 05.8
 HU1321;SPC DE       -   287,232.38    747,899.00   sFT  1.00000462   +0 12 05.8
 HU1321;UTM  18      - 4,293,284.147   491,761.808   MT  0.99960084   -0 03 33.9
 HU1321
 HU1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9176193284(NAD 83)
 HU1321
 HU1321                          SUPERSEDED SURVEY CONTROL
 HU1321
 HU1321  NAD 83(1986)-  38 47 17.71900(N)    075 05 41.49080(W) AD(       ) 3
 HU1321  NAD 27      -  38 47 17.31306(N)    075 05 42.83922(W) AD(       ) 3
 HU1321
 HU1321.Superseded values are not recommended for survey control.
 HU1321
 HU1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1321.See file dsdata.pdf to determine how the superseded data were derived.
 HU1321
 HU1321_MARKER: 55 = TOWER
 HU1321
 HU1321  HISTORY     - Date     Condition        Report By
 HU1321  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1321  HISTORY     - 1976     GOOD             NGS
 HU1321  HISTORY     - 19950829 GOOD             USPSQD
 HU1321  HISTORY     - 19971123 GOOD             USPSQD
 HU1321
 HU1321                          STATION DESCRIPTION
 HU1321
 HU1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1321'THE STATION IS THE CENTER OF THE OBSERVATION TOWER, LOCATED
 HU1321'IN THE NORTHWEST SECTION OF FT. MILES, 2-1/2 MILES NE OF LEWES
 HU1321'AND 5.0 MILES NORTH-NORTHWEST OF REHOBOTH BEACH.
 HU1321'
 HU1321'THE STRUCTURE IS BUILT OF CONCRETE AND IS ABOUT 60.0 FEET
 HU1321'HIGH AND 20.0 FEET IN DIAMETER IN SHAPE OF A SILO WITH A FLAT TOP.
 HU1321'
 HU1321'THIS STRUCTURE WAS FORMERLY A MILITARY OBSERVATION TOWER.
 HU1321
 HU1321                          STATION RECOVERY (1976)
 HU1321
 HU1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JDS)
 HU1321'STATION RECOVERED IN GOOD CONDITION, THE ORIGINAL DESCRIPTION
 HU1321'IS ADEQUATE.
 HU1321'
 HU1321'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1321'AT LEWES.
 HU1321
 HU1321                          STATION RECOVERY (1995)
 HU1321
 HU1321'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU1321'RECOVERED IN GOOD CONDITION.
 HU1321
 HU1321                          STATION RECOVERY (1997)
 HU1321
 HU1321'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU1321'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1322 ***********************************************************************
 HU1322  DESIGNATION -  FORT MILES OBSERVATION TOWER 7
 HU1322  PID         -  HU1322
 HU1322  STATE/COUNTY-  DE/SUSSEX
 HU1322  COUNTRY     -  US
 HU1322  USGS QUAD   -  CAPE HENLOPEN (2016)
 HU1322
 HU1322                         *CURRENT SURVEY CONTROL
 HU1322  ______________________________________________________________________
 HU1322* NAD 83(1991) POSITION- 38 46 34.77382(N) 075 05 33.94757(W)   ADJUSTED
 HU1322  ______________________________________________________________________
 HU1322  GEOID HEIGHT    -        -35.634 (meters)                     GEOID18
 HU1322  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 HU1322  HORZ ORDER      -  THIRD
 HU1322
 HU1322.The horizontal coordinates were established by classical geodetic methods
 HU1322.and adjusted by the National Geodetic Survey in January 1992.
 HU1322
 HU1322.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1322.GEOID18 height accuracy estimate available here.
 HU1322
 HU1322.Click photographs - Photos may exist for this station.
 HU1322
 HU1322.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1322
 HU1322. The following values were computed from the NAD 83(1991) position.
 HU1322
 HU1322;                    North         East     Units Scale Factor Converg.
 HU1322;SPC DE       -    86,224.569   228,146.610   MT  1.00000475   +0 12 10.3
 HU1322;SPC DE       -   282,888.44    748,511.00   sFT  1.00000475   +0 12 10.3
 HU1322;UTM  18      - 4,291,959.808   491,942.241   MT  0.99960080   -0 03 29.1
 HU1322
 HU1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9194291959(NAD 83)
 HU1322
 HU1322                          SUPERSEDED SURVEY CONTROL
 HU1322
 HU1322  NAD 83(1986)-  38 46 34.76055(N)    075 05 33.95629(W) AD(       ) 3
 HU1322  NAD 27      -  38 46 34.35507(N)    075 05 35.30368(W) AD(       ) 3
 HU1322
 HU1322.Superseded values are not recommended for survey control.
 HU1322
 HU1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1322.See file dsdata.pdf to determine how the superseded data were derived.
 HU1322
 HU1322_MARKER: 55 = TOWER
 HU1322
 HU1322  HISTORY     - Date     Condition        Report By
 HU1322  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1322  HISTORY     - 1976     GOOD             NGS
 HU1322  HISTORY     - 19950829 GOOD             USPSQD
 HU1322  HISTORY     - 19971123 GOOD             USPSQD
 HU1322  HISTORY     - 20150719 GOOD             RODCON
 HU1322
 HU1322                          STATION DESCRIPTION
 HU1322
 HU1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1322'THE STATION IS THE TOP OF THE FOUR-INCH VENT PIPE AT THE
 HU1322'APEX AND CENTER OF THE FORT MILES, ABANDONED, OBSERVATION
 HU1322'TOWER NO. 7.  LOCATED IN THE SOUTHEAST SECTION OF FORT MILES,
 HU1322'1.5 MILES SOUTHEAST OF LEWES, DELAWARE AND 3.0 MILES
 HU1322'NORTH-NORTHWEST OF REHOBOTH BEACH.  THE STRUCTURE IS OF CONCRETE
 HU1322'WITH A FLAT ROOF WITH A 4-FOOT HIGH IRON GUARD RAIL AT THE
 HU1322'TOP.  THE STRUCTURE IS WHITE WITH AN OVERALL HEIGHT OF
 HU1322'APPROXIMATELY 60.0 FEET, AND IS ABOUT 20.0 FEET IN DIAMETER.
 HU1322
 HU1322                          STATION RECOVERY (1976)
 HU1322
 HU1322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JDS)
 HU1322'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 HU1322'IS ADEQUATE.
 HU1322'
 HU1322'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1322'AT LEWES.
 HU1322
 HU1322                          STATION RECOVERY (1995)
 HU1322
 HU1322'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU1322'RECOVERED IN GOOD CONDITION.
 HU1322
 HU1322                          STATION RECOVERY (1997)
 HU1322
 HU1322'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU1322'RECOVERED IN GOOD CONDITION.
 HU1322
 HU1322                          STATION RECOVERY (2015)
 HU1322
 HU1322'RECOVERY NOTE BY RODGERS CONSULTING INC 2015 (JMB)
 HU1322'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1328 ***********************************************************************
 HU1328  DESIGNATION -  FORT MILES SOUTH RADAR TOWER
 HU1328  PID         -  HU1328
 HU1328  STATE/COUNTY-  DE/SUSSEX
 HU1328  COUNTRY     -  US
 HU1328  USGS QUAD   -  CAPE HENLOPEN (2016)
 HU1328
 HU1328                         *CURRENT SURVEY CONTROL
 HU1328  ______________________________________________________________________
 HU1328* NAD 83(1991) POSITION- 38 46 36.51078(N) 075 05 14.45230(W)   ADJUSTED
 HU1328  ______________________________________________________________________
 HU1328  GEOID HEIGHT    -        -35.635 (meters)                     GEOID18
 HU1328  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 HU1328  HORZ ORDER      -  THIRD
 HU1328
 HU1328.The horizontal coordinates were established by classical geodetic methods
 HU1328.and adjusted by the National Geodetic Survey in January 1992.
 HU1328
 HU1328.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1328.GEOID18 height accuracy estimate available here.
 HU1328
 HU1328.Click photographs - Photos may exist for this station.
 HU1328
 HU1328.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1328
 HU1328. The following values were computed from the NAD 83(1991) position.
 HU1328
 HU1328;                    North         East     Units Scale Factor Converg.
 HU1328;SPC DE       -    86,279.810   228,617.002   MT  1.00000508   +0 12 22.5
 HU1328;SPC DE       -   283,069.68    750,054.28   sFT  1.00000508   +0 12 22.5
 HU1328;UTM  18      - 4,292,012.885   492,412.690   MT  0.99960071   -0 03 16.9
 HU1328
 HU1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9241292012(NAD 83)
 HU1328
 HU1328                          SUPERSEDED SURVEY CONTROL
 HU1328
 HU1328  NAD 83(1986)-  38 46 36.49738(N)    075 05 14.46084(W) AD(       ) 3
 HU1328  NAD 27      -  38 46 36.09341(N)    075 05 15.81073(W) AD(       ) 3
 HU1328
 HU1328.Superseded values are not recommended for survey control.
 HU1328
 HU1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1328.See file dsdata.pdf to determine how the superseded data were derived.
 HU1328
 HU1328_MARKER: 55 = TOWER
 HU1328
 HU1328  HISTORY     - Date     Condition        Report By
 HU1328  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1328  HISTORY     - 1969     GOOD             CGS
 HU1328  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 HU1328  HISTORY     - 19971123 MARK NOT FOUND   USPSQD
 HU1328  HISTORY     - 20080917 MARK NOT FOUND   GEOCAC
 HU1328
 HU1328                          STATION DESCRIPTION
 HU1328
 HU1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1328'THE STATION IS LOCATED ON FORT MILES, ABOUT 2-1/2 MILES
 HU1328'EAST-SOUTHEAST OF LEWES DELAWARE.  IT IS ON BUILDING NUMBER
 HU1328'640, AND IS 18 FEET ABOVE THE GROUND.  ON SANDY LANE ON FORT
 HU1328'MILES.  THE INTERSECTING POINT WAS THE TOP CENTER.
 HU1328
 HU1328                          STATION RECOVERY (1969)
 HU1328
 HU1328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 HU1328'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 HU1328'DESCRIPTION IS ADEQUATE.
 HU1328
 HU1328                          STATION RECOVERY (1995)
 HU1328
 HU1328'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU1328'MARK NOT FOUND.
 HU1328
 HU1328                          STATION RECOVERY (1997)
 HU1328
 HU1328'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU1328'MARK NOT FOUND.
 HU1328
 HU1328                          STATION RECOVERY (2008)
 HU1328
 HU1328'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 HU1328'TOWER HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1980 ***********************************************************************
 HU1980  DESIGNATION -  FOUNTAINVILLE INTERSTATE LOT
 HU1980  PID         -  HU1980
 HU1980  STATE/COUNTY-  DE/SUSSEX
 HU1980  COUNTRY     -  US
 HU1980  USGS QUAD   -  HICKMAN (2016)
 HU1980
 HU1980                         *CURRENT SURVEY CONTROL
 HU1980  ______________________________________________________________________
 HU1980* NAD 83(1991) POSITION- 38 48 05.60427(N) 075 43 13.99658(W)   ADJUSTED
 HU1980  ______________________________________________________________________
 HU1980  GEOID HEIGHT    -        -35.218 (meters)                     GEOID18
 HU1980  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC18
 HU1980  HORZ ORDER      -  THIRD
 HU1980
 HU1980.The horizontal coordinates were established by classical geodetic methods
 HU1980.and adjusted by the National Geodetic Survey in January 1992.
 HU1980
 HU1980.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1980.GEOID18 height accuracy estimate available here.
 HU1980
 HU1980.Click photographs - Photos may exist for this station.
 HU1980
 HU1980.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1980
 HU1980. The following values were computed from the NAD 83(1991) position.
 HU1980
 HU1980;                    North         East     Units Scale Factor Converg.
 HU1980;SPC DE       -    89,019.490   173,602.011   MT  1.00000358   -0 11 25.5
 HU1980;SPC DE       -   292,058.11    569,559.26   sFT  1.00000358   -0 11 25.5
 HU1980;SPC MD       -   126,756.205   511,133.559   MT  0.99995068   +0 48 10.9
 HU1980;SPC MD       -   415,865.98  1,676,944.02   sFT  0.99995068   +0 48 10.9
 HU1980;UTM  18      - 4,295,002.038   437,431.645   MT  0.99964821   -0 27 05.5
 HU1980
 HU1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3743195002(NAD 83)
 HU1980
 HU1980                          SUPERSEDED SURVEY CONTROL
 HU1980
 HU1980  NAD 83(1986)-  38 48 05.59766(N)    075 43 14.01243(W) AD(       ) 3
 HU1980  NAD 27      -  38 48 05.25400(N)    075 43 15.27400(W) AD(       ) 3
 HU1980
 HU1980.Superseded values are not recommended for survey control.
 HU1980
 HU1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1980.See file dsdata.pdf to determine how the superseded data were derived.
 HU1980
 HU1980_MARKER: 57 = LOOKOUT TOWER
 HU1980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1980+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2013
 HU1980
 HU1980  HISTORY     - Date     Condition        Report By
 HU1980  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1980  HISTORY     - 20130611 GOOD             DELCOS
 HU1980
 HU1980                          STATION DESCRIPTION
 HU1980
 HU1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1980'THE STATION IS THE TOP AND CENTER OF THE CAB OF THE INTER-STATE
 HU1980'LOOKOUT TOWER.  LOCATED ABOUT 6.0 MILES WEST-SOUTHWEST OF
 HU1980'GREENWOOD, DELAWARE, 7.0 MILES NORTHWEST OF BRIDGEVILLE,
 HU1980'DELAWARE, 2.5 MILES SOUTH OF HICKMAN, MARYLAND AND ALONG THE
 HU1980'SOUTH SIDE OF STATE HIGHWAY 404 AND AT THE VILLAGE OF
 HU1980'FOUNTAINVILLE.  IT IS A 4-LACED STEEL COLUMN LEGS WITH A GLASS
 HU1980'INCLOSED CAB MOUNTED AT THEIR APEX.  THE LEGS OF THE STRUCTURE
 HU1980'ARE PAINTED GRAY.  THE CAB IS PAINTED SILVER.  THE OVERALL
 HU1980'HEIGHT OF THE STRUCTURE IS APPROXIMATELY 115.0 FEET.  THE
 HU1980'STRUCTURE IS LOCATED ON THE MARYLAND AND DELAWARE STATE
 HU1980'LINE.
 HU1980
 HU1980                          STATION RECOVERY (2013)
 HU1980
 HU1980'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU1980'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1726 ***********************************************************************
 HU1726  DESIGNATION -  FREEDOM
 HU1726  PID         -  HU1726
 HU1726  STATE/COUNTY-  DE/SUSSEX
 HU1726  COUNTRY     -  US
 HU1726  USGS QUAD   -  DELMAR (2016)
 HU1726
 HU1726                         *CURRENT SURVEY CONTROL
 HU1726  ______________________________________________________________________
 HU1726* NAD 83(1991) POSITION- 38 27 21.73649(N) 075 34 18.66267(W)   ADJUSTED
 HU1726* NAVD 88 ORTHO HEIGHT -    15.319 (meters)       50.26  (feet) ADJUSTED
 HU1726  ______________________________________________________________________
 HU1726  GEOID HEIGHT    -        -35.735 (meters)                     GEOID18
 HU1726  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 HU1726  DYNAMIC HEIGHT  -         15.310 (meters)       50.23  (feet) COMP
 HU1726  MODELED GRAVITY -    980,012.6   (mgal)                       NAVD 88
 HU1726
 HU1726  HORZ ORDER      -  SECOND
 HU1726  VERT ORDER      -  SECOND    CLASS I
 HU1726
 HU1726.The horizontal coordinates were established by classical geodetic methods
 HU1726.and adjusted by the National Geodetic Survey in January 1992.
 HU1726
 HU1726.The orthometric height was determined by differential leveling and
 HU1726.adjusted by the NATIONAL GEODETIC SURVEY
 HU1726.in June 1991.
 HU1726
 HU1726.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1726.GEOID18 height accuracy estimate available here.
 HU1726
 HU1726.Click photographs - Photos may exist for this station.
 HU1726
 HU1726.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1726
 HU1726.The dynamic height is computed by dividing the NAVD 88
 HU1726.geopotential number by the normal gravity value computed on the
 HU1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1726.degrees latitude (g = 980.6199 gals.).
 HU1726
 HU1726.The modeled gravity was interpolated from observed gravity values.
 HU1726
 HU1726. The following values were computed from the NAD 83(1991) position.
 HU1726
 HU1726;                    North         East     Units Scale Factor Converg.
 HU1726;SPC DE       -    50,631.727   186,454.704   MT  0.99999726   -0 05 47.4
 HU1726;SPC DE       -   166,114.26    611,726.81   sFT  0.99999726   -0 05 47.4
 HU1726;SPC MD       -    88,598.464   524,649.084   MT  0.99997652   +0 53 46.9
 HU1726;SPC MD       -   290,676.79  1,721,286.20   sFT  0.99997652   +0 53 46.9
 HU1726;UTM  18      - 4,256,570.198   450,105.348   MT  0.99963066   -0 21 20.3
 HU1726
 HU1726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1726!SPC DE       -   1.00000320  x   0.99999726  =   1.00000046
 HU1726!SPC MD       -   1.00000320  x   0.99997652  =   0.99997972
 HU1726!UTM  18      -   1.00000320  x   0.99963066  =   0.99963386
 HU1726
 HU1726:                Primary Azimuth Mark                     Grid Az
 HU1726:SPC DE       -  FREEDOM RM 3 AZIMUTH                     269 40 11.3
 HU1726:SPC MD       -  FREEDOM RM 3 AZIMUTH                     268 40 37.0
 HU1726:UTM  18      -  FREEDOM RM 3 AZIMUTH                     269 55 44.2
 HU1726
 HU1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5010556570(NAD 83)
 HU1726
 HU1726|---------------------------------------------------------------------|
 HU1726| PID    Reference Object                     Distance      Geod. Az  |
 HU1726|                                                           dddmmss.s |
 HU1726| DC7315 FREEDOM RM 1                         12.085 METERS 03932     |
 HU1726| HU1725 MAYER C                              89.303 METERS 10040     |
 HU1726| HU1750 BOUNDARY MON 28 E W DE MD             7.811 METERS 18157     |
 HU1726| DC7317 FREEDOM RM 3 AZIMUTH                               2693423.9 |
 HU1726| DC7316 FREEDOM RM 2                         16.884 METERS 31248     |
 HU1726| HU1727 MONUMENT E W 28 DE MD                27.684 METERS 35131     |
 HU1726|---------------------------------------------------------------------|
 HU1726
 HU1726                          SUPERSEDED SURVEY CONTROL
 HU1726
 HU1726  NAD 83(1986)-  38 27 21.72930(N)    075 34 18.68623(W) AD(       ) 2
 HU1726  NAD 27      -  38 27 21.31348(N)    075 34 19.95337(W) AD(       ) 2
 HU1726  NGVD 29 (06/12/91)   15.573  (m)           51.09   (f) ADJUSTED    2 1
 HU1726  NGVD 29 (07/19/86)   15.7    (m)           52.     (f) VERT ANG       
 HU1726
 HU1726.Superseded values are not recommended for survey control.
 HU1726
 HU1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1726.See file dsdata.pdf to determine how the superseded data were derived.
 HU1726
 HU1726_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1726_STAMPING: FREEDOM 1974
 HU1726_MARK LOGO: NGS
 HU1726_PROJECTION: FLUSH
 HU1726_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1726+STABILITY: SURFACE MOTION
 HU1726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1726+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1989
 HU1726
 HU1726  HISTORY     - Date     Condition        Report By
 HU1726  HISTORY     - 1974     MONUMENTED       NGS
 HU1726  HISTORY     - 1974     GOOD             NGS
 HU1726  HISTORY     - 1976     GOOD             NGS
 HU1726  HISTORY     - 19810623 GOOD             NGS
 HU1726  HISTORY     - 19891120 GOOD             NGS
 HU1726  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU1726
 HU1726                          STATION DESCRIPTION
 HU1726
 HU1726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU1726'THE STATION IS LOCATED IN THE TOWN OF DELMAR, DELAWARE AND
 HU1726'ON LAND OWNED BY THE TOWN.  PERMISSION WAS GRANTED TO ESTABLISH
 HU1726'THE STATION BY MR. SAMUEL J. MITCHELL, CLERK-TREASURE, 14
 HU1726'EAST STATE STREET, DELMAR, DELAWARE, 19940, TELEPHONE NUMBER
 HU1726'301-896-2777.
 HU1726'
 HU1726'TO REACH THE STATION FROM THE RAILROAD CROSSING AND STATE
 HU1726'ROAD 54 IN DELMAR, GO EAST ON STATE ROAD 54 FOR 0.4 MILE TO
 HU1726'THE CITY PARK AND THE STATION ON THE LEFT.
 HU1726'
 HU1726'STATION MARKS ARE STANDARD DISKS STAMPED FREEDOM 1974.  THE
 HU1726'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HU1726'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 HU1726'IS 34 FEET SOUTHEAST OF A GRANITE MONUMENT, 28 FEET NORTH OF
 HU1726'THE CENTERLINE OF STATE ROAD 54, 9 FEET SOUTH OF A 24-INCH
 HU1726'PINE TREE AND 8 FEET NORTHWEST OF A 20-INCH PINE TREE.  THE
 HU1726'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 HU1726'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 HU1726'
 HU1726'REFERENCE MARK 1, A STANDARD DISK STAMPED FREEDOM NO 1 1974,
 HU1726'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1726'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 56 FEET NORTH OF THE
 HU1726'CENTERLINE OF STATE ROAD 54, 45 FEET SOUTH-SOUTHWEST OF A
 HU1726'22-INCH PINE TREE AND 37 FEET WEST OF A 30-INCH OAK TREE.
 HU1726'
 HU1726'REFERENCE MARK 2, A STANDARD DISK STAMPED FREEDOM NO 2 1974,
 HU1726'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1726'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 64 FEET NORTH
 HU1726'OF THE CENTERLINE OF STATE ROAD 54, 35 FEET SOUTHWEST OF THE
 HU1726'30-INCH OAK TREE AND 22 FEET NORTHWEST OF THE GRANITE MONUMENT.
 HU1726'
 HU1726'REFERENCE MARK 3, A STANDARD DISK STAMPED FREEDOM NO 3 1974,
 HU1726'IS CEMENTED IN A DRILL HOLE IN THE CENTER OF A SIDEWALK.  IT
 HU1726'IS 68 FEET EAST OF THE CENTER OF PENNA AVE., 28.6 FEET WEST
 HU1726'OF THE NORTHWEST CORNER OF THE BANK OF DELMAR AND 26 FEET
 HU1726'SOUTH OF THE CENTERLINE OF STATE ROAD 54.
 HU1726'
 HU1726'TO REACH REFERENCE MARK 3 FROM THE STATION, GO WEST ON STATE
 HU1726'ROAD 54 FOR 0.4 MILE TO THE MARK ON THE LEFT.  THE MARK
 HU1726'SERVES AS AN AZIMUTH MARK.
 HU1726
 HU1726                          STATION RECOVERY (1974)
 HU1726
 HU1726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HU1726'RECOVERED IN GOOD CONDITION.
 HU1726
 HU1726                          STATION RECOVERY (1976)
 HU1726
 HU1726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1726'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HU1726'CONDITION AS DESCRIBED IN 1974 DESCRIPTION.  THE DISTANCES AND
 HU1726'DIRECTIONS TO ALL MARKS CHECKED 1974 OBSERVATIONS.
 HU1726'
 HU1726'THE MARYLAND-DELAWARE BOUNDARY MONUMENT NUMBER 28 WAS SET AT
 HU1726'THIS DATE, SEE DESCRIPTION THEREOF.
 HU1726'
 HU1726'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1726'0.4 MILE EAST OF THE CENTER OF DELMAR.
 HU1726
 HU1726                          STATION RECOVERY (1981)
 HU1726
 HU1726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 HU1726'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 HU1726'AS DESCRIBED.  THE DISTANCES AND DIRECTIONS TO ALL OBJECTS WERE FOUND
 HU1726'TO BE WITHIN CLOSE AGREEMENT WITH THE MOST RECENT INFORMATION
 HU1726'AVAILABLE.
 HU1726'A NEW MARYLAND-DELAWARE BOUNDARY MONUMENT 28 WAS ESTABLISHED ON THIS
 HU1726'DATE, SEE DESCRIPTION THEREOF.
 HU1726
 HU1726                          STATION RECOVERY (1989)
 HU1726
 HU1726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HU1726'IN DELMAR, IN THE CITY PARK, 10.0 M (32.81 FT) SOUTHEAST OF THE
 HU1726'SOUTHEAST CORNER OF A VETERANS MEMORIAL MONUMENT, 8.6 M (28.22 FT)
 HU1726'NORTH OF THE CENTER OF STATE STREET (STATE HIGHWAY 54), 3.9 M
 HU1726'(12.80 FT) NORTH OF THE NORTH CURB OF THE STREET, LEVEL WITH THE
 HU1726'STREET, AND IN A CONCRETE MONUMENT THAT IS 0.1 M (0.33 FT) BELOW THE
 HU1726'GROUND SURFACE.
 HU1726
 HU1726                          STATION RECOVERY (2013)
 HU1726
 HU1726'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU1726'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1922 ***********************************************************************
 JU1922  DESIGNATION -  G 1
 JU1922  PID         -  JU1922
 JU1922  STATE/COUNTY-  DE/NEW CASTLE
 JU1922  COUNTRY     -  US
 JU1922  USGS QUAD   -  SAINT GEORGES (2016)
 JU1922
 JU1922                         *CURRENT SURVEY CONTROL
 JU1922  ______________________________________________________________________
 JU1922* NAD 83(1986) POSITION- 39 35 51.4    (N) 075 41 27.1    (W)   HD_HELD2
 JU1922* NAVD 88 ORTHO HEIGHT -    19.646 (meters)       64.46  (feet) ADJUSTED
 JU1922  ______________________________________________________________________
 JU1922  GEOID HEIGHT    -        -33.138 (meters)                     GEOID18
 JU1922  DYNAMIC HEIGHT  -         19.637 (meters)       64.43  (feet) COMP
 JU1922  MODELED GRAVITY -    980,153.4   (mgal)                       NAVD 88
 JU1922
 JU1922  VERT ORDER      -  FIRST     CLASS I
 JU1922
 JU1922.The horizontal coordinates were established by autonomous hand held GPS
 JU1922.observations and have an estimated accuracy of +/- 10 meters.
 JU1922
 JU1922.The orthometric height was determined by differential leveling and
 JU1922.adjusted by the NATIONAL GEODETIC SURVEY
 JU1922.in June 1991.
 JU1922
 JU1922.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1922.GEOID18 height accuracy estimate available here.
 JU1922
 JU1922.Click photographs - Photos may exist for this station.
 JU1922
 JU1922.The dynamic height is computed by dividing the NAVD 88
 JU1922.geopotential number by the normal gravity value computed on the
 JU1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1922.degrees latitude (g = 980.6199 gals.).
 JU1922
 JU1922.The modeled gravity was interpolated from observed gravity values.
 JU1922
 JU1922;                    North         East    Units  Estimated Accuracy
 JU1922;SPC DE       -   177,388.      176,449.      MT  (+/- 10 meters HH2 GPS)
 JU1922
 JU1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4068383325(NAD 83)
 JU1922
 JU1922                          SUPERSEDED SURVEY CONTROL
 JU1922
 JU1922  NGVD 29 (11/26/84)   19.885  (m)           65.24   (f) ADJUSTED    1 1
 JU1922
 JU1922.Superseded values are not recommended for survey control.
 JU1922
 JU1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1922.See file dsdata.pdf to determine how the superseded data were derived.
 JU1922
 JU1922_MARKER: DB = BENCH MARK DISK
 JU1922_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1922_SP_SET: BRIDGE
 JU1922_STAMPING: 65.659 G 1 1931
 JU1922_MARK LOGO: CGS
 JU1922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1922
 JU1922  HISTORY     - Date     Condition        Report By
 JU1922  HISTORY     - 1931     MONUMENTED       CGS
 JU1922  HISTORY     - 1963     GOOD             CGS
 JU1922  HISTORY     - 1971     GOOD             NGS
 JU1922  HISTORY     - 1976     GOOD             LOCENG
 JU1922  HISTORY     - 1981     GOOD             UDE
 JU1922
 JU1922                          STATION DESCRIPTION
 JU1922
 JU1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1922'1.8 MI N FROM KIRKWOOD.
 JU1922'1.8 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1922'CROSSING OF STATE HIGHWAY 71 AT KIRKWOOD, ABOUT 0.4 MILE NORTH
 JU1922'OF MILEPOST 15, ABOUT 0.15 MILE SOUTH OF THE CROSSING OF A BLACK
 JU1922'TOP ROAD CROSSING AT THE SMALL COMMUNITY OF PORTER, AT BRIDGE
 JU1922'14/54 OVER A BRANCH OF RED LION CREEK, SET ON TOP OF THE CENTER
 JU1922'OF THE EAST CONCRETE GUARD RAIL BASE, 18.3 FEET EAST OF EAST
 JU1922'RAIL, AND 1 FOOT BELOW LEVEL OF TRACK.
 JU1922
 JU1922                          STATION RECOVERY (1971)
 JU1922
 JU1922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JU1922'RECOVERED IN GOOD CONDITION.
 JU1922
 JU1922                          STATION RECOVERY (1976)
 JU1922
 JU1922'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 JU1922'RECOVERED IN GOOD CONDITION.
 JU1922
 JU1922                          STATION RECOVERY (1981)
 JU1922
 JU1922'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1922'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0921 ***********************************************************************
 HU0921  DESIGNATION -  G 10
 HU0921  PID         -  HU0921
 HU0921  STATE/COUNTY-  DE/SUSSEX
 HU0921  COUNTRY     -  US
 HU0921  USGS QUAD   -  HICKMAN (2016)
 HU0921
 HU0921                         *CURRENT SURVEY CONTROL
 HU0921  ______________________________________________________________________
 HU0921* NAD 83(1986) POSITION- 38 48 27.     (N) 075 41 53.     (W)   SCALED
 HU0921* NAVD 88 ORTHO HEIGHT -    11.387 (meters)       37.36  (feet) ADJUSTED
 HU0921  ______________________________________________________________________
 HU0921  GEOID HEIGHT    -        -35.239 (meters)                     GEOID18
 HU0921  DYNAMIC HEIGHT  -         11.380 (meters)       37.34  (feet) COMP
 HU0921  MODELED GRAVITY -    980,030.2   (mgal)                       NAVD 88
 HU0921
 HU0921  VERT ORDER      -  SECOND    CLASS 0
 HU0921
 HU0921.The horizontal coordinates were scaled from a map and have
 HU0921.an estimated accuracy of +/- 6 seconds.
 HU0921
 HU0921.The orthometric height was determined by differential leveling and
 HU0921.adjusted by the NATIONAL GEODETIC SURVEY
 HU0921.in June 1991.
 HU0921
 HU0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0921.GEOID18 height accuracy estimate available here.
 HU0921
 HU0921.Click photographs - Photos may exist for this station.
 HU0921
 HU0921.The dynamic height is computed by dividing the NAVD 88
 HU0921.geopotential number by the normal gravity value computed on the
 HU0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0921.degrees latitude (g = 980.6199 gals.).
 HU0921
 HU0921.The modeled gravity was interpolated from observed gravity values.
 HU0921
 HU0921;                    North         East    Units  Estimated Accuracy
 HU0921;SPC DE       -    89,670.      175,560.      MT  (+/- 180 meters Scaled)
 HU0921
 HU0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH393956(NAD 83)
 HU0921
 HU0921                          SUPERSEDED SURVEY CONTROL
 HU0921
 HU0921  NGVD 29 (11/26/84)   11.631  (m)           38.16   (f) ADJUSTED    2 0
 HU0921
 HU0921.Superseded values are not recommended for survey control.
 HU0921
 HU0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0921.See file dsdata.pdf to determine how the superseded data were derived.
 HU0921
 HU0921_MARKER: DB = BENCH MARK DISK
 HU0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0921_STAMPING: G 10 1942
 HU0921_MARK LOGO: CGS
 HU0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0921+STABILITY: SURFACE MOTION
 HU0921
 HU0921  HISTORY     - Date     Condition        Report By
 HU0921  HISTORY     - 1942     MONUMENTED       CGS
 HU0921  HISTORY     - 1965     MARK NOT FOUND   CGS
 HU0921  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0921  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0921
 HU0921                          STATION DESCRIPTION
 HU0921
 HU0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HU0921'1.2 MI N FROM WOODENHAWK.
 HU0921'0.5 MILE NORTHWEST ALONG HIGHWAY 404 FROM THE WOODENHAWK BRIDGE
 HU0921'AT WOODENHAWK, SUSSEX COUNTY, AND 0.75 MILE NORTHEAST ALONG A
 HU0921'DIRT ROAD, 23.2 FEET NORTHWEST OF THE CENTER LINE OF THE DIRT
 HU0921'ROAD, 10.0 FEET NORTHEAST OF A BLAZED PINE TREE, 30.4 FEET
 HU0921'SOUTHWEST OF A SECOND PINE TREE, 77.2 FEET NORTH OF THE NORTHWEST
 HU0921'END OF A 12-INCH CORRUGATED IRON PIPE CULVERT, 2.0 FEET FROM A
 HU0921'STANDARD REFERENCE POST, A BRONZE DISK SET IN THE TOP OF A
 HU0921'CONCRETE POST.
 HU0921
 HU0921                          STATION RECOVERY (1981)
 HU0921
 HU0921'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0921'MARK NOT FOUND.
 HU0921
 HU0921                          STATION RECOVERY (2013)
 HU0921
 HU0921'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0921'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1297 ***********************************************************************
 JU1297  DESIGNATION -  G 12
 JU1297  PID         -  JU1297
 JU1297  STATE/COUNTY-  DE/KENT
 JU1297  COUNTRY     -  US
 JU1297  USGS QUAD   -  MARYDEL (2016)
 JU1297
 JU1297                         *CURRENT SURVEY CONTROL
 JU1297  ______________________________________________________________________
 JU1297* NAD 83(1986) POSITION- 39 04 15.     (N) 075 37 36.     (W)   SCALED
 JU1297* NAVD 88 ORTHO HEIGHT -    16.702 (meters)       54.80  (feet) ADJUSTED
 JU1297  ______________________________________________________________________
 JU1297  GEOID HEIGHT    -        -34.561 (meters)                     GEOID18
 JU1297  DYNAMIC HEIGHT  -         16.692 (meters)       54.76  (feet) COMP
 JU1297  MODELED GRAVITY -    980,068.7   (mgal)                       NAVD 88
 JU1297
 JU1297  VERT ORDER      -  SECOND    CLASS 0
 JU1297
 JU1297.The horizontal coordinates were scaled from a map and have
 JU1297.an estimated accuracy of +/- 6 seconds.
 JU1297
 JU1297.The orthometric height was determined by differential leveling and
 JU1297.adjusted by the NATIONAL GEODETIC SURVEY
 JU1297.in June 1991.
 JU1297
 JU1297.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1297.GEOID18 height accuracy estimate available here.
 JU1297
 JU1297.Click photographs - Photos may exist for this station.
 JU1297
 JU1297.The dynamic height is computed by dividing the NAVD 88
 JU1297.geopotential number by the normal gravity value computed on the
 JU1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1297.degrees latitude (g = 980.6199 gals.).
 JU1297
 JU1297.The modeled gravity was interpolated from observed gravity values.
 JU1297
 JU1297;                    North         East    Units  Estimated Accuracy
 JU1297;SPC DE       -   118,890.      181,830.      MT  (+/- 180 meters Scaled)
 JU1297
 JU1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ457248(NAD 83)
 JU1297
 JU1297                          SUPERSEDED SURVEY CONTROL
 JU1297
 JU1297  NGVD 29 (11/26/84)   16.939  (m)           55.57   (f) ADJUSTED    2 0
 JU1297
 JU1297.Superseded values are not recommended for survey control.
 JU1297
 JU1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1297.See file dsdata.pdf to determine how the superseded data were derived.
 JU1297
 JU1297_MARKER: DB = BENCH MARK DISK
 JU1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1297_STAMPING: G 12 1942
 JU1297_MARK LOGO: CGS
 JU1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1297+STABILITY: SURFACE MOTION
 JU1297
 JU1297  HISTORY     - Date     Condition        Report By
 JU1297  HISTORY     - 1942     MONUMENTED       CGS
 JU1297  HISTORY     - 1967     GOOD             CGS
 JU1297  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1297  HISTORY     - 20120321 MARK NOT FOUND   DELCOS
 JU1297
 JU1297                          STATION DESCRIPTION
 JU1297
 JU1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JU1297'0.2 MI E FROM WILLOW GROVE.
 JU1297'0.2 MILE EAST ALONG STATE HIGHWAY 10 FROM THE Y-JUNCTION OF A
 JU1297'MACADAM ROAD AT WILLOW GROVE, KENT COUNTY, 27.8 FEET SOUTHWEST
 JU1297'OF THE CENTERLINE OF THE HIGHWAY, 23.8 FEET NORTHEAST OF THE
 JU1297'NORTHEAST CORNER OF A TWO STORY WHITE HOUSE, 16 FEET SOUTH OF
 JU1297'THE EAST END OF A 12-INCH CORRUGATED IRON PIPE CULVERT, AND 2
 JU1297'FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 JU1297'STAMPED G 12 1942 AND SET IN THE TOP OF A CONCRETE POST.
 JU1297'NOTE-- RECOVERED AS DESCRIBED EXCEPT THE CORRUGATED PIPE
 JU1297'CULVERT AND THE WITNESS POST ARE GONE.  MARK IS NOW 3 FEET EAST
 JU1297'OF UTILITY POLE NUMBER 243.
 JU1297
 JU1297                          STATION RECOVERY (1967)
 JU1297
 JU1297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JU1297'RECOVERED IN GOOD CONDITION.
 JU1297
 JU1297                          STATION RECOVERY (1981)
 JU1297
 JU1297'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1297'MARK NOT FOUND.
 JU1297
 JU1297                          STATION RECOVERY (2012)
 JU1297
 JU1297'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1297'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2479 ***********************************************************************
 JU2479  DESIGNATION -  G 2 RESET
 JU2479  PID         -  JU2479
 JU2479  STATE/COUNTY-  DE/KENT
 JU2479  COUNTRY     -  US
 JU2479  USGS QUAD   -  FREDERICA (2016)
 JU2479
 JU2479                         *CURRENT SURVEY CONTROL
 JU2479  ______________________________________________________________________
 JU2479* NAD 83(1986) POSITION- 39 02 30.69   (N) 075 27 26.83   (W)   HD_HELD1
 JU2479* NAVD 88 ORTHO HEIGHT -     8.97  (+/-2cm)       29.4   (feet) VERTCON3
 JU2479  ______________________________________________________________________
 JU2479  GEOID HEIGHT    -        -34.903 (meters)                     GEOID18
 JU2479  VERT ORDER      -  THIRD (See Below)
 JU2479
 JU2479.The horizontal coordinates were determined by differentially corrected
 JU2479.hand held GPS observations or other comparable positioning techniques
 JU2479.and have an estimated accuracy of +/- 3 meters.
 JU2479
 JU2479.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2479
 JU2479.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2479.GEOID18 height accuracy estimate available here.
 JU2479
 JU2479.The vertical order pertains to the NGVD 29 superseded value.
 JU2479
 JU2479.Click photographs - Photos may exist for this station.
 JU2479
 JU2479;                    North         East    Units  Estimated Accuracy
 JU2479;SPC DE       -   115,653.1     196,468.9     MT  (+/- 3 meters HH1 GPS) 
 JU2479
 JU2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6041121521(NAD 83)
 JU2479
 JU2479                          SUPERSEDED SURVEY CONTROL
 JU2479
 JU2479  NGVD 29 (??/??/??)    9.21   (m)           30.2    (f) RESET       3  
 JU2479
 JU2479.Superseded values are not recommended for survey control.
 JU2479
 JU2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2479.See file dsdata.pdf to determine how the superseded data were derived.
 JU2479
 JU2479_MARKER: DV = VERTICAL CONTROL DISK
 JU2479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2479_STAMPING: G 2 RESET 1975
 JU2479_MARK LOGO: NGS
 JU2479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2479+STABILITY: SURFACE MOTION
 JU2479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2479+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2010
 JU2479
 JU2479  HISTORY     - Date     Condition        Report By
 JU2479  HISTORY     - 1975     MONUMENTED       NGS
 JU2479  HISTORY     - 20100130 GOOD             BECMOR
 JU2479
 JU2479                          STATION DESCRIPTION
 JU2479
 JU2479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 JU2479'3.5 MI W FROM BOWERS BEACH.
 JU2479'3.5 MILES WEST ALONG BOWERS BEACH ROAD FROM THE CENTER OF BOWERS
 JU2479'BEACH, AT THE INTERSECTION OF U.S. HIGHWAY 113 AND BOWERS BEACH
 JU2479'ROAD. IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH ROUND CON-
 JU2479'CRETE MONUMENT WHICH PROJECTS 1-INCH. IT IS 31 FEET SOUTH OF THE
 JU2479'SOUTH SIDE OF A MOBILE HOME, 27.2 FEET NORTHEAST OF THE NORTHEAST
 JU2479'CORNER OF A OLD BRICK HOUSE, 13.5 FEET WEST OF A DOUBLE TRUNKED
 JU2479'TREE, 7.5 FEET NORTHOF A 8-INCH TREE, 5 FEET EAST OF A SIDEWALK
 JU2479'LEADING TO THE HOUSE AND 3 FEET NORTHEAST OF THE WEST EDGE OF A
 JU2479'WALL AROUND THE HOUSE.
 JU2479
 JU2479                          STATION RECOVERY (2010)
 JU2479
 JU2479'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU2479'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1455 ***********************************************************************
 JU1455  DESIGNATION -  G 21
 JU1455  PID         -  JU1455
 JU1455  STATE/COUNTY-  DE/NEW CASTLE
 JU1455  COUNTRY     -  US
 JU1455  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU1455
 JU1455                         *CURRENT SURVEY CONTROL
 JU1455  ______________________________________________________________________
 JU1455* NAD 83(1986) POSITION- 39 46 45.     (N) 075 30 34.     (W)   SCALED
 JU1455* NAVD 88 ORTHO HEIGHT -    62.159 (meters)      203.93  (feet) POSTED
 JU1455  ______________________________________________________________________
 JU1455  GEOID HEIGHT    -        -32.898 (meters)                     GEOID18
 JU1455  DYNAMIC HEIGHT  -         62.13  (meters)      203.8   (feet) COMP
 JU1455  MODELED GRAVITY -    980,172.7   (mgal)                       NAVD 88
 JU1455
 JU1455  VERT ORDER      -  * POSTED, SEE BELOW
 JU1455
 JU1455.The horizontal coordinates were scaled from a map and have
 JU1455.an estimated accuracy of +/- 6 seconds.
 JU1455
 JU1455.The orthometric height was determined by differential leveling
 JU1455.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU1455
 JU1455.* This is a POSTED BENCH MARK height.
 JU1455
 JU1455.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1455.GEOID18 height accuracy estimate available here.
 JU1455
 JU1455.Click photographs - Photos may exist for this station.
 JU1455
 JU1455.The dynamic height is computed by dividing the NAVD 88
 JU1455.geopotential number by the normal gravity value computed on the
 JU1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1455.degrees latitude (g = 980.6199 gals.).
 JU1455
 JU1455.The modeled gravity was interpolated from observed gravity values.
 JU1455
 JU1455;                    North         East    Units  Estimated Accuracy
 JU1455;SPC DE       -   197,510.      192,050.      MT  (+/- 180 meters Scaled)
 JU1455
 JU1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK563033(NAD 83)
 JU1455
 JU1455                          SUPERSEDED SURVEY CONTROL
 JU1455
 JU1455  NGVD 29 (11/26/84)   62.506  (m)          205.07   (f) ADJUSTED    2 0
 JU1455
 JU1455.Superseded values are not recommended for survey control.
 JU1455
 JU1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1455.See file dsdata.pdf to determine how the superseded data were derived.
 JU1455
 JU1455_MARKER: DB = BENCH MARK DISK
 JU1455_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU1455_SP_SET: STEP
 JU1455_STAMPING: G 21 1959
 JU1455_MARK LOGO: CGS
 JU1455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1455
 JU1455  HISTORY     - Date     Condition        Report By
 JU1455  HISTORY     - 1959     MONUMENTED       CGS
 JU1455  HISTORY     - 1981     GOOD             UDE
 JU1455
 JU1455                          STATION DESCRIPTION
 JU1455
 JU1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1455'2.1 MI NE FROM WILMINGTON.
 JU1455'2.1 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JU1455'OVERPASS OVER CONCORD PIKE (U.S. HIGHWAY 202) AT WILMINGTON,
 JU1455'BETWEEN MILEAGE POLES NO. 21+63 AND 21+64, 75 YARDS SOUTHWEST OF
 JU1455'RR BRIDGE OVER SHELLPOT CREEK, 48 YARDS NORTHEAST OF MILE POST
 JU1455'P 22-B 74, IN THE TOP OF THE SECOND STEP UP THE BOTTOM OF THE
 JU1455'SOUTHWEST STONE MASONRY ABUTMENT OF RAILROAD OVERPASS OVER A ROAD
 JU1455'LEADING TO A HOUSE, 22 FEET SOUTHEAST OF SOUTHEAST RAIL, 9 1/2
 JU1455'FEET SOUTHWEST OF CENTER LINE OF ROAD TO HOUSE AND ABOUT 14 FEET
 JU1455'BELOW LEVEL OF TRACK.
 JU1455
 JU1455                          STATION RECOVERY (1981)
 JU1455
 JU1455'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1455'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1474 ***********************************************************************
 JU1474  DESIGNATION -  G 22
 JU1474  PID         -  JU1474
 JU1474  STATE/COUNTY-  DE/NEW CASTLE
 JU1474  COUNTRY     -  US
 JU1474  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1474
 JU1474                         *CURRENT SURVEY CONTROL
 JU1474  ______________________________________________________________________
 JU1474* NAD 83(1986) POSITION- 39 43 33.     (N) 075 32 46.     (W)   SCALED
 JU1474* NAVD 88 ORTHO HEIGHT -     2.619 (meters)        8.59  (feet) POSTED
 JU1474  ______________________________________________________________________
 JU1474  GEOID HEIGHT    -        -32.972 (meters)                     GEOID18
 JU1474  DYNAMIC HEIGHT  -          2.62  (meters)        8.6   (feet) COMP
 JU1474  MODELED GRAVITY -    980,173.5   (mgal)                       NAVD 88
 JU1474
 JU1474  VERT ORDER      -  * POSTED, SEE BELOW
 JU1474
 JU1474.The horizontal coordinates were scaled from a map and have
 JU1474.an estimated accuracy of +/- 6 seconds.
 JU1474
 JU1474.The orthometric height was determined by differential leveling
 JU1474.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU1474
 JU1474.* This is a POSTED BENCH MARK height.
 JU1474
 JU1474.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1474.GEOID18 height accuracy estimate available here.
 JU1474
 JU1474.Click photographs - Photos may exist for this station.
 JU1474
 JU1474.The dynamic height is computed by dividing the NAVD 88
 JU1474.geopotential number by the normal gravity value computed on the
 JU1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1474.degrees latitude (g = 980.6199 gals.).
 JU1474
 JU1474.The modeled gravity was interpolated from observed gravity values.
 JU1474
 JU1474;                    North         East    Units  Estimated Accuracy
 JU1474;SPC DE       -   191,600.      188,900.      MT  (+/- 180 meters Scaled)
 JU1474
 JU1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ531974(NAD 83)
 JU1474
 JU1474                          SUPERSEDED SURVEY CONTROL
 JU1474
 JU1474  NGVD 29 (11/26/84)    2.979  (m)            9.77   (f) ADJUSTED    2 0
 JU1474
 JU1474.Superseded values are not recommended for survey control.
 JU1474
 JU1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1474.See file dsdata.pdf to determine how the superseded data were derived.
 JU1474
 JU1474_MARKER: DB = BENCH MARK DISK
 JU1474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1474_SP_SET: OVERPASS PIER
 JU1474_STAMPING: G 22 1959
 JU1474_MARK LOGO: CGS
 JU1474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1474+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 JU1474
 JU1474  HISTORY     - Date     Condition        Report By
 JU1474  HISTORY     - 1959     MONUMENTED       CGS
 JU1474  HISTORY     - 1965     GOOD             CGS
 JU1474  HISTORY     - 1981     GOOD             UDE
 JU1474  HISTORY     - 19930130 GOOD             USPSQD
 JU1474  HISTORY     - 20060305 GOOD             USPSQD
 JU1474
 JU1474                          STATION DESCRIPTION
 JU1474
 JU1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU1474'1.6 MI SE FROM WILMINGTON.
 JU1474'1.0 MILE SOUTH ALONG MARKET STREET (U.S. HIGHWAY 13) FROM OVERPASS
 JU1474'OF CITY LINE OF PENNSYLVANIA RAILROAD OVER HIGHWAY AT WILMINGTON,
 JU1474'THENCE ABOUT 0.55 MILE EAST ALONG FREIGHT LINE OF THE P.R.R., AT
 JU1474'THE OVERPASS OF HIGHWAY 13 A OVER TRACK, SET VERTICALLY IN THE
 JU1474'NORTH FACE OF THE FIRST PIER SOUTH OF THE TRACK OF OVERPASS, 27
 JU1474'FEET EAST OF WEST END OF PIER, 8 1/2 FEET SOUTH OF SOUTH RAIL OF
 JU1474'SOUTH TRACK AND ABOUT 2 1/2 FEET ABOVE LEVEL OF TRACK.
 JU1474
 JU1474                          STATION RECOVERY (1981)
 JU1474
 JU1474'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1474'RECOVERED IN GOOD CONDITION.
 JU1474
 JU1474                          STATION RECOVERY (1993)
 JU1474
 JU1474'RECOVERY NOTE BY US POWER SQUADRON 1993 (BFC)
 JU1474'RECOVERED IN GOOD CONDITION.
 JU1474
 JU1474                          STATION RECOVERY (2006)
 JU1474
 JU1474'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAL)
 JU1474'TWO LANE ROAD NOW COVERS THE RAILROAD TRACKS.  MARK IS 6 INCHES ABOVE
 JU1474'ROAD BED.  MARK IS BEHIND A CEMENT BARRIER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2731 ***********************************************************************
 HU2731  DESIGNATION -  G 27 RESET
 HU2731  PID         -  HU2731
 HU2731  STATE/COUNTY-  DE/SUSSEX
 HU2731  COUNTRY     -  US
 HU2731  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU2731
 HU2731                         *CURRENT SURVEY CONTROL
 HU2731  ______________________________________________________________________
 HU2731* NAD 83(1986) POSITION- 38 42 57.0    (N) 075 06 31.1    (W)   HD_HELD2
 HU2731* NAVD 88 ORTHO HEIGHT -     6.77  (meters)       22.2   (feet) RESET
 HU2731  ______________________________________________________________________
 HU2731  GEOID HEIGHT    -        -35.679 (meters)                     GEOID18
 HU2731  VERT ORDER      -  THIRD
 HU2731
 HU2731.The horizontal coordinates were established by autonomous hand held GPS
 HU2731.observations and have an estimated accuracy of +/- 10 meters.
 HU2731
 HU2731.The orthometric height was computed from unverified reset data.
 HU2731
 HU2731.No vertical observational check was made to the station.
 HU2731
 HU2731.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2731.GEOID18 height accuracy estimate available here.
 HU2731
 HU2731.Click photographs - Photos may exist for this station.
 HU2731
 HU2731;                    North         East    Units  Estimated Accuracy
 HU2731;SPC DE       -    79,504.      226,790.      MT  (+/- 10 meters HH2 GPS)
 HU2731
 HU2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9055585248(NAD 83)
 HU2731
 HU2731                          SUPERSEDED SURVEY CONTROL
 HU2731
 HU2731  NGVD 29 (05/17/01)    7.01   (m)           23.0    (f) RESET       3  
 HU2731
 HU2731.Superseded values are not recommended for survey control.
 HU2731
 HU2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2731.See file dsdata.pdf to determine how the superseded data were derived.
 HU2731
 HU2731_MARKER: DV = VERTICAL CONTROL DISK
 HU2731_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HU2731_SP_SET: CURB
 HU2731_STAMPING: G 27 RESET 1991
 HU2731_MARK LOGO: NGS
 HU2731_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU2731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2731+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 HU2731
 HU2731  HISTORY     - Date     Condition        Report By
 HU2731  HISTORY     - 1991     MONUMENTED       DEDHT
 HU2731  HISTORY     - 20111007 GOOD             DEDT
 HU2731  HISTORY     - 20120210 GOOD             DELCOS
 HU2731
 HU2731                          STATION DESCRIPTION
 HU2731
 HU2731'DESCRIBED BY DE DEPT OF HIGHWAYS 1991
 HU2731'1.1 MILES WEST ON ALTERNATE 14 (REHOBETH AVENUE), FROM THE POST OFFICE
 HU2731'IN REHOBETH BEACH, THENCE 0.4 MILES NORTHWEST ON SR 1, IN THE TOP OF
 HU2731'A CATCH BASIN, 2 FEET OFF EDGE OF PAVEMENT OF SR 1 NBL, 26 FEET SOUTH
 HU2731'OF A 6 FOOT CHAIN LINK FENCE CORNER POST THAT SURROUNDS A WATER
 HU2731'TREATMENT SITE FOR THE CITY OF REHOBETH, 22 FEET WEST OF A DELAWARE
 HU2731'POWER AND LIGHT COMPANY POLE 60931/05847, 1 FOOT WEST OF A REFERENCE
 HU2731'POST.
 HU2731
 HU2731                          STATION RECOVERY (2011)
 HU2731
 HU2731'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2011 (JRC)
 HU2731'THE MARK IS 92.0 FT SOUTHEAST OF THE CENTERLINE OF THE ENTRSNCE TO THE
 HU2731'CITY OF REHOBOTH PUMPING STATION, 21.3 FT SOUTH OF A UTILITY POLE (DPL
 HU2731'60931/05847), 16 FEET WEST OF A FIRE HYDRANT, AND 2 FT NORTHEAST OF
 HU2731'THE EDGE OF PAVEMENT.
 HU2731
 HU2731                          STATION RECOVERY (2012)
 HU2731
 HU2731'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU2731'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0099 ***********************************************************************
 HU0099  DESIGNATION -  G 28
 HU0099  PID         -  HU0099
 HU0099  STATE/COUNTY-  DE/SUSSEX
 HU0099  COUNTRY     -  US
 HU0099  USGS QUAD   -  BETHANY BEACH (2016)
 HU0099
 HU0099                         *CURRENT SURVEY CONTROL
 HU0099  ______________________________________________________________________
 HU0099* NAD 83(1986) POSITION- 38 32 14.     (N) 075 03 34.     (W)   SCALED
 HU0099* NAVD 88 ORTHO HEIGHT -     1.290 (meters)        4.23  (feet) ADJUSTED
 HU0099  ______________________________________________________________________
 HU0099  GEOID HEIGHT    -        -35.806 (meters)                     GEOID18
 HU0099  DYNAMIC HEIGHT  -          1.290 (meters)        4.23  (feet) COMP
 HU0099  MODELED GRAVITY -    980,028.0   (mgal)                       NAVD 88
 HU0099
 HU0099  VERT ORDER      -  SECOND    CLASS 0
 HU0099
 HU0099.The horizontal coordinates were scaled from a map and have
 HU0099.an estimated accuracy of +/- 6 seconds.
 HU0099
 HU0099.The orthometric height was determined by differential leveling and
 HU0099.adjusted by the NATIONAL GEODETIC SURVEY
 HU0099.in June 1991.
 HU0099
 HU0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0099.GEOID18 height accuracy estimate available here.
 HU0099
 HU0099.Click photographs - Photos may exist for this station.
 HU0099
 HU0099.The dynamic height is computed by dividing the NAVD 88
 HU0099.geopotential number by the normal gravity value computed on the
 HU0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0099.degrees latitude (g = 980.6199 gals.).
 HU0099
 HU0099.The modeled gravity was interpolated from observed gravity values.
 HU0099
 HU0099;                    North         East    Units  Estimated Accuracy
 HU0099;SPC DE       -    59,690.      231,150.      MT  (+/- 180 meters Scaled)
 HU0099
 HU0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH948654(NAD 83)
 HU0099
 HU0099                          SUPERSEDED SURVEY CONTROL
 HU0099
 HU0099  NGVD 29 (11/26/84)    1.528  (m)            5.01   (f) ADJUSTED    2 0
 HU0099
 HU0099.Superseded values are not recommended for survey control.
 HU0099
 HU0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0099.See file dsdata.pdf to determine how the superseded data were derived.
 HU0099
 HU0099_MARKER: DB = BENCH MARK DISK
 HU0099_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HU0099_SP_SET: CULVERT HEADWALL
 HU0099_STAMPING: G 28 1962
 HU0099_MARK LOGO: CGS
 HU0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0099+STABILITY: SURFACE MOTION
 HU0099
 HU0099  HISTORY     - Date     Condition        Report By
 HU0099  HISTORY     - 1962     MONUMENTED       CGS
 HU0099  HISTORY     - 1981     GOOD             UDE
 HU0099  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU0099
 HU0099                          STATION DESCRIPTION
 HU0099
 HU0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0099'0.2 MI S FROM BETHANY BEACH.
 HU0099'0.2 MILE SOUTH ON STATE HIGHWAY 14 FROM ITS JUNCTION WITH STATE
 HU0099'HIGHWAY 26 IN BETHANY BEACH.  120 FEET SOUTH OF THE SOUTHEAST
 HU0099'CORNER OF A WHITE SHINGLED, 2 STORIED HOUSE BELONGING TO MR.
 HU0099'GIBSON, 33 FEET WEST OF THE CENTER LINE OF SOUTH BOUND LANE OF
 HU0099'HIGHWAY 14 AND ABOUT LEVEL WITH THE HIGHWAY.  SET IN A DRILL HOLE
 HU0099'IN THE WEST END OF AN L SHAPED CONCRETE CULVERT WITH RETAINING
 HU0099'WALL.
 HU0099
 HU0099                          STATION RECOVERY (1981)
 HU0099
 HU0099'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0099'RECOVERED IN GOOD CONDITION.
 HU0099
 HU0099                          STATION RECOVERY (2012)
 HU0099
 HU0099'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0099'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0081 ***********************************************************************
 HU0081  DESIGNATION -  G 29
 HU0081  PID         -  HU0081
 HU0081  STATE/COUNTY-  DE/SUSSEX
 HU0081  COUNTRY     -  US
 HU0081  USGS QUAD   -  LEWES (2016)
 HU0081
 HU0081                         *CURRENT SURVEY CONTROL
 HU0081  ______________________________________________________________________
 HU0081* NAD 83(1986) POSITION- 38 45 26.9    (N) 075 10 46.1    (W)   HD_HELD2
 HU0081* NAVD 88 ORTHO HEIGHT -     6.882 (meters)       22.58  (feet) ADJUSTED
 HU0081  ______________________________________________________________________
 HU0081  GEOID HEIGHT    -        -35.638 (meters)                     GEOID18
 HU0081  DYNAMIC HEIGHT  -          6.878 (meters)       22.57  (feet) COMP
 HU0081  MODELED GRAVITY -    980,036.0   (mgal)                       NAVD 88
 HU0081
 HU0081  VERT ORDER      -  FIRST     CLASS II
 HU0081
 HU0081.The horizontal coordinates were established by autonomous hand held GPS
 HU0081.observations and have an estimated accuracy of +/- 10 meters.
 HU0081
 HU0081.The orthometric height was determined by differential leveling and
 HU0081.adjusted by the NATIONAL GEODETIC SURVEY
 HU0081.in June 1991.
 HU0081
 HU0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0081.GEOID18 height accuracy estimate available here.
 HU0081
 HU0081.Click photographs - Photos may exist for this station.
 HU0081
 HU0081.The dynamic height is computed by dividing the NAVD 88
 HU0081.geopotential number by the normal gravity value computed on the
 HU0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0081.degrees latitude (g = 980.6199 gals.).
 HU0081
 HU0081.The modeled gravity was interpolated from observed gravity values.
 HU0081
 HU0081;                    North         East    Units  Estimated Accuracy
 HU0081;SPC DE       -    84,108.      220,617.      MT  (+/- 10 meters HH2 GPS)
 HU0081
 HU0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8440689878(NAD 83)
 HU0081
 HU0081                          SUPERSEDED SURVEY CONTROL
 HU0081
 HU0081  NGVD 29 (11/26/84)    7.119  (m)           23.36   (f) ADJUSTED    1 2
 HU0081
 HU0081.Superseded values are not recommended for survey control.
 HU0081
 HU0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0081.See file dsdata.pdf to determine how the superseded data were derived.
 HU0081
 HU0081_MARKER: DB = BENCH MARK DISK
 HU0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0081_STAMPING: G 29 1962
 HU0081_MARK LOGO: CGS
 HU0081_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0081+STABILITY: SURFACE MOTION
 HU0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0081+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 HU0081
 HU0081  HISTORY     - Date     Condition        Report By
 HU0081  HISTORY     - 1962     MONUMENTED       CGS
 HU0081  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HU0081  HISTORY     - 19901102 GOOD             NGS
 HU0081  HISTORY     - 19951013 GOOD             NGS
 HU0081  HISTORY     - 20010218 GOOD             USPSQD
 HU0081  HISTORY     - 20120210 GOOD             DELCOS
 HU0081
 HU0081                          STATION DESCRIPTION
 HU0081
 HU0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0081'3 MI SW FROM LEWES.
 HU0081'0.75 MILE NORTHWEST ON GILLS NECK ROAD FROM THE POST OFFICE AT
 HU0081'LEWES, THENCE 2.2 MILES SOUTHWEST ON NEW ROAD OR 0.6 MILE
 HU0081'NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 14 IN NASSAU.  22 FEET
 HU0081'NORTHEAST OF A FIELD TRAIL, 21 FEET SOUTHEAST OF THE CENTER LINE OF
 HU0081'NEW ROAD, 3.7 FEET SOUTHWEST OF POWER LINE POLE, 3 FEET NORTHWEST
 HU0081'OF A FENCE LINE, 2 FEET NORTHEAST OF A WOODEN WITNESS POST AND
 HU0081'ABOUT LEVEL WITH THE ROAD.  SET IN THE TOP OF A CONCRETE POST
 HU0081'PROJECTING 2 INCHES.
 HU0081
 HU0081                          STATION RECOVERY (1987)
 HU0081
 HU0081'RECOVERY NOTE BY US POWER SQUADRON 1987 (DAP)
 HU0081'MARK NOT FOUND.
 HU0081
 HU0081                          STATION RECOVERY (1990)
 HU0081
 HU0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0081'1.2 KM (0.7 MI) NORTHWESTERLY ALONG FRONT STREET FROM THE POST OFFICE
 HU0081'IN LEWES, THENCE 3.5 KM (2.2 MI) SOUTHWESTERLY ALONG NEW ROAD, 43.7 M
 HU0081'(143.4 FT) SOUTHWEST OF A UTILITY POLE, 34.2 M (112.2 FT)
 HU0081'NORTH-NORTHEAST OF THE NORTH CORNER OF A HOUSE, 31.3 M (102.7 FT)
 HU0081'NORTHEAST OF A UTILITY POLE WITH A TRANSFORMER AND A STREET LIGHT, 6.4
 HU0081'M (21.0 FT) SOUTHEAST OF AND LEVEL WITH THE ROAD CENTERLINE, 0.2 M
 HU0081'(0.7 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH
 HU0081'THE GROUND SURFACE.
 HU0081
 HU0081                          STATION RECOVERY (1995)
 HU0081
 HU0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 HU0081'RECOVERED AS DESCRIBED.
 HU0081
 HU0081                          STATION RECOVERY (2001)
 HU0081
 HU0081'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HU0081'RECOVERED IN GOOD CONDITION.
 HU0081
 HU0081                          STATION RECOVERY (2012)
 HU0081
 HU0081'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0081'MOWER CUTS ON FACE OF DISK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0044 ***********************************************************************
 HU0044  DESIGNATION -  G 30
 HU0044  PID         -  HU0044
 HU0044  STATE/COUNTY-  DE/SUSSEX
 HU0044  COUNTRY     -  US
 HU0044  USGS QUAD   -  MISPILLION RIVER (2016)
 HU0044
 HU0044                         *CURRENT SURVEY CONTROL
 HU0044  ______________________________________________________________________
 HU0044* NAD 83(1986) POSITION- 38 55 54.     (N) 075 20 49.     (W)   SCALED
 HU0044* NAVD 88 ORTHO HEIGHT -     2.448 (meters)        8.03  (feet) ADJUSTED
 HU0044  ______________________________________________________________________
 HU0044  GEOID HEIGHT    -        -35.307 (meters)                     GEOID18
 HU0044  DYNAMIC HEIGHT  -          2.447 (meters)        8.03  (feet) COMP
 HU0044  MODELED GRAVITY -    980,047.9   (mgal)                       NAVD 88
 HU0044
 HU0044  VERT ORDER      -  FIRST     CLASS II
 HU0044
 HU0044.The horizontal coordinates were scaled from a map and have
 HU0044.an estimated accuracy of +/- 6 seconds.
 HU0044
 HU0044.The orthometric height was determined by differential leveling and
 HU0044.adjusted by the NATIONAL GEODETIC SURVEY
 HU0044.in January 2013.
 HU0044
 HU0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0044.GEOID18 height accuracy estimate available here.
 HU0044
 HU0044.Click photographs - Photos may exist for this station.
 HU0044
 HU0044.The dynamic height is computed by dividing the NAVD 88
 HU0044.geopotential number by the normal gravity value computed on the
 HU0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0044.degrees latitude (g = 980.6199 gals.).
 HU0044
 HU0044.The modeled gravity was interpolated from observed gravity values.
 HU0044
 HU0044;                    North         East    Units  Estimated Accuracy
 HU0044;SPC DE       -   103,420.      206,050.      MT  (+/- 180 meters Scaled)
 HU0044
 HU0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ699092(NAD 83)
 HU0044
 HU0044                          SUPERSEDED SURVEY CONTROL
 HU0044
 HU0044  NAVD 88 (06/15/91)    2.441  (m)            8.01   (f) SUPERSEDED  2 0
 HU0044  NGVD 29 (11/26/84)    2.681  (m)            8.80   (f) ADJUSTED    2 0
 HU0044
 HU0044.Superseded values are not recommended for survey control.
 HU0044
 HU0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0044.See file dsdata.pdf to determine how the superseded data were derived.
 HU0044
 HU0044_MARKER: DB = BENCH MARK DISK
 HU0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0044_STAMPING: G 30 1962
 HU0044_MARK LOGO: CGS
 HU0044_PROJECTION: PROJECTING 8 CENTIMETERS
 HU0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0044+STABILITY: SURFACE MOTION
 HU0044
 HU0044  HISTORY     - Date     Condition        Report By
 HU0044  HISTORY     - 1962     MONUMENTED       CGS
 HU0044  HISTORY     - 1981     GOOD             UDE
 HU0044  HISTORY     - 20120209 GOOD             DELCOS
 HU0044
 HU0044                          STATION DESCRIPTION
 HU0044
 HU0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0044'5.2 MI E FROM MILFORD.
 HU0044'5.2 MILES EAST ALONG STATE HIGHWAY 36 FROM THE PENNSYLVANIA
 HU0044'RAILROAD STATION AT MILFORD, 95 FEET NORTH OF AND ACROSS HIGHWAY
 HU0044'FROM A TWO STORIED FARM HOUSE, 37 FEET NORTHWEST OF THE CENTERLINE
 HU0044'OF A DIRT ROAD LEADING NORTHEAST, 26 FEET NORTHEAST OF THE
 HU0044'CENTERLINE OF STATE HIGHWAY 36, 15 FEET NORTHWEST OF A FENCE
 HU0044'CORNER, 1.5 FEET SOUTHWEST OF THE FENCE LINE, 2 FEET SOUTHEAST
 HU0044'OF A WOODEN WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.  SET
 HU0044'IN A CONCRETE POST PROJECTING THREE INCHES ABOVE THE GROUND.
 HU0044
 HU0044                          STATION RECOVERY (1981)
 HU0044
 HU0044'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0044'RECOVERED IN GOOD CONDITION.
 HU0044
 HU0044                          STATION RECOVERY (2012)
 HU0044
 HU0044'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0044'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0788 ***********************************************************************
 HU0788  DESIGNATION -  G 34
 HU0788  PID         -  HU0788
 HU0788  STATE/COUNTY-  DE/SUSSEX
 HU0788  COUNTRY     -  US
 HU0788  USGS QUAD   -  LAUREL (2016)
 HU0788
 HU0788                         *CURRENT SURVEY CONTROL
 HU0788  ______________________________________________________________________
 HU0788* NAD 83(1986) POSITION- 38 32 52.7    (N) 075 34 18.3    (W)   HD_HELD2
 HU0788* NAVD 88 ORTHO HEIGHT -     8.502 (meters)       27.89  (feet) ADJUSTED
 HU0788  ______________________________________________________________________
 HU0788  GEOID HEIGHT    -        -35.673 (meters)                     GEOID18
 HU0788  DYNAMIC HEIGHT  -          8.496 (meters)       27.87  (feet) COMP
 HU0788  MODELED GRAVITY -    980,014.1   (mgal)                       NAVD 88
 HU0788
 HU0788  VERT ORDER      -  FIRST     CLASS I
 HU0788
 HU0788.The horizontal coordinates were established by autonomous hand held GPS
 HU0788.observations and have an estimated accuracy of +/- 10 meters.
 HU0788
 HU0788.The orthometric height was determined by differential leveling and
 HU0788.adjusted by the NATIONAL GEODETIC SURVEY
 HU0788.in June 1991.
 HU0788
 HU0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0788.GEOID18 height accuracy estimate available here.
 HU0788
 HU0788.Click photographs - Photos may exist for this station.
 HU0788
 HU0788.The dynamic height is computed by dividing the NAVD 88
 HU0788.geopotential number by the normal gravity value computed on the
 HU0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0788.degrees latitude (g = 980.6199 gals.).
 HU0788
 HU0788.The modeled gravity was interpolated from observed gravity values.
 HU0788
 HU0788;                    North         East    Units  Estimated Accuracy
 HU0788;SPC DE       -    60,837.      186,481.      MT  (+/- 10 meters HH2 GPS)
 HU0788
 HU0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5017766771(NAD 83)
 HU0788
 HU0788                          SUPERSEDED SURVEY CONTROL
 HU0788
 HU0788  NGVD 29 (11/26/84)    8.751  (m)           28.71   (f) ADJUSTED    1 1
 HU0788
 HU0788.Superseded values are not recommended for survey control.
 HU0788
 HU0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0788.See file dsdata.pdf to determine how the superseded data were derived.
 HU0788
 HU0788_MARKER: DB = BENCH MARK DISK
 HU0788_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HU0788_STAMPING: G 34 1963
 HU0788_MARK LOGO: CGS
 HU0788_PROJECTION: FLUSH
 HU0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0788_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0788+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1990
 HU0788_ROD/PIPE-DEPTH: 24.4 meters
 HU0788
 HU0788  HISTORY     - Date     Condition        Report By
 HU0788  HISTORY     - 1963     MONUMENTED       CGS
 HU0788  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0788  HISTORY     - 19901030 GOOD             NGS
 HU0788
 HU0788                          STATION DESCRIPTION
 HU0788
 HU0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0788'0.6 MI S FROM LAUREL.
 HU0788'0.55 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0788'AT LAUREL, AT MILEPOST 91, 20.5 FEET EAST OF EAST RAIL, 133 FEET
 HU0788'NORTHEAST AND ACROSS TRACK FROM MILEPOST 91, 3 FEET SOUTH OF A
 HU0788'TELEPHONE POLE, 1.5 FEET NORTH OF A STEEL WITNESS POST, 2 FEET
 HU0788'ABOVE LEVEL OF TRACK, AND IS A DISK ON A COPPER COATED STEEL ROD
 HU0788'FLUSH WITH GROUND AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS
 HU0788'4 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 80 FEET.
 HU0788
 HU0788                          STATION RECOVERY (1981)
 HU0788
 HU0788'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0788'MARK NOT FOUND.
 HU0788
 HU0788                          STATION RECOVERY (1990)
 HU0788
 HU0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0788'0.9 KM (0.6 MI) SOUTHERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 HU0788'OF MECHANIC STREET IN LAUREL, 35.4 M (116.1 FT) NORTH OF UNDERGROUND
 HU0788'CABLE WARNING POST NUMBER 738, 6.2 M (20.3 FT) EAST OF AND LEVEL WITH
 HU0788'THE NEAR RAIL, 0.9 M (3.0 FT) SOUTH OF A CUT OFF UTILITY POLE THAT
 HU0788'PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE, AND 0.4 M (1.3 FT)
 HU0788'NORTH OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 6-INCH TILE
 HU0788'PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1360 ***********************************************************************
 JU1360  DESIGNATION -  G 36
 JU1360  PID         -  JU1360
 JU1360  STATE/COUNTY-  DE/KENT
 JU1360  COUNTRY     -  US
 JU1360  USGS QUAD   -  WYOMING (2016)
 JU1360
 JU1360                         *CURRENT SURVEY CONTROL
 JU1360  ______________________________________________________________________
 JU1360* NAD 83(1986) POSITION- 39 05 38.51   (N) 075 30 18.63   (W)   HD_HELD1
 JU1360* NAVD 88 ORTHO HEIGHT -     7.593 (meters)       24.91  (feet) ADJUSTED
 JU1360  ______________________________________________________________________
 JU1360  GEOID HEIGHT    -        -34.662 (meters)                     GEOID18
 JU1360  DYNAMIC HEIGHT  -          7.588 (meters)       24.90  (feet) COMP
 JU1360  MODELED GRAVITY -    980,072.9   (mgal)                       NAVD 88
 JU1360
 JU1360  VERT ORDER      -  FIRST     CLASS I
 JU1360
 JU1360.The horizontal coordinates were determined by differentially corrected
 JU1360.hand held GPS observations or other comparable positioning techniques
 JU1360.and have an estimated accuracy of +/- 3 meters.
 JU1360
 JU1360.The orthometric height was determined by differential leveling and
 JU1360.adjusted by the NATIONAL GEODETIC SURVEY
 JU1360.in June 1991.
 JU1360
 JU1360.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1360.GEOID18 height accuracy estimate available here.
 JU1360
 JU1360.Click photographs - Photos may exist for this station.
 JU1360
 JU1360.The dynamic height is computed by dividing the NAVD 88
 JU1360.geopotential number by the normal gravity value computed on the
 JU1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1360.degrees latitude (g = 980.6199 gals.).
 JU1360
 JU1360.The modeled gravity was interpolated from observed gravity values.
 JU1360
 JU1360;                    North         East    Units  Estimated Accuracy
 JU1360;SPC DE       -   121,448.0     192,343.0     MT  (+/- 3 meters HH1 GPS) 
 JU1360
 JU1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5631327332(NAD 83)
 JU1360
 JU1360                          SUPERSEDED SURVEY CONTROL
 JU1360
 JU1360  NGVD 29 (11/26/84)    7.830  (m)           25.69   (f) ADJUSTED    1 1
 JU1360
 JU1360.Superseded values are not recommended for survey control.
 JU1360
 JU1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1360.See file dsdata.pdf to determine how the superseded data were derived.
 JU1360
 JU1360_MARKER: DB = BENCH MARK DISK
 JU1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1360_STAMPING: G 36 1963
 JU1360_MARK LOGO: CGS
 JU1360_PROJECTION: PROJECTING 5 CENTIMETERS
 JU1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1360+STABILITY: SURFACE MOTION
 JU1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1360+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2019
 JU1360
 JU1360  HISTORY     - Date     Condition        Report By
 JU1360  HISTORY     - 1963     MONUMENTED       CGS
 JU1360  HISTORY     - 1981     GOOD             UDE
 JU1360  HISTORY     - 19910701 MARK NOT FOUND   USGS
 JU1360  HISTORY     - 20100130 GOOD             BECMOR
 JU1360  HISTORY     - 20111129 GOOD             DELCOS
 JU1360  HISTORY     - 20190620 GOOD             USPSQD
 JU1360
 JU1360                          STATION DESCRIPTION
 JU1360
 JU1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1360'2.1 MI NW FROM MAGNOLIA.
 JU1360'2.1 MILES NORTHWEST ALONG U.S. HIGHWAY 113 A FROM THE POST OFFICE
 JU1360'AT MAGNOLIA, AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST,
 JU1360'83.5 FEET EAST OF CENTER OF THE JUNCTION, 29 FEET NORTHEAST OF
 JU1360'CENTERLINE OF THE HIGHWAY, 2 1/2 FEET SOUTHEAST OF POWER POLE
 JU1360'79-48, 1.5 FEET NORTHWEST OF A STEEL WITNESS POST, 1 FOOT BELOW
 JU1360'LEVEL OF HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU1360'2 INCHES.  NOTE-- THIS MARK MAY ALSO BE REACHED BY GOING 2.55
 JU1360'MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE CAESAR RODNEY
 JU1360'SCHOOL AT CAMDEN, THENCE 0.35 MILE SOUTHEAST ALONG U.S. HIGHWAY
 JU1360'113 A.
 JU1360
 JU1360                          STATION RECOVERY (1981)
 JU1360
 JU1360'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1360'NO WITNESS POST ANY MORE.
 JU1360
 JU1360                          STATION RECOVERY (1991)
 JU1360
 JU1360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1360'MARK NOT FOUND.
 JU1360
 JU1360                          STATION RECOVERY (2010)
 JU1360
 JU1360'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1360'RECOVERED IN GOOD CONDITION.
 JU1360
 JU1360                          STATION RECOVERY (2011)
 JU1360
 JU1360'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 JU1360'3.5 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 49698/19653,
 JU1360'ROAD(LOCUST GROVE RD) LEADING NORTHEAST IS NOW PAVED
 JU1360
 JU1360                          STATION RECOVERY (2019)
 JU1360
 JU1360'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 JU1360'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1352 ***********************************************************************
 JU1352  DESIGNATION -  G 37
 JU1352  PID         -  JU1352
 JU1352  STATE/COUNTY-  DE/KENT
 JU1352  COUNTRY     -  US
 JU1352  USGS QUAD   -  SMYRNA (2016)
 JU1352
 JU1352                         *CURRENT SURVEY CONTROL
 JU1352  ______________________________________________________________________
 JU1352* NAD 83(1986) POSITION- 39 18 17.17   (N) 075 31 55.48   (W)   HD_HELD1
 JU1352* NAVD 88 ORTHO HEIGHT -     5.368 (meters)       17.61  (feet) ADJUSTED
 JU1352  ______________________________________________________________________
 JU1352  GEOID HEIGHT    -        -33.926 (meters)                     GEOID18
 JU1352  DYNAMIC HEIGHT  -          5.365 (meters)       17.60  (feet) COMP
 JU1352  MODELED GRAVITY -    980,109.4   (mgal)                       NAVD 88
 JU1352
 JU1352  VERT ORDER      -  FIRST     CLASS II
 JU1352
 JU1352.The horizontal coordinates were determined by differentially corrected
 JU1352.hand held GPS observations or other comparable positioning techniques
 JU1352.and have an estimated accuracy of +/- 3 meters.
 JU1352
 JU1352.The orthometric height was determined by differential leveling and
 JU1352.adjusted by the NATIONAL GEODETIC SURVEY
 JU1352.in January 2013.
 JU1352
 JU1352.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1352.GEOID18 height accuracy estimate available here.
 JU1352
 JU1352.Click photographs - Photos may exist for this station.
 JU1352
 JU1352.The dynamic height is computed by dividing the NAVD 88
 JU1352.geopotential number by the normal gravity value computed on the
 JU1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1352.degrees latitude (g = 980.6199 gals.).
 JU1352
 JU1352.The modeled gravity was interpolated from observed gravity values.
 JU1352
 JU1352;                    North         East    Units  Estimated Accuracy
 JU1352;SPC DE       -   144,846.6     190,045.4     MT  (+/- 3 meters HH1 GPS) 
 JU1352
 JU1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5412450732(NAD 83)
 JU1352
 JU1352                          SUPERSEDED SURVEY CONTROL
 JU1352
 JU1352  NAVD 88 (06/15/91)    5.359  (m)           17.58   (f) SUPERSEDED  1 1
 JU1352  NGVD 29 (11/26/84)    5.598  (m)           18.37   (f) ADJUSTED    1 1
 JU1352
 JU1352.Superseded values are not recommended for survey control.
 JU1352
 JU1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1352.See file dsdata.pdf to determine how the superseded data were derived.
 JU1352
 JU1352_MARKER: DB = BENCH MARK DISK
 JU1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1352_STAMPING: G 37 1963
 JU1352_MARK LOGO: CGS
 JU1352_PROJECTION: FLUSH
 JU1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1352+STABILITY: SURFACE MOTION
 JU1352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1352+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2011
 JU1352
 JU1352  HISTORY     - Date     Condition        Report By
 JU1352  HISTORY     - 1963     MONUMENTED       CGS
 JU1352  HISTORY     - 1981     GOOD             UDE
 JU1352  HISTORY     - 1989     GOOD             USPSQD
 JU1352  HISTORY     - 20010927 GOOD             USPSQD
 JU1352  HISTORY     - 20081007 GOOD             DEDT
 JU1352  HISTORY     - 20081008 GOOD             OPUS
 JU1352  HISTORY     - 20100124 GOOD             BECMOR
 JU1352  HISTORY     - 20110131 GOOD             USFWS
 JU1352  HISTORY     - 20110604 GOOD             GEOCAC
 JU1352
 JU1352                          STATION DESCRIPTION
 JU1352
 JU1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1352'4.1 MI E FROM SMYRNA.
 JU1352'4.1 MILES EAST ALONG STATE HIGHWAY 6 FROM THE INTERSECTION OF
 JU1352'U.S. HIGHWAY 13 AT SMYRNA, AT A Y INTERSECTION WITH ROADS LEADING
 JU1352'WEST AND SOUTHEAST AND NORTHEAST, 227 FEET SOUTHEAST OF CENTER OF
 JU1352'THE INTERSECTION, 30 FEET NORTH OF CENTER LINE OF ROAD SOUTHEAST,
 JU1352'29 FEET SOUTH OF CENTER LINE OF THE HIGHWAY, 2 1/2 FEET EAST OF
 JU1352'A BRACE POLE, 1.5 FEET WEST OF A STEEL WITNESS POST, ABOUT LEVEL
 JU1352'WITH HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JU1352'INCHES.
 JU1352
 JU1352                          STATION RECOVERY (1981)
 JU1352
 JU1352'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1352'RECOVERED IN GOOD CONDITION.
 JU1352
 JU1352                          STATION RECOVERY (1989)
 JU1352
 JU1352'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDW)
 JU1352'RECOVERED IN GOOD CONDITION.
 JU1352
 JU1352                          STATION RECOVERY (2001)
 JU1352
 JU1352'RECOVERY NOTE BY US POWER SQUADRON 2001 (GB)
 JU1352'RECOVERED IN GOOD CONDITION.
 JU1352
 JU1352                          STATION RECOVERY (2008)
 JU1352
 JU1352'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 JU1352'REFERENCED UN-NAMED ROAD IS RD.323 (HAWKEY BRANCH RD)
 JU1352'REFERENCED BRACE POLE NUMBER IS DEC 73924/JS1-87S
 JU1352'POINT IS LOCATED ON THE SOUTHERLY SIDE OF RT.6
 JU1352
 JU1352                          STATION RECOVERY (2008)
 JU1352
 JU1352'RECOVERY NOTE BY OPUS SHARED SOLUTIONS 2008 (OPS)
 JU1352'THE MARK IS FOUND ABOUT 5.6 MI (9.0 KM) EAST OF CLAYTON, 4.5 MI (7.2
 JU1352'KM) NORTH OF LEIPSIC AND 3.9 MI (6.3 KM) EAST OF SMYRNA.
 JU1352'
 JU1352'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 13 AT SMYRNA
 JU1352'AND STATE ROUTE 6, GO 4.1 MILES EAST ALONG STATE HIGHWAY 6 TO A Y
 JU1352'INTERSECTION WITH ROADS LEADING WEST AND SOUTHEAST AND NORTHEAST. THE
 JU1352'MARK IS FOUND 227 FEET SOUTHEAST OF CENTER OF THE INTERSECTION, 30
 JU1352'FEET NORTH OF CENTER LINE OF HAWKEY BRANCH ROAD, 29 FEET SOUTH OF
 JU1352'CENTER LINE OF THE HIGHWAY.
 JU1352
 JU1352                          STATION RECOVERY (2010)
 JU1352
 JU1352'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1352'RECOVERED IN GOOD CONDITION.
 JU1352
 JU1352                          STATION RECOVERY (2011)
 JU1352
 JU1352'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2011 (MJH)
 JU1352'RECOVERED AS DESCRIBED.
 JU1352
 JU1352                          STATION RECOVERY (2011)
 JU1352
 JU1352'RECOVERY NOTE BY GEOCACHING 2011 (MFM)
 JU1352'RECOVERED AS DESCRIBED.
 JU1352'
 JU1352'SR6 IS ALSO KNOWN AS WOODLAND BEACH RD, ROAD LEADING SOUTHEAST IS
 JU1352'KNOWN AS HAWKEY BRANCH RD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1934 ***********************************************************************
 JU1934  DESIGNATION -  G 38
 JU1934  PID         -  JU1934
 JU1934  STATE/COUNTY-  DE/NEW CASTLE
 JU1934  COUNTRY     -  US
 JU1934  USGS QUAD   -  SAINT GEORGES (2016)
 JU1934
 JU1934                         *CURRENT SURVEY CONTROL
 JU1934  ______________________________________________________________________
 JU1934* NAD 83(1986) POSITION- 39 31 15.     (N) 075 42 29.     (W)   SCALED
 JU1934* NAVD 88 ORTHO HEIGHT -    15.540 (meters)       50.98  (feet) ADJUSTED
 JU1934  ______________________________________________________________________
 JU1934  GEOID HEIGHT    -        -33.368 (meters)                     GEOID18
 JU1934  DYNAMIC HEIGHT  -         15.532 (meters)       50.96  (feet) COMP
 JU1934  MODELED GRAVITY -    980,131.7   (mgal)                       NAVD 88
 JU1934
 JU1934  VERT ORDER      -  FIRST     CLASS I
 JU1934
 JU1934.The horizontal coordinates were scaled from a map and have
 JU1934.an estimated accuracy of +/- 6 seconds.
 JU1934
 JU1934.The orthometric height was determined by differential leveling and
 JU1934.adjusted by the NATIONAL GEODETIC SURVEY
 JU1934.in June 1991.
 JU1934
 JU1934.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1934.GEOID18 height accuracy estimate available here.
 JU1934
 JU1934.Click photographs - Photos may exist for this station.
 JU1934
 JU1934.The dynamic height is computed by dividing the NAVD 88
 JU1934.geopotential number by the normal gravity value computed on the
 JU1934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1934.degrees latitude (g = 980.6199 gals.).
 JU1934
 JU1934.The modeled gravity was interpolated from observed gravity values.
 JU1934
 JU1934;                    North         East    Units  Estimated Accuracy
 JU1934;SPC DE       -   168,870.      174,940.      MT  (+/- 180 meters Scaled)
 JU1934
 JU1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ391748(NAD 83)
 JU1934
 JU1934                          SUPERSEDED SURVEY CONTROL
 JU1934
 JU1934  NGVD 29 (11/26/84)   15.780  (m)           51.77   (f) ADJUSTED    1 1
 JU1934
 JU1934.Superseded values are not recommended for survey control.
 JU1934
 JU1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1934.See file dsdata.pdf to determine how the superseded data were derived.
 JU1934
 JU1934_MARKER: DB = BENCH MARK DISK
 JU1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1934_STAMPING: G 38 1963
 JU1934_MARK LOGO: CGS
 JU1934_PROJECTION: PROJECTING 5 CENTIMETERS
 JU1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1934+STABILITY: SURFACE MOTION
 JU1934
 JU1934  HISTORY     - Date     Condition        Report By
 JU1934  HISTORY     - 1963     MONUMENTED       CGS
 JU1934  HISTORY     - 1981     GOOD             UDE
 JU1934  HISTORY     - 20000305 GOOD             USPSQD
 JU1934
 JU1934                          STATION DESCRIPTION
 JU1934
 JU1934'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1934'3.5 MI S FROM KIRKWOOD.
 JU1934'3.5 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1934'CROSSING OF STATE HIGHWAY 71 AT KIRKWOOD, ABOUT 0.1 MILE NORTH
 JU1934'OF MILEPOST 20, AT A DIM WOODS ROAD CROSSING, 73 1/2 FEET
 JU1934'NORTHEAST OF SIGNAL TOWER D 198, 63.5 FEET NORTHEAST OF CENTER
 JU1934'OF THE CROSSING, 43 FEET EAST OF EAST RAIL, 1.5 FEET NORTH OF A
 JU1934'STEEL WITNESS POST, 1 FOOT BELOW LEVEL OF TRACK, AND SET IN THE
 JU1934'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JU1934
 JU1934                          STATION RECOVERY (1981)
 JU1934
 JU1934'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1934'RECOVERED IN GOOD CONDITION.
 JU1934
 JU1934                          STATION RECOVERY (2000)
 JU1934
 JU1934'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU1934'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1370 ***********************************************************************
 JU1370  DESIGNATION -  G 39
 JU1370  PID         -  JU1370
 JU1370  STATE/COUNTY-  DE/NEW CASTLE
 JU1370  COUNTRY     -  US
 JU1370  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1370
 JU1370                         *CURRENT SURVEY CONTROL
 JU1370  ______________________________________________________________________
 JU1370* NAD 83(1986) POSITION- 39 44 51.     (N) 075 31 19.     (W)   SCALED
 JU1370* NAVD 88 ORTHO HEIGHT -     5.167 (meters)       16.95  (feet) ADJUSTED
 JU1370  ______________________________________________________________________
 JU1370  GEOID HEIGHT    -        -32.948 (meters)                     GEOID18
 JU1370  DYNAMIC HEIGHT  -          5.164 (meters)       16.94  (feet) COMP
 JU1370  MODELED GRAVITY -    980,175.1   (mgal)                       NAVD 88
 JU1370
 JU1370  VERT ORDER      -  FIRST     CLASS I
 JU1370
 JU1370.The horizontal coordinates were scaled from a map and have
 JU1370.an estimated accuracy of +/- 6 seconds.
 JU1370
 JU1370.The orthometric height was determined by differential leveling and
 JU1370.adjusted by the NATIONAL GEODETIC SURVEY
 JU1370.in June 1991.
 JU1370
 JU1370.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1370.GEOID18 height accuracy estimate available here.
 JU1370
 JU1370.Click photographs - Photos may exist for this station.
 JU1370
 JU1370.The dynamic height is computed by dividing the NAVD 88
 JU1370.geopotential number by the normal gravity value computed on the
 JU1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1370.degrees latitude (g = 980.6199 gals.).
 JU1370
 JU1370.The modeled gravity was interpolated from observed gravity values.
 JU1370
 JU1370;                    North         East    Units  Estimated Accuracy
 JU1370;SPC DE       -   194,000.      190,980.      MT  (+/- 180 meters Scaled)
 JU1370
 JU1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ552998(NAD 83)
 JU1370
 JU1370                          SUPERSEDED SURVEY CONTROL
 JU1370
 JU1370  NGVD 29 (01/10/92)    5.431  (m)           17.82   (f) ADJUSTED    1 1
 JU1370  NGVD 29 (??/??/87)    5.423  (m)           17.79   (f) SUPERSEDED  1 1
 JU1370
 JU1370.Superseded values are not recommended for survey control.
 JU1370
 JU1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1370.See file dsdata.pdf to determine how the superseded data were derived.
 JU1370
 JU1370_MARKER: DB = BENCH MARK DISK
 JU1370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1370_SP_SET: TOWER SUPPORT BASE
 JU1370_STAMPING: G 39 1963
 JU1370_MARK LOGO: CGS
 JU1370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1370
 JU1370  HISTORY     - Date     Condition        Report By
 JU1370  HISTORY     - 1963     MONUMENTED       CGS
 JU1370  HISTORY     - 1964     GOOD             CGS
 JU1370  HISTORY     - 1979     GOOD             NGS
 JU1370  HISTORY     - 19891211 MARK NOT FOUND   USGS
 JU1370
 JU1370                          STATION DESCRIPTION
 JU1370
 JU1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1370'AT WILMINGTON.
 JU1370'AT WILMINGTON, 1.0 MILE SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD
 JU1370'FROM THE OVERPASS OF EDGEMOOR ROAD OVER THE TRACK, 2.0 MILE
 JU1370'EAST AND NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1370'STATION AT WILMINGTON, AT MILEPOST 25, 105 FEET SOUTH AND ACROSS
 JU1370'TRACK FROM MILEPOST, 120 FEET SOUTHWEST OF SOUTHWEST EDGE OF
 JU1370'OVERHEAD WALKWAY TO THE PENNSYLVANIA RAILROAD MACHINE SHOP, SET
 JU1370'ON TOP OF THE NORTH CORNER OF A 4-FOOT BY 4-FOOT CONCRETE BASE
 JU1370'FOR TOWER SUPPORTING OVERHEAD WIRES, 6.5 FEET SOUTHEAST OF
 JU1370'SOUTHEAST RAIL OF SOUTHEASTERNMOST TRACK, AND 1 FOOT ABOVE LEVEL
 JU1370'OF TRACK.
 JU1370
 JU1370                          STATION RECOVERY (1979)
 JU1370
 JU1370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1370'RECOVERED IN GOOD CONDITION.
 JU1370
 JU1370                          STATION RECOVERY (1989)
 JU1370
 JU1370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989
 JU1370'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0755 ***********************************************************************
 HU0755  DESIGNATION -  G 4
 HU0755  PID         -  HU0755
 HU0755  STATE/COUNTY-  DE/SUSSEX
 HU0755  COUNTRY     -  US
 HU0755  USGS QUAD   -  SEAFORD EAST (2016)
 HU0755
 HU0755                         *CURRENT SURVEY CONTROL
 HU0755  ______________________________________________________________________
 HU0755* NAD 83(1986) POSITION- 38 44 31.     (N) 075 36 22.     (W)   SCALED
 HU0755* NAVD 88 ORTHO HEIGHT -    13.313 (meters)       43.68  (feet) ADJUSTED
 HU0755  ______________________________________________________________________
 HU0755  GEOID HEIGHT    -        -35.463 (meters)                     GEOID18
 HU0755  DYNAMIC HEIGHT  -         13.305 (meters)       43.65  (feet) COMP
 HU0755  MODELED GRAVITY -    980,025.3   (mgal)                       NAVD 88
 HU0755
 HU0755  VERT ORDER      -  FIRST     CLASS II
 HU0755
 HU0755.The horizontal coordinates were scaled from a map and have
 HU0755.an estimated accuracy of +/- 6 seconds.
 HU0755
 HU0755.The orthometric height was determined by differential leveling and
 HU0755.adjusted by the NATIONAL GEODETIC SURVEY
 HU0755.in June 1991.
 HU0755
 HU0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0755.GEOID18 height accuracy estimate available here.
 HU0755
 HU0755.Click photographs - Photos may exist for this station.
 HU0755
 HU0755.The dynamic height is computed by dividing the NAVD 88
 HU0755.geopotential number by the normal gravity value computed on the
 HU0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0755.degrees latitude (g = 980.6199 gals.).
 HU0755
 HU0755.The modeled gravity was interpolated from observed gravity values.
 HU0755
 HU0755;                    North         East    Units  Estimated Accuracy
 HU0755;SPC DE       -    82,380.      183,530.      MT  (+/- 180 meters Scaled)
 HU0755
 HU0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH473883(NAD 83)
 HU0755
 HU0755                          SUPERSEDED SURVEY CONTROL
 HU0755
 HU0755  NGVD 29 (11/26/84)   13.560  (m)           44.49   (f) ADJUSTED    1 2
 HU0755
 HU0755.Superseded values are not recommended for survey control.
 HU0755
 HU0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0755.See file dsdata.pdf to determine how the superseded data were derived.
 HU0755
 HU0755_MARKER: DB = BENCH MARK DISK
 HU0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0755_STAMPING: G 4 1935
 HU0755_MARK LOGO: CGS
 HU0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0755+STABILITY: SURFACE MOTION
 HU0755
 HU0755  HISTORY     - Date     Condition        Report By
 HU0755  HISTORY     - 1935     MONUMENTED       CGS
 HU0755  HISTORY     - 1955     POOR             CGS
 HU0755  HISTORY     - 1963     MARK NOT FOUND   CGS
 HU0755  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0755  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0755
 HU0755                          STATION DESCRIPTION
 HU0755
 HU0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HU0755'AT BRIDGEVILLE.
 HU0755'AT BRIDGEVILLE, SUSSEX COUNTY, 220 FEET NORTH OF THE PENNSYLVANIA
 HU0755'RAILROAD STATION, 150 FEET NORTH OF A ROAD CROSSING, 21 FEET WEST
 HU0755'OF THE CENTERLINE OF THE SOUTH-BOUND TRACK, AND ABOUT 1 FOOT
 HU0755'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED G 4 1935 AND SET
 HU0755'IN THE TOP OF A CONCRETE POST.
 HU0755
 HU0755                          STATION RECOVERY (1963)
 HU0755
 HU0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HU0755'MARK NOT FOUND.
 HU0755
 HU0755                          STATION RECOVERY (1981)
 HU0755
 HU0755'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0755'MARK NOT FOUND.
 HU0755
 HU0755                          STATION RECOVERY (2013)
 HU0755
 HU0755'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0755'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1803 ***********************************************************************
 JU1803  DESIGNATION -  G 40
 JU1803  PID         -  JU1803
 JU1803  STATE/COUNTY-  DE/NEW CASTLE
 JU1803  COUNTRY     -  US
 JU1803  USGS QUAD   -  DELAWARE CITY (2016)
 JU1803
 JU1803                         *CURRENT SURVEY CONTROL
 JU1803  ______________________________________________________________________
 JU1803* NAD 83(1986) POSITION- 39 33 41.     (N) 075 34 15.     (W)   SCALED
 JU1803* NAVD 88 ORTHO HEIGHT -     4.117 (meters)       13.51  (feet) ADJUSTED
 JU1803  ______________________________________________________________________
 JU1803  GEOID HEIGHT    -        -33.419 (meters)                     GEOID18
 JU1803  DYNAMIC HEIGHT  -          4.115 (meters)       13.50  (feet) COMP
 JU1803  MODELED GRAVITY -    980,127.8   (mgal)                       NAVD 88
 JU1803
 JU1803  VERT ORDER      -  FIRST     CLASS I
 JU1803
 JU1803.The horizontal coordinates were scaled from a map and have
 JU1803.an estimated accuracy of +/- 6 seconds.
 JU1803
 JU1803.The orthometric height was determined by differential leveling and
 JU1803.adjusted by the NATIONAL GEODETIC SURVEY
 JU1803.in June 1991.
 JU1803
 JU1803.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1803.GEOID18 height accuracy estimate available here.
 JU1803
 JU1803.Click photographs - Photos may exist for this station.
 JU1803
 JU1803.The dynamic height is computed by dividing the NAVD 88
 JU1803.geopotential number by the normal gravity value computed on the
 JU1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1803.degrees latitude (g = 980.6199 gals.).
 JU1803
 JU1803.The modeled gravity was interpolated from observed gravity values.
 JU1803
 JU1803;                    North         East    Units  Estimated Accuracy
 JU1803;SPC DE       -   173,340.      186,750.      MT  (+/- 180 meters Scaled)
 JU1803
 JU1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ509792(NAD 83)
 JU1803
 JU1803                          SUPERSEDED SURVEY CONTROL
 JU1803
 JU1803  NGVD 29 (01/10/92)    4.458  (m)           14.63   (f) ADJUSTED    1 1
 JU1803  NGVD 29 (??/??/87)    4.458  (m)           14.63   (f) SUPERSEDED  1 1
 JU1803
 JU1803.Superseded values are not recommended for survey control.
 JU1803
 JU1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1803.See file dsdata.pdf to determine how the superseded data were derived.
 JU1803
 JU1803_MARKER: DB = BENCH MARK DISK
 JU1803_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JU1803+WITH SETTING: INTO GROUND
 JU1803_STAMPING: G 40 1971
 JU1803_MARK LOGO: CGS
 JU1803_PROJECTION: PROJECTING 8 CENTIMETERS
 JU1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1803+STABILITY: SURFACE MOTION
 JU1803
 JU1803  HISTORY     - Date     Condition        Report By
 JU1803  HISTORY     - 1971     MONUMENTED       NGS
 JU1803  HISTORY     - 1979     GOOD             NGS
 JU1803  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 JU1803  HISTORY     - 19891030 MARK NOT FOUND   USGS
 JU1803  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1803
 JU1803                          STATION DESCRIPTION
 JU1803
 JU1803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JU1803'0.6 MI E FROM REEDY POINT.
 JU1803'ABOUT 0.65 MILE EAST ALONG A GRAVEL ROAD ALONG THE NORTH SIDE
 JU1803'OF THE CHESAPEAKE AND DELAWARE CANAL FROM ST. HIGHWAY 9 BRIDGE
 JU1803'OVER THE CANAL AT REEDY POINT, ALONG THE 2ND LEVEL OF THE LEVEE
 JU1803'ROAD ALONG THE NORTH SIDE OF THE CANAL, 136 FEET NORTHWEST OF
 JU1803'AND ACROSS THE GRAVEL ROAD FROM THE NORTHWEST CORNER OF THE
 JU1803'USE RADIO STATION (A SMALL BUILDING), 140 FEET NORTH OF AND
 JU1803'ACROSS A GRAVEL ROAD FROM A FLAGPOLE, 120 FEET NORTH OF THE
 JU1803'CENTER LINE OF THE ROAD, ABOUT 4 FEET SOUTH OF THE BOTTOM OF
 JU1803'THE 3RD LEVEL OF THE LEVEE, 139 FEET NORTHEAST OF AND ACROSS
 JU1803'THE ROAD FROM BENCH MARK 4-70 (USE) DESCRIBED, 0.9 FT. EAST OF
 JU1803'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE
 JU1803'TOP OF A 4 FOOT COPPER COATED ROD THAT IS ATTACHED TO A METAL
 JU1803'BASE PLATE.  THE DISK PROJECTS 1 INCH ABOVE THE LEVEL OF THE
 JU1803'GROUND AND ENCASED IN A 6 INCH STEEL PIPE THAT PROJECTS 3 INCHES
 JU1803'ABOVE THE LEVEL OF THE GROUND.
 JU1803
 JU1803                          STATION RECOVERY (1979)
 JU1803
 JU1803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1803'163 FEET WEST NORTHWEST OF THE NORTHWEST CORNER OF AN 8 FOOT CHAIN
 JU1803'LINK FENCE AROUND A CAMERA TOWER AND A TRANSMISSION TOWER.
 JU1803
 JU1803                          STATION RECOVERY (1983)
 JU1803
 JU1803'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU1803'MARK NOT FOUND.
 JU1803
 JU1803                          STATION RECOVERY (1989)
 JU1803
 JU1803'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989
 JU1803'MARK NOT FOUND.
 JU1803
 JU1803                          STATION RECOVERY (2013)
 JU1803
 JU1803'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1803'ROAD IS NOW BLOCKED BY A GATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2198 ***********************************************************************
 JU2198  DESIGNATION -  G 41
 JU2198  PID         -  JU2198
 JU2198  STATE/COUNTY-  DE/NEW CASTLE
 JU2198  COUNTRY     -  US
 JU2198  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2198
 JU2198                         *CURRENT SURVEY CONTROL
 JU2198  ______________________________________________________________________
 JU2198* NAD 83(1986) POSITION- 39 40 52.7    (N) 075 35 24.5    (W)   HD_HELD2
 JU2198* NAVD 88 ORTHO HEIGHT -    21.911 (meters)       71.89  (feet) ADJUSTED
 JU2198  ______________________________________________________________________
 JU2198  GEOID HEIGHT    -        -33.038 (meters)                     GEOID18
 JU2198  DYNAMIC HEIGHT  -         21.901 (meters)       71.85  (feet) COMP
 JU2198  MODELED GRAVITY -    980,164.9   (mgal)                       NAVD 88
 JU2198
 JU2198  VERT ORDER      -  FIRST     CLASS II
 JU2198
 JU2198.The horizontal coordinates were established by autonomous hand held GPS
 JU2198.observations and have an estimated accuracy of +/- 10 meters.
 JU2198
 JU2198.The orthometric height was determined by differential leveling and
 JU2198.adjusted by the NATIONAL GEODETIC SURVEY
 JU2198.in June 1991.
 JU2198
 JU2198.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2198.GEOID18 height accuracy estimate available here.
 JU2198
 JU2198.Click photographs - Photos may exist for this station.
 JU2198
 JU2198.The dynamic height is computed by dividing the NAVD 88
 JU2198.geopotential number by the normal gravity value computed on the
 JU2198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2198.degrees latitude (g = 980.6199 gals.).
 JU2198
 JU2198.The modeled gravity was interpolated from observed gravity values.
 JU2198
 JU2198;                    North         East    Units  Estimated Accuracy
 JU2198;SPC DE       -   186,659.      185,118.      MT  (+/- 10 meters HH2 GPS)
 JU2198
 JU2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4939292552(NAD 83)
 JU2198
 JU2198                          SUPERSEDED SURVEY CONTROL
 JU2198
 JU2198.No superseded survey control is available for this station.
 JU2198
 JU2198_MARKER: DV = VERTICAL CONTROL DISK
 JU2198_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2198_STAMPING: G 41 1979
 JU2198_MARK LOGO: NGS
 JU2198_PROJECTION: RECESSED 3 CENTIMETERS
 JU2198_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2198_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2198+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU2198_ROD/PIPE-DEPTH: 6.10 meters
 JU2198
 JU2198  HISTORY     - Date     Condition        Report By
 JU2198  HISTORY     - 1979     MONUMENTED       NGS
 JU2198  HISTORY     - 19910330 GOOD             USPSQD
 JU2198  HISTORY     - 20060703 GOOD             USPSQD
 JU2198  HISTORY     - 20080729 GOOD             UE
 JU2198  HISTORY     - 20130711 GOOD             DELCOS
 JU2198
 JU2198                          STATION DESCRIPTION
 JU2198
 JU2198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2198'IN WILMINGTON MANOR.
 JU2198'IN WILMINSTON MANOR, 0.05 MILE NORTHEAST ALONG U.S. HIGHWAYS 13 AND
 JU2198'40 FROM THE BRIDGE OVER HIGHWAY 13 AND 40 FOR STATE HIGHWAY 41 AND
 JU2198'401 IN WILMINSTON MANOR, IN TRIANGLE FORMED BY HIGHWAY 13 AND OR
 JU2198'RAMP FOR NORTHBOUND LANES OF STATE HIGHWAY 41, 26.5 FEET NORTHWEST
 JU2198'OF THE CURB FOR THE SOUTHBOUND LANES OF HIGHWAY 13, 4.2 FEET SOUTHEAST
 JU2198'OF THE CURB FOR THE ON-RAMP, 19.5 FEET NORTHEAST OF THE EDGE OF
 JU2198'PAVED AREA FOR (MILEX) PRECISION AUTO TUNE-UP, 7.0 FEET EAST-SOUTHEAST
 JU2198'OF STREET LAMP POLE E54.
 JU2198'THE MARK IS 1 FT ABOVE ON RAMP.
 JU2198
 JU2198                          STATION RECOVERY (1991)
 JU2198
 JU2198'RECOVERY NOTE BY US POWER SQUADRON 1991 (LR)
 JU2198'RECOVERED IN GOOD CONDITION.
 JU2198
 JU2198                          STATION RECOVERY (2006)
 JU2198
 JU2198'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 JU2198'REFERENCE LAMP POST HAS BEEN REMOVED.  STATION IS FLUSH WITH THE
 JU2198'GROUND.
 JU2198
 JU2198                          STATION RECOVERY (2008)
 JU2198
 JU2198'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 JU2198'DISK IS IN A DIRT/GRAVEL AREA BETWEEN THE PARKING LOT FOR MILEX AUTO
 JU2198'REPAIR AND THE REVERSE JUGHANDLE RAMP FROM ROUTE 40 WB ONTO ROUTE 202
 JU2198'SB. TRAFFIC IS APPARENTLY RUNNING OVER THE MONUMENT TO GET FROM THE
 JU2198'PARKING LOT TO THE RAMP. NO SLEEVE IS VISIBLE AND DIRT BENEATH THE
 JU2198'DISK IS ERODING. THE DISK MIGHT EVENTUALLY BREAK OFF FROM VEHICLE
 JU2198'TRAFFIC.
 JU2198
 JU2198                          STATION RECOVERY (2013)
 JU2198
 JU2198'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU2198'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DK6534 ***********************************************************************
 DK6534  DESIGNATION -  G 43
 DK6534  PID         -  DK6534
 DK6534  STATE/COUNTY-  DE/SUSSEX
 DK6534  COUNTRY     -  US
 DK6534  USGS QUAD   -  ELLENDALE (2016)
 DK6534
 DK6534                         *CURRENT SURVEY CONTROL
 DK6534  ______________________________________________________________________
 DK6534* NAD 83(1986) POSITION- 38 48 24.9    (N) 075 26 20.8    (W)   HD_HELD2
 DK6534* NAVD 88 ORTHO HEIGHT -    15.006 (meters)       49.23  (feet) ADJUSTED
 DK6534  ______________________________________________________________________
 DK6534  GEOID HEIGHT    -        -35.460 (meters)                     GEOID18
 DK6534  DYNAMIC HEIGHT  -         14.997 (meters)       49.20  (feet) COMP
 DK6534  MODELED GRAVITY -    980,033.2   (mgal)                       NAVD 88
 DK6534
 DK6534  VERT ORDER      -  SECOND    CLASS I
 DK6534
 DK6534.The horizontal coordinates were established by autonomous hand held GPS
 DK6534.observations and have an estimated accuracy of +/- 10 meters.
 DK6534
 DK6534.The orthometric height was determined by differential leveling and
 DK6534.adjusted by the NATIONAL GEODETIC SURVEY
 DK6534.in September 2008.
 DK6534
 DK6534.No vertical observational check was made to the station.
 DK6534
 DK6534.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6534.GEOID18 height accuracy estimate available here.
 DK6534
 DK6534.Click photographs - Photos may exist for this station.
 DK6534
 DK6534.The dynamic height is computed by dividing the NAVD 88
 DK6534.geopotential number by the normal gravity value computed on the
 DK6534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6534.degrees latitude (g = 980.6199 gals.).
 DK6534
 DK6534.The modeled gravity was interpolated from observed gravity values.
 DK6534
 DK6534;                    North         East    Units  Estimated Accuracy
 DK6534;SPC DE       -    89,571.      198,050.      MT  (+/- 10 meters HH2 GPS)
 DK6534
 DK6534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6187395441(NAD 83)
 DK6534
 DK6534                          SUPERSEDED SURVEY CONTROL
 DK6534
 DK6534.No superseded survey control is available for this station.
 DK6534
 DK6534_MARKER: DV = VERTICAL CONTROL DISK
 DK6534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6534_STAMPING: G 43 2004
 DK6534_MARK LOGO: NGS
 DK6534_PROJECTION: RECESSED 5 CENTIMETERS
 DK6534_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6534+STABILITY: SURFACE MOTION
 DK6534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6534+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2012
 DK6534
 DK6534  HISTORY     - Date     Condition        Report By
 DK6534  HISTORY     - 20041031 MONUMENTED       DEDT
 DK6534  HISTORY     - 20080715 GOOD             DEDT
 DK6534  HISTORY     - 20110501 GOOD             DEDT
 DK6534  HISTORY     - 20120213 GOOD             DELCOS
 DK6534
 DK6534                          STATION DESCRIPTION
 DK6534
 DK6534'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008
 DK6534'THE MARK IS LOCATED ABOUT 7.3 MI (11.8 KM) SOUTH OF MILFORD, 7.2 MI
 DK6534'(11.6 KM) WEST-NORTHWEST OF MILTON AND 0.9 MI (1.4 KM) WEST OF
 DK6534'ELLENDALE.
 DK6534'
 DK6534'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 16 (MAIN
 DK6534'STREET, ELLENDALE)  AND THE RAILROAD CROSSING, PROCEED 0.8 MI (1.29
 DK6534'KM) WEST ON STATE ROUTE 16 (MAIN STREET, ELLENDALE) TO THE
 DK6534'INTERSECTION OF STATE ROUTE 16 (BEACH HIGHWAY) AND US HIGHWAY 113
 DK6534'DUPONT BOULEVARD.  THE STATION IS LOCATED ON THE NORTHWEST CORNER OF
 DK6534'THE  INTERSECTION.  TO REACH THE STATION FROM THE INTERSECTION OF
 DK6534'STATE ROUTE 36 (SHAWNEE  ROAD) AND US HIGHWAY 113 (DUPONT BOULEVARD)
 DK6534'PROCEED 6.4 MI (10.3 KM) SOUTH ALONG US  HIGHWAY 113 (DUPONT
 DK6534'BOULEVARD) TO THE INTERSECTION OF US HIGHWAY 113 AND STATE ROUTE  16
 DK6534'(BEACH HIGHWAY) AND THE STATION ON THE RIGHT.  THE STATION IS LOCATED
 DK6534'ON THE  NORTHWEST CORNER OF THE INTERSECTION.  THE STATION IS A BRASS
 DK6534'DISK SET IN THE TOP OF A 1  FOOT (30 CM) DIAMETER CONCRETE POST.
 DK6534'
 DK6534'THE STATION IS LOCATED 19.7 FEET (6.0 M) EAST-SOUTHEAST OF A UTILITY
 DK6534'POLE (DEC 48628), 8.8 FT (2.7 M)  (2.68 M) SOUTHEAST OF A TRAFFIC
 DK6534'LIGHT MAST, AND 42.5 FEET (12.95 M) SOUTHWEST OF A LAMP POST  SC/244.
 DK6534
 DK6534                          STATION RECOVERY (2011)
 DK6534
 DK6534'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2011 (BRC)
 DK6534'RECOVERED AS DESCRIBED.
 DK6534
 DK6534                          STATION RECOVERY (2012)
 DK6534
 DK6534'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DK6534'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0162 ***********************************************************************
 HU0162  DESIGNATION -  G 5
 HU0162  PID         -  HU0162
 HU0162  STATE/COUNTY-  DE/SUSSEX
 HU0162  COUNTRY     -  US
 HU0162  USGS QUAD   -  HARBESON (2016)
 HU0162
 HU0162                         *CURRENT SURVEY CONTROL
 HU0162  ______________________________________________________________________
 HU0162* NAD 83(1986) POSITION- 38 40 03.     (N) 075 21 41.     (W)   SCALED
 HU0162* NAVD 88 ORTHO HEIGHT -    13.167 (meters)       43.20  (feet) ADJUSTED
 HU0162  ______________________________________________________________________
 HU0162  GEOID HEIGHT    -        -35.657 (meters)                     GEOID18
 HU0162  DYNAMIC HEIGHT  -         13.159 (meters)       43.17  (feet) COMP
 HU0162  MODELED GRAVITY -    980,024.5   (mgal)                       NAVD 88
 HU0162
 HU0162  VERT ORDER      -  SECOND    CLASS 0
 HU0162
 HU0162.The horizontal coordinates were scaled from a map and have
 HU0162.an estimated accuracy of +/- 6 seconds.
 HU0162
 HU0162.The orthometric height was determined by differential leveling and
 HU0162.adjusted by the NATIONAL GEODETIC SURVEY
 HU0162.in June 1991.
 HU0162
 HU0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0162.GEOID18 height accuracy estimate available here.
 HU0162
 HU0162.Click photographs - Photos may exist for this station.
 HU0162
 HU0162.The dynamic height is computed by dividing the NAVD 88
 HU0162.geopotential number by the normal gravity value computed on the
 HU0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0162.degrees latitude (g = 980.6199 gals.).
 HU0162
 HU0162.The modeled gravity was interpolated from observed gravity values.
 HU0162
 HU0162;                    North         East    Units  Estimated Accuracy
 HU0162;SPC DE       -    74,100.      204,810.      MT  (+/- 180 meters Scaled)
 HU0162
 HU0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH685799(NAD 83)
 HU0162
 HU0162                          SUPERSEDED SURVEY CONTROL
 HU0162
 HU0162  NGVD 29 (11/26/84)   13.405  (m)           43.98   (f) ADJUSTED    2 0
 HU0162
 HU0162.Superseded values are not recommended for survey control.
 HU0162
 HU0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0162.See file dsdata.pdf to determine how the superseded data were derived.
 HU0162
 HU0162_MARKER: DB = BENCH MARK DISK
 HU0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0162_STAMPING: G 5 1935
 HU0162_MARK LOGO: CGS
 HU0162_PROJECTION: PROJECTING 10 CENTIMETERS
 HU0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0162+STABILITY: SURFACE MOTION
 HU0162
 HU0162  HISTORY     - Date     Condition        Report By
 HU0162  HISTORY     - 1935     MONUMENTED       CGS
 HU0162  HISTORY     - 1943     GOOD             CGS
 HU0162  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0162  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HU0162
 HU0162                          STATION DESCRIPTION
 HU0162
 HU0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HU0162'2.2 MI S FROM GEORGETOWN.
 HU0162'2.2 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0162'AT GEORGETOWN, SUSSEX COUNTY, 54 FEET NORTH OF MILEPOST 2, 66 FEET
 HU0162'NORTHEAST OF THE CENTER OF A ROAD CROSSING, 20 FEET EAST OF THE
 HU0162'CENTERLINE OF THE TRACK, 24 FEET NORTHWEST OF THE CENTER OF A ROAD
 HU0162'JUNCTION AND 2 FEET BELOW THE TOP OF THE RAIL.  A STANDARD DISK,
 HU0162'STAMPED G 5 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HU0162'4 INCHES ABOVE GROUND.
 HU0162
 HU0162                          STATION RECOVERY (1981)
 HU0162
 HU0162'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0162'MARK NOT FOUND.
 HU0162
 HU0162                          STATION RECOVERY (1987)
 HU0162
 HU0162'RECOVERY NOTE BY US POWER SQUADRON 1987 (DAP)
 HU0162'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2730 ***********************************************************************
 HU2730  DESIGNATION -  G 8 RESET
 HU2730  PID         -  HU2730
 HU2730  STATE/COUNTY-  DE/SUSSEX
 HU2730  COUNTRY     -  US
 HU2730  USGS QUAD   -  TRAP POND (2016)
 HU2730
 HU2730                         *CURRENT SURVEY CONTROL
 HU2730  ______________________________________________________________________
 HU2730* NAD 83(2011) POSITION- 38 32 00.15229(N) 075 27 18.23485(W)   ADJUSTED
 HU2730* NAD 83(2011) ELLIP HT-   -23.232 (meters)        (12/20/17)   ADJUSTED
 HU2730* NAD 83(2011) EPOCH   -  2010.00
 HU2730* NAVD 88 ORTHO HEIGHT -    12.49  (meters)       41.0   (feet) RESET
 HU2730  ______________________________________________________________________
 HU2730  GEOID HEIGHT    -        -35.724 (meters)                     GEOID18
 HU2730  NAD 83(2011) X  -  1,254,627.172 (meters)                     COMP
 HU2730  NAD 83(2011) Y  - -4,835,635.263 (meters)                     COMP
 HU2730  NAD 83(2011) Z  -  3,951,913.739 (meters)                     COMP
 HU2730  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 HU2730  VERT ORDER      -  THIRD
 HU2730
 HU2730  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2730  Standards:
 HU2730         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2730            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2730  -------------------------------------------------------------------
 HU2730  NETWORK    1.02   0.98           0.44   0.39   0.50     -0.15156479
 HU2730  -------------------------------------------------------------------
 HU2730  Click here for local accuracies and other accuracy information.
 HU2730
 HU2730.The horizontal coordinates were established by GPS observations
 HU2730.and adjusted by the MASER CONSULTING in December 2017.
 HU2730
 HU2730.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2730.been affixed to the stable North American tectonic plate. See 
 HU2730.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2730
 HU2730.The horizontal coordinates are valid at the epoch date displayed above
 HU2730.which is a decimal equivalence of Year/Month/Day.
 HU2730
 HU2730.The orthometric height was computed from unverified reset data.
 HU2730
 HU2730.No vertical observational check was made to the station.
 HU2730
 HU2730.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2730.GEOID18 height accuracy estimate available here.
 HU2730
 HU2730.Click photographs - Photos may exist for this station.
 HU2730
 HU2730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2730
 HU2730.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2730
 HU2730.The ellipsoidal height was determined by GPS observations
 HU2730.and is referenced to NAD 83.
 HU2730
 HU2730. The following values were computed from the NAD 83(2011) position.
 HU2730
 HU2730;                    North         East     Units Scale Factor Converg.
 HU2730;SPC DE       -    59,205.915   196,651.949   MT  0.99999514   -0 01 26.1
 HU2730;SPC DE       -   194,244.74    645,182.27   sFT  0.99999514   -0 01 26.1
 HU2730;UTM  18      - 4,265,094.974   460,337.502   MT  0.99961937   -0 17 00.6
 HU2730
 HU2730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2730!SPC DE       -   1.00000365  x   0.99999514  =   0.99999879
 HU2730!UTM  18      -   1.00000365  x   0.99961937  =   0.99962301
 HU2730
 HU2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6033765094(NAD 83)
 HU2730
 HU2730                          SUPERSEDED SURVEY CONTROL
 HU2730
 HU2730.No superseded survey control is available for this station.
 HU2730
 HU2730_MARKER: DV = VERTICAL CONTROL DISK
 HU2730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2730_STAMPING: G 8 RESET 1991
 HU2730_MARK LOGO: NGS
 HU2730_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2730+STABILITY: SURFACE MOTION
 HU2730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2730+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2013
 HU2730
 HU2730  HISTORY     - Date     Condition        Report By
 HU2730  HISTORY     - 1991     MONUMENTED       DEDHT
 HU2730  HISTORY     - 20130614 GOOD             DELCOS
 HU2730
 HU2730                          STATION DESCRIPTION
 HU2730
 HU2730'DESCRIBED BY DE DEPT OF HIGHWAYS 1991
 HU2730'ALONG HIGHWAY 24 ABOUT 7 MILES EAST OF THE INTERSECTION OF MARKET AND
 HU2730'CENTRAL STREETS IN LAUREL, JUNCTION OF SR 24 AND STATE ROAD 450, IN A
 HU2730'DAYLIGHT CORNER, 45 FEET SOUTHWEST OF THE CENTERLINE OF SR 24, 46
 HU2730'FEET NORTHWEST OF THE CENTERLINE OF STATE ROAD 450, 16 FEET SOUTHEAST
 HU2730'OF DIAMOND STATE TELEPHONE POLE 143-1, ABOUT 1 FOOT EAST OF A
 HU2730'STANDARD REFERENCE POST.
 HU2730
 HU2730                          STATION RECOVERY (2013)
 HU2730
 HU2730'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU2730'POLE 143-1 PREVIOUSLY DESCRIBED IS SOUTHWEST OF MONUMENT, NOT
 HU2730'SOUTHEAST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0332 ***********************************************************************
 HU0332  DESIGNATION -  G 9
 HU0332  PID         -  HU0332
 HU0332  STATE/COUNTY-  DE/SUSSEX
 HU0332  COUNTRY     -  US
 HU0332  USGS QUAD   -  PITTSVILLE (2016)
 HU0332
 HU0332                         *CURRENT SURVEY CONTROL
 HU0332  ______________________________________________________________________
 HU0332* NAD 83(2011) POSITION- 38 27 48.62802(N) 075 28 52.29488(W)   ADJUSTED
 HU0332* NAD 83(2011) ELLIP HT-   -19.138 (meters)        (12/20/17)   ADJUSTED
 HU0332* NAD 83(2011) EPOCH   -  2010.00
 HU0332* NAVD 88 ORTHO HEIGHT -    16.629 (meters)       54.56  (feet) ADJUSTED
 HU0332  ______________________________________________________________________
 HU0332  GEOID HEIGHT    -        -35.774 (meters)                     GEOID18
 HU0332  NAD 83(2011) X  -  1,253,633.058 (meters)                     COMP
 HU0332  NAD 83(2011) Y  - -4,840,883.699 (meters)                     COMP
 HU0332  NAD 83(2011) Z  -  3,945,846.466 (meters)                     COMP
 HU0332  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 HU0332  DYNAMIC HEIGHT  -         16.619 (meters)       54.52  (feet) COMP
 HU0332  MODELED GRAVITY -    980,012.8   (mgal)                       NAVD 88
 HU0332
 HU0332  VERT ORDER      -  SECOND    CLASS 0
 HU0332
 HU0332  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU0332  Standards:
 HU0332         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU0332            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU0332  -------------------------------------------------------------------
 HU0332  NETWORK    0.69   0.88           0.29   0.27   0.45      0.03591914
 HU0332  -------------------------------------------------------------------
 HU0332  Click here for local accuracies and other accuracy information.
 HU0332
 HU0332.The horizontal coordinates were established by GPS observations
 HU0332.and adjusted by the MASER CONSULTING in December 2017.
 HU0332
 HU0332.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU0332.been affixed to the stable North American tectonic plate. See 
 HU0332.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU0332
 HU0332.The horizontal coordinates are valid at the epoch date displayed above
 HU0332.which is a decimal equivalence of Year/Month/Day.
 HU0332
 HU0332.The orthometric height was determined by differential leveling and
 HU0332.adjusted by the NATIONAL GEODETIC SURVEY
 HU0332.in June 1991.
 HU0332
 HU0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0332.GEOID18 height accuracy estimate available here.
 HU0332
 HU0332.Click photographs - Photos may exist for this station.
 HU0332
 HU0332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU0332
 HU0332.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU0332
 HU0332.The ellipsoidal height was determined by GPS observations
 HU0332.and is referenced to NAD 83.
 HU0332
 HU0332.The dynamic height is computed by dividing the NAVD 88
 HU0332.geopotential number by the normal gravity value computed on the
 HU0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0332.degrees latitude (g = 980.6199 gals.).
 HU0332
 HU0332.The modeled gravity was interpolated from observed gravity values.
 HU0332
 HU0332. The following values were computed from the NAD 83(2011) position.
 HU0332
 HU0332;                    North         East     Units Scale Factor Converg.
 HU0332;SPC DE       -    51,451.482   194,368.377   MT  0.99999539   -0 02 24.5
 HU0332;SPC DE       -   168,803.74    637,690.25   sFT  0.99999539   -0 02 24.5
 HU0332;UTM  18      - 4,257,353.859   458,019.718   MT  0.99962170   -0 17 57.5
 HU0332
 HU0332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0332!SPC DE       -   1.00000300  x   0.99999539  =   0.99999839
 HU0332!UTM  18      -   1.00000300  x   0.99962170  =   0.99962470
 HU0332
 HU0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5801957353(NAD 83)
 HU0332
 HU0332                          SUPERSEDED SURVEY CONTROL
 HU0332
 HU0332  NGVD 29 (11/26/84)   16.863  (m)           55.32   (f) ADJUSTED    2 0
 HU0332
 HU0332.Superseded values are not recommended for survey control.
 HU0332
 HU0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0332.See file dsdata.pdf to determine how the superseded data were derived.
 HU0332
 HU0332_MARKER: DB = BENCH MARK DISK
 HU0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0332_STAMPING: G 9 1942
 HU0332_MARK LOGO: CGS
 HU0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0332+STABILITY: SURFACE MOTION
 HU0332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0332+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2013
 HU0332
 HU0332  HISTORY     - Date     Condition        Report By
 HU0332  HISTORY     - 1942     MONUMENTED       CGS
 HU0332  HISTORY     - 1981     GOOD             UDE
 HU0332  HISTORY     - 20130614 GOOD             DELCOS
 HU0332
 HU0332                          STATION DESCRIPTION
 HU0332
 HU0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0332'6.9 MI SW FROM LOWES CROSSROADS.
 HU0332'6.9 MILES SOUTHWEST ALONG SECONDARY ROAD 421 AND STATE HIGHWAY 66
 HU0332'FROM LOWES CROSSROADS, SUSSEX COUNTY, ABOUT 300 FEET NORTH OF A
 HU0332'SMALL 2-STORY YELLOW HOUSE ON THE WEST SIDE OF THE ROAD, 25.5
 HU0332'FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 66, AT THE
 HU0332'SOUTHWEST CORNER OF A WOODED AREA, AND ABOUT 2 FEET WEST OF A
 HU0332'WITNESS POST.  A STANDARD DISK, STAMPED G 9 1942 AND SET IN THE
 HU0332'TOP OF A CONCRETE POST.
 HU0332
 HU0332                          STATION RECOVERY (1981)
 HU0332
 HU0332'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0332'RECOVERED IN GOOD CONDITION.
 HU0332
 HU0332                          STATION RECOVERY (2013)
 HU0332
 HU0332'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0332'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2829 ***********************************************************************
 HU2829  SACS        -  This is a Secondary Airport Control Station.
 HU2829  DESIGNATION -  GED C
 HU2829  PID         -  HU2829
 HU2829  STATE/COUNTY-  DE/SUSSEX
 HU2829  COUNTRY     -  US
 HU2829  USGS QUAD   -  HARBESON (2016)
 HU2829
 HU2829                         *CURRENT SURVEY CONTROL
 HU2829  ______________________________________________________________________
 HU2829* NAD 83(2011) POSITION- 38 41 41.81746(N) 075 21 23.59017(W)   ADJUSTED
 HU2829* NAD 83(2011) ELLIP HT-   -20.775 (meters)        (06/27/12)   ADJUSTED
 HU2829* NAD 83(2011) EPOCH   -  2010.00
 HU2829* NAVD 88 ORTHO HEIGHT -    14.83  (meters)       48.7   (feet) GPS OBS
 HU2829  ______________________________________________________________________
 HU2829  NAVD 88 orthometric height was determined with geoid model    GEOID96
 HU2829  GEOID HEIGHT    -        -35.638 (meters)                     GEOID96
 HU2829  GEOID HEIGHT    -        -35.635 (meters)                     GEOID18
 HU2829  NAD 83(2011) X  -  1,260,110.320 (meters)                     COMP
 HU2829  NAD 83(2011) Y  - -4,822,643.075 (meters)                     COMP
 HU2829  NAD 83(2011) Z  -  3,965,929.795 (meters)                     COMP
 HU2829  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 HU2829
 HU2829  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2829  Standards:
 HU2829         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2829            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2829  -------------------------------------------------------------------
 HU2829  NETWORK    3.26   4.86           0.93   1.56   2.48     -0.14702892
 HU2829  -------------------------------------------------------------------
 HU2829  Click here for local accuracies and other accuracy information.
 HU2829
 HU2829.This mark is at Sussex County Airport (GED)
 HU2829
 HU2829.The horizontal coordinates were established by GPS observations
 HU2829.and adjusted by the National Geodetic Survey in June 2012.
 HU2829
 HU2829.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2829.been affixed to the stable North American tectonic plate. See 
 HU2829.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2829
 HU2829.The horizontal coordinates are valid at the epoch date displayed above
 HU2829.which is a decimal equivalence of Year/Month/Day.
 HU2829
 HU2829.The orthometric height was determined by GPS observations and a
 HU2829.high-resolution geoid model.
 HU2829
 HU2829.GPS derived orthometric heights for airport stations designated as
 HU2829.PACS or SACS are published to 2 decimal places.  This maintains
 HU2829.centimeter relative accuracy between the PACS and SACS.  It does
 HU2829.not indicate centimeter accuracy relative to other marks which are
 HU2829.part of the published vertical control network.
 HU2829
 HU2829.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2829.GEOID18 height accuracy estimate available here.
 HU2829
 HU2829.Click photographs - Photos may exist for this station.
 HU2829
 HU2829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2829
 HU2829.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2829
 HU2829.The ellipsoidal height was determined by GPS observations
 HU2829.and is referenced to NAD 83.
 HU2829
 HU2829. The following values were computed from the NAD 83(2011) position.
 HU2829
 HU2829;                    North         East     Units Scale Factor Converg.
 HU2829;SPC DE       -    77,142.831   205,229.706   MT  0.99999534   +0 02 15.3
 HU2829;SPC DE       -   253,092.77    673,324.46   sFT  0.99999534   +0 02 15.3
 HU2829;UTM  18      - 4,282,985.981   468,993.288   MT  0.99961184   -0 13 22.5
 HU2829
 HU2829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2829!SPC DE       -   1.00000326  x   0.99999534  =   0.99999860
 HU2829!UTM  18      -   1.00000326  x   0.99961184  =   0.99961510
 HU2829
 HU2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6899382985(NAD 83)
 HU2829
 HU2829                          SUPERSEDED SURVEY CONTROL
 HU2829
 HU2829  NAD 83(2007)-  38 41 41.81782(N)    075 21 23.59100(W) AD(2002.00) 0
 HU2829  ELLIP H (02/10/07)  -20.741  (m)                       GP(2002.00)    
 HU2829  ELLIP H (08/19/02)  -20.744  (m)                       GP(       ) 4 2
 HU2829  NAD 83(1991)-  38 41 41.81843(N)    075 21 23.59144(W) AD(       ) 1
 HU2829  ELLIP H (04/02/98)  -20.749  (m)                       GP(       ) 4 2
 HU2829  NAD 83(1993)-  38 41 41.81835(N)    075 21 23.59138(W) AD(       ) 1
 HU2829  ELLIP H (11/30/95)  -20.738  (m)                       GP(       ) 4 2
 HU2829  NAD 83(1991)-  38 41 41.81818(N)    075 21 23.58936(W) AD(       ) 1
 HU2829  ELLIP H (02/19/93)  -20.785  (m)                       GP(       ) 4 1
 HU2829  NAVD 88 (11/30/95)   14.81   (m)  GEOID93  model used  GPS OBS        
 HU2829  NGVD 29              15.08   (m)           49.5    (f) LEVELING    3  
 HU2829
 HU2829.Superseded values are not recommended for survey control.
 HU2829
 HU2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2829.See file dsdata.pdf to determine how the superseded data were derived.
 HU2829
 HU2829_MARKER: DT = TOPOGRAPHIC STATION DISK
 HU2829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2829_STAMPING: GED C 1977
 HU2829_MARK LOGO: CGS
 HU2829_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2829+STABILITY: SURFACE MOTION
 HU2829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2829+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1996
 HU2829
 HU2829  HISTORY     - Date     Condition        Report By
 HU2829  HISTORY     - 1977     MONUMENTED       NGS
 HU2829  HISTORY     - 19890909 GOOD             NGS
 HU2829  HISTORY     - 19920805 GOOD
 HU2829  HISTORY     - 19941102 GOOD             NGS
 HU2829  HISTORY     - 19950908 GOOD             USPSQD
 HU2829  HISTORY     - 19961101 GOOD             NGS
 HU2829
 HU2829                          STATION DESCRIPTION
 HU2829
 HU2829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 HU2829'THE STATION IS LOCATED ABOUT 0.5 MI (0.8 KM) EAST OF GEORGETOWN JUST
 HU2829'WEST OF THE APPROACH END OF RUNWAY 22 AT THE SUSSEX COUNTY AIRPORT.
 HU2829'TO REACH THE STATION THE STATION FROM GEORGETOWN AT THE JUNCTION OF
 HU2829'U.S. HWY 9 AND DELAWARE ROUTE 404, GO EAST ON U.S. HWY 9 FOR 1.1 MI
 HU2829'(1.8 KM) TO A ROAD RIGHT, TURN RIGHT AND GO 0.45 MI (0.72 KM) TO A T
 HU2829'INTERSECTION, TURN RIGHT AND GO SOUTH AND EAST FOR 0.15 MI (0.24 KM)
 HU2829'TO A ROAD LEFT LEADING TO THE CONTROL TOWER, TURN LEFT AND GO 0.1 MI
 HU2829'(0.2 KM) TO THE CONTROL TOWER WHERE THE AIRPORT MANAGER MAY BE
 HU2829'LOCATED FOR PERMISSION AND INSTRUCTIONS TO ACCESS THE AIRFIELD.  IT
 HU2829'IS A STANDARD CGS TOPO DISK SET IN A CONCRETE MONUMENT STAMPED---GED
 HU2829'C 1977--- AND IS 195.5 FT (59.6 M) SOUTHWEST OF STATION AP 1955 STA
 HU2829'A, 88.7 FT (27.0 M) WEST OF THE INTERSECTION OF THE RUNWAY AND
 HU2829'TAXIWAY, 86.8 FT (26.5 M) FROM THE SECOND RUNWAY LIGHT ON THE NORTH
 HU2829'SIDE OF THE RUNWAY, 72.0 FT (21.9 M) SOUTHEAST OF THE ROCKET TRACK,
 HU2829'44.8 FT (13.7 M) SOUTHWEST OF THE PERPENDICULAR OF THE TAXIWAY, AND
 HU2829'4.0 FT (1.2 M) NORTH OF THE METAL WITNESS POST.
 HU2829
 HU2829                          STATION RECOVERY (1989)
 HU2829
 HU2829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HU2829'THIS STATION IS A STANDARD CGS TOPO DISK AND IS LOCATED IN THE
 HU2829'APPROACH END OF RWY 22, 86.8FT FROM THE SECOND RWY LIGHT ON THE N SIDE
 HU2829'OF THE RUNWAY, 88.7 FT (27.0 M) WEST OF THE INTERSECTION OF THE RUNWAY
 HU2829'AND TAXIWAY, 44.8 FT (13.7 M) SW OF THE PERPENDICULAR OF THE TAXIWAY,
 HU2829'72 FT (21.9 M) SE OF THE ROCKET TRACK, 195.5 FT (59.6 M) SW OF AP 1955
 HU2829'STA A.  THERE IS A METAL WITNESS POST APPROX 4 FT (1.2 M) N OF THE
 HU2829'MARK.  THE MARK IS SET IN CONCRETE AND STAMPED GED C 1977.
 HU2829
 HU2829                          STATION RECOVERY (1992)
 HU2829
 HU2829'RECOVERED 1992
 HU2829'RECOVERED IN GOOD CONDITION.
 HU2829
 HU2829                          STATION RECOVERY (1994)
 HU2829
 HU2829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 HU2829'THE STATION IS LOCATED 1.0 MI (1.6 KM) EAST OF DOWNTOWN GEORGETOWN, DE
 HU2829'AT THE SUSSEX CO.  AIRPORT AT THE APPROACH END OF RUNWAY 22.  CONTACT
 HU2829'GREG SPICER, AIRPORT MANAGER, AT (302) 855-2355.
 HU2829'
 HU2829'TO REACH THE STATION FROM THE ROTARY IN DOWNTOWN GEORGETOWN, PROCEED
 HU2829'EAST ON STATE HIGHWAY 9/404 FOR 1.1 MI (1.8 KM) TO A ROAD RIGHT AND
 HU2829'AIRPORT SIGN.  TURN RIGHT AND PROCEED FOR 0.4 MI (0.6 KM) TO DEAD END.
 HU2829'TURN RIGHT AND PROCEED FOR 0.2 MI (0.3 KM) TO ROAD LEFT AND AIRPORT.
 HU2829'TURN LEFT AND PROCEED 0.1 MI (0.2 KM) TO TERMINAL BUILDING STRAIGHT
 HU2829'AHEAD.  FROM THE TERMINAL TURN LEFT DOWN PARALLEL TAXIWAY OF RUNWAY
 HU2829'4-22 AND PROCEED FOR 0.5 MI (0.8 KM) TO RUNUP AREA RIGHT BORDERING A
 HU2829'ROCKET TRACK AND THE STATION RIGHT.
 HU2829'
 HU2829'THE STATION IS 175.0 FT (53.3 M) EAST OF THE SOUTHWEST CORNER OF THE
 HU2829'RUNUP AREA, 86.8 FT (26.5 M) FROM THE SECOND RUNWAY LIGHT ON THE NORTH
 HU2829'SIDE OF THE RUNWAY, 72.0 FT (21.9 M) SOUTHEAST OF THE ROCKET TRACK,
 HU2829'AND 4.0 FT (1.2 M) SOUTH OF A WITNESS POST.  THE MARK IS A STANDARD
 HU2829'CGS TOPO DISK STAMPED ---GED C 1977--- SET IN A CONCRETE MONUMENT FLSH
 HU2829'WITH THE GROUND.
 HU2829
 HU2829                          STATION RECOVERY (1995)
 HU2829
 HU2829'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU2829'RECOVERED IN GOOD CONDITION.
 HU2829
 HU2829                          STATION RECOVERY (1996)
 HU2829
 HU2829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 HU2829'THIS STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THIS
 HU2829'STATION SELECTED AS A SACS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2830 ***********************************************************************
 HU2830  PACS        -  This is a Primary Airport Control Station.
 HU2830  DESIGNATION -  GED D
 HU2830  PID         -  HU2830
 HU2830  STATE/COUNTY-  DE/SUSSEX
 HU2830  COUNTRY     -  US
 HU2830  USGS QUAD   -  HARBESON (2016)
 HU2830
 HU2830                         *CURRENT SURVEY CONTROL
 HU2830  ______________________________________________________________________
 HU2830* NAD 83(2011) POSITION- 38 41 06.26617(N) 075 21 06.89122(W)   ADJUSTED
 HU2830* NAD 83(2011) ELLIP HT-   -21.621 (meters)        (06/27/12)   ADJUSTED
 HU2830* NAD 83(2011) EPOCH   -  2010.00
 HU2830* NAVD 88 ORTHO HEIGHT -    14.00  (meters)       45.9   (feet) GPS OBS
 HU2830  ______________________________________________________________________
 HU2830  NAVD 88 orthometric height was determined with geoid model    GEOID96
 HU2830  GEOID HEIGHT    -        -35.649 (meters)                     GEOID96
 HU2830  GEOID HEIGHT    -        -35.645 (meters)                     GEOID18
 HU2830  NAD 83(2011) X  -  1,260,673.878 (meters)                     COMP
 HU2830  NAD 83(2011) Y  - -4,823,203.407 (meters)                     COMP
 HU2830  NAD 83(2011) Z  -  3,965,073.596 (meters)                     COMP
 HU2830  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC18
 HU2830
 HU2830  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2830  Standards:
 HU2830         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2830            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2830  -------------------------------------------------------------------
 HU2830  NETWORK    3.13   4.65           0.82   1.52   2.37     -0.18574050
 HU2830  -------------------------------------------------------------------
 HU2830  Click here for local accuracies and other accuracy information.
 HU2830
 HU2830.This mark is at Sussex County Airport (GED)
 HU2830
 HU2830.The horizontal coordinates were established by GPS observations
 HU2830.and adjusted by the National Geodetic Survey in June 2012.
 HU2830
 HU2830.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2830.been affixed to the stable North American tectonic plate. See 
 HU2830.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2830
 HU2830.The horizontal coordinates are valid at the epoch date displayed above
 HU2830.which is a decimal equivalence of Year/Month/Day.
 HU2830
 HU2830.The orthometric height was determined by GPS observations and a
 HU2830.high-resolution geoid model.
 HU2830
 HU2830.GPS derived orthometric heights for airport stations designated as
 HU2830.PACS or SACS are published to 2 decimal places.  This maintains
 HU2830.centimeter relative accuracy between the PACS and SACS.  It does
 HU2830.not indicate centimeter accuracy relative to other marks which are
 HU2830.part of the published vertical control network.
 HU2830
 HU2830.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2830.GEOID18 height accuracy estimate available here.
 HU2830
 HU2830.Click photographs - Photos may exist for this station.
 HU2830
 HU2830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2830
 HU2830.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2830
 HU2830.The ellipsoidal height was determined by GPS observations
 HU2830.and is referenced to NAD 83.
 HU2830
 HU2830. The following values were computed from the NAD 83(2011) position.
 HU2830
 HU2830;                    North         East     Units Scale Factor Converg.
 HU2830;SPC DE       -    76,046.852   205,634.023   MT  0.99999539   +0 02 25.7
 HU2830;SPC DE       -   249,497.05    674,650.96   sFT  0.99999539   +0 02 25.7
 HU2830;UTM  18      - 4,281,888.596   469,392.466   MT  0.99961154   -0 13 11.9
 HU2830
 HU2830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2830!SPC DE       -   1.00000339  x   0.99999539  =   0.99999878
 HU2830!UTM  18      -   1.00000339  x   0.99961154  =   0.99961493
 HU2830
 HU2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6939281888(NAD 83)
 HU2830
 HU2830                          SUPERSEDED SURVEY CONTROL
 HU2830
 HU2830  NAD 83(2007)-  38 41 06.26652(N)    075 21 06.89204(W) AD(2002.00) 0
 HU2830  ELLIP H (02/10/07)  -21.586  (m)                       GP(2002.00)    
 HU2830  ELLIP H (08/09/02)  -21.588  (m)                       GP(       ) 4 2
 HU2830  NAD 83(1991)-  38 41 06.26670(N)    075 21 06.89245(W) AD(       ) B
 HU2830  ELLIP H (03/24/98)  -21.593  (m)                       GP(       ) 4 1
 HU2830  NAD 83(1993)-  38 41 06.26662(N)    075 21 06.89240(W) AD(       ) B
 HU2830  ELLIP H (11/22/95)  -21.582  (m)                       GP(       ) 1 1
 HU2830  NAD 83(1991)-  38 41 06.26655(N)    075 21 06.89092(W) AD(       ) 1
 HU2830  ELLIP H (02/19/93)  -21.645  (m)                       GP(       ) 4 1
 HU2830  NAVD 88 (11/22/95)   13.98   (m)  GEOID93  model used  GPS OBS        
 HU2830  NGVD 29              14.27   (m)           46.8    (f) LEVELING    3  
 HU2830
 HU2830.Superseded values are not recommended for survey control.
 HU2830
 HU2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2830.See file dsdata.pdf to determine how the superseded data were derived.
 HU2830
 HU2830_MARKER: DT = TOPOGRAPHIC STATION DISK
 HU2830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2830_STAMPING: GED D 1977
 HU2830_MARK LOGO: CGS
 HU2830_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2830+STABILITY: SURFACE MOTION
 HU2830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2830+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1996
 HU2830
 HU2830  HISTORY     - Date     Condition        Report By
 HU2830  HISTORY     - 1977     MONUMENTED       NGS
 HU2830  HISTORY     - 19920615 GOOD             NGS
 HU2830  HISTORY     - 19920805 GOOD
 HU2830  HISTORY     - 19941102 GOOD             NGS
 HU2830  HISTORY     - 19950908 GOOD             USPSQD
 HU2830  HISTORY     - 19961101 GOOD             NGS
 HU2830
 HU2830                          STATION DESCRIPTION
 HU2830
 HU2830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 HU2830'THE STATION IS LOCATED ABOUT 0.5 MI (0.8 KM) EAST OF GEORGETOWN AT THE
 HU2830'SOUTHEAST PART OF THE SUSSEX COUNTY AIRPORT IN THE DIAMOND SHAPED
 HU2830'GRASS MEDIAN NEAR THE APPROACH END OF RUNWAY 31 JUST NORTH OF AN
 HU2830'ABANDONED RUNWAY.  TO REACH THE STATION FROM GEORGETOWN AT THE
 HU2830'JUNCTION OF U.S. HWY 9 AND DELAWARE ROUTE 404, GO EAST ON U.S. HWY 9
 HU2830'FOR 1.1 MI (1.8 KM) TO A ROAD RIGHT JUST PAST AN AIRPORT SIGNPOST,
 HU2830'TURN RIGHT AND GO 0.45 MI (0.72 KM) TO A T INTERSECTION, TURN RIGHT
 HU2830'AND GO SOUTHEAST AND SOUTH FOR 0.15 MI (0.24 KM) TO A ROAD LEFT
 HU2830'LEADING TO THE CONTROL TOWER, TURN LEFT AND PROCEED 0.1 MI (0.2 KM)
 HU2830'TO THE CONTROL TOWER WHERE THE AIRPORT MANAGER MAY BE CONTACTED FOR
 HU2830'PERMISSION AND INSTRUCTIONS FOR ACCESSING THE AIRFIELD.
 HU2830'THE STATION IS A STANDARD CGS DISK STAMPED---GED D 1977--- SET IN A
 HU2830'CONCRETE MONUMENT. IT IS 67.7 FT (20.6 M) FROM THE NORTH EDGE OF THE
 HU2830'OLD 10-28 RUNWAY, 47.0 FT (14.3 M) EAST OF THE TAXIWAY, AND 4.0 FT
 HU2830'(1.2 M) SOUTH OF A METAL WITNESS POST.
 HU2830
 HU2830                          STATION RECOVERY (1992)
 HU2830
 HU2830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HU2830'THIS STATION IS A STANDARD CGS TOPO DISK LOCATED IN THE SOUTH EAST
 HU2830'PART OF THE AIRPORT IN THE DIAMOND SHAPED AREA AT THE APPROACH END OF
 HU2830'RWY 31, 67.7 FT (20.6 M) FROM THE N EDGE OF THE OLD 10-28 RWY, AND
 HU2830'47.0 FEET (14.3 M) E OF THE TAXIWAY.  THERE IS A WITNESS POST APPROX 4
 HU2830'FT (1.2 M) S OF THE STATION.  THE MARK IS SET IN CONCRETE AND IS
 HU2830'STAMPED GED D 1977.
 HU2830
 HU2830                          STATION RECOVERY (1992)
 HU2830
 HU2830'RECOVERED 1992
 HU2830'RECOVERED IN GOOD CONDITION.
 HU2830
 HU2830                          STATION RECOVERY (1994)
 HU2830
 HU2830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 HU2830'THE STATION IS LOCATED 1.0 MI (1.6 KM) EAST OF GEORGETOWN, DE AT THE
 HU2830'SUSSEX CO.  AIRPORT AT THE APPROACH END OF RUNWAY 31.  CONTACT GREG
 HU2830'SPICER, AIRPORT MANAGER, AT (302) 855-2355.
 HU2830'
 HU2830'TO REACH THE STATION FROM THE ROTARY IN DOWNTOWN GEORGETOWN, PROCEED
 HU2830'EAST ON STATE HIGHWAY 9/404 FOR 1.1 MI (1.8 KM) TO ROAD RIGHT AND
 HU2830'AIRPORT SIGN.  TURN RIGHT AND PROCEED FOR 0.4 MI (0.6 KM) TO DEAD END.
 HU2830'TURN RIGHT AND PROCEED FOR 0.2 MI (0.3 KM) TO ROAD LEFT AND AIRPORT.
 HU2830'TURN LEFT AND PROCEED 0.1 MI (0.2 KM) TO AIRPORT TERMINAL STRAIGHT
 HU2830'AHEAD.  FROM THE TERMINAL TURN RIGHT AND PROCEED DOWN THE PARALLEL
 HU2830'TAXIWAY WITH RUNWAY 4-22 TO THE APPROACH END OF RUNWAY 22. CROSS
 HU2830'RUNWAY 22 AND PROCEED EASTERLY ON OLD RUNWAY 10-28 FOR .75 MI (1.21
 HU2830'KM) TO THE STATION ON THE LEFT IN THE DIAMOND SHAPED AREA AT APPROACH
 HU2830'END OF RUNWAY 31.
 HU2830'
 HU2830'THE STATION IS 67.7 FT (20.6 M) FROM THE NORTH EDGE OF OLD RUNWAY
 HU2830'10-28, 47.0 FT (14.3 M) EAST OF THE TAXIWAY, AND 4.0 FT (1.2 M) NORTH
 HU2830'OF A WITNESS POST.  THE STATION IS A STANDARD CGS TOPO DISK STAMPED
 HU2830'---GED D 1977--- SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 HU2830
 HU2830                          STATION RECOVERY (1995)
 HU2830
 HU2830'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU2830'RECOVERED IN GOOD CONDITION.
 HU2830
 HU2830                          STATION RECOVERY (1996)
 HU2830
 HU2830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 HU2830'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THIS STATION WAS
 HU2830'SELECTED AS A PACS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2831 ***********************************************************************
 HU2831  SACS        -  This is a Secondary Airport Control Station.
 HU2831  DESIGNATION -  GED E
 HU2831  PID         -  HU2831
 HU2831  STATE/COUNTY-  DE/SUSSEX
 HU2831  COUNTRY     -  US
 HU2831  USGS QUAD   -  HARBESON (2016)
 HU2831
 HU2831                         *CURRENT SURVEY CONTROL
 HU2831  ______________________________________________________________________
 HU2831* NAD 83(2011) POSITION- 38 41 06.27854(N) 075 21 52.87733(W)   ADJUSTED
 HU2831* NAD 83(2011) ELLIP HT-   -20.937 (meters)        (06/27/12)   ADJUSTED
 HU2831* NAD 83(2011) EPOCH   -  2010.00
 HU2831* NAVD 88 ORTHO HEIGHT -    14.68  (meters)       48.2   (feet) GPS OBS
 HU2831  ______________________________________________________________________
 HU2831  NAVD 88 orthometric height was determined with geoid model    GEOID96
 HU2831  GEOID HEIGHT    -        -35.644 (meters)                     GEOID96
 HU2831  GEOID HEIGHT    -        -35.641 (meters)                     GEOID18
 HU2831  NAD 83(2011) X  -  1,259,598.602 (meters)                     COMP
 HU2831  NAD 83(2011) Y  - -4,823,484.636 (meters)                     COMP
 HU2831  NAD 83(2011) Z  -  3,965,074.321 (meters)                     COMP
 HU2831  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 HU2831
 HU2831  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2831  Standards:
 HU2831         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2831            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2831  -------------------------------------------------------------------
 HU2831  NETWORK    3.28   4.90           0.95   1.57   2.50     -0.14157227
 HU2831  -------------------------------------------------------------------
 HU2831  Click here for local accuracies and other accuracy information.
 HU2831
 HU2831.This mark is at Sussex County Airport (GED)
 HU2831
 HU2831.The horizontal coordinates were established by GPS observations
 HU2831.and adjusted by the National Geodetic Survey in June 2012.
 HU2831
 HU2831.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2831.been affixed to the stable North American tectonic plate. See 
 HU2831.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2831
 HU2831.The horizontal coordinates are valid at the epoch date displayed above
 HU2831.which is a decimal equivalence of Year/Month/Day.
 HU2831
 HU2831.The orthometric height was determined by GPS observations and a
 HU2831.high-resolution geoid model.
 HU2831
 HU2831.GPS derived orthometric heights for airport stations designated as
 HU2831.PACS or SACS are published to 2 decimal places.  This maintains
 HU2831.centimeter relative accuracy between the PACS and SACS.  It does
 HU2831.not indicate centimeter accuracy relative to other marks which are
 HU2831.part of the published vertical control network.
 HU2831
 HU2831.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2831.GEOID18 height accuracy estimate available here.
 HU2831
 HU2831.Click photographs - Photos may exist for this station.
 HU2831
 HU2831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2831
 HU2831.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2831
 HU2831.The ellipsoidal height was determined by GPS observations
 HU2831.and is referenced to NAD 83.
 HU2831
 HU2831. The following values were computed from the NAD 83(2011) position.
 HU2831
 HU2831;                    North         East     Units Scale Factor Converg.
 HU2831;SPC DE       -    76,046.526   204,522.581   MT  0.99999525   +0 01 57.0
 HU2831;SPC DE       -   249,495.98    671,004.50   sFT  0.99999525   +0 01 57.0
 HU2831;UTM  18      - 4,281,893.320   468,281.460   MT  0.99961239   -0 13 40.6
 HU2831
 HU2831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2831!SPC DE       -   1.00000329  x   0.99999525  =   0.99999854
 HU2831!UTM  18      -   1.00000329  x   0.99961239  =   0.99961567
 HU2831
 HU2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6828181893(NAD 83)
 HU2831
 HU2831                          SUPERSEDED SURVEY CONTROL
 HU2831
 HU2831  NAD 83(2007)-  38 41 06.27889(N)    075 21 52.87815(W) AD(2002.00) 0
 HU2831  ELLIP H (02/10/07)  -20.902  (m)                       GP(2002.00)    
 HU2831  ELLIP H (08/19/02)  -20.902  (m)                       GP(       ) 4 2
 HU2831  NAD 83(1991)-  38 41 06.27926(N)    075 21 52.87854(W) AD(       ) 1
 HU2831  ELLIP H (04/02/98)  -20.907  (m)                       GP(       ) 4 2
 HU2831  NAD 83(1993)-  38 41 06.27918(N)    075 21 52.87849(W) AD(       ) 1
 HU2831  ELLIP H (11/30/95)  -20.896  (m)                       GP(       ) 4 2
 HU2831  NAD 83(1991)-  38 41 06.27901(N)    075 21 52.87664(W) AD(       ) 1
 HU2831  ELLIP H (02/19/93)  -20.956  (m)                       GP(       ) 4 1
 HU2831  NAVD 88 (11/30/95)   14.66   (m)  GEOID93  model used  GPS OBS        
 HU2831  NGVD 29              14.94   (m)           49.0    (f) LEVELING    3  
 HU2831
 HU2831.Superseded values are not recommended for survey control.
 HU2831
 HU2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2831.See file dsdata.pdf to determine how the superseded data were derived.
 HU2831
 HU2831_MARKER: DT = TOPOGRAPHIC STATION DISK
 HU2831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2831_STAMPING: GED E 1977
 HU2831_MARK LOGO: CGS
 HU2831_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2831+STABILITY: SURFACE MOTION
 HU2831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2831+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1996
 HU2831
 HU2831  HISTORY     - Date     Condition        Report By
 HU2831  HISTORY     - 1977     MONUMENTED       NGS
 HU2831  HISTORY     - 19920615 GOOD             NGS
 HU2831  HISTORY     - 19920805 GOOD
 HU2831  HISTORY     - 19941102 GOOD             NGS
 HU2831  HISTORY     - 19950908 GOOD             USPSQD
 HU2831  HISTORY     - 19961101 GOOD             NGS
 HU2831
 HU2831                          STATION DESCRIPTION
 HU2831
 HU2831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 HU2831'THE STATION IS LOCATED ABOUT 0.5 MI (0.8 KM) EAST OF GEORGETOWN AT THE
 HU2831'SOUTHWEST PART OF THE SUSSEX COUNTY AIRPORT ,JUST NORTH AND WEST OF
 HU2831'THE APPROACH END OF RUNWAY 4 IN A GRASS MEDIAN BETWEEN THE RUNWAY AND
 HU2831'A TAXIWAY.  TO REACH THE STATION FROM GEORGETOWN AT THE JUNCTION OF
 HU2831'U.S. HWY 9 AND DELAWARE ROUTE 404, GO EAST ON U.S. HWY 9 FOR 1.1 MI
 HU2831'(1.8 KM) TO A ROAD RIGHT JUST PAST AN AIRPORT SIGNPOST, TURN RIGHT
 HU2831'AND AND GO 0.45 MI (0.72 KM) TO A T INTERSECTION, TURN RIGHT AND GO
 HU2831'SOUTHEAST AND SOUTH FOR 0.15 MI (0.24 KM) TO A ROAD LEFT LEADING TO
 HU2831'THE CONTROL TOWER, TURN LEFT AND PROCEED TO THE CONTROL TOWER WHERE
 HU2831'THE AIRPORT MANAGER MAY BE LOCATED FOR PERMISSION AND INSTRUCTIONS
 HU2831'FOR AIRFIELD ACCESS.
 HU2831'THE STATION IS A STANDARD CGS DISK STAMPED---GED E 1977--- SET IN A
 HU2831'CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS 99.7 FT (30.4 M)
 HU2831'SOUTHWEST OF THE SECOND RUNWAY LIGHT NORTH OF RUNWAY END 4, 88.7 FT
 HU2831'(27.0 M) NORTHWEST OF STATION AP 1955 STA B, 67.4 FT (20.5 M) FROM
 HU2831'THE EDGE OF THE OLD ROCKET SLED TRACK, AND 4.0 FT (1.2 M) NORTH OF A
 HU2831'METAL WITNESS POST.
 HU2831
 HU2831                          STATION RECOVERY (1992)
 HU2831
 HU2831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HU2831'THE STATION IS LOCATED IN THE SW PART OF SUSSEX COUNTY AIRPORT, 88.7
 HU2831'FT (27.0 M) NW OF AP 1955 STA B, 99.7 FT (30.4 M) SW OF THE SECOND
 HU2831'RUNWAY LIGHT NORTH OF RWY END 4, 67.4 FT (20.5 M) FROM THE EDGE OF THE
 HU2831'OLD ROCKET SLED TRACK, AND 4 FT (1.2 M) N OF A WITNESS POST.  THE
 HU2831'STATION IS A STANDARD CGS TOPO DISK SET IN A CONCRETE MONUMENT AND IS
 HU2831'STAMPED GED E 1977.
 HU2831
 HU2831                          STATION RECOVERY (1992)
 HU2831
 HU2831'RECOVERED 1992
 HU2831'RECOVERED IN GOOD CONDITION.
 HU2831
 HU2831                          STATION RECOVERY (1994)
 HU2831
 HU2831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (JDR)
 HU2831'THE STATION IS LOCATED 1.0 MI (1.6 KM) EAST OF DOWNTOWN GEORGETOWN, DE
 HU2831'AT THE SUSSEX CO.  AIRPORT AT THE APPROACH END OF RUNWAY 4.  CONTACT
 HU2831'GREG SPICER, AIRPORT MANAGER, AT (302) 855-2355.
 HU2831'
 HU2831'TO REACH THE STATION FROM THE ROTARY IN DOWNTOWN GEORGETOWN, PROCEED
 HU2831'EAST ON STATE HIGHWAY 9/404 FOR 1.1 MI (1.8 KM) TO A ROAD RIGHT AND
 HU2831'AIRPORT SIGN.  TURN RIGHT AND PROCEED FOR 0.4 MI (0.6 KM) TO DEAD END.
 HU2831'TURN RIGHT AND PROCEED FOR 0.2 MI (0.3 KM) TO ROAD LEFT AND THE
 HU2831'AIRPORT.  TURN LEFT AND PROCEED FOR 0.1 MI (0.2 KM) TO THE TERMINAL
 HU2831'BUILDING.  FROM THE TERMINAL TURN RIGHT AND PROCEED DOWN THE PARALLEL
 HU2831'TAXIWAY OF RUNWAY 4-22 FOR 0.5 MI (0.8 KM) TO A RUNUP AREA LEFT AND
 HU2831'THE STATION.
 HU2831'
 HU2831'THE STATION IS 294.0 FT (89.6 M) EAST OF THE NORTHEAST CORNER OF THE
 HU2831'RUNUP AREA, 99.7 FT (30.4 M) SOUTHWEST OF THE SECOND RUNWAY LIGHT
 HU2831'NORTH OF APPROACH END RUNWAY 4, 67.4 FT (20.5 M) EAST FROM THE EDGE OF
 HU2831'THR ROCKET TRACK, AND 4.0 SOUTH OF A WITNESS POST.  THE STATION IS A
 HU2831'STANDARD CGS TOPO DISK STAMPED ---GED E 1977--- SET IN A CONCRETE
 HU2831'MONUMENT FLUSH WITH THE GROUND.
 HU2831
 HU2831                          STATION RECOVERY (1995)
 HU2831
 HU2831'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU2831'RECOVERED IN GOOD CONDITION.
 HU2831
 HU2831                          STATION RECOVERY (1996)
 HU2831
 HU2831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 HU2831'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGE.  THIS STATION
 HU2831'SELECTED AS A SACS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3618 ***********************************************************************
 JU3618  DESIGNATION -  GILPIN
 JU3618  PID         -  JU3618
 JU3618  STATE/COUNTY-  DE/NEW CASTLE
 JU3618  COUNTRY     -  US
 JU3618  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3618
 JU3618                         *CURRENT SURVEY CONTROL
 JU3618  ______________________________________________________________________
 JU3618* NAD 83(1991) POSITION- 39 45 11.57030(N) 075 33 20.45100(W)   ADJUSTED
 JU3618* NAVD 88 ORTHO HEIGHT -    40.    (meters)      131.    (feet) SCALED
 JU3618  ______________________________________________________________________
 JU3618  GEOID HEIGHT    -        -32.903 (meters)                     GEOID18
 JU3618  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 JU3618  HORZ ORDER      -  SECOND
 JU3618
 JU3618.The horizontal coordinates were established by classical geodetic methods
 JU3618.and adjusted by the National Geodetic Survey in January 1992.
 JU3618
 JU3618.The orthometric height was scaled from a topographic map.
 JU3618
 JU3618.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3618.GEOID18 height accuracy estimate available here.
 JU3618
 JU3618.Click photographs - Photos may exist for this station.
 JU3618
 JU3618.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3618
 JU3618. The following values were computed from the NAD 83(1991) position.
 JU3618
 JU3618;                    North         East     Units Scale Factor Converg.
 JU3618;SPC DE       -   194,638.069   188,086.477   MT  0.99999675   -0 05 20.0
 JU3618;SPC DE       -   638,575.06    617,080.38   sFT  0.99999675   -0 05 20.0
 JU3618;UTM  18      - 4,400,514.588   452,396.800   MT  0.99962790   -0 21 19.3
 JU3618
 JU3618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3618!SPC DE       -   0.99999894  x   0.99999675  =   0.99999569
 JU3618!UTM  18      -   0.99999894  x   0.99962790  =   0.99962684
 JU3618
 JU3618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5239600514(NAD 83)
 JU3618
 JU3618                          SUPERSEDED SURVEY CONTROL
 JU3618
 JU3618  NAD 83(1986)-  39 45 11.56575(N)    075 33 20.45764(W) AD(       ) 2
 JU3618  NAD 27      -  39 45 11.15700(N)    075 33 21.73600(W) AD(       ) 2
 JU3618
 JU3618.Superseded values are not recommended for survey control.
 JU3618
 JU3618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3618.See file dsdata.pdf to determine how the superseded data were derived.
 JU3618
 JU3618_MARKER: DE = TRAVERSE STATION DISK
 JU3618_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU3618_SP_SET: SIDEWALK
 JU3618_STAMPING: GILPIN 1959
 JU3618_MARK LOGO: CGS
 JU3618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3618
 JU3618  HISTORY     - Date     Condition        Report By
 JU3618  HISTORY     - 1959     MONUMENTED       CGS
 JU3618  HISTORY     - 1984     GOOD             LOCENG
 JU3618  HISTORY     - 20091113 MARK NOT FOUND   GEOCAC
 JU3618  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU3618
 JU3618                          STATION DESCRIPTION
 JU3618
 JU3618'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU3618'STATION UNOCCUPIED.
 JU3618'
 JU3618'STATION IS LOCATED AT THE INTERSECTION OF NORTH VAN BUREN
 JU3618'STREET AND GILPIN AVENUE IN WILMINGTON.  STATION IS 23-1/2
 JU3618'FEET NORTH-NORTHWEST OF APPROXIMATE CENTERLINE OF NORTH VAN
 JU3618'BUREN STREET, 6 FEET NORTH-NORTHWEST OF CURB, 29-1/2 FEET
 JU3618'WEST-SOUTHWEST OF APPROXIMATE CENTERLINE OF GILPIN AVENUE AND
 JU3618'23-1/2 EAST-SOUTHEAST OF THE EAST CORNER OF A CONCRETE AND
 JU3618'BRICK BUILDING.  THE MARK IS A STANDARD TRAVERSE DISK SET
 JU3618'FLUSH IN A DRILLHOLE IN A CONCRETE SIDEWALK AND THE DISK IS
 JU3618'STAMPED GILPIN 1959.
 JU3618
 JU3618                          STATION RECOVERY (1984)
 JU3618
 JU3618'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (CT)
 JU3618'GILPIN 1959 RECOVERED GOOD.
 JU3618
 JU3618                          STATION RECOVERY (2009)
 JU3618
 JU3618'RECOVERY NOTE BY GEOCACHING 2009 (GAH)
 JU3618'THE SIDEWALKS IN THIS AREA HAVE BEEN RECONSTRUCTED TO ALLOW
 JU3618'HANDICAPPED ACCESS, APPARENTLY ELIMINATING JU3617, JU3618, JU3619 AND
 JU3618'JU3645 IN THE PROCESS.
 JU3618
 JU3618                          STATION RECOVERY (2013)
 JU3618
 JU3618'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3618'BELIEVED TO BE DESTROYED IN CONSTRUCTION OF HANDICAP ACCESIBLE
 JU3618'SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 CB2000 ***********************************************************************
 CB2000  DESIGNATION -  GLASGOW RM 1
 CB2000  PID         -  CB2000
 CB2000  STATE/COUNTY-  DE/NEW CASTLE
 CB2000  COUNTRY     -  US
 CB2000  USGS QUAD   -  ELKTON (2016)
 CB2000
 CB2000                         *CURRENT SURVEY CONTROL
 CB2000  ______________________________________________________________________
 CB2000* NAD 83(1986) POSITION- 39 36 23.38   (N) 075 47 06.47   (W)   HD_HELD1
 CB2000* NAVD 88 ORTHO HEIGHT -    29.384 (meters)       96.40  (feet) ADJUSTED
 CB2000  ______________________________________________________________________
 CB2000  GEOID HEIGHT    -        -33.110 (meters)                     GEOID18
 CB2000  DYNAMIC HEIGHT  -         29.370 (meters)       96.36  (feet) COMP
 CB2000  MODELED GRAVITY -    980,151.4   (mgal)                       NAVD 88
 CB2000
 CB2000  VERT ORDER      -  FIRST     CLASS II
 CB2000
 CB2000.The horizontal coordinates were determined by differentially corrected
 CB2000.hand held GPS observations or other comparable positioning techniques
 CB2000.and have an estimated accuracy of +/- 3 meters.
 CB2000
 CB2000.The orthometric height was determined by differential leveling and
 CB2000.adjusted by the NATIONAL GEODETIC SURVEY
 CB2000.in July 2019.
 CB2000
 CB2000.Significant digits in the geoid height do not necessarily reflect accuracy.
 CB2000.GEOID18 height accuracy estimate available here.
 CB2000
 CB2000.Click photographs - Photos may exist for this station.
 CB2000
 CB2000.The dynamic height is computed by dividing the NAVD 88
 CB2000.geopotential number by the normal gravity value computed on the
 CB2000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB2000.degrees latitude (g = 980.6199 gals.).
 CB2000
 CB2000.The modeled gravity was interpolated from observed gravity values.
 CB2000
 CB2000;                    North         East    Units  Estimated Accuracy
 CB2000;SPC DE       -   178,403.7     168,355.7     MT  (+/- 3 meters HH1 GPS) 
 CB2000
 CB2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3259784377(NAD 83)
 CB2000
 CB2000                          SUPERSEDED SURVEY CONTROL
 CB2000
 CB2000.No superseded survey control is available for this station.
 CB2000
 CB2000_MARKER: DR = REFERENCE MARK DISK
 CB2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB2000_STAMPING: GLASGOW 1961 NO 1
 CB2000_MARK LOGO: CGS
 CB2000_PROJECTION: FLUSH
 CB2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB2000+STABILITY: SURFACE MOTION
 CB2000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB2000+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2015
 CB2000
 CB2000  HISTORY     - Date     Condition        Report By
 CB2000  HISTORY     - 1961     MONUMENTED       CGS
 CB2000  HISTORY     - 20100925 GOOD             GEOCAC
 CB2000  HISTORY     - 20150511 GOOD             JARICE
 CB2000
 CB2000                          STATION DESCRIPTION
 CB2000
 CB2000'DESCRIBED BY GEOCACHING 2010 (LPC)
 CB2000'RECOVERED IN GOOD CONDITION.
 CB2000
 CB2000                          STATION RECOVERY (2015)
 CB2000
 CB2000'RECOVERY NOTE BY J A RICE INC 2015 (MRA)
 CB2000'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-SOUTHWEST OF BEAR, 5.6
 CB2000'MI (9.0 KM) SOUTH-SOUTHWEST OF NEWARK AND 2.1 MI (3.4 KM) WEST OF
 CB2000'GLASGOW DE.
 CB2000'
 CB2000'TO REACH FROM THE JUNCTION OF DE 896 AND US 40 IN GLASGOW, DE, GO WEST
 CB2000'ON US 40 FOR 2.38 MI (3.83 KM) TO THE MARYLAND-DELAWARE STATE LINE AND
 CB2000'THE MARK ON THE RIGHT.
 CB2000'
 CB2000'IT IS 35.6 FT (10.9 M) NORTH OF THE CENTERLINE OF THE WEST  BOUND
 CB2000'TRAFFIC LANE OF HIGHWAY 40, 40.6 FT (12.4 M) EAST-NORTHEAST OF THE
 CB2000'SIGN BOARD 'MARYLAND STATE LINE' AND ABOUT 3 FT (0.9 M) HIGHER THAN
 CB2000'THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3542 ***********************************************************************
 JU3542  DESIGNATION -  GOLTS
 JU3542  PID         -  JU3542
 JU3542  STATE/COUNTY-  DE/NEW CASTLE
 JU3542  COUNTRY     -  US
 JU3542  USGS QUAD   -  MILLINGTON (2016)
 JU3542
 JU3542                         *CURRENT SURVEY CONTROL
 JU3542  ______________________________________________________________________
 JU3542* NAD 83(1991) POSITION- 39 20 41.41321(N) 075 45 48.46822(W)   ADJUSTED
 JU3542* NAVD 88 ORTHO HEIGHT -    21.9   (meters)       72.    (feet) VERTCON3
 JU3542  ______________________________________________________________________
 JU3542  GEOID HEIGHT    -        -33.612 (meters)                     GEOID18
 JU3542  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 JU3542  HORZ ORDER      -  SECOND
 JU3542
 JU3542.The horizontal coordinates were established by classical geodetic methods
 JU3542.and adjusted by the National Geodetic Survey in January 1992.
 JU3542
 JU3542.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3542
 JU3542.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3542.GEOID18 height accuracy estimate available here.
 JU3542
 JU3542.Click photographs - Photos may exist for this station.
 JU3542
 JU3542.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3542
 JU3542. The following values were computed from the NAD 83(1991) position.
 JU3542
 JU3542;                    North         East     Units Scale Factor Converg.
 JU3542;SPC DE       -   149,345.960   170,104.727   MT  1.00000600   -0 13 11.5
 JU3542;SPC DE       -   489,979.20    558,085.26   sFT  1.00000600   -0 13 11.5
 JU3542;SPC MD       -   187,010.149   506,589.794   MT  0.99998329   +0 46 33.9
 JU3542;SPC MD       -   613,549.13  1,662,036.68   sFT  0.99998329   +0 46 33.9
 JU3542;UTM  18      - 4,355,322.543   434,212.073   MT  0.99965329   -0 29 02.6
 JU3542
 JU3542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3542!SPC DE       -   1.00000184  x   1.00000600  =   1.00000784
 JU3542!SPC MD       -   1.00000184  x   0.99998329  =   0.99998513
 JU3542!UTM  18      -   1.00000184  x   0.99965329  =   0.99965513
 JU3542
 JU3542:                Primary Azimuth Mark                     Grid Az
 JU3542:SPC DE       -  WHARTON                                  178 10 47.3
 JU3542:SPC MD       -  WHARTON                                  177 11 01.9
 JU3542:UTM  18      -  WHARTON                                  178 26 38.4
 JU3542
 JU3542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3421255322(NAD 83)
 JU3542
 JU3542|---------------------------------------------------------------------|
 JU3542| PID    Reference Object                     Distance      Geod. Az  |
 JU3542|                                                           dddmmss.s |
 JU3542| CB2005 GOLTS AZ MK                                        0725733.5 |
 JU3542| CB2006 GOLTS RM 1                           24.702 METERS 10139     |
 JU3542| JU3528 WHARTON                             APPROX. 1.5 KM 1775735.8 |
 JU3542| CB2007 GOLTS RM 2                           22.220 METERS 25438     |
 JU3542| JU3529 BOUNDARY MONUMENT 61                 41.698 METERS 26625     |
 JU3542|---------------------------------------------------------------------|
 JU3542
 JU3542                          SUPERSEDED SURVEY CONTROL
 JU3542
 JU3542  NAD 83(1986)-  39 20 41.40517(N)    075 45 48.47709(W) AD(       ) 2
 JU3542  NAD 27      -  39 20 41.00220(N)    075 45 49.71740(W) AD(       ) 2
 JU3542  NGVD 29 (07/19/86)   22.1    (m)           73.     (f) VERT ANG       
 JU3542
 JU3542.Superseded values are not recommended for survey control.
 JU3542
 JU3542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3542.See file dsdata.pdf to determine how the superseded data were derived.
 JU3542
 JU3542_MARKER: DS = TRIANGULATION STATION DISK
 JU3542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3542_STAMPING: GOLTS 1961
 JU3542_MARK LOGO: CGS
 JU3542_PROJECTION: PROJECTING 5 CENTIMETERS
 JU3542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3542+STABILITY: SURFACE MOTION
 JU3542
 JU3542  HISTORY     - Date     Condition        Report By
 JU3542  HISTORY     - 1961     MONUMENTED       CGS
 JU3542  HISTORY     - 1975     GOOD             NGS
 JU3542  HISTORY     - 1976     GOOD             NGS
 JU3542  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU3542
 JU3542                          STATION DESCRIPTION
 JU3542
 JU3542'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3542'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTHWEST OF
 JU3542'TOWNSEND DELAWARE, 1.0 MILE NORTHEAST OF THE SMALL VILLAGE
 JU3542'OF GOLTS AND ON PROPERTY OWNED BY MR. ERWIN BROWN WHO GAVE
 JU3542'PERMISSION.
 JU3542'
 JU3542'TO REACH THE STATION FROM THE GENERAL STORE IN THE SMALL
 JU3542'VILLAGE OF GOLTS, GO NORTH FOR 0.1 MILE TO THE MAIN ROAD,
 JU3542'TURN RIGHT AND GO NORTHERLY ON ASPHALT ROAD FOR 0.75 MILE
 JU3542'TO A SIDE ROAD RIGHT, TURN RIGHT ON GRAVELED ROAD AND GO 0.45
 JU3542'MILE TO THE STATE LINE, CONTINUE ON GRAVELED ROAD FOR 0.2 MILE
 JU3542'TO A PRIVATE ROAD RIGHT, TURN RIGHT AND GO 0.15 MILE TO A
 JU3542'RAILROAD CROSSING, (CROSS OVER RAILROAD TRACK AND GO 0.1 MILE
 JU3542'TO THE EDGE OF THE TIMBER AND THE AZIMUTH MARK.), TURN RIGHT
 JU3542'AND FOLLOW ALONG THE EDGE OF THE FIELD FOR 0.2 MILE TO THE
 JU3542'STATION.
 JU3542'
 JU3542'THE STATION, IS A STANDARD DISK SET IN THE TOP OF A 10 X 10
 JU3542'INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES ABOVE
 JU3542'THE SURFACE OF THE GROUND, STAMPED GOLTS 1961.  IT IS 59.0
 JU3542'FEET EAST OF A 24-INCH MAPLE TREE, 47.3 FEET SOUTH-SOUTHEAST
 JU3542'OF THE SOUTH RAIL OF A RAILROAD TRACK AND 5.7 FEET NORTHEAST
 JU3542'OF A STANDARD METAL WITNESS POST AND MARKER.
 JU3542'
 JU3542'REFERENCE MARK 1, IS A STANDARD DISK SET IN THE TOP OF A
 JU3542'10 X 10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES
 JU3542'ABOVE THE SURFACE OF THE GROUND, STAMPED GOLTS NO 1 1961.  IT
 JU3542'IS 116.5 FEET SOUTHEAST OF THE SOUTH RAIL OF THE RAILROAD
 JU3542'TRACK AND 82.5 FEET WEST-NORTHWEST OF A STANDARD METAL
 JU3542'WITNESS POST AND MARKER.
 JU3542'
 JU3542'REFERENCE MARK 2, IS A STANDARD DISK SET IN THE TOP OF A
 JU3542'10 X 10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES
 JU3542'ABOVE THE SURFACE, STAMPED GOLTS NO 2 1961.  IT
 JU3542'IS 69.8 FEET EAST OF A STANDARD METAL WITNESS POST AND MARKER,
 JU3542'17.5 FEET NORTHWEST OF A 24-INCH MAPLE TREE AND 15.8 FEET
 JU3542'SOUTH OF THE SOUTH RAIL OF A RAILROAD TRACK.
 JU3542'
 JU3542'AZIMUTH MARK, IS A STANDARD DISK SET IN THE TOP OF A
 JU3542'10 X 10 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 JU3542'OF THE GROUND, STAMPED GOLTS 1961.  IT IS 18.0 FEET EAST OF
 JU3542'THE EAST END OF OPEN FIELD, 10.5 FEET SOUTHEAST OF A 30-INCH
 JU3542'OAK TREE, 11.0 FEET WEST-NORTHWEST OF A 30-INCH OAK TREE AND
 JU3542'8.0 FEET EAST-NORTHEAST OF A STANDARD METAL WITNESS POST AND
 JU3542'MARKER.
 JU3542'
 JU3542'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 JU3542
 JU3542                          STATION RECOVERY (1975)
 JU3542
 JU3542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JU3542'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 JU3542'CONDITION AS DESCRIBED IN THE 1961 DESCRIPTION.  A LONGER
 JU3542'DISTANCE OF 0.01 FOOT OR 0.005 METER WAS NOTED TO REFERENCE
 JU3542'MARK 1.  ALL OTHER OBSERVATIONS WERE WITHIN CLOSE AGREEMENT
 JU3542'WITH THE 1961 DESCRIPTION.
 JU3542'
 JU3542'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3542'1 MILE NORTHEAST OF GOLTS.
 JU3542
 JU3542                          STATION RECOVERY (1976)
 JU3542
 JU3542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JU3542'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 JU3542'CONDITION AS PREVIOUSLY DESCRIBED.  THE PREVIOUS DESCRIPTIONS
 JU3542'ARE ADEQUATE.  A SHORTER DISTANCE OF 0.01 FOOT OR 0.005 METER
 JU3542'TO RM 1 WAS NOTED.  ALL OTHER DISTANCES AND DIRECTIONS
 JU3542'CHECKED 1961 OBSERVATIONS.
 JU3542'
 JU3542'THE MARYLAND-DELAWARE BOUNDARY MONUMENT NUMBER 61 WAS
 JU3542'ESTABLISHED AT THIS DATE, SEE DESCRIPTION THEREOF.
 JU3542'
 JU3542'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3542'1 MILE NORTHEAST OF GOLTS.
 JU3542
 JU3542                          STATION RECOVERY (2013)
 JU3542
 JU3542'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3542'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1402 ***********************************************************************
 HU1402  DESIGNATION -  GOOD LUCK
 HU1402  PID         -  HU1402
 HU1402  STATE/COUNTY-  DE/SUSSEX
 HU1402  COUNTRY     -  US
 HU1402  USGS QUAD   -  BETHANY BEACH (2016)
 HU1402
 HU1402                         *CURRENT SURVEY CONTROL
 HU1402  ______________________________________________________________________
 HU1402* NAD 83(1991) POSITION- 38 31 04.17471(N) 075 03 14.62860(W)   ADJUSTED
 HU1402* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 HU1402  ______________________________________________________________________
 HU1402  GEOID HEIGHT    -        -35.833 (meters)                     GEOID18
 HU1402  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 HU1402  HORZ ORDER      -  THIRD
 HU1402
 HU1402.The horizontal coordinates were established by classical geodetic methods
 HU1402.and adjusted by the National Geodetic Survey in January 1992.
 HU1402
 HU1402.The orthometric height was scaled from a topographic map.
 HU1402
 HU1402.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1402.GEOID18 height accuracy estimate available here.
 HU1402
 HU1402.Click photographs - Photos may exist for this station.
 HU1402
 HU1402.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1402
 HU1402. The following values were computed from the NAD 83(1991) position.
 HU1402
 HU1402;                    North         East     Units Scale Factor Converg.
 HU1402;SPC DE       -    57,541.466   231,622.970   MT  1.00000731   +0 13 32.9
 HU1402;SPC DE       -   188,783.96    759,916.36   sFT  1.00000731   +0 13 32.9
 HU1402;UTM  18      - 4,263,272.850   495,286.940   MT  0.99960027   -0 02 01.2
 HU1402
 HU1402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1402!SPC DE       -   1.00000519  x   1.00000731  =   1.00001250
 HU1402!UTM  18      -   1.00000519  x   0.99960027  =   0.99960546
 HU1402
 HU1402:                Primary Azimuth Mark                     Grid Az
 HU1402:SPC DE       -  DAISY MARSH 2                            174 26 49.1
 HU1402:UTM  18      -  DAISY MARSH 2                            174 42 23.2
 HU1402
 HU1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9528663272(NAD 83)
 HU1402
 HU1402|---------------------------------------------------------------------|
 HU1402| PID    Reference Object                     Distance      Geod. Az  |
 HU1402|                                                           dddmmss.s |
 HU1402| HU1441 DAISY MARSH 2                       APPROX. 3.1 KM 1744022.0 |
 HU1402| DC7325 GOOD LUCK RM 1                       39.750 METERS 20223     |
 HU1402| HU1391 JOHN TUNNELS HOUSE CHIMNEY          APPROX. 1.8 KM 2664437.2 |
 HU1402| HU1381 BETHEL CHURCH SPIRE                 APPROX. 4.4 KM 3113350.0 |
 HU1402| DC7326 GOOD LUCK RM 2                       51.150 METERS 33903     |
 HU1402| HU1398 AUDITORIUM CENTER OF BUILDING       APPROX. 2.4 KM 3511307.8 |
 HU1402|---------------------------------------------------------------------|
 HU1402
 HU1402                          SUPERSEDED SURVEY CONTROL
 HU1402
 HU1402  NAD 83(1986)-  38 31 04.15663(N)    075 03 14.64863(W) AD(       ) 3
 HU1402  NAD 27      -  38 31 03.75700(N)    075 03 16.00000(W) AD(       ) 3
 HU1402  USSD        -  38 31 04.06600(N)    075 03 15.76800(W) AD(       ) 3
 HU1402
 HU1402.Superseded values are not recommended for survey control.
 HU1402
 HU1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1402.See file dsdata.pdf to determine how the superseded data were derived.
 HU1402
 HU1402_MARKER: DS = TRIANGULATION STATION DISK
 HU1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1402_MARK LOGO: CGS
 HU1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1402+STABILITY: SURFACE MOTION
 HU1402
 HU1402  HISTORY     - Date     Condition        Report By
 HU1402  HISTORY     - 1909     MONUMENTED       CGS
 HU1402  HISTORY     - 1920     MARK NOT FOUND   CGS
 HU1402
 HU1402                          STATION DESCRIPTION
 HU1402
 HU1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (ES)
 HU1402'THIS IS ON A LOW SAND HILL ABOUT MIDWAY BETWEEN THE OCEAN AND
 HU1402'THE MARSHLAND.  IT IS ABOUT 1/4 MILE S OF THE STATION
 HU1402'LEMMY.  THIS POINT.  WHICH SEES DAISY MARSH 2, MILLERS CREEK,
 HU1402'TUNNEL 2, BETHEL CHURCH SPIRE, HOTEL TOWER, COTTON
 HU1402'PATCH.  WAS FOUND AFTER A LONG SEARCH AND ONE CANNOT MOVE 10
 HU1402'FEET FROM IT WITHOUT LOSING SIGHT OF ONE OR MORE OF THESE
 HU1402'POINTS.  IT IS JUST A LITTLE E OF THE LINE OF TELEPHONE POLES
 HU1402'AND ABOUT HALF-WAY BETWEEN TWO OF THEM.
 HU1402'
 HU1402'IT IS MARKED WITH A COPPER TRIANGULATION-STATION MARK SET IN
 HU1402'CEMENT 3 FEET BELOW THE SURFACE OVER WHICH IS A CEMENT BLOCK
 HU1402'IN WHICH IS SET 1-INCH GALVANIZED-IRON PIPE 18 INCHES LONG,
 HU1402'IN WHICH IS FASTENED A COPPER TRIANGULATION-STATION MARK.
 HU1402'
 HU1402'REFERENCE MARK NO.1 IS A ROUND CEMENT POST 2 METERS N OF A
 HU1402'TELEPHONE POLE.  REFERENCE MARK NO.2 IS A SQUARE CEMENT POST
 HU1402'2 METERS S OF A TELEPHONE POLE.
 HU1402
 HU1402                          STATION RECOVERY (1920)
 HU1402
 HU1402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920 (OWF)
 HU1402'WORN OUT AND TUMBLED ABOUT BY THE WAVES.  GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3399 ***********************************************************************
 JU3399  DESIGNATION -  GOOSE
 JU3399  PID         -  JU3399
 JU3399  STATE/COUNTY-  DE/KENT
 JU3399  COUNTRY     -  US
 JU3399  USGS QUAD   -  BOMBAY HOOK ISLAND (2016)
 JU3399
 JU3399                         *CURRENT SURVEY CONTROL
 JU3399  ______________________________________________________________________
 JU3399* NAD 83(1991) POSITION- 39 15 09.77861(N) 075 24 04.84727(W)   ADJUSTED
 JU3399* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 JU3399  ______________________________________________________________________
 JU3399  GEOID HEIGHT    -        -34.192 (meters)                     GEOID18
 JU3399  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 JU3399  HORZ ORDER      -  SECOND
 JU3399
 JU3399.The horizontal coordinates were established by classical geodetic methods
 JU3399.and adjusted by the National Geodetic Survey in January 1992.
 JU3399
 JU3399.The orthometric height was scaled from a topographic map.
 JU3399
 JU3399.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3399.GEOID18 height accuracy estimate available here.
 JU3399
 JU3399.Click photographs - Photos may exist for this station.
 JU3399
 JU3399.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3399
 JU3399. The following values were computed from the NAD 83(1991) position.
 JU3399
 JU3399;                    North         East     Units Scale Factor Converg.
 JU3399;SPC DE       -   139,061.411   201,322.394   MT  0.99999502   +0 00 34.9
 JU3399;SPC DE       -   456,237.31    660,505.22   sFT  0.99999502   +0 00 34.9
 JU3399;SPC NJ       -    46,940.889    72,205.244   MT  0.99997449   -0 34 13.3
 JU3399;SPC NJ       -   154,005.23    236,893.37   sFT  0.99997449   -0 34 13.3
 JU3399;UTM  18      - 4,344,898.134   465,370.614   MT  0.99961476   -0 15 14.2
 JU3399
 JU3399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3399!SPC DE       -   1.00000540  x   0.99999502  =   1.00000042
 JU3399!SPC NJ       -   1.00000540  x   0.99997449  =   0.99997989
 JU3399!UTM  18      -   1.00000540  x   0.99961476  =   0.99962016
 JU3399
 JU3399:                Primary Azimuth Mark                     Grid Az
 JU3399:SPC DE       -  SHIP JOHN SHOAL LIGHT                    020 01 57.2
 JU3399:SPC NJ       -  SHIP JOHN SHOAL LIGHT                    020 36 45.4
 JU3399:UTM  18      -  SHIP JOHN SHOAL LIGHT                    020 17 46.3
 JU3399
 JU3399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6537044898(NAD 83)
 JU3399
 JU3399|---------------------------------------------------------------------|
 JU3399| PID    Reference Object                     Distance      Geod. Az  |
 JU3399|                                                           dddmmss.s |
 JU3399| JU3391 NEW COHANSEY LIGHT                  APPROX.10.5 KM 0191605.4 |
 JU3399| JU3396 SHIP JOHN SHOAL LIGHT               APPROX. 6.2 KM 0200232.1 |
 JU3399| JU3375 ELBOW OF CROSS LEDGE LIGHT          APPROX.13.9 KM 1241442.7 |
 JU3399| JU3371 MIAH MAULL SHOAL LIGHT              APPROX.21.7 KM 1295949.3 |
 JU3399| CB2008 GOOSE RM 1                           33.321 METERS 27036     |
 JU3399| CB2009 GOOSE RM 2                           45.940 METERS 33816     |
 JU3399|---------------------------------------------------------------------|
 JU3399
 JU3399                          SUPERSEDED SURVEY CONTROL
 JU3399
 JU3399  NAD 83(1986)-  39 15 09.77068(N)    075 24 04.85579(W) AD(       ) 2
 JU3399  NAD 27      -  39 15 09.36200(N)    075 24 06.14600(W) AD(       ) 2
 JU3399
 JU3399.Superseded values are not recommended for survey control.
 JU3399
 JU3399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3399.See file dsdata.pdf to determine how the superseded data were derived.
 JU3399
 JU3399_MARKER: DS = TRIANGULATION STATION DISK
 JU3399_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JU3399_STAMPING: GOOSE 1933
 JU3399_MARK LOGO: CGS
 JU3399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3399
 JU3399  HISTORY     - Date     Condition        Report By
 JU3399  HISTORY     - 1933     MONUMENTED       CGS
 JU3399  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3399
 JU3399                          STATION DESCRIPTION
 JU3399
 JU3399'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3399'THIS STATION IS ON GOOSE POINT, WHICH IS THE POINT JUST N OF
 JU3399'THE LEIPSIC RIVER ON THE W SHORE OF THE DELAWARE RIVER.  THE
 JU3399'STATION IS 1/2 MILE N OF THE MOUTH OF THE LEIPSIC RIVER ABOUT
 JU3399'115 FEET W OF THE HIGH WATER MARK, ON THE W EDGE OF THE BRUSH,
 JU3399'AND NE OF THE LEIPSIC RIVER RANGE LIGHTS.  THE MARK PROJECTS
 JU3399'5 INCHES.
 JU3399'
 JU3399'STATION MARK IS A STANDARD BRONZE DISK IN A TILE.
 JU3399'UNDERGROUND MARK IS A BLOCK OF CONCRETE BELOW THE
 JU3399'GROUND CONTAINING A STANDARD BRONZE DISK.
 JU3399'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD BRONZE DISKS SET
 JU3399'IN CONCRETE IN THE TOP OF A TILE.
 JU3399'
 JU3399'REFERENCE MARK NO.1 IS W OF THE STATION AND PROJECTS 8 INCHES.
 JU3399'
 JU3399'REFERENCE MARK NO.2 IS NNW OF THE STATION AND PROJECTS
 JU3399'12 INCHES.
 JU3399'
 JU3399'GROUND VERY UNSTABLE FOR USING INSTRUMENT.
 JU3399
 JU3399                          STATION RECOVERY (1946)
 JU3399
 JU3399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3399'IT IS RECOMMENED THAT THIS STATION AND BOTH REFERENCE MARKS BE
 JU3399'CONSIDERED AS LOST.  EIGHT HOURS WERE SPENT SEARCHING FOR THE
 JU3399'STATION AND REFERENCE MARKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1360 ***********************************************************************
 HU1360  DESIGNATION -  GORDON
 HU1360  PID         -  HU1360
 HU1360  STATE/COUNTY-  DE/SUSSEX
 HU1360  COUNTRY     -  US
 HU1360  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU1360
 HU1360                         *CURRENT SURVEY CONTROL
 HU1360  ______________________________________________________________________
 HU1360* NAD 83(1991) POSITION- 38 44 57.84963(N) 075 04 52.48445(W)   ADJUSTED
 HU1360* NAVD 88 ORTHO HEIGHT -    20.6   (meters)       68.    (feet) VERTCON3
 HU1360  ______________________________________________________________________
 HU1360  GEOID HEIGHT    -        -35.657 (meters)                     GEOID18
 HU1360  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 HU1360  HORZ ORDER      -  SECOND
 HU1360
 HU1360.The horizontal coordinates were established by classical geodetic methods
 HU1360.and adjusted by the National Geodetic Survey in January 1992.
 HU1360
 HU1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1360
 HU1360.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1360.GEOID18 height accuracy estimate available here.
 HU1360
 HU1360.Click photographs - Photos may exist for this station.
 HU1360
 HU1360.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1360
 HU1360. The following values were computed from the NAD 83(1991) position.
 HU1360
 HU1360;                    North         East     Units Scale Factor Converg.
 HU1360;SPC DE       -    83,239.388   229,158.419   MT  1.00000547   +0 12 35.8
 HU1360;SPC DE       -   273,094.56    751,830.58   sFT  1.00000547   +0 12 35.8
 HU1360;UTM  18      - 4,288,971.260   492,940.045   MT  0.99960061   -0 03 03.1
 HU1360
 HU1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1360!SPC DE       -   1.00000237  x   1.00000547  =   1.00000784
 HU1360!UTM  18      -   1.00000237  x   0.99960061  =   0.99960298
 HU1360
 HU1360:                Primary Azimuth Mark                     Grid Az
 HU1360:SPC DE       -  GORDON AZ MK                             179 30 55.9
 HU1360:UTM  18      -  GORDON AZ MK                             179 46 34.8
 HU1360
 HU1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9294088971(NAD 83)
 HU1360
 HU1360|---------------------------------------------------------------------|
 HU1360| PID    Reference Object                     Distance      Geod. Az  |
 HU1360|                                                           dddmmss.s |
 HU1360| DC7327 GORDON AZ MK                                       1794331.7 |
 HU1360| HU1358 REHOBOTH BEACH STANDPIPE            APPROX. 3.6 KM 1811625.5 |
 HU1360| HU1373 REHOBOTH BEACH MUNICIPAL TANK       APPROX. 3.6 KM 1812807.7 |
 HU1360| HU1359 GORDON RM 1                          46.414 METERS 23726     |
 HU1360| HU1334 HARBOR OF REFUGE LIGHTHOUSE         APPROX. 7.3 KM 3522202.5 |
 HU1360| DC7328 GORDON RM 2                          42.791 METERS 35815     |
 HU1360|---------------------------------------------------------------------|
 HU1360
 HU1360                          SUPERSEDED SURVEY CONTROL
 HU1360
 HU1360  NAD 83(1986)-  38 44 57.83547(N)    075 04 52.49385(W) AD(       ) 2
 HU1360  NAD 27      -  38 44 57.43166(N)    075 04 53.84477(W) AD(       ) 2
 HU1360  NGVD 29 (07/19/86)   20.8    (m)           68.     (f) VERT ANG       
 HU1360
 HU1360.Superseded values are not recommended for survey control.
 HU1360
 HU1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1360.See file dsdata.pdf to determine how the superseded data were derived.
 HU1360
 HU1360_MARKER: DS = TRIANGULATION STATION DISK
 HU1360_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HU1360+WITH SETTING: PAVEMENT
 HU1360_SP_SET: OBSERVATION TOWER FLOOR
 HU1360_STAMPING: GORDON 1962
 HU1360_MARK LOGO: CGS
 HU1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1360+STABILITY: SURFACE MOTION
 HU1360
 HU1360  HISTORY     - Date     Condition        Report By
 HU1360  HISTORY     - 1962     MONUMENTED       CGS
 HU1360  HISTORY     - 1970     MARK NOT FOUND   NGS
 HU1360  HISTORY     - 1975     MARK NOT FOUND   NGS
 HU1360  HISTORY     - 19950825 MARK NOT FOUND   USPSQD
 HU1360
 HU1360                          STATION DESCRIPTION
 HU1360
 HU1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1360'THE STATION IS LOCATED ON THE TOP CENTER OF FORMER MILITARY
 HU1360'OBSERVATION TOWER, LOCATED 2.3 MILES NORTH OF REHOBOTH
 HU1360'BEACH, 3.5 MILES SOUTHEAST OF LEWES AND ON PROPERTY OF THE
 HU1360'STATE HIGHWAY DEPARTMENT.
 HU1360'
 HU1360'TO REACH THE STATION FROM THE POST OFFICE IN REHOBOTH BEACH,
 HU1360'GO EAST ON REHOBOTH AVENUE FOR 0.15 MILE TO FIRST STREET,
 HU1360'TURN LEFT AND GO NORTHWEST ON FIRST STREET FOR 0.3 MILE TO A
 HU1360'T-STREET, TURN RIGHT AND GO 0.05 MILE TO WHERE FIRST STREET
 HU1360'TURNS LEFT, TURN LEFT AND GO NORTH ON FIRST STREET FOR 0.3
 HU1360'MILE TO A T-STREET, TURN RIGHT AND GO EAST FOR 0.2 MILE TO A
 HU1360'CROSS STREET, CONTINUE EAST FOR 0.1 MILE AND THEN NORTH ALONG
 HU1360'THE SHORE LINE FOR 1.55 MILES TO THE AZIMUTH MARK ON THE
 HU1360'RIGHT, JUST BEFORE REACHING THE SOUTH ONE OF TWO CONCRETE
 HU1360'OBSERVATION TOWERS, CONTINUE NORTH ALONG THE WEST SIDE OF
 HU1360'THE TELEPHONE LINE FOR 0.22 MILE TO THE NORTH ONE OF TWO
 HU1360'CONCRETE OBSERVATION TOWERS AND THE STATION IS LOCATED ON
 HU1360'TOP OF THE OBSERVATION TOWER AS DESCRIBED.
 HU1360'
 HU1360'THE STATION MARK IS A STANDARD DISK STAMPED GORDON 1962,
 HU1360'SET IN CONCRETE IN A 4-INCH PIPE LOCATED IN THE TOP CENTER
 HU1360'OF THE OBSERVATION TOWER, 5.0 FEET WEST OF THE DOOR LEADING
 HU1360'TO THE TOP OF THE TOWER, 6.2 FEET NORTHEAST OF A CHIMNEY
 HU1360'AND 6.6 FEET EAST OF CONTROLE BOX.
 HU1360'
 HU1360'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GORDON NO 1
 HU1360'1962, SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HU1360'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 3.7 FEET EAST OF A
 HU1360'STANDARD METAL WITNESS POST AND MARKER, 27.0 FEET WEST OF THE
 HU1360'CENTER OF AN OLD BEACH ROAD, 52.4 FEET NORTHWEST OF A TELEPHONE
 HU1360'LINE POLE NUMBER 110, 87.8 FEET SOUTHWEST OF THE SOUTHWEST
 HU1360'CORNER OF A METAL BUILDING AND 148.8 FEET WEST-SOUTHWEST OF
 HU1360'THE NORTH SIDE OF THE DOOR TO THE CONCRETE OBSERVATION TOWER.
 HU1360'
 HU1360'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GORDON NO 2 1962,
 HU1360'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 HU1360'ABOVE THE GROUND SURFACE.  IT IS 2.9 FEET EAST OF A STANDARD
 HU1360'METAL WITNESS POST AND MARKER, 112.5 FEET EAST-SOUTHEAST OF
 HU1360'A TELEPHONE LINE POLE NUMBER 108, 134.5 FEET NORTH OF THE NORTH
 HU1360'SIDE OF THE DOOR TO THE OBSERVATION TOWER, 135.1 FEET EAST OF
 HU1360'THE CENTER OF THE OLD BEACH ROAD AND 140.5 FEET NORTHEAST OF
 HU1360'THE NORTHEAST CORNER OF THE METAL BUILDING.
 HU1360'
 HU1360'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GORDON 1962,
 HU1360'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 HU1360'ABOVE THE GROUND SURFACE.  IT IS 3.2 FEET EAST-NORTHEAST OF A
 HU1360'TELEPHONE LINE POLE NUMBER 120, 3.6 FEET SOUTHEAST OF A STANDARD
 HU1360'METAL WITNESS POST AND MARKER, 33.0 FEET EAST OF THE OLD BEACH
 HU1360'ROAD AND 245.6 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST SIDE OF
 HU1360'THE CONCRETE OBSERVATION TOWER.
 HU1360'
 HU1360'REFERENCE MARK NUMBER 1 WAS OBSERVED AND TRAVERSED TOO.
 HU1360'
 HU1360'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
 HU1360
 HU1360                          STATION RECOVERY (1970)
 HU1360
 HU1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1360'STATION MARK NOT ACTUALLY RECOVERED, BUT TOWER IS IN GOOD
 HU1360'CONDITION.  ENTRANCE IS SEALED SO VANDALS CANT GET IN.  RMS
 HU1360'1 AND 2 WERE RECOVERED IN GOOD CONDITION.  A THOROUGH SEARCH
 HU1360'WAS MADE FOR THE AZIMUTH MARK, BUT IT COULD NOT BE FOUND.
 HU1360'
 HU1360'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 HU1360'CHANGES--ALL TELEPHONE POLES AND WITNESS POSTS HAVE BEEN
 HU1360'REMOVED.  THE METAL BUILDING HAS BEEN TORN DOWN, BUT THE
 HU1360'FOUNDATION STILL REMAINS.
 HU1360'
 HU1360'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1360'3.5 MILES SE OF LEWES.
 HU1360
 HU1360                          STATION RECOVERY (1975)
 HU1360
 HU1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 HU1360'THE STATION MARK WAS NOT ACTUALLY RECOVERED, AS MENTIONED
 HU1360'IN THE 1962 DESCRIPTION, IT IS IN A DRILL HOLE IN THE ROOF
 HU1360'OF A CONCRETE SILO.  THE CONCRETE SILO WAS RECOVERED AND IT WAS
 HU1360'FOUND TO BE IN GOOD CONDITION, BUT THE ENTRANCE DOOR NOW IS
 HU1360'SEALED.
 HU1360'
 HU1360'REFERENCE MARK NO 1 WAS RECOVERED AND IT WAS FOUND TO BE IN
 HU1360'GOOD CONDITION.  THIS MARK WAS ALSO OCCUPIED IN 1962.
 HU1360'
 HU1360'REFERENCE MARK NO 2 WAS RECOVERED AND IT WAS FOUND TO BE IN
 HU1360'GOOD CONDITION.
 HU1360'
 HU1360'THE AZIMUTH MARK WAS NOT RECOVERED.
 HU1360'
 HU1360'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1360'3.5 MILES SOUTHEAST OF LEWES.
 HU1360
 HU1360                          STATION RECOVERY (1995)
 HU1360
 HU1360'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU1360'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1359 ***********************************************************************
 HU1359  DESIGNATION -  GORDON RM 1
 HU1359  PID         -  HU1359
 HU1359  STATE/COUNTY-  DE/SUSSEX
 HU1359  COUNTRY     -  US
 HU1359  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU1359
 HU1359                         *CURRENT SURVEY CONTROL
 HU1359  ______________________________________________________________________
 HU1359* NAD 83(1991) POSITION- 38 44 57.03949(N) 075 04 54.10437(W)   ADJUSTED
 HU1359* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 HU1359  ______________________________________________________________________
 HU1359  GEOID HEIGHT    -        -35.657 (meters)                     GEOID18
 HU1359  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 HU1359  HORZ ORDER      -  SECOND
 HU1359
 HU1359.The horizontal coordinates were established by classical geodetic methods
 HU1359.and adjusted by the National Geodetic Survey in January 1992.
 HU1359
 HU1359.The orthometric height was scaled from a topographic map.
 HU1359
 HU1359.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1359.GEOID18 height accuracy estimate available here.
 HU1359
 HU1359.Click photographs - Photos may exist for this station.
 HU1359
 HU1359.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1359
 HU1359. The following values were computed from the NAD 83(1991) position.
 HU1359
 HU1359;                    North         East     Units Scale Factor Converg.
 HU1359;SPC DE       -    83,214.263   229,119.394   MT  1.00000544   +0 12 34.8
 HU1359;SPC DE       -   273,012.13    751,702.55   sFT  1.00000544   +0 12 34.8
 HU1359;UTM  18      - 4,288,946.323   492,900.921   MT  0.99960062   -0 03 04.1
 HU1359
 HU1359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1359!SPC DE       -   1.00000516  x   1.00000544  =   1.00001060
 HU1359!UTM  18      -   1.00000516  x   0.99960062  =   0.99960578
 HU1359
 HU1359:                Primary Azimuth Mark                     Grid Az
 HU1359:SPC DE       -  MILITARY                                 330 46 31.3
 HU1359:UTM  18      -  MILITARY                                 331 02 10.2
 HU1359
 HU1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9290088946(NAD 83)
 HU1359
 HU1359|---------------------------------------------------------------------|
 HU1359| PID    Reference Object                     Distance      Geod. Az  |
 HU1359|                                                           dddmmss.s |
 HU1359| DC7328 GORDON RM 2                          77.596 METERS 02910     |
 HU1359| HU1360 GORDON                               46.414 METERS 05726     |
 HU1359| DC7327 GORDON AZ MK                                       1724852.9 |
 HU1359| HU1318 MILITARY                            APPROX. 3.4 KM 3305906.1 |
 HU1359|---------------------------------------------------------------------|
 HU1359
 HU1359                          SUPERSEDED SURVEY CONTROL
 HU1359
 HU1359  NAD 83(1986)-  38 44 57.02531(N)    075 04 54.11382(W) AD(       ) 2
 HU1359  NAD 27      -  38 44 56.62150(N)    075 04 55.46475(W) AD(       ) 2
 HU1359
 HU1359.Superseded values are not recommended for survey control.
 HU1359
 HU1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1359.See file dsdata.pdf to determine how the superseded data were derived.
 HU1359
 HU1359_MARKER: DR = REFERENCE MARK DISK
 HU1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1359_STAMPING: GORDON NO 1 1962
 HU1359_MARK LOGO: CGS
 HU1359_PROJECTION: PROJECTING 10 CENTIMETERS
 HU1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1359+STABILITY: SURFACE MOTION
 HU1359
 HU1359  HISTORY     - Date     Condition        Report By
 HU1359  HISTORY     - 1962     MONUMENTED       CGS
 HU1359  HISTORY     - 19950825 MARK NOT FOUND   USPSQD
 HU1359
 HU1359                          STATION DESCRIPTION
 HU1359
 HU1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU1359'TO REACH THE STATION FROM THE POST OFFICE IN REHOBOTH BEACH,
 HU1359'GO EAST ON REHOBOTH AVENUE FOR 0.15 MILE TO FIRST STREET,
 HU1359'TURN LEFT AND GO NORTHWEST ON FIRST STREET FOR 0.3 MILE TO A
 HU1359'T-STREET, TURN RIGHT AND GO 0.05 MILE TO WHERE FIRST STREET
 HU1359'TURNS LEFT, TURN LEFT AND GO NORTH ON FIRST STREET FOR 0.3
 HU1359'MILE TO A T-STREET, TURN RIGHT AND GO EAST FOR 0.2 MILE TO A
 HU1359'CROSS STREET, CONTINUE EAST FOR 0.1 MILE AND THEN NORTH ALONG
 HU1359'THE SHORE LINE FOR 1.55 MILES TO THE AZIMUTH MARK ON THE
 HU1359'RIGHT, JUST BEFORE REACHING THE SOUTH ONE OF TWO CONCRETE
 HU1359'OBSERVATION TOWERS, CONTINUE NORTH ALONG THE WEST SIDE OF
 HU1359'THE TELEPHONE LINE FOR 0.22 MILE TO THE NORTH ONE OF TWO
 HU1359'CONCRETE OBSERVATION TOWERS AND THE STATION.
 HU1359'
 HU1359'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GORDON NO 1
 HU1359'1962, SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HU1359'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 3.7 FEET EAST OF A
 HU1359'STANDARD METAL WITNESS POST AND MARKER, 27.0 FEET WEST OF THE
 HU1359'CENTER OF AN OLD BEACH ROAD, 52.4 FEET NORTHWEST OF A TELEPHONE
 HU1359'LINE POLE NUMBER 110, 87.8 FEET SOUTHWEST OF THE SOUTHWEST
 HU1359'CORNER OF A METAL BUILDING AND 148.8 FEET WEST-SOUTHWEST OF
 HU1359'THE NORTH SIDE OF THE DOOR TO THE CONCRETE OBSERVATION TOWER.
 HU1359
 HU1359                          STATION RECOVERY (1995)
 HU1359
 HU1359'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU1359'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL6553 ***********************************************************************
 DL6553  DESIGNATION -  GOSHEN
 DL6553  PID         -  DL6553
 DL6553  STATE/COUNTY-  DE/SUSSEX
 DL6553  COUNTRY     -  US
 DL6553  USGS QUAD   -  MILTON (2016)
 DL6553
 DL6553                         *CURRENT SURVEY CONTROL
 DL6553  ______________________________________________________________________
 DL6553* NAD 83(1986) POSITION- 38 46 29.2    (N) 075 18 42.9    (W)   HD_HELD2
 DL6553* NAVD 88 ORTHO HEIGHT -    10.871 (meters)       35.67  (feet) ADJUSTED
 DL6553  ______________________________________________________________________
 DL6553  GEOID HEIGHT    -        -35.579 (meters)                     GEOID18
 DL6553  DYNAMIC HEIGHT  -         10.864 (meters)       35.64  (feet) COMP
 DL6553  MODELED GRAVITY -    980,032.9   (mgal)                       NAVD 88
 DL6553
 DL6553  VERT ORDER      -  FIRST     CLASS II
 DL6553
 DL6553.The horizontal coordinates were established by autonomous hand held GPS
 DL6553.observations and have an estimated accuracy of +/- 10 meters.
 DL6553
 DL6553.The orthometric height was determined by differential leveling and
 DL6553.adjusted by the NATIONAL GEODETIC SURVEY
 DL6553.in January 2013.
 DL6553
 DL6553.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6553.GEOID18 height accuracy estimate available here.
 DL6553
 DL6553.Click photographs - Photos may exist for this station.
 DL6553
 DL6553.The dynamic height is computed by dividing the NAVD 88
 DL6553.geopotential number by the normal gravity value computed on the
 DL6553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6553.degrees latitude (g = 980.6199 gals.).
 DL6553
 DL6553.The modeled gravity was interpolated from observed gravity values.
 DL6553
 DL6553;                    North         East    Units  Estimated Accuracy
 DL6553;SPC DE       -    86,008.      209,103.      MT  (+/- 10 meters HH2 GPS)
 DL6553
 DL6553_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7290591830(NAD 83)
 DL6553
 DL6553                          SUPERSEDED SURVEY CONTROL
 DL6553
 DL6553  NAVD 88 (03/24/10)   10.871  (m)           35.67   (f) SUPERSEDED  2 2
 DL6553
 DL6553.Superseded values are not recommended for survey control.
 DL6553
 DL6553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6553.See file dsdata.pdf to determine how the superseded data were derived.
 DL6553
 DL6553_MARKER: DD = SURVEY DISK
 DL6553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6553_STAMPING: GOSHEN 2009
 DL6553_MARK LOGO: DEDT
 DL6553_PROJECTION: RECESSED 3 CENTIMETERS
 DL6553_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6553+STABILITY: SURFACE MOTION
 DL6553_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL6553+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 DL6553
 DL6553  HISTORY     - Date     Condition        Report By
 DL6553  HISTORY     - 20091104 MONUMENTED       DEDT
 DL6553  HISTORY     - 20120209 GOOD             DELCOS
 DL6553
 DL6553                          STATION DESCRIPTION
 DL6553
 DL6553'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL6553'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST-SOUTHEAST OF
 DL6553'ELLENDALE, 3.7 MI (6.0 KM) NORTH-NORTHWEST OF HARBESON AND IN THE TOWN
 DL6553'OF MILTON, DE.
 DL6553'
 DL6553'TO REACH FROM THE INTERSECTION OF STATE ROUTE 9 (LEWES-GEORGETOWN HWY)
 DL6553'AND STATE ROUTE 5 (HARBESON ROAD) PROCEED 3.75 MI (6.0 KM) NORTHWEST
 DL6553'ALONG STATE ROUTE 5 (HARBESON RD), THENCE 0.35 MI (0.6 KM) NORTHWEST
 DL6553'ALONG FEDERAL STREET TO THE MARK ON THE LEFT.  TO REACH FROM THE
 DL6553'INTERSECTION OF STATE ROUTE 16 (MILTON-ELLENDALE HWY/BROADKILL RD) AND
 DL6553'STATE ROUTE 5 (UNION ST) PROCEED 0.8 MI (1.3 KM) SOUTHEAST TO THE
 DL6553'INTERSECTION OF UNION STREET AND FEDERAL STREET IN THE TOWN OF MILTON
 DL6553'THENCE PROCEED SOUTHEAST ALONG STATE ROUTE 5 (FEDERAL STREET) 0.2 MI
 DL6553'(0.3 KM) TO THE MARK ON THE RIGHT.  THE MARK IS ON THE SOUTHWESTERLY
 DL6553'CORNER OF FEDERAL AND MULBERRY STREETS IN MILTON ON THE GROUNDS OF
 DL6553'GOSHEN UNITED METHODIST CHURCH.
 DL6553'
 DL6553'THE MARK IS 3.6 FT (1.1 M) NORTHWEST FROM THE WESTERLY EDGE OF A
 DL6553'CONCRETE SIDEWALK, 17.3 FT (5.3 M) NORTHEAST OF THE NORTHERLY EDGE OF
 DL6553'AN ASPHALT DRIVEWAY TO THE CHURCH, 64 EAST-SOUTHEAST OF THE SOUTHEAST
 DL6553'CORNER OF THE GOSHEN UNITED METHODIST CHURCH BUILDING AND, 31.4 FT
 DL6553'(9.6 M) SOUTH OF THE EASTERLY END OF A BRICK SIGN.
 DL6553
 DL6553                          STATION RECOVERY (2012)
 DL6553
 DL6553'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL6553'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1928 ***********************************************************************
 JU1928  DESIGNATION -  GP 3
 JU1928  PID         -  JU1928
 JU1928  STATE/COUNTY-  DE/NEW CASTLE
 JU1928  COUNTRY     -  US
 JU1928  USGS QUAD   -  SAINT GEORGES (2016)
 JU1928
 JU1928                         *CURRENT SURVEY CONTROL
 JU1928  ______________________________________________________________________
 JU1928* NAD 83(1986) POSITION- 39 33 10.     (N) 075 42 04.     (W)   SCALED
 JU1928* NAVD 88 ORTHO HEIGHT -    19.983 (meters)       65.56  (feet) ADJUSTED
 JU1928  ______________________________________________________________________
 JU1928  GEOID HEIGHT    -        -33.264 (meters)                     GEOID18
 JU1928  DYNAMIC HEIGHT  -         19.974 (meters)       65.53  (feet) COMP
 JU1928  MODELED GRAVITY -    980,142.0   (mgal)                       NAVD 88
 JU1928
 JU1928  VERT ORDER      -  FIRST     CLASS I
 JU1928
 JU1928.The horizontal coordinates were scaled from a map and have
 JU1928.an estimated accuracy of +/- 6 seconds.
 JU1928
 JU1928.The orthometric height was determined by differential leveling and
 JU1928.adjusted by the NATIONAL GEODETIC SURVEY
 JU1928.in June 1991.
 JU1928
 JU1928.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1928.GEOID18 height accuracy estimate available here.
 JU1928
 JU1928.Click photographs - Photos may exist for this station.
 JU1928
 JU1928.The dynamic height is computed by dividing the NAVD 88
 JU1928.geopotential number by the normal gravity value computed on the
 JU1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1928.degrees latitude (g = 980.6199 gals.).
 JU1928
 JU1928.The modeled gravity was interpolated from observed gravity values.
 JU1928
 JU1928;                    North         East    Units  Estimated Accuracy
 JU1928;SPC DE       -   172,410.      175,550.      MT  (+/- 180 meters Scaled)
 JU1928
 JU1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ397783(NAD 83)
 JU1928
 JU1928                          SUPERSEDED SURVEY CONTROL
 JU1928
 JU1928  NGVD 29 (11/26/84)   20.223  (m)           66.35   (f) ADJUSTED    1 1
 JU1928
 JU1928.Superseded values are not recommended for survey control.
 JU1928
 JU1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1928.See file dsdata.pdf to determine how the superseded data were derived.
 JU1928
 JU1928_MARKER: DD = SURVEY DISK
 JU1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1928_STAMPING: GP 3
 JU1928_MARK LOGO: USACE
 JU1928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1928+STABILITY: SURFACE MOTION
 JU1928
 JU1928  HISTORY     - Date     Condition        Report By
 JU1928  HISTORY     - UNK      MONUMENTED       USACE
 JU1928  HISTORY     - 1963     GOOD             CGS
 JU1928  HISTORY     - 19891204 MARK NOT FOUND   USGS
 JU1928
 JU1928                          STATION DESCRIPTION
 JU1928
 JU1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1928'1.2 MI S FROM KIRKWOOD.
 JU1928'1.25 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1928'CROSSING OF STATE HIGHWAY 71 AT KIRKWOOD, ABOUT 0.35 MILE NORTH
 JU1928'OF THE NORTH END OF THE RAILROAD DRAWBRIDGE OVER THE
 JU1928'CHESAPEAKE AND DELAWARE CANAL, AT A ROAD CROSSING, 21.5 FEET
 JU1928'WEST OF WEST RAIL, 27 FEET SOUTHWEST OF CENTER OF THE CROSSING,
 JU1928'12 FEET SOUTH OF CENTER LINE OF ROAD, 4 1/2 FEET EAST OF A POST
 JU1928'SUPPORTING SIGN WITH LEGEND PRIVATE CROSSING, P.R.R., 5 FEET
 JU1928'ABOVE LEVEL OF TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JU1928'PROJECTING 4 INCHES.
 JU1928
 JU1928                          STATION RECOVERY (1989)
 JU1928
 JU1928'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989
 JU1928'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4134 ***********************************************************************
 JU4134  DESIGNATION -  GPS K 1
 JU4134  PID         -  JU4134
 JU4134  STATE/COUNTY-  DE/KENT
 JU4134  COUNTRY     -  US
 JU4134  USGS QUAD   -  FREDERICA (2016)
 JU4134
 JU4134                         *CURRENT SURVEY CONTROL
 JU4134  ______________________________________________________________________
 JU4134* NAD 83(2011) POSITION- 39 06 47.85496(N) 075 27 58.54992(W)   ADJUSTED
 JU4134* NAD 83(2011) ELLIP HT-   -28.834 (meters)        (06/27/12)   ADJUSTED
 JU4134* NAD 83(2011) EPOCH   -  2010.00
 JU4134* NAVD 88 ORTHO HEIGHT -     5.727 (meters)       18.79  (feet) ADJUSTED
 JU4134  ______________________________________________________________________
 JU4134  GEOID HEIGHT    -        -34.647 (meters)                     GEOID18
 JU4134  NAD 83(2011) X  -  1,243,552.695 (meters)                     COMP
 JU4134  NAD 83(2011) Y  - -4,796,808.162 (meters)                     COMP
 JU4134  NAD 83(2011) Z  -  4,002,065.480 (meters)                     COMP
 JU4134  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 JU4134  DYNAMIC HEIGHT  -          5.724 (meters)       18.78  (feet) COMP
 JU4134  MODELED GRAVITY -    980,076.7   (mgal)                       NAVD 88
 JU4134
 JU4134  VERT ORDER      -  SECOND    CLASS II
 JU4134
 JU4134  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4134  Standards:
 JU4134         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4134            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4134  -------------------------------------------------------------------
 JU4134  NETWORK    4.47  14.48           1.88   1.77   7.39      0.14251341
 JU4134  -------------------------------------------------------------------
 JU4134  Click here for local accuracies and other accuracy information.
 JU4134
 JU4134.The horizontal coordinates were established by GPS observations
 JU4134.and adjusted by the National Geodetic Survey in June 2012.
 JU4134
 JU4134.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4134.been affixed to the stable North American tectonic plate. See 
 JU4134.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4134
 JU4134.The horizontal coordinates are valid at the epoch date displayed above
 JU4134.which is a decimal equivalence of Year/Month/Day.
 JU4134
 JU4134.The orthometric height was determined by differential leveling and
 JU4134.adjusted by the NATIONAL GEODETIC SURVEY
 JU4134.in March 1994.
 JU4134
 JU4134.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4134.GEOID18 height accuracy estimate available here.
 JU4134
 JU4134.Click photographs - Photos may exist for this station.
 JU4134
 JU4134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4134
 JU4134.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4134
 JU4134.The ellipsoidal height was determined by GPS observations
 JU4134.and is referenced to NAD 83.
 JU4134
 JU4134.The dynamic height is computed by dividing the NAVD 88
 JU4134.geopotential number by the normal gravity value computed on the
 JU4134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4134.degrees latitude (g = 980.6199 gals.).
 JU4134
 JU4134.The modeled gravity was interpolated from observed gravity values.
 JU4134
 JU4134. The following values were computed from the NAD 83(2011) position.
 JU4134
 JU4134;                    North         East     Units Scale Factor Converg.
 JU4134;SPC DE       -   123,583.923   195,710.454   MT  0.99999523   -0 01 52.6
 JU4134;SPC DE       -   405,458.25    642,093.38   sFT  0.99999523   -0 01 52.6
 JU4134;UTM  18      - 4,329,452.430   459,689.768   MT  0.99962001   -0 17 38.9
 JU4134
 JU4134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4134!SPC DE       -   1.00000452  x   0.99999523  =   0.99999975
 JU4134!UTM  18      -   1.00000452  x   0.99962001  =   0.99962453
 JU4134
 JU4134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5968929452(NAD 83)
 JU4134
 JU4134|---------------------------------------------------------------------|
 JU4134| PID    Reference Object                     Distance      Geod. Az  |
 JU4134|                                                           dddmmss.s |
 JU4134| JU4135 GPS K 1 A                           383.064 METERS 12742     |
 JU4134|---------------------------------------------------------------------|
 JU4134
 JU4134                          SUPERSEDED SURVEY CONTROL
 JU4134
 JU4134  NAD 83(2007)-  39 06 47.85559(N)    075 27 58.55003(W) AD(2002.00) 0
 JU4134  ELLIP H (02/10/07)  -28.807  (m)                       GP(2002.00)    
 JU4134  ELLIP H (10/30/02)  -28.891  (m)                       GP(       ) 4 2
 JU4134  ELLIP H (08/09/02)  -28.729  (m)                       GP(       ) 4 2
 JU4134  NAD 83(1991)-  39 06 47.85555(N)    075 27 58.55047(W) AD(       ) B
 JU4134  ELLIP H (10/23/91)  -28.834  (m)                       GP(       ) 4 1
 JU4134  NAVD 88               5.73   (m)           18.8    (f) LEVELING    3  
 JU4134  NGVD 29               5.97   (m)           19.6    (f) LEVELING    3  
 JU4134
 JU4134.Superseded values are not recommended for survey control.
 JU4134
 JU4134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4134.See file dsdata.pdf to determine how the superseded data were derived.
 JU4134
 JU4134_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4134_STAMPING: GPS K-1 1990
 JU4134_MARK LOGO: DEDHT
 JU4134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4134+STABILITY: SURFACE MOTION
 JU4134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4134+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2021
 JU4134
 JU4134  HISTORY     - Date     Condition        Report By
 JU4134  HISTORY     - 1990     MONUMENTED       DEDHT
 JU4134  HISTORY     - 19910109 GOOD             NGS
 JU4134  HISTORY     - 19960904 GOOD             NGS
 JU4134  HISTORY     - 1999     GOOD             USPSQD
 JU4134  HISTORY     - 20050830 POOR             DEDT
 JU4134  HISTORY     - 20111005 GOOD             NGS
 JU4134  HISTORY     - 20120320 GOOD             DELCOS
 JU4134  HISTORY     - 20210309 GOOD             USPSQD
 JU4134
 JU4134                          STATION DESCRIPTION
 JU4134
 JU4134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JU4134'STATION IS LOCATED ABOUT 7 KM (4.3 MI) SOUTHEAST OF DOVER, 1.2 KM
 JU4134'(0.7 MI) NORTHWEST OF THE JUNCTION OF US HIGHWAY 113 AND STATE
 JU4134'HIGHWAY 9, IN THE MEDIAN OF US HIGHWAY 113, AND ACROSS HIGHWAY FROM
 JU4134'DOVER AIR FORCE BASE. OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 JU4134'TO REACH FROM THE JUNCTION OF US HIGHWAYS 13 AND 113 IN DOVER, GO
 JU4134'SOUTHEAST ON HIGHWAY 113 FOR 5.19 KM (3.22 MI) TO A CROSSROAD AT THE
 JU4134'MAIN GATE TO THE AIR FORCE BASE.  CONTINUE AHEAD FOR 1.48 KM
 JU4134'(0.92 MI) TO THE STATION ON THE LEFT, JUST BEFORE REACHING A PAVED
 JU4134'ROAD RIGHT LEADING TO A SAND AND GRAVEL PIT.
 JU4134'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST 5 CM
 JU4134'BELOW GROUND.  IT IS 40.9 M (134.2 FT) NORTHWEST OF THE SOUTHEAST END
 JU4134'OF THE GRASS MEDIAN AT A CROSSOVER FROM ROAD TO GRAVEL PIT, 11.5 M
 JU4134'(37.7 FT) SOUTHWEST OF THE CENTER OF THE NORTHBOUND LANES, 11.6 M
 JU4134'(38.1 FT) NORTHEAST OF THE CENTER OF THE SOUTHBOUND LANES, 0.5 M
 JU4134'(1.6 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST, AND ABOUT 140 M
 JU4134'(459.3 FT) NORTHWEST OF RUNWAY APPROACH LIGHTS ACROSS THE HIGHWAY.
 JU4134'DESCRIBED BY G.R.HEID.
 JU4134
 JU4134                          STATION RECOVERY (1996)
 JU4134
 JU4134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 JU4134'RECOVERED AS DESCRIBED.
 JU4134
 JU4134                          STATION RECOVERY (1999)
 JU4134
 JU4134'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU4134'RECOVERED IN GOOD CONDITION.
 JU4134
 JU4134                          STATION RECOVERY (2005)
 JU4134
 JU4134'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2005 (JRC)
 JU4134'MARK HAS BEEN DISTURBED BY MAJOR ROAD CONSTRUCTION. ACCESS IS ALSO
 JU4134'DIFFICULT DUE TO PLACEMENT OF GUARDRAIL DIRECTLY OVER STATION. ALSO
 JU4134'NOTE THAT DATA SHEET CURRENTLY SHOWS THIS STATION TO BE IN NEWCASTLE
 JU4134'COUNTY WHEN IT IS ACTUALLY LOCATED IN KENT COUNTY.
 JU4134
 JU4134                          STATION RECOVERY (2011)
 JU4134
 JU4134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (DRD)
 JU4134'RECOVERED IN GOOD CONDITION.
 JU4134
 JU4134                          STATION RECOVERY (2012)
 JU4134
 JU4134'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU4134'APPROX. 2 FEET INTO A BLACK PIPE UNDER THE CENTER GUARDRAIL OF ROUTE 1
 JU4134'(BAY ROAD).
 JU4134
 JU4134                          STATION RECOVERY (2021)
 JU4134
 JU4134'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 JU4134'VERY DIFFICULT TO CLEAN ENOUGH TO BE READABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4135 ***********************************************************************
 JU4135  CBN         -  This is a Cooperative Base Network Control Station.
 JU4135  DESIGNATION -  GPS K 1 A
 JU4135  PID         -  JU4135
 JU4135  STATE/COUNTY-  DE/KENT
 JU4135  COUNTRY     -  US
 JU4135  USGS QUAD   -  FREDERICA (2016)
 JU4135
 JU4135                         *CURRENT SURVEY CONTROL
 JU4135  ______________________________________________________________________
 JU4135* NAD 83(2011) POSITION- 39 06 40.25959(N) 075 27 45.93340(W)   ADJUSTED
 JU4135* NAD 83(2011) ELLIP HT-   -30.509 (meters)        (06/27/12)   ADJUSTED
 JU4135* NAD 83(2011) EPOCH   -  2010.00
 JU4135* NAVD 88 ORTHO HEIGHT -     4.158 (meters)       13.64  (feet) ADJUSTED
 JU4135  ______________________________________________________________________
 JU4135  GEOID HEIGHT    -        -34.659 (meters)                     GEOID18
 JU4135  NAD 83(2011) X  -  1,243,882.860 (meters)                     COMP
 JU4135  NAD 83(2011) Y  - -4,796,873.860 (meters)                     COMP
 JU4135  NAD 83(2011) Z  -  4,001,882.684 (meters)                     COMP
 JU4135  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 JU4135  DYNAMIC HEIGHT  -          4.155 (meters)       13.63  (feet) COMP
 JU4135  MODELED GRAVITY -    980,076.2   (mgal)                       NAVD 88
 JU4135
 JU4135  VERT ORDER      -  SECOND    CLASS II
 JU4135
 JU4135  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4135  Standards:
 JU4135         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4135            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4135  -------------------------------------------------------------------
 JU4135  NETWORK    0.31   0.61           0.14   0.11   0.31     -0.00262658
 JU4135  -------------------------------------------------------------------
 JU4135  Click here for local accuracies and other accuracy information.
 JU4135
 JU4135.The horizontal coordinates were established by GPS observations
 JU4135.and adjusted by the National Geodetic Survey in June 2012.
 JU4135
 JU4135.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4135.been affixed to the stable North American tectonic plate. See 
 JU4135.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4135
 JU4135.The horizontal coordinates are valid at the epoch date displayed above
 JU4135.which is a decimal equivalence of Year/Month/Day.
 JU4135
 JU4135.The orthometric height was determined by differential leveling and
 JU4135.adjusted by the NATIONAL GEODETIC SURVEY
 JU4135.in March 1994.
 JU4135
 JU4135.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4135.GEOID18 height accuracy estimate available here.
 JU4135
 JU4135.Click photographs - Photos may exist for this station.
 JU4135
 JU4135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4135
 JU4135.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4135
 JU4135.The ellipsoidal height was determined by GPS observations
 JU4135.and is referenced to NAD 83.
 JU4135
 JU4135.The dynamic height is computed by dividing the NAVD 88
 JU4135.geopotential number by the normal gravity value computed on the
 JU4135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4135.degrees latitude (g = 980.6199 gals.).
 JU4135
 JU4135.The modeled gravity was interpolated from observed gravity values.
 JU4135
 JU4135. The following values were computed from the NAD 83(2011) position.
 JU4135
 JU4135;                    North         East     Units Scale Factor Converg.
 JU4135;SPC DE       -   123,349.537   196,013.439   MT  0.99999520   -0 01 44.7
 JU4135;SPC DE       -   404,689.27    643,087.42   sFT  0.99999520   -0 01 44.7
 JU4135;UTM  18      - 4,329,216.745   459,991.561   MT  0.99961971   -0 17 30.9
 JU4135
 JU4135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4135!SPC DE       -   1.00000479  x   0.99999520  =   0.99999999
 JU4135!UTM  18      -   1.00000479  x   0.99961971  =   0.99962449
 JU4135
 JU4135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5999129216(NAD 83)
 JU4135
 JU4135|---------------------------------------------------------------------|
 JU4135| PID    Reference Object                     Distance      Geod. Az  |
 JU4135|                                                           dddmmss.s |
 JU4135| JU4134 GPS K 1                             383.064 METERS 30742     |
 JU4135|---------------------------------------------------------------------|
 JU4135
 JU4135                          SUPERSEDED SURVEY CONTROL
 JU4135
 JU4135  NAD 83(2007)-  39 06 40.25978(N)    075 27 45.93401(W) AD(2002.00) 0
 JU4135  ELLIP H (02/10/07)  -30.500  (m)                       GP(2002.00)    
 JU4135  ELLIP H (02/12/02)  -30.506  (m)                       GP(       ) 4 1
 JU4135  NAD 83(1991)-  39 06 40.25972(N)    075 27 45.93428(W) AD(       ) B
 JU4135  ELLIP H (10/23/91)  -30.618  (m)                       GP(       ) 4 1
 JU4135  NAVD 88               4.16   (m)           13.6    (f) LEVELING    3  
 JU4135  NGVD 29               4.40   (m)           14.4    (f) LEVELING    3  
 JU4135
 JU4135.Superseded values are not recommended for survey control.
 JU4135
 JU4135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4135.See file dsdata.pdf to determine how the superseded data were derived.
 JU4135
 JU4135_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4135_STAMPING: GPS K-1A 1990
 JU4135_MARK LOGO: NGS
 JU4135_PROJECTION: RECESSED 3 CENTIMETERS
 JU4135_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4135+STABILITY: SURFACE MOTION
 JU4135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4135+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2012
 JU4135
 JU4135  HISTORY     - Date     Condition        Report By
 JU4135  HISTORY     - 1990     MONUMENTED       DEDHT
 JU4135  HISTORY     - 19910109 GOOD             NGS
 JU4135  HISTORY     - 1999     GOOD             USPSQD
 JU4135  HISTORY     - 20000227 GOOD             NGS
 JU4135  HISTORY     - 20030827 GOOD             DEWDAV
 JU4135  HISTORY     - 20040625 GOOD             DEDT
 JU4135  HISTORY     - 20090403 GOOD             INDIV
 JU4135  HISTORY     - 20111010 GOOD             DELCOS
 JU4135  HISTORY     - 20120320 GOOD             DELCOS
 JU4135
 JU4135                          STATION DESCRIPTION
 JU4135
 JU4135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JU4135'STATION IS LOCATED ABOUT 7.5 KM (4.7 MI) SOUTHEAST OF DOVER, 0.85 KM
 JU4135'(0.53 MI) NORTHWEST OF THE JUNCTION OF US HIGHWAY 113 AND STATE
 JU4135'HIGHWAY 9, IN THE MEDIAN OF US HIGHWAY 113, AND ACROSS HIGHWAY FROM
 JU4135'DOVER AIR FORCE BASE.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 JU4135'TO REACH FROM THE JUNCTION OF US HIGHWAYS 13 AND 113 IN DOVER, GO
 JU4135'SOUTHEAST ON HIGHWAY 113 FOR 5.19 KM (3.22 MI) TO A CROSSROAD AT THE
 JU4135'MAIN GATE TO THE AIR FORCE BASE.  CONTINUE AHEAD FOR 1.62 KM
 JU4135'(1.01 MI) TO RUNWAY APPROACH LIGHTS ACROSS THE HIGHWAY.  CONTINUE
 JU4135'AHEAD FOR 0.24 KM (0.15 MI) TO THE STATION ON THE LEFT.
 JU4135'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST FLUSH
 JU4135'WITH THE GROUND.  IT IS 11.6 M (38.1 FT) SOUTHWEST OF THE CENTER OF
 JU4135'THE NORTHBOUND LANES, 11.4 M (37.4 FT) NORTHEAST OF THE CENTER OF THE
 JU4135'SOUTHBOUND LANES, 0.5 M (1.6 FT) NORTHWEST OF A FIBERGLASS WITNESS
 JU4135'POST, 25.0 M (82.0 FT) SOUTHEAST OF THE EAST CORNER OF A METAL GRATE
 JU4135'IN A CATCH BASIN, AND 6.3 M (20.7 FT) SOUTHEAST OF THE EXTENDED
 JU4135'CENTER OF A PAVED ROAD ON THE AIR FORCE BASE LEADING NORTHEAST.
 JU4135'DESCRIBED BY G.R.HEID.
 JU4135
 JU4135                          STATION RECOVERY (1999)
 JU4135
 JU4135'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU4135'RECOVERED IN GOOD CONDITION.
 JU4135
 JU4135                          STATION RECOVERY (2000)
 JU4135
 JU4135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 JU4135'THE STATION IS LOCATED ON THE SOUTH SIDE OF DOVER IN THE MEDIAN OF
 JU4135'COMBINED US HIGHWAY 113 AND STATE HIGHWAY 1, ABOUT 1.21 KM (0.75 MI)
 JU4135'NORTH OF THE JUNCTION OF STATE HIGHWAY 9 NORTH, 0.40 KM (0.25 MI)
 JU4135'NORTHWEST OF HIGHWAY MILEPOST 50.  OWNERSHIP--DELAWARE DEPARTMENT OF
 JU4135'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF COMBINED
 JU4135'HIGHWAYS, STATE HIGHWAY 1 AND US HIGHWAY 113 AND STATE HIGHWAY 9
 JU4135'NORTH, LOCATED ON THE SOUTH SIDE OF DOVER AND ON THE SOUTHEAST SIDE OF
 JU4135'THE DOVER AIR FORCE BASE, GO NORTHWEST ON COMBINED HIGHWAYS 1 AND 113
 JU4135'FOR 1.21 KM (0.75 MI) TO THE STATION ON THE LEFT, IN THE MEDIAN OF THE
 JU4135'HIGHWAY, DIRECTLY SOUTHWEST AND ACROSS THE AIR FORCE BASE FENCE AND
 JU4135'NORTH BOUND LANE OF THE HIGHWAY FROM THE T-JUNCTION OF THE AFB
 JU4135'PERIMETER ROAD AND A ROAD LEADING NORTHEAST.  THE STATION IS AN NGS
 JU4135'HORIZONTAL CONTROL DISK IN THE TOP OF A 30 CM CONCRETE POST ABOUT 1 CM
 JU4135'BELOW THE GROUND.  LOCATED 0.4 KM (0.25 MI) NORTHWEST OF HIGHWAY
 JU4135'MILEPOST 50, 25.0 M (82.0 FT) SOUTHEAST OF THE EAST CORNER OF THE
 JU4135'METAL GRATE OF A CATCH BASIN, 11.6 M (38.1 FT) SOUTHWEST OF THE CENTER
 JU4135'OF THE NORTH BOUND LANE OF THE HIGHWAY, 11.4 M (37.4 FT) NORTHEAST OF
 JU4135'THE SOUTH BOUND LANE OF THE HIGHWAY AND 0.3 M (1.0 FT) SOUTHEAST OF A
 JU4135'FIBERGLASS WITNESS POST.
 JU4135
 JU4135                          STATION RECOVERY (2003)
 JU4135
 JU4135'RECOVERY NOTE BY DEWBERRY DAVIS 2003 (KEC)
 JU4135'RECOVERED IN GOOD CONDITION.
 JU4135
 JU4135                          STATION RECOVERY (2004)
 JU4135
 JU4135'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2004 (JC)
 JU4135'RECOVERED AS DESCRIBED.
 JU4135
 JU4135                          STATION RECOVERY (2009)
 JU4135
 JU4135'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (WRA)
 JU4135'RECOVERED AS DESCRIBED
 JU4135
 JU4135                          STATION RECOVERY (2011)
 JU4135
 JU4135'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011 (ARD)
 JU4135'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
 JU4135
 JU4135                          STATION RECOVERY (2012)
 JU4135
 JU4135'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU4135'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AJ8044 ***********************************************************************
 AJ8044  CBN         -  This is a Cooperative Base Network Control Station.
 AJ8044  DESIGNATION -  GPS K 100
 AJ8044  PID         -  AJ8044
 AJ8044  STATE/COUNTY-  DE/KENT
 AJ8044  COUNTRY     -  US
 AJ8044  USGS QUAD   -  HARRINGTON (2016)
 AJ8044
 AJ8044                         *CURRENT SURVEY CONTROL
 AJ8044  ______________________________________________________________________
 AJ8044* NAD 83(2011) POSITION- 38 55 55.58166(N) 075 33 57.74376(W)   ADJUSTED
 AJ8044* NAD 83(2011) ELLIP HT-   -20.091 (meters)        (06/27/12)   ADJUSTED
 AJ8044* NAD 83(2011) EPOCH   -  2010.00
 AJ8044* NAVD 88 ORTHO HEIGHT -    15.0   (meters)       49.    (feet) GPS OBS
 AJ8044  ______________________________________________________________________
 AJ8044  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8044  GEOID HEIGHT    -        -35.083 (meters)                     GEOID99
 AJ8044  GEOID HEIGHT    -        -35.103 (meters)                     GEOID18
 AJ8044  NAD 83(2011) X  -  1,238,356.096 (meters)                     COMP
 AJ8044  NAD 83(2011) Y  - -4,811,237.954 (meters)                     COMP
 AJ8044  NAD 83(2011) Z  -  3,986,444.053 (meters)                     COMP
 AJ8044  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 AJ8044
 AJ8044  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8044  Standards:
 AJ8044         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8044            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8044  -------------------------------------------------------------------
 AJ8044  NETWORK    0.70   1.31           0.31   0.26   0.67     -0.08818545
 AJ8044  -------------------------------------------------------------------
 AJ8044  Click here for local accuracies and other accuracy information.
 AJ8044
 AJ8044.The horizontal coordinates were established by GPS observations
 AJ8044.and adjusted by the National Geodetic Survey in June 2012.
 AJ8044
 AJ8044.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8044.been affixed to the stable North American tectonic plate. See 
 AJ8044.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8044
 AJ8044.The horizontal coordinates are valid at the epoch date displayed above
 AJ8044.which is a decimal equivalence of Year/Month/Day.
 AJ8044
 AJ8044.The orthometric height was determined by GPS observations and a
 AJ8044.high-resolution geoid model.
 AJ8044
 AJ8044.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8044.GEOID18 height accuracy estimate available here.
 AJ8044
 AJ8044.Click photographs - Photos may exist for this station.
 AJ8044
 AJ8044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8044
 AJ8044.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8044
 AJ8044.The ellipsoidal height was determined by GPS observations
 AJ8044.and is referenced to NAD 83.
 AJ8044
 AJ8044. The following values were computed from the NAD 83(2011) position.
 AJ8044
 AJ8044;                    North         East     Units Scale Factor Converg.
 AJ8044;SPC DE       -   103,478.818   187,048.036   MT  0.99999706   -0 05 37.9
 AJ8044;SPC DE       -   339,496.76    613,673.43   sFT  0.99999706   -0 05 37.9
 AJ8044;UTM  18      - 4,309,394.651   450,938.632   MT  0.99962964   -0 21 20.5
 AJ8044
 AJ8044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8044!SPC DE       -   1.00000315  x   0.99999706  =   1.00000021
 AJ8044!UTM  18      -   1.00000315  x   0.99962964  =   0.99963279
 AJ8044
 AJ8044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5093809394(NAD 83)
 AJ8044
 AJ8044                          SUPERSEDED SURVEY CONTROL
 AJ8044
 AJ8044  NAD 83(2007)-  38 55 55.58186(N)    075 33 57.74447(W) AD(2002.00) 0
 AJ8044  ELLIP H (02/10/07)  -20.063  (m)                       GP(2002.00)    
 AJ8044  NAD 83(1991)-  38 55 55.58189(N)    075 33 57.74456(W) AD(       ) A
 AJ8044  ELLIP H (02/12/02)  -20.059  (m)                       GP(       ) 4 1
 AJ8044
 AJ8044.Superseded values are not recommended for survey control.
 AJ8044
 AJ8044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8044.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8044
 AJ8044_MARKER: DD = SURVEY DISK
 AJ8044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8044_STAMPING: GPS K100 1994
 AJ8044_MARK LOGO: DEDHT
 AJ8044_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8044+STABILITY: SURFACE MOTION
 AJ8044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8044+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2011
 AJ8044
 AJ8044  HISTORY     - Date     Condition        Report By
 AJ8044  HISTORY     - 1994     MONUMENTED       DEDHT
 AJ8044  HISTORY     - 20030827 GOOD             DEWDAV
 AJ8044  HISTORY     - 20100907 GOOD             JMTMD
 AJ8044  HISTORY     - 20111117 GOOD             DELCOS
 AJ8044
 AJ8044                          STATION DESCRIPTION
 AJ8044
 AJ8044'DESCRIBED BY DE DEPT OF HIGHWAYS 1994 (JC)
 AJ8044'STATION IS LOCATED IN KENT COUNTY DELAWARE JUST NORTH OF HARRINGTON
 AJ8044'DELAWARE IN THE MEDIAN BETWEEN NORTH AND SOUTHBOUND LANES FOR US
 AJ8044'HIGHWAY 13.  TO REACH FROM THE INTERSECTION OF NORTHBOUND US HWY 13
 AJ8044'AND STATE ROUTE 14 IN HARRINGTON DE, PROCEED NORTH FOR 0.8 KM. (0.50
 AJ8044'MI) IT IS 24.2 M (79.4 FT) WEST OF THE CENTERLINE OF NORTHBOUND US HWY
 AJ8044'13, 21.5 M (70.5 FT) EAST OF THE CENTERLINE OF SOUTHBOUND US HWY 13,
 AJ8044'87.5 M (287.1 FT) NORTH OF THE CENTERLINE OF THE CROSSOVER AT THE
 AJ8044'AMERICAN LEGION POST.  MONUMENT IS 1 M (3.3 FT) SOUTH OF A FIBERGLASS
 AJ8044'WITNESS SIGN.  STATION IS AN ALUMINIUM DISK SET IN A .3 M (1.0 FT)
 AJ8044'CONCRETE POST.  MONUMENT IS INDICATED TO CONTAIN MAGNETIC MATERIAL OF
 AJ8044'AN UNKNOWN TYPE.
 AJ8044
 AJ8044                          STATION RECOVERY (2003)
 AJ8044
 AJ8044'RECOVERY NOTE BY DEWBERRY DAVIS 2003 (KEC)
 AJ8044'RECOVERED IN GOOD CONDITION.
 AJ8044
 AJ8044                          STATION RECOVERY (2010)
 AJ8044
 AJ8044'RECOVERY NOTE BY JMT ENGINEERING 2010 (EAS)
 AJ8044'GOOD LOCATION WITH EASY ACCESS.
 AJ8044
 AJ8044                          STATION RECOVERY (2011)
 AJ8044
 AJ8044'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 AJ8044'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AJ8039 ***********************************************************************
 AJ8039  CBN         -  This is a Cooperative Base Network Control Station.
 AJ8039  DESIGNATION -  GPS K1 RESET
 AJ8039  PID         -  AJ8039
 AJ8039  STATE/COUNTY-  DE/KENT
 AJ8039  COUNTRY     -  US
 AJ8039  USGS QUAD   -  FREDERICA (2016)
 AJ8039
 AJ8039                         *CURRENT SURVEY CONTROL
 AJ8039  ______________________________________________________________________
 AJ8039* NAD 83(2011) POSITION- 39 06 23.20309(N) 075 27 17.63160(W)   ADJUSTED
 AJ8039* NAD 83(2011) ELLIP HT-   -27.857 (meters)        (06/27/12)   ADJUSTED
 AJ8039* NAD 83(2011) EPOCH   -  2010.00
 AJ8039* NAVD 88 ORTHO HEIGHT -     6.8   (meters)       22.    (feet) GPS OBS
 AJ8039  ______________________________________________________________________
 AJ8039  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ8039  GEOID HEIGHT    -        -34.642 (meters)                     GEOID99
 AJ8039  GEOID HEIGHT    -        -34.686 (meters)                     GEOID18
 AJ8039  NAD 83(2011) X  -  1,244,624.876 (meters)                     COMP
 AJ8039  NAD 83(2011) Y  - -4,797,026.290 (meters)                     COMP
 AJ8039  NAD 83(2011) Z  -  4,001,476.215 (meters)                     COMP
 AJ8039  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC18
 AJ8039
 AJ8039  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8039  Standards:
 AJ8039         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8039            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8039  -------------------------------------------------------------------
 AJ8039  NETWORK    0.59   1.10           0.26   0.22   0.56     -0.02055326
 AJ8039  -------------------------------------------------------------------
 AJ8039  Click here for local accuracies and other accuracy information.
 AJ8039
 AJ8039.The horizontal coordinates were established by GPS observations
 AJ8039.and adjusted by the National Geodetic Survey in June 2012.
 AJ8039
 AJ8039.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8039.been affixed to the stable North American tectonic plate. See 
 AJ8039.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8039
 AJ8039.The horizontal coordinates are valid at the epoch date displayed above
 AJ8039.which is a decimal equivalence of Year/Month/Day.
 AJ8039
 AJ8039.The orthometric height was determined by GPS observations and a
 AJ8039.high-resolution geoid model.
 AJ8039
 AJ8039.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8039.GEOID18 height accuracy estimate available here.
 AJ8039
 AJ8039.Click photographs - Photos may exist for this station.
 AJ8039
 AJ8039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8039
 AJ8039.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8039
 AJ8039.The ellipsoidal height was determined by GPS observations
 AJ8039.and is referenced to NAD 83.
 AJ8039
 AJ8039. The following values were computed from the NAD 83(2011) position.
 AJ8039
 AJ8039;                    North         East     Units Scale Factor Converg.
 AJ8039;SPC DE       -   122,823.232   196,693.170   MT  0.99999513   -0 01 26.8
 AJ8039;SPC DE       -   402,962.55    645,317.51   sFT  0.99999513   -0 01 26.8
 AJ8039;UTM  18      - 4,328,687.526   460,668.616   MT  0.99961905   -0 17 13.0
 AJ8039
 AJ8039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8039!SPC DE       -   1.00000437  x   0.99999513  =   0.99999950
 AJ8039!UTM  18      -   1.00000437  x   0.99961905  =   0.99962342
 AJ8039
 AJ8039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6066828687(NAD 83)
 AJ8039
 AJ8039                          SUPERSEDED SURVEY CONTROL
 AJ8039
 AJ8039  NAD 83(2007)-  39 06 23.20329(N)    075 27 17.63226(W) AD(2002.00) 0
 AJ8039  ELLIP H (02/10/07)  -27.836  (m)                       GP(2002.00)    
 AJ8039  NAD 83(1991)-  39 06 23.20334(N)    075 27 17.63226(W) AD(       ) A
 AJ8039  ELLIP H (02/12/02)  -27.837  (m)                       GP(       ) 4 1
 AJ8039
 AJ8039.Superseded values are not recommended for survey control.
 AJ8039
 AJ8039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8039.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8039
 AJ8039_MARKER: DD = SURVEY DISK
 AJ8039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8039_STAMPING: GPS K-1 RESET 2000
 AJ8039_MARK LOGO: DEDHT
 AJ8039_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8039+STABILITY: SURFACE MOTION
 AJ8039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8039+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 AJ8039
 AJ8039  HISTORY     - Date     Condition        Report By
 AJ8039  HISTORY     - 2000     MONUMENTED       DEDHT
 AJ8039  HISTORY     - 20060412 GOOD             DEDT
 AJ8039  HISTORY     - 20111123 MARK NOT FOUND   DELCOS
 AJ8039
 AJ8039                          STATION DESCRIPTION
 AJ8039
 AJ8039'DESCRIBED BY DE DEPT OF HIGHWAYS 2000 (JC)
 AJ8039'STATION IS LOCATED IN KENT COUNTY DELAWARE ABOUT 8.35 KM (5.20 MI)
 AJ8039'SOUTHEAST OF DOVER DELAWARE.  IT IS 0.16 KM (0.10 MI) NORTHWEST OF THE
 AJ8039'JUNCTION OF US HIGHWAY 113 AND STATE ROUTE 9 IN A GRASS ISLAND ON THE
 AJ8039'EASTERLY SIDE OF US HIGHWAY 113 AND ADJACENT TO DOVER AIR FORCE BASE.
 AJ8039'TO REACH FROM THE JUNCTION OF US HWY 13 AND US HWY 113 IN DOVER GO
 AJ8039'SOUTHEAST ON US HWY 113 FOR 5.19 KM (3.20 MI) TO THE OVERPASS AT THE
 AJ8039'MAIN GATE OF DOVER AFB.  CONTINUE AHEAD 2.67 KM (1.65 MI) TO A
 AJ8039'LEFT-HAND TURN LANE ONTO DELAWARE ROUTE 9.  STATION IS SET IN THE
 AJ8039'CENTER OF THE GRASS ISLAND ON THE LEFT AFTER CROSSING NORTHBOUND
 AJ8039'HIGHWAY 113.  STATION IS SET IN THE TOP OF A 0.490 M (1.608 FT) ROUND
 AJ8039'CONCRETE POST ABOUT 2 CM BELOW THE GROUND SURFACE. IT IS 13.85 M
 AJ8039'(45.44 FT) EAST OF THE CENTERLINE OF NORTHBOUND HIGHWAY 113, 6.9 M
 AJ8039'(22.6 FT) WEST OF THE EDGE OF THE NORTHBOUND EXIT LANE OF STATE ROUTE
 AJ8039'9 AND 0.7 M (2.3 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 AJ8039
 AJ8039                          STATION RECOVERY (2006)
 AJ8039
 AJ8039'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2006 (EKS)
 AJ8039'RECOVERED IN GOOD CONDITION.
 AJ8039
 AJ8039                          STATION RECOVERY (2011)
 AJ8039
 AJ8039'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 AJ8039'DESTROYED, LOCATION NOW HAS AN OVERPASS CONSTRUCTED OVER IT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4136 ***********************************************************************
 JU4136  CBN         -  This is a Cooperative Base Network Control Station.
 JU4136  DESIGNATION -  GPS NC 1
 JU4136  PID         -  JU4136
 JU4136  STATE/COUNTY-  DE/NEW CASTLE
 JU4136  COUNTRY     -  US
 JU4136  USGS QUAD   -  CLAYTON (2016)
 JU4136
 JU4136                         *CURRENT SURVEY CONTROL
 JU4136  ______________________________________________________________________
 JU4136* NAD 83(2011) POSITION- 39 20 43.38256(N) 075 38 18.26852(W)   ADJUSTED
 JU4136* NAD 83(2011) ELLIP HT-   -17.999 (meters)        (06/27/12)   ADJUSTED
 JU4136* NAD 83(2011) EPOCH   -  2010.00
 JU4136* NAVD 88 ORTHO HEIGHT -    15.740 (meters)       51.64  (feet) ADJUSTED
 JU4136  ______________________________________________________________________
 JU4136  GEOID HEIGHT    -        -33.738 (meters)                     GEOID18
 JU4136  NAD 83(2011) X  -  1,225,095.332 (meters)                     COMP
 JU4136  NAD 83(2011) Y  - -4,784,744.638 (meters)                     COMP
 JU4136  NAD 83(2011) Z  -  4,022,031.673 (meters)                     COMP
 JU4136  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 JU4136  DYNAMIC HEIGHT  -         15.732 (meters)       51.61  (feet) COMP
 JU4136  MODELED GRAVITY -    980,113.6   (mgal)                       NAVD 88
 JU4136
 JU4136  VERT ORDER      -  SECOND    CLASS II
 JU4136
 JU4136  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4136  Standards:
 JU4136         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4136            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4136  -------------------------------------------------------------------
 JU4136  NETWORK    0.21   0.39           0.09   0.08   0.20      0.07021292
 JU4136  -------------------------------------------------------------------
 JU4136  Click here for local accuracies and other accuracy information.
 JU4136
 JU4136.The horizontal coordinates were established by GPS observations
 JU4136.and adjusted by the National Geodetic Survey in June 2012.
 JU4136
 JU4136.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4136.been affixed to the stable North American tectonic plate. See 
 JU4136.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4136
 JU4136.The horizontal coordinates are valid at the epoch date displayed above
 JU4136.which is a decimal equivalence of Year/Month/Day.
 JU4136
 JU4136.The orthometric height was determined by differential leveling and
 JU4136.adjusted by the NATIONAL GEODETIC SURVEY
 JU4136.in March 1994.
 JU4136
 JU4136.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4136.GEOID18 height accuracy estimate available here.
 JU4136
 JU4136.Click photographs - Photos may exist for this station.
 JU4136
 JU4136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4136
 JU4136.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4136
 JU4136.The ellipsoidal height was determined by GPS observations
 JU4136.and is referenced to NAD 83.
 JU4136
 JU4136.The dynamic height is computed by dividing the NAVD 88
 JU4136.geopotential number by the normal gravity value computed on the
 JU4136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4136.degrees latitude (g = 980.6199 gals.).
 JU4136
 JU4136.The modeled gravity was interpolated from observed gravity values.
 JU4136
 JU4136. The following values were computed from the NAD 83(2011) position.
 JU4136
 JU4136;                    North         East     Units Scale Factor Converg.
 JU4136;SPC DE       -   149,372.784   180,885.174   MT  0.99999950   -0 08 26.1
 JU4136;SPC DE       -   490,067.21    593,454.11   sFT  0.99999950   -0 08 26.1
 JU4136;UTM  18      - 4,355,299.669   444,988.676   MT  0.99963726   -0 24 17.1
 JU4136
 JU4136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4136!SPC DE       -   1.00000282  x   0.99999950  =   1.00000232
 JU4136!UTM  18      -   1.00000282  x   0.99963726  =   0.99964008
 JU4136
 JU4136:                Primary Azimuth Mark                     Grid Az
 JU4136:SPC DE       -  GPS NC 1 A                               333 00 38.0
 JU4136:UTM  18      -  GPS NC 1 A                               333 16 29.0
 JU4136
 JU4136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4498855299(NAD 83)
 JU4136
 JU4136|---------------------------------------------------------------------|
 JU4136| PID    Reference Object                     Distance      Geod. Az  |
 JU4136|                                                           dddmmss.s |
 JU4136| JU4137 GPS NC 1 A                          404.008 METERS 3325211.9 |
 JU4136|---------------------------------------------------------------------|
 JU4136
 JU4136                          SUPERSEDED SURVEY CONTROL
 JU4136
 JU4136  NAD 83(2007)-  39 20 43.38299(N)    075 38 18.26943(W) AD(2002.00) 0
 JU4136  ELLIP H (02/10/07)  -17.979  (m)                       GP(2002.00)    
 JU4136  ELLIP H (08/09/02)  -18.006  (m)                       GP(       ) 4 2
 JU4136  NAD 83(1991)-  39 20 43.38304(N)    075 38 18.26825(W) AD(       ) B
 JU4136  ELLIP H (10/23/91)  -18.043  (m)                       GP(       ) 4 1
 JU4136  NAVD 88              15.74   (m)           51.6    (f) LEVELING    3  
 JU4136  NGVD 29              15.99   (m)           52.5    (f) LEVELING    3  
 JU4136
 JU4136.Superseded values are not recommended for survey control.
 JU4136
 JU4136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4136.See file dsdata.pdf to determine how the superseded data were derived.
 JU4136
 JU4136_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4136_STAMPING: GPS NC-1 1990
 JU4136_MARK LOGO: NGS
 JU4136_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4136+STABILITY: SURFACE MOTION
 JU4136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4136+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU4136
 JU4136  HISTORY     - Date     Condition        Report By
 JU4136  HISTORY     - 1990     MONUMENTED       DEDHT
 JU4136  HISTORY     - 19910109 GOOD             NGS
 JU4136  HISTORY     - 20010331 GOOD             NGS
 JU4136  HISTORY     - 20040625 GOOD             DEDT
 JU4136  HISTORY     - 20051007 GOOD             JMTMD
 JU4136  HISTORY     - 20130711 GOOD             DELCOS
 JU4136
 JU4136                          STATION DESCRIPTION
 JU4136
 JU4136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JU4136'STATION IS LOCATED ABOUT 6 KM (3.7 MI) NORTHWEST OF SMYRNA, 0.65 KM
 JU4136'(0.40 MI) SOUTHEAST OF BLACK DIAMOND ROAD, ON THE SOUTHBOUND
 JU4136'RIGHT-OF-WAY OF US HIGHWAY 13, AT THE EDGE OF A TURF FARM.
 JU4136'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 JU4136'TO REACH FROM THE JUNCTION OF US HIGHWAY 13 AND STATE HIGHWAYS 6 WEST
 JU4136'AND 300 IN THE NORTH SECTION OF SMYRNA, GO NORTHWEST ON HIGHWAY 13
 JU4136'FOR 1.92 KM (1.19 MI) TO TO THE ENTRANCE TO A ROADSIDE REST ON THE
 JU4136'RIGHT. CONTINUE AHEAD FOR 1.57 KM (0.98 MI) TO SMYRNA LANDING ROAD ON
 JU4136'THE RIGHT.  CONTINUE AHEAD FOR 1.70 KM (1.06 MI) TO A MEDIAN
 JU4136'CROSSOVER ON THE LEFT.  TURN LEFT AND RETURN SOUTHBOUND FOR 0.09 KM
 JU4136'(0.06 MI) TO THE STATION ON THE RIGHT.
 JU4136'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST 1 CM
 JU4136'BELOW GOUND.  IT IS 92 M (301.8 FT) SOUTHEAST OF THE CENTER OF THE
 JU4136'CROSSOVER, 9.5 M (31.2 FT) SOUTHWEST OF, AND 0.4 M (1.3 FT) HIGHER
 JU4136'THAN THE CENTER OF THE SOUTHBOUND LANES, 0.4 M (1.3 FT) NORTHWEST OF
 JU4136'A FIBERGLASS WITNESS POST, 31.4 M (103.0 FT) SOUTHEAST OF MILEPOST
 JU4136'65, AND 80.8 M (265.1 FT) SOUTHEAST OF TELEPHONE PEDESTAL GB 101.
 JU4136'DESCRIBED BY G.R.HEID.
 JU4136
 JU4136                          STATION RECOVERY (2001)
 JU4136
 JU4136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU4136'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU4136
 JU4136                          STATION RECOVERY (2004)
 JU4136
 JU4136'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2004 (JC)
 JU4136'RECOVERED AS DESCRIBED.
 JU4136
 JU4136                          STATION RECOVERY (2005)
 JU4136
 JU4136'RECOVERY NOTE BY JMT ENGINEERING 2005 (BRH)
 JU4136'RECOVERED AS DESCRIBED
 JU4136
 JU4136                          STATION RECOVERY (2013)
 JU4136
 JU4136'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4136'BENCHMARK IS 10 YDS EAST OF CHAIN FENCE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4137 ***********************************************************************
 JU4137  CBN         -  This is a Cooperative Base Network Control Station.
 JU4137  DESIGNATION -  GPS NC 1 A
 JU4137  PID         -  JU4137
 JU4137  STATE/COUNTY-  DE/NEW CASTLE
 JU4137  COUNTRY     -  US
 JU4137  USGS QUAD   -  CLAYTON (2016)
 JU4137
 JU4137                         *CURRENT SURVEY CONTROL
 JU4137  ______________________________________________________________________
 JU4137* NAD 83(2011) POSITION- 39 20 55.04147(N) 075 38 25.96271(W)   ADJUSTED
 JU4137* NAD 83(2011) ELLIP HT-   -21.187 (meters)        (06/27/12)   ADJUSTED
 JU4137* NAD 83(2011) EPOCH   -  2010.00
 JU4137* NAVD 88 ORTHO HEIGHT -    12.529 (meters)       41.11  (feet) ADJUSTED
 JU4137  ______________________________________________________________________
 JU4137  GEOID HEIGHT    -        -33.731 (meters)                     GEOID18
 JU4137  NAD 83(2011) X  -  1,224,859.701 (meters)                     COMP
 JU4137  NAD 83(2011) Y  - -4,784,567.104 (meters)                     COMP
 JU4137  NAD 83(2011) Z  -  4,022,307.702 (meters)                     COMP
 JU4137  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 JU4137  DYNAMIC HEIGHT  -         12.523 (meters)       41.09  (feet) COMP
 JU4137  MODELED GRAVITY -    980,113.8   (mgal)                       NAVD 88
 JU4137
 JU4137  VERT ORDER      -  SECOND    CLASS II
 JU4137
 JU4137  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4137  Standards:
 JU4137         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4137            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4137  -------------------------------------------------------------------
 JU4137  NETWORK    1.36   4.41           0.59   0.51   2.25      0.16656586
 JU4137  -------------------------------------------------------------------
 JU4137  Click here for local accuracies and other accuracy information.
 JU4137
 JU4137.The horizontal coordinates were established by GPS observations
 JU4137.and adjusted by the National Geodetic Survey in June 2012.
 JU4137
 JU4137.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4137.been affixed to the stable North American tectonic plate. See 
 JU4137.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4137
 JU4137.The horizontal coordinates are valid at the epoch date displayed above
 JU4137.which is a decimal equivalence of Year/Month/Day.
 JU4137
 JU4137.The orthometric height was determined by differential leveling and
 JU4137.adjusted by the NATIONAL GEODETIC SURVEY
 JU4137.in March 1994.
 JU4137
 JU4137.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4137.GEOID18 height accuracy estimate available here.
 JU4137
 JU4137.Click photographs - Photos may exist for this station.
 JU4137
 JU4137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4137
 JU4137.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4137
 JU4137.The ellipsoidal height was determined by GPS observations
 JU4137.and is referenced to NAD 83.
 JU4137
 JU4137.The dynamic height is computed by dividing the NAVD 88
 JU4137.geopotential number by the normal gravity value computed on the
 JU4137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4137.degrees latitude (g = 980.6199 gals.).
 JU4137
 JU4137.The modeled gravity was interpolated from observed gravity values.
 JU4137
 JU4137. The following values were computed from the NAD 83(2011) position.
 JU4137
 JU4137;                    North         East     Units Scale Factor Converg.
 JU4137;SPC DE       -   149,732.792   180,701.825   MT  0.99999958   -0 08 31.0
 JU4137;SPC DE       -   491,248.34    592,852.57   sFT  0.99999958   -0 08 31.0
 JU4137;UTM  18      - 4,355,660.388   444,807.054   MT  0.99963751   -0 24 22.1
 JU4137
 JU4137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4137!SPC DE       -   1.00000332  x   0.99999958  =   1.00000290
 JU4137!UTM  18      -   1.00000332  x   0.99963751  =   0.99964083
 JU4137
 JU4137:                Primary Azimuth Mark                     Grid Az
 JU4137:SPC DE       -  GPS NC 1                                 153 00 38.0
 JU4137:UTM  18      -  GPS NC 1                                 153 16 29.1
 JU4137
 JU4137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4480755660(NAD 83)
 JU4137
 JU4137|---------------------------------------------------------------------|
 JU4137| PID    Reference Object                     Distance      Geod. Az  |
 JU4137|                                                           dddmmss.s |
 JU4137| JU4136 GPS NC 1                            404.008 METERS 1525207.0 |
 JU4137|---------------------------------------------------------------------|
 JU4137
 JU4137                          SUPERSEDED SURVEY CONTROL
 JU4137
 JU4137  NAD 83(2007)-  39 20 55.04187(N)    075 38 25.96365(W) AD(2002.00) 0
 JU4137  ELLIP H (02/10/07)  -21.167  (m)                       GP(2002.00)    
 JU4137  ELLIP H (08/09/02)  -21.194  (m)                       GP(       ) 4 2
 JU4137  NAD 83(1991)-  39 20 55.04192(N)    075 38 25.96247(W) AD(       ) B
 JU4137  ELLIP H (10/23/91)  -21.231  (m)                       GP(       ) 4 1
 JU4137  NGVD 29              12.78   (m)           41.9    (f) LEVELING    3  
 JU4137
 JU4137.Superseded values are not recommended for survey control.
 JU4137
 JU4137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4137.See file dsdata.pdf to determine how the superseded data were derived.
 JU4137
 JU4137_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4137_STAMPING: GPS NC-1A 1990
 JU4137_MARK LOGO: NGS
 JU4137_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4137+STABILITY: SURFACE MOTION
 JU4137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4137+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU4137
 JU4137  HISTORY     - Date     Condition        Report By
 JU4137  HISTORY     - 1990     MONUMENTED       DEDHT
 JU4137  HISTORY     - 19910109 GOOD             NGS
 JU4137  HISTORY     - 20010331 GOOD             NGS
 JU4137  HISTORY     - 20040902 GOOD             GEOMET
 JU4137  HISTORY     - 20060623 GOOD             USPSQD
 JU4137  HISTORY     - 20130711 GOOD             DELCOS
 JU4137
 JU4137                          STATION DESCRIPTION
 JU4137
 JU4137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JU4137'STATION IS LOCATED ABOUT 6.5 KM (4.0 MI) NORTHWEST OF SMYRNA, 0.24 KM
 JU4137'(0.15 MI) SOUTHEAST OF BLACK DIAMOND ROAD, IN THE MEDIAN OF US
 JU4137'HIGHWAY 13.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 JU4137'TO REACH FROM THE JUNCTION OF US HIGHWAY 13 AND STATE HIGHWAYS 6 WEST
 JU4137'AND 300 IN THE NORTH SECTION OF SMYRNA, GO NORTHWEST ON HIGHWAY 13
 JU4137'FOR 1.92 KM (1.19 MI) TO TO THE ENTRANCE TO A ROADSIDE REST ON THE
 JU4137'RIGHT. CONTINUE AHEAD FOR 1.57 KM (0.98 MI) TO SMYRNA LANDING ROAD ON
 JU4137'THE RIGHT.  CONTINUE AHEAD FOR 1.70 KM (1.06 MI) TO A MEDIAN
 JU4137'CROSSOVER ON THE LEFT.  CONTINUE AHEAD FOR 0.31 KM (0.19 MI) TO THE
 JU4137'STATION ON THE LEFT, 0.24 KM (0.15 MI) BEFORE REACHING BLACK DIAMOND
 JU4137'ROAD.
 JU4137'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST 1 FLUSH
 JU4137'WITH THE GROUND.  IT IS 7.4 M (24.3 FT) SOUTHWEST OF THE CENTER OF
 JU4137'THE NORTHBOUND LANES, 13.9 M (45.6 FT) NORTHEAST OF THE CENTER OF THE
 JU4137'SOUTHBOUND LANES, 0.4 M (1.3 FT) NORTHWEST OF A FIBERGLASS WITNESS
 JU4137'POST, 14.2 M (46.6 FT) SOUTHEAST OF THE EXTENDED SOUTHEAST WALL OF
 JU4137'BRICK-FRONT BUILDING ON WEST SIDE OF HIGHWAY, 6 M (19.7 FT) SOUTHEAST
 JU4137'OF END OF A HIGH BUSH CLUMP, AND 10 M (32.8 FT) NORTHWEST OF END OF A
 JU4137'HIGH BUSH CLUMP, AND 244 M (800.5 FT) SOUTHEAST OF THE CENTER OF
 JU4137'BLACK DIAMOND ROAD.
 JU4137'DESCRIBED BY G.R.HEID.
 JU4137
 JU4137                          STATION RECOVERY (2001)
 JU4137
 JU4137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU4137'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU4137
 JU4137                          STATION RECOVERY (2004)
 JU4137
 JU4137'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (BCL)
 JU4137'RECOVERED IN GOOD CONDITION.
 JU4137
 JU4137                          STATION RECOVERY (2006)
 JU4137
 JU4137'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 JU4137'RECOVERED IN GOOD CONDITION.
 JU4137
 JU4137                          STATION RECOVERY (2013)
 JU4137
 JU4137'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4137'35YDS EAST OF CORNER OF DELDOT FENCE
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4138 ***********************************************************************
 JU4138  HT_MOD      -  This is a Height Modernization Survey Station.
 JU4138  CBN         -  This is a Cooperative Base Network Control Station.
 JU4138  DESIGNATION -  GPS NC 2
 JU4138  PID         -  JU4138
 JU4138  STATE/COUNTY-  DE/NEW CASTLE
 JU4138  COUNTRY     -  US
 JU4138  USGS QUAD   -  NEWARK EAST (2016)
 JU4138
 JU4138                         *CURRENT SURVEY CONTROL
 JU4138  ______________________________________________________________________
 JU4138* NAD 83(2011) POSITION- 39 38 05.26332(N) 075 39 12.21576(W)   ADJUSTED
 JU4138* NAD 83(2011) ELLIP HT-    -4.594 (meters)        (06/27/12)   ADJUSTED
 JU4138* NAD 83(2011) EPOCH   -  2010.00
 JU4138* NAVD 88 ORTHO HEIGHT -    28.47  (meters)       93.4   (feet) GPS OBS
 JU4138  ______________________________________________________________________
 JU4138  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 JU4138  GEOID HEIGHT    -        -33.073 (meters)                     GEOID12B
 JU4138  GEOID HEIGHT    -        -33.083 (meters)                     GEOID18
 JU4138  NAD 83(2011) X  -  1,218,783.146 (meters)                     COMP
 JU4138  NAD 83(2011) Y  - -4,765,278.135 (meters)                     COMP
 JU4138  NAD 83(2011) Z  -  4,046,837.387 (meters)                     COMP
 JU4138  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 JU4138
 JU4138  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4138  Standards:
 JU4138         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4138            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4138  -------------------------------------------------------------------
 JU4138  NETWORK    0.22   0.35           0.09   0.09   0.18      0.01303621
 JU4138  -------------------------------------------------------------------
 JU4138  Click here for local accuracies and other accuracy information.
 JU4138
 JU4138.The horizontal coordinates were established by GPS observations
 JU4138.and adjusted by the National Geodetic Survey in June 2012.
 JU4138
 JU4138.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4138.been affixed to the stable North American tectonic plate. See 
 JU4138.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4138
 JU4138.The horizontal coordinates are valid at the epoch date displayed above
 JU4138.which is a decimal equivalence of Year/Month/Day.
 JU4138
 JU4138.The orthometric height was determined by GPS observations and a
 JU4138.high-resolution geoid model using precise GPS observation and
 JU4138.processing techniques.
 JU4138
 JU4138.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4138.GEOID18 height accuracy estimate available here.
 JU4138
 JU4138.Click photographs - Photos may exist for this station.
 JU4138
 JU4138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4138
 JU4138.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4138
 JU4138.The ellipsoidal height was determined by GPS observations
 JU4138.and is referenced to NAD 83.
 JU4138
 JU4138. The following values were computed from the NAD 83(2011) position.
 JU4138
 JU4138;                    North         East     Units Scale Factor Converg.
 JU4138;SPC DE       -   181,507.802   179,677.814   MT  1.00000008   -0 09 03.6
 JU4138;SPC DE       -   595,496.85    589,492.96   sFT  1.00000008   -0 09 03.6
 JU4138;UTM  18      - 4,387,428.299   443,930.332   MT  0.99963870   -0 25 00.5
 JU4138
 JU4138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4138!SPC DE       -   1.00000072  x   1.00000008  =   1.00000080
 JU4138!UTM  18      -   1.00000072  x   0.99963870  =   0.99963942
 JU4138
 JU4138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4393087428(NAD 83)
 JU4138
 JU4138|---------------------------------------------------------------------|
 JU4138| PID    Reference Object                     Distance      Geod. Az  |
 JU4138|                                                           dddmmss.s |
 JU4138| JU4139 GPS NC 2 A                          322.355 METERS 00420     |
 JU4138|---------------------------------------------------------------------|
 JU4138
 JU4138                          SUPERSEDED SURVEY CONTROL
 JU4138
 JU4138  NAD 83(2007)-  39 38 05.26379(N)    075 39 12.21686(W) AD(2002.00) 0
 JU4138  ELLIP H (02/10/07)   -4.593  (m)                       GP(2002.00)    
 JU4138  ELLIP H (02/12/02)   -4.589  (m)                       GP(       ) 4 1
 JU4138  NAD 83(1991)-  39 38 05.26354(N)    075 39 12.21654(W) AD(       ) B
 JU4138  ELLIP H (10/23/91)   -4.554  (m)                       GP(       ) 4 1
 JU4138  NAVD 88              28.51   (m)           93.5    (f) LEVELING    3  
 JU4138  NAVD 88 (03/23/94)   28.507  (m)           93.53   (f) ADJUSTED    2 2
 JU4138  NGVD 29              28.76   (m)           94.4    (f) LEVELING    3  
 JU4138
 JU4138.Superseded values are not recommended for survey control.
 JU4138
 JU4138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4138.See file dsdata.pdf to determine how the superseded data were derived.
 JU4138
 JU4138_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4138_STAMPING: GPS NC-2 1990
 JU4138_MARK LOGO: NGS
 JU4138_PROJECTION: RECESSED 1 CENTIMETERS
 JU4138_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4138+STABILITY: SURFACE MOTION
 JU4138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4138+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU4138
 JU4138  HISTORY     - Date     Condition        Report By
 JU4138  HISTORY     - 1990     MONUMENTED       NGS
 JU4138  HISTORY     - 19910109 GOOD             NGS
 JU4138  HISTORY     - 19911112 GOOD             MDSHA
 JU4138  HISTORY     - 19920325 GOOD
 JU4138  HISTORY     - 19950403 GOOD             NJGS
 JU4138  HISTORY     - 20000227 GOOD             NGS
 JU4138  HISTORY     - 20001111 GOOD             USPSQD
 JU4138  HISTORY     - 20020910 GOOD             WR
 JU4138  HISTORY     - 20040108 GOOD             GEOMET
 JU4138  HISTORY     - 20051007 GOOD             JMTMD
 JU4138  HISTORY     - 20130711 GOOD             DELCOS
 JU4138
 JU4138                          STATION DESCRIPTION
 JU4138
 JU4138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JU4138'STATION IS LOCATED ABOUT 16 KM (9.9 MI) SOUTHWEST OF WILMINGTON, 1 KM
 JU4138'(0.6 MI) NORTHEAST OF BEAR, 0.22 KM (0.14 MI) SOUTH OF THE OVERPASS
 JU4138'AT JUNCTION OF US HIGHWAY 40 AND STATE HIGHWAY 1, IN THE NARROW
 JU4138'MEDIAN STRIP OF HIGHWAY 1.  OWNERSHIP--STATE DEPARTMENT OF
 JU4138'TRANSPORTATION.
 JU4138'NOTE--HIGHWAY 1 IS UNDER CONSTRUCTION AT THIS TIME AND THE INTERCHANGE
 JU4138'IS CLOSED TO TRAFFIC BUT OPEN TO OFFICIAL VEHICLES.
 JU4138'TO REACH FROM THE OVERPASS AT THE JUNCTION OF HIGHWAYS 40 AND 1, GO
 JU4138'SOUTHERLY ON HIGHWAY 1 FOR 0.22 KM (0.14 MI) TO THE STATION ON THE
 JU4138'LEFT IN THE MEDIAN.
 JU4138'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST 1 CM
 JU4138'BELOW GROUND.  IT IS 11.1 M (36.4 FT) NORTHWEST OF THE CENTER OF THE
 JU4138'NORTHBOUND LANES, 8.4 M (27.6 FT) SOUTHEAST OF THE CENTER OF THE
 JU4138'SOUTHBOUND LANES, 1.1 M (3.6 FT) NORTHWEST OF A FIBERGLASS WITNESS
 JU4138'POST, 6.3 M (20.7 FT) NORTHEAST OF THE NORTH CORNER OF A CATCH BASIN,
 JU4138'8.6 M (28.2 FT) SOUTHWEST OF THE WEST CORNER OF A CATCH BASIN, AND
 JU4138'29.7 M (97.4 FT) WEST OF THE NORTHEAST END OF A METAL GUARDRAIL ON
 JU4138'THE OUTSIDE OF THE NORTHBOUND LANES.
 JU4138'DESCRIBED BY G.R.HEID.
 JU4138
 JU4138                          STATION RECOVERY (1991)
 JU4138
 JU4138'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 1991
 JU4138'RECOVERED IN GOOD CONDITION.
 JU4138
 JU4138                          STATION RECOVERY (1992)
 JU4138
 JU4138'RECOVERED 1992
 JU4138'RECOVERED IN GOOD CONDITION.
 JU4138
 JU4138                          STATION RECOVERY (1995)
 JU4138
 JU4138'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU4138'RECOVERED AS DESCRIBED.
 JU4138
 JU4138                          STATION RECOVERY (2000)
 JU4138
 JU4138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 JU4138'THE STATION IS LOCATED ABOUT 16 KM (9.95 MI) SOUTHWEST OF WILMINGTON
 JU4138'1.0 KM (0.60 MI) NORTHEAST OF BEAR, IN THE MEDIAN OF STATE HIGHWAY 1,
 JU4138'0.24 KM (0.15 MI) SOUTH OF THE HIGHWAY 1 OVERPASS BRIDGE OVER US
 JU4138'HIGHWAY 40 (EXIT 160) A SOUTH BOUND EXIT.  OWNERSHIP--DELAWARE
 JU4138'DEPARTMENT OF TRANSPORATION.  TO REACH THE STATION FROM THE JUNCTION
 JU4138'OF STATE HIGHWAYS 1 AND 273 (EXIT 165) LOCATED 4.82 KM (3.00 MI) WEST
 JU4138'OF HARES CORNER, FROM THE SOUTH END OF THE SOUTH BOUND ENTRANCE RAMP
 JU4138'FOR HIGHWAY 1, GO SOUTH ON HIGHWAY 1 FOR 2.09 KM (1.30 MI) TO THE EXIT
 JU4138'RAMP FOR US HIGHWAY 40 (EXIT 160) , CONTINUE AHEAD ON HIGHWAY 1 FOR
 JU4138'0.56 KM (0.35 MI) TO THE STATION ON THE LEFT IN THE MEDIAN OF HIGHWAY
 JU4138'1.  THE STATION IS AN NGS HORIZONTAL DISK SET IN THE TOP OF A 30 CM
 JU4138'SQUARE CONCRETE POST ABOUT 1 CM BELOW THE LEVEL OF THE GROUND. LOCATED
 JU4138'11.1 M (36.4 FT) WEST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY
 JU4138'1, 8.6 M (28.2 FT) SOUTHWEST OF THE WEST CORNER OF A CATCH BASIN, 6.3
 JU4138'M (20.7 FT) NORTHEAST OF THE NORTH CORNER OF A CATCH BASIN, 8.4 M
 JU4138'(27.6 FT) EAST OF THE CENTER OF THE SOUTHBOUND LANE OF HIGHWAY 1, AND
 JU4138'0.3 M (1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 JU4138
 JU4138                          STATION RECOVERY (2000)
 JU4138
 JU4138'RECOVERY NOTE BY US POWER SQUADRON 2000 (SAL)
 JU4138'RECOVERED IN GOOD CONDITION.
 JU4138
 JU4138                          STATION RECOVERY (2002)
 JU4138
 JU4138'RECOVERY NOTE BY WHITMAN, REQUARDT & ASSOCIATES 2002 (RTD)
 JU4138'RECOVERED IN GOOD CONDITION.
 JU4138
 JU4138                          STATION RECOVERY (2004)
 JU4138
 JU4138'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (BCL)
 JU4138'RECOVERED IN GOOD CONDITION.
 JU4138
 JU4138                          STATION RECOVERY (2005)
 JU4138
 JU4138'RECOVERY NOTE BY JMT ENGINEERING 2005 (BRH)
 JU4138'RECOVERED AS DESCRIBED.
 JU4138
 JU4138                          STATION RECOVERY (2013)
 JU4138
 JU4138'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4138'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4139 ***********************************************************************
 JU4139  CBN         -  This is a Cooperative Base Network Control Station.
 JU4139  DESIGNATION -  GPS NC 2 A
 JU4139  PID         -  JU4139
 JU4139  STATE/COUNTY-  DE/NEW CASTLE
 JU4139  COUNTRY     -  US
 JU4139  USGS QUAD   -  NEWARK EAST (2016)
 JU4139
 JU4139                         *CURRENT SURVEY CONTROL
 JU4139  ______________________________________________________________________
 JU4139* NAD 83(2011) POSITION- 39 38 15.68560(N) 075 39 11.19466(W)   NO CHECK
 JU4139* NAD 83(2011) ELLIP HT-    -2.783 (meters)        (06/27/12)   NO CHECK
 JU4139* NAD 83(2011) EPOCH   -  2010.00
 JU4139* NAVD 88 ORTHO HEIGHT -    30.266 (meters)       99.30  (feet) ADJUSTED
 JU4139  ______________________________________________________________________
 JU4139  GEOID HEIGHT    -        -33.076 (meters)                     GEOID18
 JU4139  NAD 83(2011) X  -  1,218,756.273 (meters)                     COMP
 JU4139  NAD 83(2011) Y  - -4,765,074.801 (meters)                     COMP
 JU4139  NAD 83(2011) Z  -  4,047,086.081 (meters)                     COMP
 JU4139  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 JU4139  DYNAMIC HEIGHT  -         30.251 (meters)       99.25  (feet) COMP
 JU4139  MODELED GRAVITY -    980,157.5   (mgal)                       NAVD 88
 JU4139
 JU4139  VERT ORDER      -  SECOND    CLASS II
 JU4139
 JU4139  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4139  Standards:
 JU4139         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4139            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4139  -------------------------------------------------------------------
 JU4139  NETWORK    4.77  14.35           1.83   2.06   7.32      0.06687636
 JU4139  -------------------------------------------------------------------
 JU4139  Click here for local accuracies and other accuracy information.
 JU4139
 JU4139.The horizontal coordinates were established by GPS observations
 JU4139.and adjusted by the National Geodetic Survey in June 2012.
 JU4139
 JU4139.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4139.been affixed to the stable North American tectonic plate. See 
 JU4139.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4139
 JU4139.The horizontal coordinates are valid at the epoch date displayed above
 JU4139.which is a decimal equivalence of Year/Month/Day.
 JU4139
 JU4139.No horizontal observational check was made to the station.
 JU4139
 JU4139.The orthometric height was determined by differential leveling and
 JU4139.adjusted by the NATIONAL GEODETIC SURVEY
 JU4139.in March 1994.
 JU4139
 JU4139.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4139.GEOID18 height accuracy estimate available here.
 JU4139
 JU4139.Click photographs - Photos may exist for this station.
 JU4139
 JU4139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4139
 JU4139.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4139
 JU4139.The ellipsoidal height was determined by GPS observations
 JU4139.and is referenced to NAD 83.
 JU4139
 JU4139.The dynamic height is computed by dividing the NAVD 88
 JU4139.geopotential number by the normal gravity value computed on the
 JU4139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4139.degrees latitude (g = 980.6199 gals.).
 JU4139
 JU4139.The modeled gravity was interpolated from observed gravity values.
 JU4139
 JU4139. The following values were computed from the NAD 83(2011) position.
 JU4139
 JU4139;                    North         East     Units Scale Factor Converg.
 JU4139;SPC DE       -   181,829.171   179,703.009   MT  1.00000007   -0 09 03.0
 JU4139;SPC DE       -   596,551.21    589,575.62   sFT  1.00000007   -0 09 03.0
 JU4139;UTM  18      - 4,387,749.431   443,957.009   MT  0.99963867   -0 24 59.9
 JU4139
 JU4139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4139!SPC DE       -   1.00000044  x   1.00000007  =   1.00000051
 JU4139!UTM  18      -   1.00000044  x   0.99963867  =   0.99963911
 JU4139
 JU4139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4395787749(NAD 83)
 JU4139
 JU4139|---------------------------------------------------------------------|
 JU4139| PID    Reference Object                     Distance      Geod. Az  |
 JU4139|                                                           dddmmss.s |
 JU4139| JU4138 GPS NC 2                            322.355 METERS 18420     |
 JU4139|---------------------------------------------------------------------|
 JU4139
 JU4139                          SUPERSEDED SURVEY CONTROL
 JU4139
 JU4139  NAD 83(2007)-  39 38 15.68584(N)    075 39 11.19568(W) AD(2002.00) 0
 JU4139  ELLIP H (02/10/07)   -2.771  (m)                       GP(2002.00)    
 JU4139  ELLIP H (08/09/02)   -2.731  (m)                       GP(       ) 4 2
 JU4139  NAD 83(1991)-  39 38 15.68599(N)    075 39 11.19612(W) AD(       ) B
 JU4139  ELLIP H (10/23/91)   -2.727  (m)                       GP(       ) 4 1
 JU4139  NGVD 29              30.52   (m)          100.1    (f) LEVELING    3  
 JU4139
 JU4139.Superseded values are not recommended for survey control.
 JU4139
 JU4139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4139.See file dsdata.pdf to determine how the superseded data were derived.
 JU4139
 JU4139_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4139_STAMPING: GPS NC 2A 1990
 JU4139_MARK LOGO: NGS
 JU4139_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4139+STABILITY: SURFACE MOTION
 JU4139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4139+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2014
 JU4139
 JU4139  HISTORY     - Date     Condition        Report By
 JU4139  HISTORY     - 1990     MONUMENTED       DEDHT
 JU4139  HISTORY     - 19910109 GOOD             NGS
 JU4139  HISTORY     - 19950403 GOOD             NJGS
 JU4139  HISTORY     - 20001111 GOOD             USPSQD
 JU4139  HISTORY     - 20020910 GOOD             WR
 JU4139  HISTORY     - 20060523 GOOD             INDIV
 JU4139  HISTORY     - 20060630 GOOD             GEOMET
 JU4139  HISTORY     - 20090205 GOOD             INDIV
 JU4139  HISTORY     - 20110725 GOOD             INDIV
 JU4139  HISTORY     - 20130711 GOOD             DELCOS
 JU4139  HISTORY     - 20140916 GOOD             INDIV
 JU4139
 JU4139                          STATION DESCRIPTION
 JU4139
 JU4139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JU4139'STATION IS LOCATED ABOUT 16 KM (9.9 MI) SOUTHWEST OF WILMINGTON, 1 KM
 JU4139'(0.6 MI) NORTHEAST OF BEAR, 0.10 KM (0.06 MI) NORTH OF THE OVERPASS
 JU4139'AT JUNCTION OF US HIGHWAY 40 AND STATE HIGHWAY 1, IN THE MEDIAN STRIP
 JU4139'OF HIGHWAY 1.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 JU4139'NOTE--HIGHWAY 1 IS UNDER CONSTRUCTION AT THIS TIME AND THE INTERCHANGE
 JU4139'IS CLOSED TO TRAFFIC BUT OPEN TO OFFICIAL VEHICLES.
 JU4139'TO REACH FROM THE OVERPASS AT THE JUNCTION OF HIGHWAYS 40 AND 1, GO
 JU4139'NORTHEAST ON HIGHWAY 1 FOR 0.10 KM (0.06 MI) TO THE STATION ON THE
 JU4139'LEFT IN THE MEDIAN BETWEEN METAL GUARDRAILS.  WARNING--NO PLACE TO
 JU4139'PARK WHEN HIGHWAY IS OPEN TO TRAFFIC.
 JU4139'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST 1 FLUSH
 JU4139'WITH THE GROUND.  IT IS 50.3 M (165.0 FT) NORTHEAST OF THE NORTHEAST
 JU4139'END OF THE NORTH BRIDGE ABUTMENT FOR THE NORTHBOUND LANES, 6.4 M
 JU4139'(21.0 FT) SOUTHEAST OF THE SOUTHBOUND GUARDRAIL, 1.9 M (6.2 FT)
 JU4139'NORTHWEST OF THE NORTHBOUND GUARDRAIL, AND 1.0 M (3.3 FT) SOUTHEAST OF
 JU4139'A FIBERGLASS WITNESS POST.
 JU4139'DESCRIBED BY G.R.HEID.
 JU4139
 JU4139                          STATION RECOVERY (1995)
 JU4139
 JU4139'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1995 (ECB)
 JU4139'RECOVERED AS DESCRIBED.
 JU4139
 JU4139                          STATION RECOVERY (2000)
 JU4139
 JU4139'RECOVERY NOTE BY US POWER SQUADRON 2000 (SAL)
 JU4139'RECOVERED IN GOOD CONDITION.
 JU4139
 JU4139                          STATION RECOVERY (2002)
 JU4139
 JU4139'RECOVERY NOTE BY WHITMAN, REQUARDT & ASSOCIATES 2002 (RTD)
 JU4139'RECOVERED IN GOOD CONDITION.
 JU4139
 JU4139                          STATION RECOVERY (2006)
 JU4139
 JU4139'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JFP)
 JU4139'RECOVERED IN GOOD CONDITION.
 JU4139
 JU4139                          STATION RECOVERY (2006)
 JU4139
 JU4139'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2006 (WDB)
 JU4139'THE REFERENCE TO ROAD CONSTRUCTION IN THE 1991 DESCRIPTION CAN BE
 JU4139'REMOVED.
 JU4139
 JU4139                          STATION RECOVERY (2009)
 JU4139
 JU4139'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JFS)
 JU4139'DESCRIPTION IS ADEQUATE
 JU4139
 JU4139                          STATION RECOVERY (2011)
 JU4139
 JU4139'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (WRA)
 JU4139'RECOVERED BY WRA (JFS)
 JU4139'DESCRIPTION IS ADEQUATE
 JU4139
 JU4139                          STATION RECOVERY (2013)
 JU4139
 JU4139'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4139'RECOVERED IN GOOD CONDITION.
 JU4139
 JU4139                          STATION RECOVERY (2014)
 JU4139
 JU4139'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (WRA)
 JU4139'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4140 ***********************************************************************
 JU4140  CBN         -  This is a Cooperative Base Network Control Station.
 JU4140  DESIGNATION -  GPS NC 3
 JU4140  PID         -  JU4140
 JU4140  STATE/COUNTY-  DE/NEW CASTLE
 JU4140  COUNTRY     -  US
 JU4140  USGS QUAD   -  NEWARK EAST (2016)
 JU4140
 JU4140                         *CURRENT SURVEY CONTROL
 JU4140  ______________________________________________________________________
 JU4140* NAD 83(2011) POSITION- 39 44 43.82783(N) 075 42 56.24428(W)   ADJUSTED
 JU4140* NAD 83(2011) ELLIP HT-    21.098 (meters)        (06/27/12)   ADJUSTED
 JU4140* NAD 83(2011) EPOCH   -  2010.00
 JU4140* NAVD 88 ORTHO HEIGHT -    54.014 (meters)      177.21  (feet) ADJUSTED
 JU4140  ______________________________________________________________________
 JU4140  GEOID HEIGHT    -        -32.929 (meters)                     GEOID18
 JU4140  NAD 83(2011) X  -  1,211,674.702 (meters)                     COMP
 JU4140  NAD 83(2011) Y  - -4,759,010.660 (meters)                     COMP
 JU4140  NAD 83(2011) Z  -  4,056,312.805 (meters)                     COMP
 JU4140  LAPLACE CORR    -          1.03  (seconds)                    DEFLEC18
 JU4140  DYNAMIC HEIGHT  -         53.988 (meters)      177.13  (feet) COMP
 JU4140  MODELED GRAVITY -    980,155.0   (mgal)                       NAVD 88
 JU4140
 JU4140  VERT ORDER      -  SECOND    CLASS II
 JU4140
 JU4140  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4140  Standards:
 JU4140         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4140            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4140  -------------------------------------------------------------------
 JU4140  NETWORK    0.50   0.69           0.22   0.19   0.35      0.08961553
 JU4140  -------------------------------------------------------------------
 JU4140  Click here for local accuracies and other accuracy information.
 JU4140
 JU4140.The horizontal coordinates were established by GPS observations
 JU4140.and adjusted by the National Geodetic Survey in June 2012.
 JU4140
 JU4140.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4140.been affixed to the stable North American tectonic plate. See 
 JU4140.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4140
 JU4140.The horizontal coordinates are valid at the epoch date displayed above
 JU4140.which is a decimal equivalence of Year/Month/Day.
 JU4140
 JU4140.The orthometric height was determined by differential leveling and
 JU4140.adjusted by the NATIONAL GEODETIC SURVEY
 JU4140.in March 1994.
 JU4140
 JU4140.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4140.GEOID18 height accuracy estimate available here.
 JU4140
 JU4140.Click photographs - Photos may exist for this station.
 JU4140
 JU4140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4140
 JU4140.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4140
 JU4140.The ellipsoidal height was determined by GPS observations
 JU4140.and is referenced to NAD 83.
 JU4140
 JU4140.The dynamic height is computed by dividing the NAVD 88
 JU4140.geopotential number by the normal gravity value computed on the
 JU4140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4140.degrees latitude (g = 980.6199 gals.).
 JU4140
 JU4140.The modeled gravity was interpolated from observed gravity values.
 JU4140
 JU4140. The following values were computed from the NAD 83(2011) position.
 JU4140
 JU4140;                    North         East     Units Scale Factor Converg.
 JU4140;SPC DE       -   193,815.951   174,376.517   MT  1.00000308   -0 11 28.1
 JU4140;SPC DE       -   635,877.83    572,100.29   sFT  1.00000308   -0 11 28.1
 JU4140;SPC MD       -   231,548.409   510,087.479   MT  1.00006507   +0 48 22.0
 JU4140;SPC MD       -   759,671.74  1,673,512.00   sFT  1.00006507   +0 48 22.0
 JU4140;SPC PA S     -    47,774.344   774,357.090   MT  1.00003468   +1 19 11.6
 JU4140;SPC PA S     -   156,739.66  2,540,536.55   sFT  1.00003468   +1 19 11.6
 JU4140;UTM  18      - 4,399,756.508   438,688.141   MT  0.99964628   -0 27 27.2
 JU4140
 JU4140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4140!SPC DE       -   0.99999669  x   1.00000308  =   0.99999977
 JU4140!SPC MD       -   0.99999669  x   1.00006507  =   1.00006176
 JU4140!SPC PA S     -   0.99999669  x   1.00003468  =   1.00003137
 JU4140!UTM  18      -   0.99999669  x   0.99964628  =   0.99964297
 JU4140
 JU4140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3868899756(NAD 83)
 JU4140
 JU4140|---------------------------------------------------------------------|
 JU4140| PID    Reference Object                     Distance      Geod. Az  |
 JU4140|                                                           dddmmss.s |
 JU4140| JU4141 GPS NC 3 A                          332.518 METERS 04415     |
 JU4140|---------------------------------------------------------------------|
 JU4140
 JU4140                          SUPERSEDED SURVEY CONTROL
 JU4140
 JU4140  NAD 83(2007)-  39 44 43.82760(N)    075 42 56.24514(W) AD(2002.00) 0
 JU4140  ELLIP H (02/10/07)   21.100  (m)                       GP(2002.00)    
 JU4140  ELLIP H (08/09/02)   21.123  (m)                       GP(       ) 4 2
 JU4140  NAD 83(1991)-  39 44 43.82816(N)    075 42 56.24518(W) AD(       ) B
 JU4140  ELLIP H (10/23/91)   21.112  (m)                       GP(       ) 4 1
 JU4140  NGVD 29              54.36   (m)          178.3    (f) LEVELING    3  
 JU4140
 JU4140.Superseded values are not recommended for survey control.
 JU4140
 JU4140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4140.See file dsdata.pdf to determine how the superseded data were derived.
 JU4140
 JU4140_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4140_STAMPING: GPS NC-3 1990
 JU4140_MARK LOGO: NGS
 JU4140_PROJECTION: RECESSED 1 CENTIMETERS
 JU4140_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4140+STABILITY: SURFACE MOTION
 JU4140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4140+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2014
 JU4140
 JU4140  HISTORY     - Date     Condition        Report By
 JU4140  HISTORY     - 1990     MONUMENTED       NGS
 JU4140  HISTORY     - 19910109 GOOD             NGS
 JU4140  HISTORY     - 19911112 GOOD             MDSHA
 JU4140  HISTORY     - 19920325 GOOD
 JU4140  HISTORY     - 20001111 GOOD             USPSQD
 JU4140  HISTORY     - 20020910 MARK NOT FOUND   WR
 JU4140  HISTORY     - 20030308 GOOD             USPSQD
 JU4140  HISTORY     - 20080211 GOOD             INDIV
 JU4140  HISTORY     - 20110126 GOOD             INDIV
 JU4140  HISTORY     - 20120306 GOOD             JMTMD
 JU4140  HISTORY     - 20130711 GOOD             DELCOS
 JU4140  HISTORY     - 20141120 GOOD             GEOCAC
 JU4140
 JU4140                          STATION DESCRIPTION
 JU4140
 JU4140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JU4140'THE STATION IS LOCATED ABOUT 8 KM (5.0 MI) NORTH-NORTHEAST OF NEWARK,
 JU4140'4 KM (2.5 MI) SOUTHEAST OF THE DELAWARE-PENNSYLVANIA STATE LINE, 1.3
 JU4140'KM (0.8 MI) SOUTHWEST OF MERMAID, ON THE SOUTH SIDE OF STATE HIGHWAY
 JU4140'72, ALONG THE PAVED ENTRANCE ROAD TO THE INDEPENDENCE SCHOOL, IN A
 JU4140'GRASS STRIP BETWEEN THE ROAD AND A BALL DIAMOND.  OWNERSHIP--THE
 JU4140'INDEPENDENCE SCHOOL, 1300 PAPER MILL ROAD, NEWARK, DELAWARE 19711.
 JU4140'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 (DELAWARE
 JU4140'TURNPIKE) AND STATE HIGHWAY 7 (EXIT 4), (ABOUT 9 KM (5.6 MI) EAST OF
 JU4140'NEWARK), GO NORTH ON HIGHWAY 7 FOR 4.91 KM (3.05 MI) TO ITS JUNCTION
 JU4140'WITH STATE HIGHWAY 2.  CONTINUE NORTH ON HIGHWAY 7 (LIMESTONE ROAD)
 JU4140'FOR 5.10 KM (3.17 MI) TO A PAVED ROAD LEFT AT STOP LIGHT.  TURN LEFT,
 JU4140'SOUTHWEST, ON STATE HIGHWAY 72 FOR 1.29 KM (0.80 MI) TO THE SCHOOL
 JU4140'ENTRANCE ROAD ON THE LEFT.  TURN LEFT, SOUTH, ON ENTRANCE ROAD FOR
 JU4140'0.11 KM (0.07 MI) TO THE STATION ON THE LEFT JUST BEFORE REACHING A
 JU4140'POLE GATE AT SMALL BRIDGE.
 JU4140'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST 1 CM
 JU4140'BELOW GROUND.  IT IS 12.3 M (40.4 FT) EAST OF, AND SLIGHTLY HIGHER
 JU4140'THAN THE ROAD CENTER, 27.0 M (88.6 FT) SOUTH-SOUTHEAST OF METAL
 JU4140'LAMPPOST 43912 43420, 29.6 M (97.1 FT) NORTH-NORTHEAST OF METAL
 JU4140'LAMPPOST 43921 43405, AND 24.0 M (78.7 FT) NORTH OF THE NORTH END OF
 JU4140'THE BASEBALL BACKSTOP.
 JU4140'DESCRIBED BY G.R.HEID.
 JU4140
 JU4140                          STATION RECOVERY (1991)
 JU4140
 JU4140'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 1991
 JU4140'RECOVERED IN GOOD CONDITION.
 JU4140
 JU4140                          STATION RECOVERY (1992)
 JU4140
 JU4140'RECOVERED 1992
 JU4140'RECOVERED IN GOOD CONDITION.
 JU4140
 JU4140                          STATION RECOVERY (2000)
 JU4140
 JU4140'RECOVERY NOTE BY US POWER SQUADRON 2000 (SAL)
 JU4140'RECOVERED IN GOOD CONDITION.
 JU4140
 JU4140                          STATION RECOVERY (2002)
 JU4140
 JU4140'RECOVERY NOTE BY WHITMAN, REQUARDT & ASSOCIATES 2002 (RTD)
 JU4140'MARK NOT FOUND.
 JU4140
 JU4140                          STATION RECOVERY (2003)
 JU4140
 JU4140'RECOVERY NOTE BY US POWER SQUADRON 2003 (DG)
 JU4140'CHANGE DESCRIPTION RE THE POLE GATE AT SMALL BRIDGE.  STATION IS ON
 JU4140'THE LEFT MIDWAY BETWEEN TWO SETS OF POLE GATES.  THERE IS NO LONGER A
 JU4140'BASEBALL BACKSTOP NEAR THE STATION.
 JU4140
 JU4140                          STATION RECOVERY (2008)
 JU4140
 JU4140'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (WRA)
 JU4140'DESCRIPTION IS ADEQUATE
 JU4140
 JU4140                          STATION RECOVERY (2011)
 JU4140
 JU4140'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (WRA)
 JU4140'RECOVERED AS DESCRIBED, DESCRIPTION IS ADEQUATE
 JU4140'USED FOR GPS (JFS)
 JU4140
 JU4140                          STATION RECOVERY (2012)
 JU4140
 JU4140'RECOVERY NOTE BY JMT ENGINEERING 2012 (CJH)
 JU4140'USED FOR STATIC GPS (GOOD)
 JU4140
 JU4140                          STATION RECOVERY (2013)
 JU4140
 JU4140'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4140'RECOVERED IN GOOD CONDITION.
 JU4140
 JU4140                          STATION RECOVERY (2014)
 JU4140
 JU4140'RECOVERY NOTE BY GEOCACHING 2014 (NJS)
 JU4140'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4141 ***********************************************************************
 JU4141  CBN         -  This is a Cooperative Base Network Control Station.
 JU4141  DESIGNATION -  GPS NC 3 A
 JU4141  PID         -  JU4141
 JU4141  STATE/COUNTY-  DE/NEW CASTLE
 JU4141  COUNTRY     -  US
 JU4141  USGS QUAD   -  NEWARK EAST (2016)
 JU4141
 JU4141                         *CURRENT SURVEY CONTROL
 JU4141  ______________________________________________________________________
 JU4141* NAD 83(2011) POSITION- 39 44 51.55008(N) 075 42 46.49775(W)   ADJUSTED
 JU4141* NAD 83(2011) ELLIP HT-    27.261 (meters)        (06/27/12)   ADJUSTED
 JU4141* NAD 83(2011) EPOCH   -  2010.00
 JU4141* NAVD 88 ORTHO HEIGHT -    60.185 (meters)      197.46  (feet) ADJUSTED
 JU4141  ______________________________________________________________________
 JU4141  GEOID HEIGHT    -        -32.927 (meters)                     GEOID18
 JU4141  NAD 83(2011) X  -  1,211,863.164 (meters)                     COMP
 JU4141  NAD 83(2011) Y  - -4,758,810.419 (meters)                     COMP
 JU4141  NAD 83(2011) Z  -  4,056,499.868 (meters)                     COMP
 JU4141  LAPLACE CORR    -          1.08  (seconds)                    DEFLEC18
 JU4141  DYNAMIC HEIGHT  -         60.156 (meters)      197.36  (feet) COMP
 JU4141  MODELED GRAVITY -    980,155.4   (mgal)                       NAVD 88
 JU4141
 JU4141  VERT ORDER      -  SECOND    CLASS II
 JU4141
 JU4141  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4141  Standards:
 JU4141         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4141            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4141  -------------------------------------------------------------------
 JU4141  NETWORK    2.87   9.09           1.17   1.17   4.64      0.13471885
 JU4141  -------------------------------------------------------------------
 JU4141  Click here for local accuracies and other accuracy information.
 JU4141
 JU4141.The horizontal coordinates were established by GPS observations
 JU4141.and adjusted by the National Geodetic Survey in June 2012.
 JU4141
 JU4141.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4141.been affixed to the stable North American tectonic plate. See 
 JU4141.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4141
 JU4141.The horizontal coordinates are valid at the epoch date displayed above
 JU4141.which is a decimal equivalence of Year/Month/Day.
 JU4141
 JU4141.The orthometric height was determined by differential leveling and
 JU4141.adjusted by the NATIONAL GEODETIC SURVEY
 JU4141.in March 1994.
 JU4141
 JU4141.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4141.GEOID18 height accuracy estimate available here.
 JU4141
 JU4141.Click photographs - Photos may exist for this station.
 JU4141
 JU4141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4141
 JU4141.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4141
 JU4141.The ellipsoidal height was determined by GPS observations
 JU4141.and is referenced to NAD 83.
 JU4141
 JU4141.The dynamic height is computed by dividing the NAVD 88
 JU4141.geopotential number by the normal gravity value computed on the
 JU4141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4141.degrees latitude (g = 980.6199 gals.).
 JU4141
 JU4141.The modeled gravity was interpolated from observed gravity values.
 JU4141
 JU4141. The following values were computed from the NAD 83(2011) position.
 JU4141
 JU4141;                    North         East     Units Scale Factor Converg.
 JU4141;SPC DE       -   194,053.346   174,609.353   MT  1.00000293   -0 11 21.9
 JU4141;SPC DE       -   636,656.69    572,864.19   sFT  1.00000293   -0 11 21.9
 JU4141;SPC MD       -   231,789.836   510,316.162   MT  1.00006564   +0 48 28.1
 JU4141;SPC MD       -   760,463.82  1,674,262.27   sFT  1.00006564   +0 48 28.1
 JU4141;SPC PA S     -    48,017.804   774,583.591   MT  1.00003422   +1 19 17.9
 JU4141;SPC PA S     -   157,538.41  2,541,279.66   sFT  1.00003422   +1 19 17.9
 JU4141;UTM  18      - 4,399,992.733   438,921.994   MT  0.99964593   -0 27 21.1
 JU4141
 JU4141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4141!SPC DE       -   0.99999572  x   1.00000293  =   0.99999865
 JU4141!SPC MD       -   0.99999572  x   1.00006564  =   1.00006136
 JU4141!SPC PA S     -   0.99999572  x   1.00003422  =   1.00002994
 JU4141!UTM  18      -   0.99999572  x   0.99964593  =   0.99964165
 JU4141
 JU4141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3892199992(NAD 83)
 JU4141
 JU4141|---------------------------------------------------------------------|
 JU4141| PID    Reference Object                     Distance      Geod. Az  |
 JU4141|                                                           dddmmss.s |
 JU4141| JU4140 GPS NC 3                            332.518 METERS 22415     |
 JU4141|---------------------------------------------------------------------|
 JU4141
 JU4141                          SUPERSEDED SURVEY CONTROL
 JU4141
 JU4141  NAD 83(2007)-  39 44 51.54985(N)    075 42 46.49857(W) AD(2002.00) 0
 JU4141  ELLIP H (02/10/07)   27.262  (m)                       GP(2002.00)    
 JU4141  ELLIP H (08/09/02)   27.285  (m)                       GP(       ) 4 2
 JU4141  NAD 83(1991)-  39 44 51.55041(N)    075 42 46.49861(W) AD(       ) B
 JU4141  ELLIP H (10/23/91)   27.275  (m)                       GP(       ) 4 1
 JU4141  NGVD 29              60.53   (m)          198.6    (f) LEVELING    3  
 JU4141
 JU4141.Superseded values are not recommended for survey control.
 JU4141
 JU4141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4141.See file dsdata.pdf to determine how the superseded data were derived.
 JU4141
 JU4141_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4141_STAMPING: GPS NC-3A 1990
 JU4141_MARK LOGO: NGS
 JU4141_PROJECTION: FLUSH
 JU4141_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4141+STABILITY: SURFACE MOTION
 JU4141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4141+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2016
 JU4141
 JU4141  HISTORY     - Date     Condition        Report By
 JU4141  HISTORY     - 1990     MONUMENTED       DEDHT
 JU4141  HISTORY     - 19910109 GOOD             NGS
 JU4141  HISTORY     - 20001111 GOOD             USPSQD
 JU4141  HISTORY     - 20020910 GOOD             WR
 JU4141  HISTORY     - 20020929 GOOD             JCLS
 JU4141  HISTORY     - 20021001 GOOD             JCLS
 JU4141  HISTORY     - 20130711 GOOD             DELCOS
 JU4141  HISTORY     - 20141120 GOOD             GEOCAC
 JU4141  HISTORY     - 20160601 GOOD             INDIV
 JU4141
 JU4141                          STATION DESCRIPTION
 JU4141
 JU4141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JU4141'THE STATION IS LOCATED ABOUT 8 KM (5.0 MI) NORTH-NORTHEAST OF NEWARK,
 JU4141'4 KM (2.5 MI) SOUTHEAST OF THE DELAWARE-PENNSYLVANIA STATE LINE, 1 KM
 JU4141'(0.6 MI) SOUTHWEST OF MERMAID, ON THE SOUTH SIDE OF STATE HIGHWAY 72,
 JU4141'IN AN OPEN AREA AT THE EAST END OF A GRAVEL RUNNING TRACK NEAR THE
 JU4141'INDEPENDENCE SCHOOL.  OWNERSHIP--THE INDEPENDENCE SCHOOL, 1300 PAPER
 JU4141'MILL ROAD, NEWARK, DELAWARE 19711.
 JU4141'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 (DELAWARE
 JU4141'TURNPIKE) AND STATE HIGHWAY 7 (EXIT 4), (ABOUT 9 KM (5.6 MI) EAST OF
 JU4141'NEWARK), GO NORTH ON HIGHWAY 7 FOR 4.91 KM (3.05 MI) TO ITS JUNCTION
 JU4141'WITH STATE HIGHWAY 2.  CONTINUE NORTH ON HIGHWAY 7 (LIMESTONE ROAD)
 JU4141'FOR 5.10 KM (3.17 MI) TO A PAVED ROAD LEFT AT STOP LIGHT.  TURN LEFT,
 JU4141'SOUTHWEST, ON STATE HIGHWAY 72 FOR 0.97 KM (0.60 MI) TO THE STATION
 JU4141'ON THE LEFT, ABOUT 0.33 KM (0.21 MI) BEFORE REACHING THE SCHOOL
 JU4141'ENTRANCE ROAD ON THE LEFT.
 JU4141'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST 5 CM
 JU4141'BELOW GROUND.  IT IS 20.0 M (65.6 FT) SOUTH OF THE HIGHWAY CENTER,
 JU4141'32.5 M (106.6 FT) NORTHEAST OF THE OUTSIDE EDGE OF THE GRAVEL TRACK,
 JU4141'7.9 M (25.9 FT) SOUTH OF UTILITY POLE M 57 (187.0 FT) 124, 0.6 M
 JU4141'(2.0 FT) NORTH OF A FIBERGLASS WITNESS POST, AND 21.3 M (69.9 FT)
 JU4141'SOUTHWEST OF THE WEST POST TO A FIELD ENTRANCE (NO FENCE).
 JU4141'DESCRIBED BY G.R.HEID.
 JU4141
 JU4141                          STATION RECOVERY (2000)
 JU4141
 JU4141'RECOVERY NOTE BY US POWER SQUADRON 2000 (SAL)
 JU4141'RECOVERED IN GOOD CONDITION.
 JU4141
 JU4141                          STATION RECOVERY (2002)
 JU4141
 JU4141'RECOVERY NOTE BY WHITMAN, REQUARDT & ASSOCIATES 2002 (RTD)
 JU4141'RECOVERED IN GOOD CONDITION.
 JU4141
 JU4141                          STATION RECOVERY (2002)
 JU4141
 JU4141'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 JU4141'RECOVERED IN GOOD CONDITION.
 JU4141
 JU4141                          STATION RECOVERY (2002)
 JU4141
 JU4141'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 JU4141'RECOVERED IN GOOD CONDITION.
 JU4141
 JU4141                          STATION RECOVERY (2013)
 JU4141
 JU4141'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4141'RECOVERED IN GOOD CONDITION.
 JU4141
 JU4141                          STATION RECOVERY (2014)
 JU4141
 JU4141'RECOVERY NOTE BY GEOCACHING 2014 (NJS)
 JU4141'RECOVERED IN GOOD CONDITION.
 JU4141
 JU4141                          STATION RECOVERY (2016)
 JU4141
 JU4141'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (DSD)
 JU4141'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AJ8040 ***********************************************************************
 AJ8040  CBN         -  This is a Cooperative Base Network Control Station.
 AJ8040  DESIGNATION -  GPS NC 4
 AJ8040  PID         -  AJ8040
 AJ8040  STATE/COUNTY-  DE/NEW CASTLE
 AJ8040  COUNTRY     -  US
 AJ8040  USGS QUAD   -  SAINT GEORGES (2016)
 AJ8040
 AJ8040                         *CURRENT SURVEY CONTROL
 AJ8040  ______________________________________________________________________
 AJ8040* NAD 83(2011) POSITION- 39 30 01.55010(N) 075 38 40.82692(W)   ADJUSTED
 AJ8040* NAD 83(2011) ELLIP HT-   -12.882 (meters)        (06/27/12)   ADJUSTED
 AJ8040* NAD 83(2011) EPOCH   -  2010.00
 AJ8040* NAVD 88 ORTHO HEIGHT -    20.6   (meters)       68.    (feet) GPS OBS
 AJ8040  ______________________________________________________________________
 AJ8040  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AJ8040  GEOID HEIGHT    -        -33.462 (meters)                     GEOID03
 AJ8040  GEOID HEIGHT    -        -33.490 (meters)                     GEOID18
 AJ8040  NAD 83(2011) X  -  1,221,862.737 (meters)                     COMP
 AJ8040  NAD 83(2011) Y  - -4,774,292.313 (meters)                     COMP
 AJ8040  NAD 83(2011) Z  -  4,035,332.213 (meters)                     COMP
 AJ8040  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 AJ8040
 AJ8040  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8040  Standards:
 AJ8040         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8040            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8040  -------------------------------------------------------------------
 AJ8040  NETWORK    0.15   0.27           0.06   0.06   0.14      0.05510679
 AJ8040  -------------------------------------------------------------------
 AJ8040  Click here for local accuracies and other accuracy information.
 AJ8040
 AJ8040.The horizontal coordinates were established by GPS observations
 AJ8040.and adjusted by the National Geodetic Survey in June 2012.
 AJ8040
 AJ8040.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8040.been affixed to the stable North American tectonic plate. See 
 AJ8040.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8040
 AJ8040.The horizontal coordinates are valid at the epoch date displayed above
 AJ8040.which is a decimal equivalence of Year/Month/Day.
 AJ8040
 AJ8040.The orthometric height was determined by GPS observations and a
 AJ8040.high-resolution geoid model.
 AJ8040
 AJ8040.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8040.GEOID18 height accuracy estimate available here.
 AJ8040
 AJ8040.Click photographs - Photos may exist for this station.
 AJ8040
 AJ8040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8040
 AJ8040.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8040
 AJ8040.The ellipsoidal height was determined by GPS observations
 AJ8040.and is referenced to NAD 83.
 AJ8040
 AJ8040. The following values were computed from the NAD 83(2011) position.
 AJ8040
 AJ8040;                    North         East     Units Scale Factor Converg.
 AJ8040;SPC DE       -   166,587.888   180,388.506   MT  0.99999973   -0 08 42.1
 AJ8040;SPC DE       -   546,547.10    591,824.62   sFT  0.99999973   -0 08 42.1
 AJ8040;UTM  18      - 4,372,510.650   444,571.669   MT  0.99963783   -0 24 36.3
 AJ8040
 AJ8040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8040!SPC DE       -   1.00000202  x   0.99999973  =   1.00000175
 AJ8040!UTM  18      -   1.00000202  x   0.99963783  =   0.99963985
 AJ8040
 AJ8040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4457172510(NAD 83)
 AJ8040
 AJ8040                          SUPERSEDED SURVEY CONTROL
 AJ8040
 AJ8040  NAD 83(2007)-  39 30 01.55032(N)    075 38 40.82768(W) AD(2002.00) 0
 AJ8040  ELLIP H (02/10/07)  -12.858  (m)                       GP(2002.00)    
 AJ8040  NAD 83(1991)-  39 30 01.55043(N)    075 38 40.82750(W) AD(       ) A
 AJ8040  ELLIP H (02/12/02)  -12.849  (m)                       GP(       ) 4 1
 AJ8040  NAVD 88 (02/12/02)   20.6    (m)  GEOID99  model used  GPS OBS        
 AJ8040
 AJ8040.Superseded values are not recommended for survey control.
 AJ8040
 AJ8040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8040.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8040
 AJ8040_MARKER: DD = SURVEY DISK
 AJ8040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8040_STAMPING: GPS NC-4 2000
 AJ8040_MARK LOGO: DEDHT
 AJ8040_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8040+STABILITY: SURFACE MOTION
 AJ8040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8040+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 AJ8040
 AJ8040  HISTORY     - Date     Condition        Report By
 AJ8040  HISTORY     - 2000     MONUMENTED       DEDHT
 AJ8040  HISTORY     - 20050817 GOOD             GEOCAC
 AJ8040  HISTORY     - 20051007 GOOD             JMTMD
 AJ8040  HISTORY     - 20120629 GOOD             DEDT
 AJ8040  HISTORY     - 20130711 GOOD             DELCOS
 AJ8040
 AJ8040                          STATION DESCRIPTION
 AJ8040
 AJ8040'DESCRIBED BY DE DEPT OF HIGHWAYS 2000 (RYD)
 AJ8040'STATION IS LOCATED IN NEW CASTLE COUNTY DELAWARE NEAR BOYDS CORNER,
 AJ8040'DELAWARE.  IT IS ABOUT 5 MI (8.0 KM) NORTHEAST OF MIDDLETOWN, DE ABOUT
 AJ8040'5 MI (8.0 KM) SOTHWEST OF DELAWARE CITY, DE AND ABOUT 4 MI (6.4 KM)
 AJ8040'SOUTH OF THE CHESAPEAKE AND DELAWARE CANAL AND ON TH WESTERLY SIDE OF
 AJ8040'STATE ROUTE 1.  TO REACH FROM THE INTERSECTION OF US HIGHWAY 13 AND
 AJ8040'STATE ROUTE 896 AT BOYDS CORNER GO EAST ON COUNTY ROAD 420 TO ITS
 AJ8040'INTERSECTION WITH STATE ROUTE 1.  STATION IS LOCATED AT THE
 AJ8040'INTERSECTION OF COUNTY ROAD 420 AND THE NORTHBOUND RAMPS OF STATE
 AJ8040'ROUTE 1..  DISK IS LOCATED ON THE WESTERLY SIDE OF NORTHBOUND STATE
 AJ8040'ROUTE 1 OFF RAMP.  IT IS 9.47 M (31.07 FT) WEST OF THE CENTERLINE OF
 AJ8040'THE OFF RAMP, 20.95 M (68.73 FT) SOUTH OF THE CENTERLINE OF THE
 AJ8040'EASTBOUND LANE OF COUNTY ROAD 420 AND 0.85 M (2.79 FT) SOUTH-SOUTHEAST
 AJ8040'OF A FIBERFLASS WITNESS SIGN.  AN ALUMINUM DISK STAMPED GPS NC-4 2000
 AJ8040'SET IN THE TOP OF A 0.49 M (1.61 FT) DIAMETER CONCRETE POST.
 AJ8040
 AJ8040                          STATION RECOVERY (2005)
 AJ8040
 AJ8040'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 AJ8040'RECOVERED IN GOOD CONDITION.
 AJ8040
 AJ8040                          STATION RECOVERY (2005)
 AJ8040
 AJ8040'RECOVERY NOTE BY JMT ENGINEERING 2005 (BRH)
 AJ8040'RECOVERED AS DESCRIBED
 AJ8040
 AJ8040                          STATION RECOVERY (2012)
 AJ8040
 AJ8040'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (ADL)
 AJ8040'RECOVERED IN GOOD CONDITION.
 AJ8040
 AJ8040                          STATION RECOVERY (2013)
 AJ8040
 AJ8040'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 AJ8040'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AJ8041 ***********************************************************************
 AJ8041  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ8041  CBN         -  This is a Cooperative Base Network Control Station.
 AJ8041  DESIGNATION -  GPS NC 5
 AJ8041  PID         -  AJ8041
 AJ8041  STATE/COUNTY-  DE/NEW CASTLE
 AJ8041  COUNTRY     -  US
 AJ8041  USGS QUAD   -  WILMINGTON NORTH (2016)
 AJ8041
 AJ8041                         *CURRENT SURVEY CONTROL
 AJ8041  ______________________________________________________________________
 AJ8041* NAD 83(2011) POSITION- 39 48 15.81943(N) 075 34 50.74751(W)   ADJUSTED
 AJ8041* NAD 83(2011) ELLIP HT-    47.161 (meters)        (06/27/12)   ADJUSTED
 AJ8041* NAD 83(2011) EPOCH   -  2010.00
 AJ8041* NAVD 88 ORTHO HEIGHT -    80.06  (meters)      262.7   (feet) GPS OBS
 AJ8041  ______________________________________________________________________
 AJ8041  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 AJ8041  GEOID HEIGHT    -        -32.867 (meters)                     GEOID12B
 AJ8041  GEOID HEIGHT    -        -32.866 (meters)                     GEOID18
 AJ8041  NAD 83(2011) X  -  1,221,836.240 (meters)                     COMP
 AJ8041  NAD 83(2011) Y  - -4,752,113.674 (meters)                     COMP
 AJ8041  NAD 83(2011) Z  -  4,061,354.521 (meters)                     COMP
 AJ8041  LAPLACE CORR    -          0.53  (seconds)                    DEFLEC18
 AJ8041
 AJ8041  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8041  Standards:
 AJ8041         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8041            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8041  -------------------------------------------------------------------
 AJ8041  NETWORK    0.57   0.88           0.25   0.21   0.45      0.00122902
 AJ8041  -------------------------------------------------------------------
 AJ8041  Click here for local accuracies and other accuracy information.
 AJ8041
 AJ8041.The horizontal coordinates were established by GPS observations
 AJ8041.and adjusted by the National Geodetic Survey in June 2012.
 AJ8041
 AJ8041.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8041.been affixed to the stable North American tectonic plate. See 
 AJ8041.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8041
 AJ8041.The horizontal coordinates are valid at the epoch date displayed above
 AJ8041.which is a decimal equivalence of Year/Month/Day.
 AJ8041
 AJ8041.The orthometric height was determined by GPS observations and a
 AJ8041.high-resolution geoid model using precise GPS observation and
 AJ8041.processing techniques.
 AJ8041
 AJ8041.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8041.GEOID18 height accuracy estimate available here.
 AJ8041
 AJ8041.Click photographs - Photos may exist for this station.
 AJ8041
 AJ8041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8041
 AJ8041.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8041
 AJ8041.The ellipsoidal height was determined by GPS observations
 AJ8041.and is referenced to NAD 83.
 AJ8041
 AJ8041. The following values were computed from the NAD 83(2011) position.
 AJ8041
 AJ8041;                    North         East     Units Scale Factor Converg.
 AJ8041;SPC DE       -   200,324.251   185,947.329   MT  0.99999743   -0 06 18.2
 AJ8041;SPC DE       -   657,230.48    610,062.20   sFT  0.99999743   -0 06 18.2
 AJ8041;UTM  18      - 4,406,208.566   450,284.911   MT  0.99963043   -0 22 18.5
 AJ8041
 AJ8041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8041!SPC DE       -   0.99999260  x   0.99999743  =   0.99999003
 AJ8041!UTM  18      -   0.99999260  x   0.99963043  =   0.99962303
 AJ8041
 AJ8041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5028406208(NAD 83)
 AJ8041
 AJ8041                          SUPERSEDED SURVEY CONTROL
 AJ8041
 AJ8041  NAD 83(2007)-  39 48 15.81966(N)    075 34 50.74824(W) AD(2002.00) 0
 AJ8041  ELLIP H (02/10/07)   47.189  (m)                       GP(2002.00)    
 AJ8041  NAD 83(1991)-  39 48 15.81978(N)    075 34 50.74837(W) AD(       ) A
 AJ8041  ELLIP H (02/12/02)   47.192  (m)                       GP(       ) 4 1
 AJ8041  NAVD 88 (02/12/02)   80.1    (m)  GEOID99  model used  GPS OBS        
 AJ8041
 AJ8041.Superseded values are not recommended for survey control.
 AJ8041
 AJ8041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8041.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8041
 AJ8041_MARKER: DD = SURVEY DISK
 AJ8041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8041_STAMPING: GPS NC-5 2000
 AJ8041_MARK LOGO: DEDHT
 AJ8041_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8041+STABILITY: SURFACE MOTION
 AJ8041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8041+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 AJ8041
 AJ8041  HISTORY     - Date     Condition        Report By
 AJ8041  HISTORY     - 2000     MONUMENTED       DEDHT
 AJ8041  HISTORY     - 20040114 GOOD             URS
 AJ8041  HISTORY     - 20060418 GOOD             INDIV
 AJ8041  HISTORY     - 20130711 GOOD             DELCOS
 AJ8041
 AJ8041                          STATION DESCRIPTION
 AJ8041
 AJ8041'DESCRIBED BY DE DEPT OF HIGHWAYS 2000 (RD)
 AJ8041'STATION IS LOCATED IN BRANDYWINE CREEK STATE PARK NEW CASTLE COUNTY
 AJ8041'DELAWARE.  TO REACH FROM THE JUNCTION OF US HIGHWAY 202 AND STATE
 AJ8041'HIGHWAY 92 GO WEST ON STATE HIGHWAY 92 FOR ABOUT 0.3 MI (0.5 KM) TO A
 AJ8041'PAVED ROAD, RAMSEY ROAD, ON THE LEFT.  TURN LEFT ONTO RAMSEY ROAD. GO
 AJ8041'SOUTHWESTERLY FOR ABOUT 2.8 MI (4.5 KM) TO THE JUNCTION OF SR 92 AND
 AJ8041'SR 100.  TURN LEFT SOUTHEAST ONTO COUNTY ROAD 232, ADAMS DAM ROAD, FOR
 AJ8041'ABOUT 0.25 MI (0.40 KM) TO A PAVED ROAD ON THE LEFT WHICH IS THE MAIN
 AJ8041'ENTRANCE TO BRANDYWINE CREEK STATE PARK.  TURN LEFT ONTO THE ENTRANCE
 AJ8041'ROAD AND PROCEED 0.3 MI (0.5 KM) TO A PAVED ROAD ON THE RIGHT WHICH
 AJ8041'LEADS TO A PARKING LOT.  STATION IS ON THE RIGHT. STATION MARK IS 15.8
 AJ8041'M (51.8 FT) SOUTHEAST OF THE CENTERLINE OF THE MAIN ROAD, 6.6 M (21.7
 AJ8041'FT) NORTHEAST OF THE CENTERLINE OF THE ROAD LEADING TO THE PARKING
 AJ8041'LOT, 2.1 M (6.9 FT) EAST OF A STOP SIGN, 2.3 M (7.5 FT) EASTERLY OF
 AJ8041'THE SOUTHWEST END OF A POST AND RAIL FENCE ON THE NORTHEASTERLY SIDE
 AJ8041'OF THE INTERESECTION, 4.4 M (14.4 FT) SOUTH OF THE NORTHEASTERLY END
 AJ8041'OF A POST AND RAIL FENCE LOCATED ON THE NORTHEASTERLY SIDE OF THE
 AJ8041'INTERSECTION, AND 11.6 M (38.1 FT) NORTHEAST OF THE EASTERLY END OF A
 AJ8041'POST AND RAIL FENCE LOCATED ON THE SOUTHERLY SIDE OF THE INTERSECTION.
 AJ8041'STATION MARK IS SET IN THE TOP OF A 20 CM ROUND CONCRETE POST RECESSED
 AJ8041'ABOUT 3 CM BELOW THE GROUND.
 AJ8041
 AJ8041                          STATION RECOVERY (2004)
 AJ8041
 AJ8041'RECOVERY NOTE BY URS COMPANY 2004
 AJ8041'RECOVERED IN GOOD CONDITION.
 AJ8041
 AJ8041                          STATION RECOVERY (2006)
 AJ8041
 AJ8041'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (ESW)
 AJ8041'RECOVERED AS DESCRIBED
 AJ8041
 AJ8041                          STATION RECOVERY (2013)
 AJ8041
 AJ8041'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 AJ8041'THE BENCHMARK IS 6 FT EAST OF A STOP SIGN WITH A SURVEY MARKER POST,
 AJ8041'24 FT NORTHEAST OF THE CENTERLINE OF THE ROAD LEADING TO PARKING AREA,
 AJ8041'28 YRDS WEST OF STONE WALL, 17 YARDS SOUTH SOUTHEAST OF CENTERLINE OF
 AJ8041'THE ROAD LEADING TO THE PARK OFFICE, AND APPROXIMATELY .3 MILES FROM
 AJ8041'THE PARK ENTRANCE AND ADAMS DAM INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2670 ***********************************************************************
 HU2670  CBN         -  This is a Cooperative Base Network Control Station.
 HU2670  DESIGNATION -  GPS S 1
 HU2670  PID         -  HU2670
 HU2670  STATE/COUNTY-  DE/SUSSEX
 HU2670  COUNTRY     -  US
 HU2670  USGS QUAD   -  FRANKFORD (2016)
 HU2670
 HU2670                         *CURRENT SURVEY CONTROL
 HU2670  ______________________________________________________________________
 HU2670* NAD 83(2011) POSITION- 38 32 54.17574(N) 075 08 53.98085(W)   ADJUSTED
 HU2670* NAD 83(2011) ELLIP HT-   -27.969 (meters)        (06/27/12)   ADJUSTED
 HU2670* NAD 83(2011) EPOCH   -  2010.00
 HU2670* NAVD 88 ORTHO HEIGHT -     7.813 (meters)       25.63  (feet) ADJUSTED
 HU2670  ______________________________________________________________________
 HU2670  GEOID HEIGHT    -        -35.779 (meters)                     GEOID18
 HU2670  NAD 83(2011) X  -  1,280,230.015 (meters)                     COMP
 HU2670  NAD 83(2011) Y  - -4,827,842.426 (meters)                     COMP
 HU2670  NAD 83(2011) Z  -  3,953,213.729 (meters)                     COMP
 HU2670  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 HU2670  DYNAMIC HEIGHT  -          7.808 (meters)       25.62  (feet) COMP
 HU2670  MODELED GRAVITY -    980,025.4   (mgal)                       NAVD 88
 HU2670
 HU2670  VERT ORDER      -  SECOND    CLASS II
 HU2670
 HU2670  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2670  Standards:
 HU2670         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2670            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2670  -------------------------------------------------------------------
 HU2670  NETWORK    0.56   0.69           0.25   0.20   0.35      0.00121610
 HU2670  -------------------------------------------------------------------
 HU2670  Click here for local accuracies and other accuracy information.
 HU2670
 HU2670.The horizontal coordinates were established by GPS observations
 HU2670.and adjusted by the National Geodetic Survey in June 2012.
 HU2670
 HU2670.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2670.been affixed to the stable North American tectonic plate. See 
 HU2670.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2670
 HU2670.The horizontal coordinates are valid at the epoch date displayed above
 HU2670.which is a decimal equivalence of Year/Month/Day.
 HU2670
 HU2670.The orthometric height was determined by differential leveling and
 HU2670.adjusted by the NATIONAL GEODETIC SURVEY
 HU2670.in March 1994.
 HU2670
 HU2670.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2670.GEOID18 height accuracy estimate available here.
 HU2670
 HU2670.Click photographs - Photos may exist for this station.
 HU2670
 HU2670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2670
 HU2670.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2670
 HU2670.The ellipsoidal height was determined by GPS observations
 HU2670.and is referenced to NAD 83.
 HU2670
 HU2670.The dynamic height is computed by dividing the NAVD 88
 HU2670.geopotential number by the normal gravity value computed on the
 HU2670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2670.degrees latitude (g = 980.6199 gals.).
 HU2670
 HU2670.The modeled gravity was interpolated from observed gravity values.
 HU2670
 HU2670. The following values were computed from the NAD 83(2011) position.
 HU2670
 HU2670;                    North         East     Units Scale Factor Converg.
 HU2670;SPC DE       -    60,905.168   223,392.159   MT  1.00000174   +0 10 02.0
 HU2670;SPC DE       -   199,819.71    732,912.44   sFT  1.00000174   +0 10 02.0
 HU2670;UTM  18      - 4,266,672.434   487,074.766   MT  0.99960206   -0 05 32.8
 HU2670
 HU2670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2670!SPC DE       -   1.00000439  x   1.00000174  =   1.00000613
 HU2670!UTM  18      -   1.00000439  x   0.99960206  =   0.99960645
 HU2670
 HU2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8707466672(NAD 83)
 HU2670
 HU2670|---------------------------------------------------------------------|
 HU2670| PID    Reference Object                     Distance      Geod. Az  |
 HU2670|                                                           dddmmss.s |
 HU2670| HU2671 GPS S 1 A                           230.748 METERS 25609     |
 HU2670|---------------------------------------------------------------------|
 HU2670
 HU2670                          SUPERSEDED SURVEY CONTROL
 HU2670
 HU2670  ELLIP H (04/30/09)  -27.950  (m)                       GP(       ) 4 2
 HU2670  NAD 83(2007)-  38 32 54.17608(N)    075 08 53.98194(W) AD(2002.00) 0
 HU2670  ELLIP H (02/10/07)  -27.898  (m)                       GP(2002.00)    
 HU2670  ELLIP H (08/09/02)  -27.956  (m)                       GP(       ) 4 2
 HU2670  NAD 83(1991)-  38 32 54.17537(N)    075 08 53.98044(W) AD(       ) B
 HU2670  ELLIP H (10/23/91)  -27.971  (m)                       GP(       ) 4 1
 HU2670  NAVD 88               7.81   (m)           25.6    (f) LEVELING    3  
 HU2670  NGVD 29               8.05   (m)           26.4    (f) LEVELING    3  
 HU2670
 HU2670.Superseded values are not recommended for survey control.
 HU2670
 HU2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2670.See file dsdata.pdf to determine how the superseded data were derived.
 HU2670
 HU2670_MARKER: DH = HORIZONTAL CONTROL DISK
 HU2670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2670_STAMPING: GPS S-1 1990
 HU2670_MARK LOGO: NGS
 HU2670_PROJECTION: PROJECTING 0 CENTIMETERS
 HU2670_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2670+STABILITY: SURFACE MOTION
 HU2670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2670+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2014
 HU2670
 HU2670  HISTORY     - Date     Condition        Report By
 HU2670  HISTORY     - 1990     MONUMENTED       DEDHT
 HU2670  HISTORY     - 19910109 GOOD             NGS
 HU2670  HISTORY     - 20040108 GOOD             INDIV
 HU2670  HISTORY     - 20050222 GOOD             DEDT
 HU2670  HISTORY     - 20080226 GOOD             INDIV
 HU2670  HISTORY     - 20090403 GOOD             INDIV
 HU2670  HISTORY     - 20120210 GOOD             DELCOS
 HU2670  HISTORY     - 20131025 GOOD             DELCOS
 HU2670  HISTORY     - 20140422 GOOD             INDIV
 HU2670
 HU2670                          STATION DESCRIPTION
 HU2670
 HU2670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HU2670'STATION IS LOCATED ABOUT 11 KM (6.8 MI) NORTH OF THE DELAWARE-MARYLAND
 HU2670'STATE LINE, 9 KM (5.6 MI) EAST OF DAGSBORO, IN THE CLARKSVILLE
 HU2670'COMMUNITY, AT THE NORTHWEST EDGE OF THE HIGHEST POINT IN THE
 HU2670'CLARKSVILLE CEMETERY, IN THE MIDDLE OF AN EAST-WEST DIRT WALKWAY.
 HU2670'OWNERSHIP--MAINTAINED BY THE METHODIST CHURCH OF CLARKSVILLE.
 HU2670'TO REACH FROM THE JUNCTION OF US HIGHWAY 113 AND STATE HIGHWAY 26 ON
 HU2670'THE WEST SIDE OF DAGSBORO, GO EAST ON HIGHWAY 26 THROUGH TOWN FOR
 HU2670'9.73 KM (6.05 MI) TO A PAVED ROAD LEFT LEADING TO HOLTS LANDING STATE
 HU2670'PARK.  CONTINUE AHEAD FOR 0.75 KM (0.47 MI) TO A CROSSROAD AT THE
 HU2670'CLARKSVILLE METHODIST CHURCH ON THE RIGHT.  TURN RIGHT, WEST, ON
 HU2670'PAVED ROAD BETWEEN CEMETERIES FOR 0.09 KM (0.06 MI) TO THE STATION ON
 HU2670'THE LEFT.
 HU2670'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST FLUSH
 HU2670'WITH THE GROUND.  IT IS 35.2 M (115.5 FT) SOUTH-SOUTHEAST OF THE ROAD
 HU2670'CENTER, 60.7 M (199.1 FT) WEST OF THE CENTER OF A PAVED ROAD ON EAST
 HU2670'SIDE OF CEMETERY, 44.5 M (146.0 FT) EAST-NORTHEAST OF THE CENTER OF A
 HU2670'GRAVEL ROAD ON WEST SIDE OF CEMETERY, 1.8 M (5.9 FT) SOUTH-SOUTHWEST
 HU2670'OF THE SOUTHWEST CORNER OF THE EVANS HEADSTONE, AND 1.3 M (4.3 FT)
 HU2670'NORTHWEST OF THE NORTHWEST CORNER OF THE HAMMOND HEADSTONE.
 HU2670'DESCRIBED BY G.R.HEID.
 HU2670
 HU2670                          STATION RECOVERY (2004)
 HU2670
 HU2670'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GAD)
 HU2670'DESCRIPTION COULD BE BETTER.
 HU2670
 HU2670                          STATION RECOVERY (2005)
 HU2670
 HU2670'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2005 (JRC)
 HU2670'RECOVERED AS DESCRIBED.
 HU2670
 HU2670                          STATION RECOVERY (2008)
 HU2670
 HU2670'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (WRA)
 HU2670'DESCRIPTION IS ADEQUATE
 HU2670
 HU2670                          STATION RECOVERY (2009)
 HU2670
 HU2670'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (WRA)
 HU2670'RECOVERED AS DESCRIBED
 HU2670
 HU2670                          STATION RECOVERY (2012)
 HU2670
 HU2670'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU2670'RECOVERED IN GOOD CONDITION.
 HU2670
 HU2670                          STATION RECOVERY (2013)
 HU2670
 HU2670'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 HU2670'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
 HU2670
 HU2670                          STATION RECOVERY (2014)
 HU2670
 HU2670'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (WRA)
 HU2670'RECOVERED AS DESCRIBED, DESCRIPTION IS ADEQUATE, USED FOR GPS
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2671 ***********************************************************************
 HU2671  CBN         -  This is a Cooperative Base Network Control Station.
 HU2671  DESIGNATION -  GPS S 1 A
 HU2671  PID         -  HU2671
 HU2671  STATE/COUNTY-  DE/SUSSEX
 HU2671  COUNTRY     -  US
 HU2671  USGS QUAD   -  FRANKFORD (2016)
 HU2671
 HU2671                         *CURRENT SURVEY CONTROL
 HU2671  ______________________________________________________________________
 HU2671* NAD 83(2011) POSITION- 38 32 52.38530(N) 075 09 03.23315(W)   ADJUSTED
 HU2671* NAD 83(2011) ELLIP HT-   -30.542 (meters)        (06/27/12)   ADJUSTED
 HU2671* NAD 83(2011) EPOCH   -  2010.00
 HU2671* NAVD 88 ORTHO HEIGHT -     5.232 (meters)       17.17  (feet) ADJUSTED
 HU2671  ______________________________________________________________________
 HU2671  GEOID HEIGHT    -        -35.779 (meters)                     GEOID18
 HU2671  NAD 83(2011) X  -  1,280,021.755 (meters)                     COMP
 HU2671  NAD 83(2011) Y  - -4,827,931.158 (meters)                     COMP
 HU2671  NAD 83(2011) Z  -  3,953,168.948 (meters)                     COMP
 HU2671  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 HU2671  DYNAMIC HEIGHT  -          5.229 (meters)       17.16  (feet) COMP
 HU2671  MODELED GRAVITY -    980,025.1   (mgal)                       NAVD 88
 HU2671
 HU2671  VERT ORDER      -  SECOND    CLASS II
 HU2671
 HU2671  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2671  Standards:
 HU2671         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2671            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2671  -------------------------------------------------------------------
 HU2671  NETWORK    2.05   5.57           0.89   0.78   2.84     -0.02622847
 HU2671  -------------------------------------------------------------------
 HU2671  Click here for local accuracies and other accuracy information.
 HU2671
 HU2671.The horizontal coordinates were established by GPS observations
 HU2671.and adjusted by the National Geodetic Survey in June 2012.
 HU2671
 HU2671.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2671.been affixed to the stable North American tectonic plate. See 
 HU2671.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2671
 HU2671.The horizontal coordinates are valid at the epoch date displayed above
 HU2671.which is a decimal equivalence of Year/Month/Day.
 HU2671
 HU2671.The orthometric height was determined by differential leveling and
 HU2671.adjusted by the NATIONAL GEODETIC SURVEY
 HU2671.in March 1994.
 HU2671
 HU2671.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2671.GEOID18 height accuracy estimate available here.
 HU2671
 HU2671.Click photographs - Photos may exist for this station.
 HU2671
 HU2671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2671
 HU2671.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2671
 HU2671.The ellipsoidal height was determined by GPS observations
 HU2671.and is referenced to NAD 83.
 HU2671
 HU2671.The dynamic height is computed by dividing the NAVD 88
 HU2671.geopotential number by the normal gravity value computed on the
 HU2671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2671.degrees latitude (g = 980.6199 gals.).
 HU2671
 HU2671.The modeled gravity was interpolated from observed gravity values.
 HU2671
 HU2671. The following values were computed from the NAD 83(2011) position.
 HU2671
 HU2671;                    North         East     Units Scale Factor Converg.
 HU2671;SPC DE       -    60,849.309   223,168.273   MT  1.00000161   +0 09 56.2
 HU2671;SPC DE       -   199,636.44    732,177.91   sFT  1.00000161   +0 09 56.2
 HU2671;UTM  18      - 4,266,617.612   486,850.719   MT  0.99960213   -0 05 38.5
 HU2671
 HU2671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2671!SPC DE       -   1.00000479  x   1.00000161  =   1.00000640
 HU2671!UTM  18      -   1.00000479  x   0.99960213  =   0.99960692
 HU2671
 HU2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8685066617(NAD 83)
 HU2671
 HU2671|---------------------------------------------------------------------|
 HU2671| PID    Reference Object                     Distance      Geod. Az  |
 HU2671|                                                           dddmmss.s |
 HU2671| HU2670 GPS S 1                             230.748 METERS 07609     |
 HU2671|---------------------------------------------------------------------|
 HU2671
 HU2671                          SUPERSEDED SURVEY CONTROL
 HU2671
 HU2671  NAD 83(2007)-  38 32 52.38564(N)    075 09 03.23424(W) AD(2002.00) 0
 HU2671  ELLIP H (02/10/07)  -30.470  (m)                       GP(2002.00)    
 HU2671  ELLIP H (08/09/02)  -30.528  (m)                       GP(       ) 4 2
 HU2671  NAD 83(1991)-  38 32 52.38492(N)    075 09 03.23273(W) AD(       ) B
 HU2671  ELLIP H (10/23/91)  -30.544  (m)                       GP(       ) 4 1
 HU2671  NGVD 29               5.47   (m)           17.9    (f) LEVELING    3  
 HU2671
 HU2671.Superseded values are not recommended for survey control.
 HU2671
 HU2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2671.See file dsdata.pdf to determine how the superseded data were derived.
 HU2671
 HU2671_MARKER: DH = HORIZONTAL CONTROL DISK
 HU2671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2671_STAMPING: GPS S-1A 1990
 HU2671_MARK LOGO: NGS
 HU2671_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2671+STABILITY: SURFACE MOTION
 HU2671_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2671+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2014
 HU2671
 HU2671  HISTORY     - Date     Condition        Report By
 HU2671  HISTORY     - 1990     MONUMENTED       DEDHT
 HU2671  HISTORY     - 19910109 GOOD             NGS
 HU2671  HISTORY     - 20090507 GOOD             GEOMET
 HU2671  HISTORY     - 20120210 GOOD             DELCOS
 HU2671  HISTORY     - 20140422 GOOD             INDIV
 HU2671
 HU2671                          STATION DESCRIPTION
 HU2671
 HU2671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HU2671'STATION IS LOCATED ABOUT 11 KM (6.8 MI) NORTH OF THE DELAWARE-MARYLAND
 HU2671'STATE LINE, 9 KM (5.6 MI) EAST OF DAGSBORO, IN THE CLARKSVILLE
 HU2671'COMMUNITY, 0.3 KM (0.2 MI) WEST OF THE CLARKSVILLE METHODIST CHURCH,
 HU2671'IN THE SOUTHEAST ANGLE OF A T-ROAD JUNCTION, ON APPARENT ROAD
 HU2671'RIGHT-OF-WAY. OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 HU2671'TO REACH FROM THE JUNCTION OF US HIGHWAY 113 AND STATE HIGHWAY 26 ON
 HU2671'THE WEST SIDE OF DAGSBORO, GO EAST ON HIGHWAY 26 THROUGH TOWN FOR
 HU2671'9.73 KM (6.05 MI) TO A PAVED ROAD LEFT LEADING TO HOLTS LANDING STATE
 HU2671'PARK.  CONTINUE AHEAD FOR 0.75 KM (0.47 MI) TO A CROSSROAD AT THE
 HU2671'CLARKSVILLE METHODIST CHURCH ON THE RIGHT.  TURN RIGHT, WEST, ON
 HU2671'PAVED ROAD BETWEEN CEMETERIES FOR 0.32 KM (0.20 MI) TO A ROAD LEFT AT
 HU2671'STATION ON THE LEFT.
 HU2671'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST FLUSH
 HU2671'WITH THE GROUND.  IT IS 11.4 M (37.4 FT) SOUTH OF THE ROAD CENTER,
 HU2671'7.6 M (24.9 FT) EAST OF THE CENTER OF HIDDEN ACRES DRIVE, LEVEL WITH
 HU2671'THE INTERSECTION, 2.3 M (7.5 FT) SOUTH OF A FIBERGLASS WITNESS POST
 HU2671'AND STOP SIGN, AND 10.2 M (33.5 FT) SOUTHWEST OF UTILITY POLE 6B6 AND
 HU2671'TELEPHONE PEDESTAL BH6.
 HU2671'NOTE--STATION IS ABOUT 30 PERCENT HORIZON-BLOCKED (FROM NORTHEAST TO
 HU2671'SOUTH, AND WEST-SOUTHWEST TO WEST-NORTHWEST.
 HU2671'DESCRIBED BY G.R.HEID.
 HU2671
 HU2671                          STATION RECOVERY (2009)
 HU2671
 HU2671'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2009 (KRO)
 HU2671'RECOVERED IN GOOD CONDITION.
 HU2671
 HU2671                          STATION RECOVERY (2012)
 HU2671
 HU2671'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU2671'RECOVERED IN GOOD CONDITION.
 HU2671
 HU2671                          STATION RECOVERY (2014)
 HU2671
 HU2671'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (WRA)
 HU2671'RECOVERED AS DESCRIBED, DESCRIPTION IS ADEQUATE, USED FOR GPS, UNABLE
 HU2671'TO RESOLVE, FOLIAGE MAY HAVE INTERFERED WITH SIGNAL. NOT SUITABLE FOR
 HU2671'SATTELITE OBSERVATIONS
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DI0955 ***********************************************************************
 DI0955  DESIGNATION -  GPS S 10
 DI0955  PID         -  DI0955
 DI0955  STATE/COUNTY-  DE/SUSSEX
 DI0955  COUNTRY     -  US
 DI0955  USGS QUAD   -  SELBYVILLE (2016)
 DI0955
 DI0955                         *CURRENT SURVEY CONTROL
 DI0955  ______________________________________________________________________
 DI0955* NAD 83(2011) POSITION- 38 27 50.93456(N) 075 09 56.36484(W)   ADJUSTED
 DI0955* NAD 83(2011) ELLIP HT-   -29.567 (meters)        (06/27/12)   ADJUSTED
 DI0955* NAD 83(2011) EPOCH   -  2010.00
 DI0955* NAVD 88 ORTHO HEIGHT -     6.292 (meters)       20.64  (feet) ADJUSTED
 DI0955  ______________________________________________________________________
 DI0955  GEOID HEIGHT    -        -35.864 (meters)                     GEOID18
 DI0955  NAD 83(2011) X  -  1,280,259.941 (meters)                     COMP
 DI0955  NAD 83(2011) Y  - -4,833,855.730 (meters)                     COMP
 DI0955  NAD 83(2011) Z  -  3,945,895.667 (meters)                     COMP
 DI0955  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 DI0955  DYNAMIC HEIGHT  -          6.288 (meters)       20.63  (feet) COMP
 DI0955  MODELED GRAVITY -    980,020.6   (mgal)                       NAVD 88
 DI0955
 DI0955  VERT ORDER      -  SECOND    CLASS II
 DI0955
 DI0955  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0955  Standards:
 DI0955         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0955            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0955  -------------------------------------------------------------------
 DI0955  NETWORK    0.79   0.90           0.35   0.29   0.46     -0.00507088
 DI0955  -------------------------------------------------------------------
 DI0955  Click here for local accuracies and other accuracy information.
 DI0955
 DI0955.The horizontal coordinates were established by GPS observations
 DI0955.and adjusted by the National Geodetic Survey in June 2012.
 DI0955
 DI0955.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0955.been affixed to the stable North American tectonic plate. See 
 DI0955.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0955
 DI0955.The horizontal coordinates are valid at the epoch date displayed above
 DI0955.which is a decimal equivalence of Year/Month/Day.
 DI0955
 DI0955.The orthometric height was determined by differential leveling and
 DI0955.adjusted by the NATIONAL GEODETIC SURVEY
 DI0955.in October 2009.
 DI0955
 DI0955.No vertical observational check was made to the station.
 DI0955
 DI0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0955.GEOID18 height accuracy estimate available here.
 DI0955
 DI0955.Click photographs - Photos may exist for this station.
 DI0955
 DI0955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0955
 DI0955.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0955
 DI0955.The ellipsoidal height was determined by GPS observations
 DI0955.and is referenced to NAD 83.
 DI0955
 DI0955.The dynamic height is computed by dividing the NAVD 88
 DI0955.geopotential number by the normal gravity value computed on the
 DI0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0955.degrees latitude (g = 980.6199 gals.).
 DI0955
 DI0955.The modeled gravity was interpolated from observed gravity values.
 DI0955
 DI0955. The following values were computed from the NAD 83(2011) position.
 DI0955
 DI0955;                    North         East     Units Scale Factor Converg.
 DI0955;SPC DE       -    51,550.480   221,907.032   MT  1.00000091   +0 09 22.1
 DI0955;SPC DE       -   169,128.53    728,039.99   sFT  1.00000091   +0 09 22.1
 DI0955;UTM  18      - 4,257,328.295   485,547.909   MT  0.99960257   -0 06 11.0
 DI0955
 DI0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0955!SPC DE       -   1.00000464  x   1.00000091  =   1.00000555
 DI0955!UTM  18      -   1.00000464  x   0.99960257  =   0.99960721
 DI0955
 DI0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8554757328(NAD 83)
 DI0955
 DI0955                          SUPERSEDED SURVEY CONTROL
 DI0955
 DI0955  NAD 83(2007)-  38 27 50.93503(N)    075 09 56.36557(W) AD(2002.00) B
 DI0955  ELLIP H (04/30/09)  -29.552  (m)                       GP(2002.00) 4 2
 DI0955  NAD 83(1991)-  38 27 50.93481(N)    075 09 56.36538(W) AD(       ) B
 DI0955  ELLIP H (08/09/06)  -29.550  (m)                       GP(       ) 4 2
 DI0955  NAVD 88 (08/09/06)    6.3    (m)  GEOID03  model used  GPS OBS        
 DI0955
 DI0955.Superseded values are not recommended for survey control.
 DI0955
 DI0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0955.See file dsdata.pdf to determine how the superseded data were derived.
 DI0955
 DI0955_MARKER: DD = SURVEY DISK
 DI0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0955_STAMPING: GPS S 10 2004
 DI0955_MARK LOGO: DEDT
 DI0955_PROJECTION: RECESSED 1 CENTIMETERS
 DI0955_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0955+STABILITY: SURFACE MOTION
 DI0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0955+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2013
 DI0955
 DI0955  HISTORY     - Date     Condition        Report By
 DI0955  HISTORY     - 20041101 MONUMENTED       DEDT
 DI0955  HISTORY     - 20090430 GOOD             DEDT
 DI0955  HISTORY     - 20090507 GOOD             GEOMET
 DI0955  HISTORY     - 20120213 GOOD             DELCOS
 DI0955  HISTORY     - 20131025 GOOD             DELCOS
 DI0955
 DI0955                          STATION DESCRIPTION
 DI0955
 DI0955'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2004 (JRC)
 DI0955'THE STATION IS LOCATED NEAR WILLIAMSVILLE, 3.1 MI (4.99 KM) EAST OF
 DI0955'SELBYVILLE, 5.2 MI (8.37 KM)  SOUTHEAST OF FRANKFORD, AND 6.1 MI (9.82
 DI0955'KM) WEST OF FENWICK ISLAND.  THE STATION IS  LOCATED ON DELAWARE
 DI0955'DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY.
 DI0955'
 DI0955'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND STATE
 DI0955'ROUTE 54  (LIGHTHOUSE ROAD) IN SELBYVILLE, PROCEED 3.0 MI (4.83 KM)
 DI0955'EAST ON STATE ROUTE 54 TO STATION  ON RIGHT.  TO REACH FROM THE
 DI0955'INTERSECTION OF STATE ROUTE 1 (COASTAL HIGHWAY) AND STATE  ROUTE 54
 DI0955'(LIGHTHOUSE ROAD), PROCEED 7.1 MI (11.43 KM) WEST TO STATION ON LEFT.
 DI0955'
 DI0955'THE STATION IS 47.7 FEET (14.54 M) SOUTHWEST OF THE CENTERLINE OF
 DI0955'STATE ROUTE 54  (LIGHTHOUSE ROAD), 19.1 FEET (5.82 M) EAST OF UTILITY
 DI0955'POLE WITH 2 GUY WIRES (DPL 59285/96688),  AND 146.7 FEET (44.71 M)
 DI0955'WEST OF UTILITY POLE (DPL 59302/96682).  THE STATION IS AN ALUMINUM
 DI0955'DISK SET IN THE TOP OF A 1 FOOT (30 CM) DIAMETER CONCRETE POST.
 DI0955
 DI0955                          STATION RECOVERY (2009)
 DI0955
 DI0955'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009 (BRC)
 DI0955'RECOVERED AS DESCRIBED.
 DI0955
 DI0955                          STATION RECOVERY (2009)
 DI0955
 DI0955'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2009 (KRO)
 DI0955'RECOVERED IN GOOD CONDITION.
 DI0955
 DI0955                          STATION RECOVERY (2012)
 DI0955
 DI0955'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DI0955'RECOVERED IN GOOD CONDITION.
 DI0955
 DI0955                          STATION RECOVERY (2013)
 DI0955
 DI0955'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DI0955'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DI0956 ***********************************************************************
 DI0956  DESIGNATION -  GPS S 11
 DI0956  PID         -  DI0956
 DI0956  STATE/COUNTY-  DE/SUSSEX
 DI0956  COUNTRY     -  US
 DI0956  USGS QUAD   -  FAIRMOUNT (2016)
 DI0956
 DI0956                         *CURRENT SURVEY CONTROL
 DI0956  ______________________________________________________________________
 DI0956* NAD 83(2011) POSITION- 38 39 03.25272(N) 075 12 57.41343(W)   ADJUSTED
 DI0956* NAD 83(2011) ELLIP HT-   -26.977 (meters)        (06/27/12)   ADJUSTED
 DI0956* NAD 83(2011) EPOCH   -  2010.00
 DI0956* NAVD 88 ORTHO HEIGHT -     8.725 (meters)       28.63  (feet) ADJUSTED
 DI0956  ______________________________________________________________________
 DI0956  GEOID HEIGHT    -        -35.707 (meters)                     GEOID18
 DI0956  NAD 83(2011) X  -  1,272,719.753 (meters)                     COMP
 DI0956  NAD 83(2011) Y  - -4,822,485.700 (meters)                     COMP
 DI0956  NAD 83(2011) Z  -  3,962,108.586 (meters)                     COMP
 DI0956  LAPLACE CORR    -         -0.22  (seconds)                    DEFLEC18
 DI0956  DYNAMIC HEIGHT  -          8.719 (meters)       28.61  (feet) COMP
 DI0956  MODELED GRAVITY -    980,027.8   (mgal)                       NAVD 88
 DI0956
 DI0956  VERT ORDER      -  SECOND    CLASS II
 DI0956
 DI0956  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0956  Standards:
 DI0956         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0956            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0956  -------------------------------------------------------------------
 DI0956  NETWORK    1.25   1.65           0.57   0.43   0.84     -0.13435626
 DI0956  -------------------------------------------------------------------
 DI0956  Click here for local accuracies and other accuracy information.
 DI0956
 DI0956.The horizontal coordinates were established by GPS observations
 DI0956.and adjusted by the National Geodetic Survey in June 2012.
 DI0956
 DI0956.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0956.been affixed to the stable North American tectonic plate. See 
 DI0956.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0956
 DI0956.The horizontal coordinates are valid at the epoch date displayed above
 DI0956.which is a decimal equivalence of Year/Month/Day.
 DI0956
 DI0956.The orthometric height was determined by differential leveling and
 DI0956.adjusted by the NATIONAL GEODETIC SURVEY
 DI0956.in July 2009.
 DI0956
 DI0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0956.GEOID18 height accuracy estimate available here.
 DI0956
 DI0956.Click photographs - Photos may exist for this station.
 DI0956
 DI0956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0956
 DI0956.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0956
 DI0956.The ellipsoidal height was determined by GPS observations
 DI0956.and is referenced to NAD 83.
 DI0956
 DI0956.The dynamic height is computed by dividing the NAVD 88
 DI0956.geopotential number by the normal gravity value computed on the
 DI0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0956.degrees latitude (g = 980.6199 gals.).
 DI0956
 DI0956.The modeled gravity was interpolated from observed gravity values.
 DI0956
 DI0956. The following values were computed from the NAD 83(2011) position.
 DI0956
 DI0956;                    North         East     Units Scale Factor Converg.
 DI0956;SPC DE       -    72,270.769   217,472.558   MT  0.99999876   +0 07 31.3
 DI0956;SPC DE       -   237,108.35    713,491.22   sFT  0.99999876   +0 07 31.3
 DI0956;UTM  18      - 4,278,060.251   481,209.121   MT  0.99960435   -0 08 05.6
 DI0956
 DI0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0956!SPC DE       -   1.00000423  x   0.99999876  =   1.00000299
 DI0956!UTM  18      -   1.00000423  x   0.99960435  =   0.99960858
 DI0956
 DI0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8120978060(NAD 83)
 DI0956
 DI0956                          SUPERSEDED SURVEY CONTROL
 DI0956
 DI0956  NAD 83(2007)-  38 39 03.25319(N)    075 12 57.41416(W) AD(2002.00) B
 DI0956  ELLIP H (04/30/09)  -26.959  (m)                       GP(2002.00) 4 2
 DI0956  NAD 83(1991)-  38 39 03.25297(N)    075 12 57.41396(W) AD(       ) B
 DI0956  ELLIP H (08/09/06)  -26.957  (m)                       GP(       ) 4 2
 DI0956  NAVD 88 (08/09/06)    8.7    (m)  GEOID03  model used  GPS OBS        
 DI0956
 DI0956.Superseded values are not recommended for survey control.
 DI0956
 DI0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0956.See file dsdata.pdf to determine how the superseded data were derived.
 DI0956
 DI0956_MARKER: DD = SURVEY DISK
 DI0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0956_STAMPING: GPS S 11 2004
 DI0956_MARK LOGO: DEDT
 DI0956_PROJECTION: RECESSED 2 CENTIMETERS
 DI0956_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0956+STABILITY: SURFACE MOTION
 DI0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0956+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 DI0956
 DI0956  HISTORY     - Date     Condition        Report By
 DI0956  HISTORY     - 20041011 MONUMENTED       DEDT
 DI0956  HISTORY     - 20090430 GOOD             DEDT
 DI0956  HISTORY     - 20091030 GOOD             DEDT
 DI0956  HISTORY     - 20120210 GOOD             DELCOS
 DI0956
 DI0956                          STATION DESCRIPTION
 DI0956
 DI0956'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2004 (JRC)
 DI0956'THE STATION IS LOCATED NEAR LONG NECK, 6.0 MI (9.66 KM) NORTHEAST OF
 DI0956'MILLSBORO, 6.3 MI (10.14  KM) SOUTHEAST OF HARBESON, AND 8.5 MI (13.68
 DI0956'KM) SOUTHWEST OF REHOBOTH BEACH.  THE  STATION IS LOCATED ON DELAWARE
 DI0956'DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY.
 DI0956'
 DI0956'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 9
 DI0956'(LEWES-GEORGETOWN  HIGHWAY) AND STATE ROUTE 5 (HARBESON ROAD) AT
 DI0956'HARBESON, PROCEED SOUTH 4.6 MI (7.40 KM)  TO INDIAN MISSION ROAD, THEN
 DI0956'CONTINUE SOUTH 1.8 MI (2.90 KM) ON INDIAN MISSION ROAD TO  STATION ON
 DI0956'RIGHT.  TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 24
 DI0956'(JOHN J  WILLIAMS HIGHWAY) AND STATE ROUTE 5 (INDIAN MISSION ROAD) AT
 DI0956'LONG NECK, PROCEED 1.6 MI  (2.57 KM) NORTH ON STATE ROUTE 5 TO STATION
 DI0956'ON LEFT.
 DI0956'
 DI0956'THE STATION IS 33.8 FEET (10.30 M) WEST OF THE CENTERLINE OF STATE
 DI0956'ROUTE 5 (INDIAN MISSION  ROAD), 76.8 FEET (23.41 M) SOUTH-SOUTHWEST OF
 DI0956'UTILITY POLE DEC 26100, 48.8 FEET (14.87 M)  SOUTH OF GUY POLE DEC
 DI0956'26101, AND 2 FEET (61 CM) SOUTH OF AN ORANGE FIBERGLASS WITNESS  POST.
 DI0956'THE STATION IS AN ALUMINUM DISK SET IN THE TOP OF A 1 FOOT (30 CM)
 DI0956'DIAMETER CONCRETE  POST.
 DI0956
 DI0956                          STATION RECOVERY (2009)
 DI0956
 DI0956'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009 (BRC)
 DI0956'RECOVERED AS DESCRIBED.
 DI0956
 DI0956                          STATION RECOVERY (2009)
 DI0956
 DI0956'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009 (BRC)
 DI0956'RECOVERED AS DESCRIBED.
 DI0956
 DI0956                          STATION RECOVERY (2012)
 DI0956
 DI0956'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DI0956'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DI0957 ***********************************************************************
 DI0957  DESIGNATION -  GPS S 12
 DI0957  PID         -  DI0957
 DI0957  STATE/COUNTY-  DE/SUSSEX
 DI0957  COUNTRY     -  US
 DI0957  USGS QUAD   -  REHOBOTH BEACH (2016)
 DI0957
 DI0957                         *CURRENT SURVEY CONTROL
 DI0957  ______________________________________________________________________
 DI0957* NAD 83(2011) POSITION- 38 37 31.33613(N) 075 06 02.79722(W)   ADJUSTED
 DI0957* NAD 83(2011) ELLIP HT-   -34.715 (meters)        (06/27/12)   ADJUSTED
 DI0957* NAD 83(2011) EPOCH   -  2010.00
 DI0957* NAVD 88 ORTHO HEIGHT -     0.999 (meters)        3.28  (feet) ADJUSTED
 DI0957  ______________________________________________________________________
 DI0957  GEOID HEIGHT    -        -35.725 (meters)                     GEOID18
 DI0957  NAD 83(2011) X  -  1,282,864.412 (meters)                     COMP
 DI0957  NAD 83(2011) Y  - -4,821,622.040 (meters)                     COMP
 DI0957  NAD 83(2011) Z  -  3,959,889.868 (meters)                     COMP
 DI0957  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 DI0957  DYNAMIC HEIGHT  -          0.998 (meters)        3.27  (feet) COMP
 DI0957  MODELED GRAVITY -    980,032.0   (mgal)                       NAVD 88
 DI0957
 DI0957  VERT ORDER      -  SECOND    CLASS II
 DI0957
 DI0957  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0957  Standards:
 DI0957         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0957            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0957  -------------------------------------------------------------------
 DI0957  NETWORK    0.77   0.78           0.35   0.27   0.40     -0.07045618
 DI0957  -------------------------------------------------------------------
 DI0957  Click here for local accuracies and other accuracy information.
 DI0957
 DI0957.The horizontal coordinates were established by GPS observations
 DI0957.and adjusted by the National Geodetic Survey in June 2012.
 DI0957
 DI0957.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0957.been affixed to the stable North American tectonic plate. See 
 DI0957.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0957
 DI0957.The horizontal coordinates are valid at the epoch date displayed above
 DI0957.which is a decimal equivalence of Year/Month/Day.
 DI0957
 DI0957.The orthometric height was determined by differential leveling and
 DI0957.adjusted by the NATIONAL GEODETIC SURVEY
 DI0957.in July 2009.
 DI0957
 DI0957.No vertical observational check was made to the station.
 DI0957
 DI0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0957.GEOID18 height accuracy estimate available here.
 DI0957
 DI0957.Click photographs - Photos may exist for this station.
 DI0957
 DI0957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0957
 DI0957.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0957
 DI0957.The ellipsoidal height was determined by GPS observations
 DI0957.and is referenced to NAD 83.
 DI0957
 DI0957.The dynamic height is computed by dividing the NAVD 88
 DI0957.geopotential number by the normal gravity value computed on the
 DI0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0957.degrees latitude (g = 980.6199 gals.).
 DI0957
 DI0957.The modeled gravity was interpolated from observed gravity values.
 DI0957
 DI0957. The following values were computed from the NAD 83(2011) position.
 DI0957
 DI0957;                    North         East     Units Scale Factor Converg.
 DI0957;SPC DE       -    69,464.689   227,507.992   MT  1.00000431   +0 11 49.9
 DI0957;SPC DE       -   227,902.07    746,415.80   sFT  1.00000431   +0 11 49.9
 DI0957;UTM  18      - 4,275,209.770   491,227.712   MT  0.99960095   -0 03 46.5
 DI0957
 DI0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0957!SPC DE       -   1.00000545  x   1.00000431  =   1.00000976
 DI0957!UTM  18      -   1.00000545  x   0.99960095  =   0.99960639
 DI0957
 DI0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9122775209(NAD 83)
 DI0957
 DI0957                          SUPERSEDED SURVEY CONTROL
 DI0957
 DI0957  NAD 83(2007)-  38 37 31.33661(N)    075 06 02.79795(W) AD(2002.00) B
 DI0957  ELLIP H (04/30/09)  -34.695  (m)                       GP(2002.00) 4 2
 DI0957  NAD 83(1991)-  38 37 31.33638(N)    075 06 02.79776(W) AD(       ) B
 DI0957  ELLIP H (08/09/06)  -34.694  (m)                       GP(       ) 4 2
 DI0957  NAVD 88 (08/09/06)    1.0    (m)  GEOID03  model used  GPS OBS        
 DI0957
 DI0957.Superseded values are not recommended for survey control.
 DI0957
 DI0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0957.See file dsdata.pdf to determine how the superseded data were derived.
 DI0957
 DI0957_MARKER: F = FLANGE-ENCASED ROD
 DI0957_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DI0957_STAMPING: GPS S 12 2004
 DI0957_MARK LOGO: NGS
 DI0957_PROJECTION: RECESSED 2 CENTIMETERS
 DI0957_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0957+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2013
 DI0957_ROD/PIPE-DEPTH: 47.6 meters
 DI0957_SLEEVE-DEPTH  : 0.9 meters
 DI0957
 DI0957  HISTORY     - Date     Condition        Report By
 DI0957  HISTORY     - 20041108 MONUMENTED       DEDT
 DI0957  HISTORY     - 20090504 GOOD             DEDT
 DI0957  HISTORY     - 20120210 GOOD             DELCOS
 DI0957  HISTORY     - 20131024 GOOD             DELCOS
 DI0957
 DI0957                          STATION DESCRIPTION
 DI0957
 DI0957'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2004 (JRC)
 DI0957'THE STATION IS LOCATED 13.2 MI (21.24 KM) EAST OF HARBESON, 4.3 MI
 DI0957'(6.92 KM) SOUTH-SOUTHWEST  OF DEWEY BEACH, AND 10.5 MI (16.9 KM)
 DI0957'EAST-NORTHEAST OF MILLSBORO.  THE STATION IS ON  PUBLIC ACCESS
 DI0957'PROPERTY OWNED BY DELAWARE DEPARTMENT OF NATURAL RESOURCES AND
 DI0957'ENVIRONMENTAL CONTROL, DIVISION OF FISH AND WILDLIFE.
 DI0957'
 DI0957'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 24 (JOHN J
 DI0957'WILLIAMS HWY) AND  STATE ROUTE 23 (LONG NECK RD) AT LONG NECK, PROCEED
 DI0957'5.6 MI (9.01 KM) SOUTH ON STATE ROUTE  23 TO STATION ON LEFT AT
 DI0957'MASSEYS LANDING BOAT LAUNCH AREA.  STATION IS LOCATED IN GRASSY  AREA
 DI0957'ON NORTH SIDE OF LAUNCH AREA NEAR WETLANDS MITIGATION AREA.
 DI0957'
 DI0957'THE STATION IS 37.4 FEET (11.4 M) SOUTH OF DEC POLE 111363, 8.25 FEET
 DI0957'(2.51 M) SOUTHEAST OF A  PUNCH MARK ON CORNER OF ALUMINUM BULKHEAD,
 DI0957'AND 26.35 FEET (8.03 M) SOUTH OF THE  INTERSECTION OF THE ALUMINUM
 DI0957'BULKHEAD AND A CONCRETE CURB.  ACCESS TO DATUM POINT IS  THROUGH 5
 DI0957'INCH (13 CM) LOGO CAP.  NOTE---THE SLEEVE DEPTH DOES NOT MEET
 DI0957'SPECIFICATIONS  FOR CLASS A MARK.
 DI0957
 DI0957                          STATION RECOVERY (2009)
 DI0957
 DI0957'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009 (BRC)
 DI0957'RECOVERED AS DESCRIBED.
 DI0957
 DI0957                          STATION RECOVERY (2012)
 DI0957
 DI0957'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DI0957'RECOVERED IN GOOD CONDITION.
 DI0957
 DI0957                          STATION RECOVERY (2013)
 DI0957
 DI0957'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DI0957'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2672 ***********************************************************************
 HU2672  CBN         -  This is a Cooperative Base Network Control Station.
 HU2672  DESIGNATION -  GPS S 2
 HU2672  PID         -  HU2672
 HU2672  STATE/COUNTY-  DE/SUSSEX
 HU2672  COUNTRY     -  US
 HU2672  USGS QUAD   -  LAUREL (2016)
 HU2672
 HU2672                         *CURRENT SURVEY CONTROL
 HU2672  ______________________________________________________________________
 HU2672* NAD 83(2011) POSITION- 38 33 11.29165(N) 075 33 21.51077(W)   ADJUSTED
 HU2672* NAD 83(2011) ELLIP HT-   -26.898 (meters)        (12/20/17)   ADJUSTED
 HU2672* NAD 83(2011) EPOCH   -  2010.00
 HU2672* NAVD 88 ORTHO HEIGHT -     8.774 (meters)       28.79  (feet) ADJUSTED
 HU2672  ______________________________________________________________________
 HU2672  GEOID HEIGHT    -        -35.677 (meters)                     GEOID18
 HU2672  NAD 83(2011) X  -  1,245,767.004 (meters)                     COMP
 HU2672  NAD 83(2011) Y  - -4,836,511.016 (meters)                     COMP
 HU2672  NAD 83(2011) Z  -  3,953,627.143 (meters)                     COMP
 HU2672  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 HU2672  DYNAMIC HEIGHT  -          8.769 (meters)       28.77  (feet) COMP
 HU2672  MODELED GRAVITY -    980,014.5   (mgal)                       NAVD 88
 HU2672
 HU2672  VERT ORDER      -  SECOND    CLASS II
 HU2672
 HU2672  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2672  Standards:
 HU2672         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2672            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2672  -------------------------------------------------------------------
 HU2672  NETWORK    0.96   0.92           0.42   0.36   0.47     -0.16374084
 HU2672  -------------------------------------------------------------------
 HU2672  Click here for local accuracies and other accuracy information.
 HU2672
 HU2672.The horizontal coordinates were established by GPS observations
 HU2672.and adjusted by the MASER CONSULTING in December 2017.
 HU2672
 HU2672.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2672.been affixed to the stable North American tectonic plate. See 
 HU2672.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2672
 HU2672.The horizontal coordinates are valid at the epoch date displayed above
 HU2672.which is a decimal equivalence of Year/Month/Day.
 HU2672
 HU2672.The orthometric height was determined by differential leveling and
 HU2672.adjusted by the NATIONAL GEODETIC SURVEY
 HU2672.in March 1994.
 HU2672
 HU2672.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2672.GEOID18 height accuracy estimate available here.
 HU2672
 HU2672.Click photographs - Photos may exist for this station.
 HU2672
 HU2672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2672
 HU2672.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2672
 HU2672.The ellipsoidal height was determined by GPS observations
 HU2672.and is referenced to NAD 83.
 HU2672
 HU2672.The dynamic height is computed by dividing the NAVD 88
 HU2672.geopotential number by the normal gravity value computed on the
 HU2672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2672.degrees latitude (g = 980.6199 gals.).
 HU2672
 HU2672.The modeled gravity was interpolated from observed gravity values.
 HU2672
 HU2672. The following values were computed from the NAD 83(2011) position.
 HU2672
 HU2672;                    North         East     Units Scale Factor Converg.
 HU2672;SPC DE       -    61,408.004   187,856.721   MT  0.99999682   -0 05 12.6
 HU2672;SPC DE       -   201,469.43    616,326.59   sFT  0.99999682   -0 05 12.6
 HU2672;UTM  18      - 4,267,336.061   451,555.609   MT  0.99962890   -0 20 47.4
 HU2672
 HU2672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2672!SPC DE       -   1.00000422  x   0.99999682  =   1.00000104
 HU2672!UTM  18      -   1.00000422  x   0.99962890  =   0.99963312
 HU2672
 HU2672:                Primary Azimuth Mark                     Grid Az
 HU2672:SPC DE       -  GPS S 2 A                                185 08 00.9
 HU2672:UTM  18      -  GPS S 2 A                                185 23 35.7
 HU2672
 HU2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5155567336(NAD 83)
 HU2672
 HU2672|---------------------------------------------------------------------|
 HU2672| PID    Reference Object                     Distance      Geod. Az  |
 HU2672|                                                           dddmmss.s |
 HU2672| HU2673 GPS S 2 A                           428.913 METERS 1850248.3 |
 HU2672|---------------------------------------------------------------------|
 HU2672
 HU2672                          SUPERSEDED SURVEY CONTROL
 HU2672
 HU2672  NAD 83(2011)-  38 33 11.29148(N)    075 33 21.51077(W) AD(2010.00) 0
 HU2672  ELLIP H (06/27/12)  -26.843  (m)                       GP(2010.00)    
 HU2672  NAD 83(2007)-  38 33 11.29191(N)    075 33 21.51134(W) AD(2002.00) 0
 HU2672  ELLIP H (02/10/07)  -26.817  (m)                       GP(2002.00)    
 HU2672  ELLIP H (08/09/02)  -26.849  (m)                       GP(       ) 4 2
 HU2672  NAD 83(1991)-  38 33 11.29185(N)    075 33 21.51042(W) AD(       ) B
 HU2672  ELLIP H (10/23/91)  -26.871  (m)                       GP(       ) 4 1
 HU2672  NGVD 29               9.02   (m)           29.6    (f) LEVELING    3  
 HU2672
 HU2672.Superseded values are not recommended for survey control.
 HU2672
 HU2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2672.See file dsdata.pdf to determine how the superseded data were derived.
 HU2672
 HU2672_MARKER: DH = HORIZONTAL CONTROL DISK
 HU2672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2672_STAMPING: GPS S-2 1990
 HU2672_MARK LOGO: NGS
 HU2672_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2672+STABILITY: SURFACE MOTION
 HU2672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2672+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2013
 HU2672
 HU2672  HISTORY     - Date     Condition        Report By
 HU2672  HISTORY     - 1990     MONUMENTED       DEDHT
 HU2672  HISTORY     - 19910109 GOOD             NGS
 HU2672  HISTORY     - 20060514 GOOD             USPSQD
 HU2672  HISTORY     - 20110126 GOOD             INDIV
 HU2672  HISTORY     - 20130614 GOOD             DELCOS
 HU2672
 HU2672                          STATION DESCRIPTION
 HU2672
 HU2672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HU2672'STATION IS LOCATED ABOUT 1 KM (0.6 MI) EAST OF LAUREL, 0.2 KM
 HU2672'(0.1 MI) SOUTH OF THE JUNCTION OF US HIGHWAY 13 AND STATE HIGHWAY 24,
 HU2672'ON THE EAST RIGHT-OF-WAY OF HIGHWAY 13, ALONG A WIRE FENCE AT A SMALL
 HU2672'PASTURE. OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 HU2672'TO REACH FROM THE JUNCTION OF HIGHWAYS 13 AND 24, GO SOUTH ON HIGHWAY
 HU2672'13 FOR 0.26 KM (0.16 MI) TO A MEDIAN CROSSOVER ON THE LEFT.  TURN
 HU2672'LEFT AND RETURN ON NORTHBOUND LANES FOR 45 M (147.6 FT) TO THE
 HU2672'STATION ON THE RIGHT.
 HU2672'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST 3 CM
 HU2672'BELOW GROUND.  IT IS 17.8 M (58.4 FT) EAST OF, AND 0.5 M (1.6 FT)
 HU2672'LOWER THAN THE CENTER OF THE NORTHBOUND LANES, 44.5 M (146.0 FT) NORTH
 HU2672'OF THE EXTENDED CENTER OF THE CROSSOVER, 2.0 M (6.6 FT) SOUTHWEST OF
 HU2672'THE SOUTH ONE OF TWO BRACED WOODEN FENCE POSTS, AND 1.3 M (4.3 FT)
 HU2672'WEST OF A FIBERGLASS WITNESS POST IN THE WIRE FENCE LINE.
 HU2672'DESCRIBED BY G.R.HEID.
 HU2672
 HU2672                          STATION RECOVERY (2006)
 HU2672
 HU2672'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 HU2672'RECOVERED IN GOOD CONDITION.
 HU2672
 HU2672                          STATION RECOVERY (2011)
 HU2672
 HU2672'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (WRA)
 HU2672'RECOVERED AS DESCRIBED, DESCRIPTION IS ADEQUATE
 HU2672'USED FOR GPS (JFS)
 HU2672
 HU2672                          STATION RECOVERY (2013)
 HU2672
 HU2672'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU2672'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2673 ***********************************************************************
 HU2673  CBN         -  This is a Cooperative Base Network Control Station.
 HU2673  DESIGNATION -  GPS S 2 A
 HU2673  PID         -  HU2673
 HU2673  STATE/COUNTY-  DE/SUSSEX
 HU2673  COUNTRY     -  US
 HU2673  USGS QUAD   -  LAUREL (2016)
 HU2673
 HU2673                         *CURRENT SURVEY CONTROL
 HU2673  ______________________________________________________________________
 HU2673* NAD 83(2011) POSITION- 38 32 57.43576(N) 075 33 23.06894(W)   NO CHECK
 HU2673* NAD 83(2011) ELLIP HT-   -27.212 (meters)        (06/27/12)   NO CHECK
 HU2673* NAD 83(2011) EPOCH   -  2010.00
 HU2673* NAVD 88 ORTHO HEIGHT -     8.421 (meters)       27.63  (feet) ADJUSTED
 HU2673  ______________________________________________________________________
 HU2673  GEOID HEIGHT    -        -35.679 (meters)                     GEOID18
 HU2673  NAD 83(2011) X  -  1,245,796.821 (meters)                     COMP
 HU2673  NAD 83(2011) Y  - -4,836,778.040 (meters)                     COMP
 HU2673  NAD 83(2011) Z  -  3,953,292.818 (meters)                     COMP
 HU2673  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 HU2673  DYNAMIC HEIGHT  -          8.416 (meters)       27.61  (feet) COMP
 HU2673  MODELED GRAVITY -    980,014.3   (mgal)                       NAVD 88
 HU2673
 HU2673  VERT ORDER      -  SECOND    CLASS II
 HU2673
 HU2673  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2673  Standards:
 HU2673         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2673            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2673  -------------------------------------------------------------------
 HU2673  NETWORK    4.59  14.76           1.81   1.92   7.53      0.20497344
 HU2673  -------------------------------------------------------------------
 HU2673  Click here for local accuracies and other accuracy information.
 HU2673
 HU2673.The horizontal coordinates were established by GPS observations
 HU2673.and adjusted by the National Geodetic Survey in June 2012.
 HU2673
 HU2673.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2673.been affixed to the stable North American tectonic plate. See 
 HU2673.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2673
 HU2673.The horizontal coordinates are valid at the epoch date displayed above
 HU2673.which is a decimal equivalence of Year/Month/Day.
 HU2673
 HU2673.No horizontal observational check was made to the station.
 HU2673
 HU2673.The orthometric height was determined by differential leveling and
 HU2673.adjusted by the NATIONAL GEODETIC SURVEY
 HU2673.in March 1994.
 HU2673
 HU2673.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2673.GEOID18 height accuracy estimate available here.
 HU2673
 HU2673.Click photographs - Photos may exist for this station.
 HU2673
 HU2673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2673
 HU2673.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2673
 HU2673.The ellipsoidal height was determined by GPS observations
 HU2673.and is referenced to NAD 83.
 HU2673
 HU2673.The dynamic height is computed by dividing the NAVD 88
 HU2673.geopotential number by the normal gravity value computed on the
 HU2673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2673.degrees latitude (g = 980.6199 gals.).
 HU2673
 HU2673.The modeled gravity was interpolated from observed gravity values.
 HU2673
 HU2673. The following values were computed from the NAD 83(2011) position.
 HU2673
 HU2673;                    North         East     Units Scale Factor Converg.
 HU2673;SPC DE       -    60,980.813   187,818.343   MT  0.99999683   -0 05 13.5
 HU2673;SPC DE       -   200,067.88    616,200.68   sFT  0.99999683   -0 05 13.5
 HU2673;UTM  18      - 4,266,909.205   451,515.311   MT  0.99962895   -0 20 48.3
 HU2673
 HU2673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2673!SPC DE       -   1.00000427  x   0.99999683  =   1.00000110
 HU2673!UTM  18      -   1.00000427  x   0.99962895  =   0.99963322
 HU2673
 HU2673:                Primary Azimuth Mark                     Grid Az
 HU2673:SPC DE       -  GPS S 2                                  005 08 00.8
 HU2673:UTM  18      -  GPS S 2                                  005 23 35.6
 HU2673
 HU2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5151566909(NAD 83)
 HU2673
 HU2673|---------------------------------------------------------------------|
 HU2673| PID    Reference Object                     Distance      Geod. Az  |
 HU2673|                                                           dddmmss.s |
 HU2673| HU2672 GPS S 2                             428.913 METERS 0050247.3 |
 HU2673|---------------------------------------------------------------------|
 HU2673
 HU2673                          SUPERSEDED SURVEY CONTROL
 HU2673
 HU2673  NAD 83(2007)-  38 32 57.43619(N)    075 33 23.06950(W) AD(2002.00) 0
 HU2673  ELLIP H (02/10/07)  -27.185  (m)                       GP(2002.00)    
 HU2673  ELLIP H (08/09/02)  -27.218  (m)                       GP(       ) 4 2
 HU2673  NAD 83(1991)-  38 32 57.43614(N)    075 33 23.06858(W) AD(       ) B
 HU2673  ELLIP H (10/23/91)  -27.239  (m)                       GP(       ) 4 1
 HU2673  NGVD 29               8.67   (m)           28.4    (f) LEVELING    3  
 HU2673
 HU2673.Superseded values are not recommended for survey control.
 HU2673
 HU2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2673.See file dsdata.pdf to determine how the superseded data were derived.
 HU2673
 HU2673_MARKER: DH = HORIZONTAL CONTROL DISK
 HU2673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2673_STAMPING: GPS S-2A 1990
 HU2673_MARK LOGO: NGS
 HU2673_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2673+STABILITY: SURFACE MOTION
 HU2673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2673+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2013
 HU2673
 HU2673  HISTORY     - Date     Condition        Report By
 HU2673  HISTORY     - 1990     MONUMENTED       DEDHT
 HU2673  HISTORY     - 19910109 GOOD             NGS
 HU2673  HISTORY     - 20060514 GOOD             USPSQD
 HU2673  HISTORY     - 20130614 GOOD             DELCOS
 HU2673
 HU2673                          STATION DESCRIPTION
 HU2673
 HU2673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HU2673'STATION IS LOCATED ABOUT 1.1 KM (0.7 MI) EAST-SOUTHEAST OF LAUREL, 0.6
 HU2673'KM (0.4 MI) SOUTH OF THE JUNCTION OF US HIGHWAY 13 AND STATE HIGHWAY
 HU2673'24, IN THE MEDIAN OF HIGHWAY 13.  OWNERSHIP--STATE DEPARTMENT OF
 HU2673'TRANSPORTATION.
 HU2673'TO REACH FROM THE JUNCTION OF HIGHWAYS 13 AND 24, GO SOUTH ON HIGHWAY
 HU2673'13 FOR 0.55 KM (0.34 MI) TO A CROSSROAD AT STOPLIGHT.  CONTINUE AHEAD
 HU2673'FOR 0.07 KM (0.04 MI) TO A PAVED DRIVE ON THE RIGHT LEADING TO A
 HU2673'MILITARY SURPLUS CINDERBLOCK BUILDING AND THE STATION ON THE LEFT.
 HU2673'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST 1 CM
 HU2673'BELOW GROUND.  IT IS 70.8 M (232.3 FT) SOUTH OF THE SOUTH EDGE OF THE
 HU2673'CROSSROAD AT STOPLIGHT, 13.3 M (43.6 FT) EAST OF THE CENTER OF THE
 HU2673'NORTHBOUND LANES, 9.2 M (30.2 FT) WEST OF THE CENTER OF THE
 HU2673'SOUTHBOUND LANES, 0.7 M (2.3 FT) WEST OF A FIBERGLASS WITNESS POST,
 HU2673'AND ON THE EXTENDED SOUTH EDGE OF THE PAVED DRIVE LEADING WEST TO THE
 HU2673'SURPLUS BUILDING.
 HU2673'DESCRIBED BY G.R.HEID.
 HU2673
 HU2673                          STATION RECOVERY (2006)
 HU2673
 HU2673'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 HU2673'RECOVERED IN GOOD CONDITION.
 HU2673
 HU2673                          STATION RECOVERY (2013)
 HU2673
 HU2673'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU2673'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2675 ***********************************************************************
 HU2675  CBN         -  This is a Cooperative Base Network Control Station.
 HU2675  DESIGNATION -  GPS S 3 A
 HU2675  PID         -  HU2675
 HU2675  STATE/COUNTY-  DE/SUSSEX
 HU2675  COUNTRY     -  US
 HU2675  USGS QUAD   -  HARBESON (2016)
 HU2675
 HU2675                         *CURRENT SURVEY CONTROL
 HU2675  ______________________________________________________________________
 HU2675* NAD 83(2011) POSITION- 38 39 32.61206(N) 075 22 25.85191(W)   ADJUSTED
 HU2675* NAD 83(2011) ELLIP HT-   -21.399 (meters)        (06/27/12)   ADJUSTED
 HU2675* NAD 83(2011) EPOCH   -  2010.00
 HU2675* NAVD 88 ORTHO HEIGHT -    14.237 (meters)       46.71  (feet) ADJUSTED
 HU2675  ______________________________________________________________________
 HU2675  GEOID HEIGHT    -        -35.660 (meters)                     GEOID18
 HU2675  NAD 83(2011) X  -  1,259,283.114 (meters)                     COMP
 HU2675  NAD 83(2011) Y  - -4,825,431.883 (meters)                     COMP
 HU2675  NAD 83(2011) Z  -  3,962,819.051 (meters)                     COMP
 HU2675  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 HU2675  DYNAMIC HEIGHT  -         14.228 (meters)       46.68  (feet) COMP
 HU2675  MODELED GRAVITY -    980,023.7   (mgal)                       NAVD 88
 HU2675
 HU2675  VERT ORDER      -  SECOND    CLASS II
 HU2675
 HU2675  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2675  Standards:
 HU2675         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2675            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2675  -------------------------------------------------------------------
 HU2675  NETWORK    1.22   2.72           0.54   0.45   1.39     -0.01568086
 HU2675  -------------------------------------------------------------------
 HU2675  Click here for local accuracies and other accuracy information.
 HU2675
 HU2675.The horizontal coordinates were established by GPS observations
 HU2675.and adjusted by the National Geodetic Survey in June 2012.
 HU2675
 HU2675.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2675.been affixed to the stable North American tectonic plate. See 
 HU2675.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2675
 HU2675.The horizontal coordinates are valid at the epoch date displayed above
 HU2675.which is a decimal equivalence of Year/Month/Day.
 HU2675
 HU2675.The orthometric height was determined by differential leveling and
 HU2675.adjusted by the NATIONAL GEODETIC SURVEY
 HU2675.in March 1994.
 HU2675
 HU2675.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2675.GEOID18 height accuracy estimate available here.
 HU2675
 HU2675.Click photographs - Photos may exist for this station.
 HU2675
 HU2675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2675
 HU2675.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2675
 HU2675.The ellipsoidal height was determined by GPS observations
 HU2675.and is referenced to NAD 83.
 HU2675
 HU2675.The dynamic height is computed by dividing the NAVD 88
 HU2675.geopotential number by the normal gravity value computed on the
 HU2675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2675.degrees latitude (g = 980.6199 gals.).
 HU2675
 HU2675.The modeled gravity was interpolated from observed gravity values.
 HU2675
 HU2675. The following values were computed from the NAD 83(2011) position.
 HU2675
 HU2675;                    North         East     Units Scale Factor Converg.
 HU2675;SPC DE       -    73,157.838   203,726.965   MT  0.99999517   +0 01 36.3
 HU2675;SPC DE       -   240,018.67    668,394.22   sFT  0.99999517   +0 01 36.3
 HU2675;UTM  18      - 4,279,009.381   467,473.035   MT  0.99961303   -0 14 00.7
 HU2675
 HU2675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2675!SPC DE       -   1.00000336  x   0.99999517  =   0.99999853
 HU2675!UTM  18      -   1.00000336  x   0.99961303  =   0.99961639
 HU2675
 HU2675:                Primary Azimuth Mark                     Grid Az
 HU2675:SPC DE       -  GPS S 3                                  325 35 22.5
 HU2675:UTM  18      -  GPS S 3                                  325 50 59.5
 HU2675
 HU2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6747379009(NAD 83)
 HU2675
 HU2675|---------------------------------------------------------------------|
 HU2675| PID    Reference Object                     Distance      Geod. Az  |
 HU2675|                                                           dddmmss.s |
 HU2675| HU2674 GPS S 3                             431.953 METERS 3253658.8 |
 HU2675|---------------------------------------------------------------------|
 HU2675
 HU2675                          SUPERSEDED SURVEY CONTROL
 HU2675
 HU2675  NAD 83(2007)-  38 39 32.61360(N)    075 22 25.85194(W) AD(2002.00) 0
 HU2675  ELLIP H (02/10/07)  -21.403  (m)                       GP(2002.00)    
 HU2675  ELLIP H (08/09/02)  -21.439  (m)                       GP(       ) 4 2
 HU2675  NAD 83(1991)-  38 39 32.61294(N)    075 22 25.85066(W) AD(       ) B
 HU2675  ELLIP H (10/23/91)  -21.456  (m)                       GP(       ) 4 1
 HU2675  NGVD 29              14.48   (m)           47.5    (f) LEVELING    3  
 HU2675
 HU2675.Superseded values are not recommended for survey control.
 HU2675
 HU2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2675.See file dsdata.pdf to determine how the superseded data were derived.
 HU2675
 HU2675_MARKER: DH = HORIZONTAL CONTROL DISK
 HU2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2675_STAMPING: GPS S-3A 1990
 HU2675_MARK LOGO: NGS
 HU2675_PROJECTION: FLUSH
 HU2675_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2675+STABILITY: SURFACE MOTION
 HU2675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2675+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2014
 HU2675
 HU2675  HISTORY     - Date     Condition        Report By
 HU2675  HISTORY     - 1990     MONUMENTED       DEDHT
 HU2675  HISTORY     - 19910109 GOOD             NGS
 HU2675  HISTORY     - 20050928 GOOD             DEDT
 HU2675  HISTORY     - 20080226 GOOD             INDIV
 HU2675  HISTORY     - 20080923 GOOD             DEDT
 HU2675  HISTORY     - 20120911 GOOD             INDIV
 HU2675  HISTORY     - 20140422 GOOD             INDIV
 HU2675
 HU2675                          STATION DESCRIPTION
 HU2675
 HU2675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HU2675'STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) SOUTH OF GEORGETOWN, IN THE
 HU2675'MEDIAN OF US HIGHWAY 113, ACROSS HIGHWAY FROM THE PARKING LOT TO THE
 HU2675'SUSSEX CORRECTIONAL INSTITUTION.  OWNERSHIP--STATE DEPARTMENT OF
 HU2675'TRANSPORTATION.
 HU2675'TO REACH FROM THE JUNCTION OF US HIGHWAYS 9 AND 13 (ABOUT 1 KM
 HU2675'(0.6 MI) SOUTHWEST OF GEORGETOWN), GO SOUTH ON HIGHWAY 13 FOR 3.05 KM
 HU2675'(1.90 MI) TO A CROSSROAD AT TURNOFF TO THE CORRECTIONAL INSTITUTION.
 HU2675'CONTINUE AHEAD FOR 0.10 KM (0.06 MI) TO THE STATION ON THE LEFT.
 HU2675'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST FLUSH
 HU2675'WITH THE GROUND.  IT IS 105 M (344.5 FT) SOUTH OF THE CROSSOVER, 9.0
 HU2675'M (29.5 FT) WEST OF THE CENTER OF THE NORTHBOUND LANES, 8.7 M
 HU2675'(28.5 FT) EAST OF THE CENTER OF THE SOUTHBOUND LANES, AND 0.8 M
 HU2675'(2.6 FT) NORTH OF A FIBERGLASS WITNESS POST.
 HU2675'DESCRIBED BY G.R.HEID.
 HU2675
 HU2675                          STATION RECOVERY (2005)
 HU2675
 HU2675'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2005 (DRM)
 HU2675'RECOVERED IN GOOD CONDITION.
 HU2675
 HU2675                          STATION RECOVERY (2008)
 HU2675
 HU2675'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (WRA)
 HU2675'DESCRIPTION IS ADEQUATE
 HU2675
 HU2675                          STATION RECOVERY (2008)
 HU2675
 HU2675'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 HU2675'RECOVERED AS DESCRIBED.
 HU2675
 HU2675                          STATION RECOVERY (2012)
 HU2675
 HU2675'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (WRA)
 HU2675'RECOVERED AS DESCRIBED
 HU2675'DESCRIPTION IS ADEQUATE
 HU2675
 HU2675                          STATION RECOVERY (2014)
 HU2675
 HU2675'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (WRA)
 HU2675'RECOVERED AS DESCRIBED, DESCRIPTION IS ADEQUATE, USED FOR GPS
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DK9880 ***********************************************************************
 DK9880  DESIGNATION -  GPS S 3 RESET
 DK9880  PID         -  DK9880
 DK9880  STATE/COUNTY-  DE/SUSSEX
 DK9880  COUNTRY     -  US
 DK9880  USGS QUAD   -  GEORGETOWN (2016)
 DK9880
 DK9880                         *CURRENT SURVEY CONTROL
 DK9880  ______________________________________________________________________
 DK9880* NAD 83(2011) POSITION- 38 39 44.36570(N) 075 22 36.13450(W)   ADJUSTED
 DK9880* NAD 83(2011) ELLIP HT-   -21.592 (meters)        (12/20/17)   ADJUSTED
 DK9880* NAD 83(2011) EPOCH   -  2010.00
 DK9880* NAVD 88 ORTHO HEIGHT -    14.073 (meters)       46.17  (feet) ADJUSTED
 DK9880  ______________________________________________________________________
 DK9880  GEOID HEIGHT    -        -35.656 (meters)                     GEOID18
 DK9880  NAD 83(2011) X  -  1,258,985.358 (meters)                     COMP
 DK9880  NAD 83(2011) Y  - -4,825,275.429 (meters)                     COMP
 DK9880  NAD 83(2011) Z  -  3,963,101.938 (meters)                     COMP
 DK9880  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 DK9880  DYNAMIC HEIGHT  -         14.064 (meters)       46.14  (feet) COMP
 DK9880  MODELED GRAVITY -    980,023.8   (mgal)                       NAVD 88
 DK9880
 DK9880  VERT ORDER      -  SECOND    CLASS I
 DK9880
 DK9880  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK9880  Standards:
 DK9880         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK9880            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK9880  -------------------------------------------------------------------
 DK9880  NETWORK    0.40   0.31           0.17   0.16   0.16     -0.04377451
 DK9880  -------------------------------------------------------------------
 DK9880  Click here for local accuracies and other accuracy information.
 DK9880
 DK9880.The horizontal coordinates were established by GPS observations
 DK9880.and adjusted by the MASER CONSULTING in December 2017.
 DK9880
 DK9880.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK9880.been affixed to the stable North American tectonic plate. See 
 DK9880.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK9880
 DK9880.The horizontal coordinates are valid at the epoch date displayed above
 DK9880.which is a decimal equivalence of Year/Month/Day.
 DK9880
 DK9880.The orthometric height was determined by differential leveling and
 DK9880.adjusted by the NATIONAL GEODETIC SURVEY
 DK9880.in July 2011.
 DK9880
 DK9880.No vertical observational check was made to the station.
 DK9880
 DK9880.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK9880.GEOID18 height accuracy estimate available here.
 DK9880
 DK9880.Click photographs - Photos may exist for this station.
 DK9880
 DK9880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK9880
 DK9880.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK9880
 DK9880.The ellipsoidal height was determined by GPS observations
 DK9880.and is referenced to NAD 83.
 DK9880
 DK9880.The dynamic height is computed by dividing the NAVD 88
 DK9880.geopotential number by the normal gravity value computed on the
 DK9880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK9880.degrees latitude (g = 980.6199 gals.).
 DK9880
 DK9880.The modeled gravity was interpolated from observed gravity values.
 DK9880
 DK9880. The following values were computed from the NAD 83(2011) position.
 DK9880
 DK9880;                    North         East     Units Scale Factor Converg.
 DK9880;SPC DE       -    73,520.158   203,478.197   MT  0.99999515   +0 01 29.9
 DK9880;SPC DE       -   241,207.39    667,578.05   sFT  0.99999515   +0 01 29.9
 DK9880;UTM  18      - 4,279,372.688   467,226.009   MT  0.99961323   -0 14 07.2
 DK9880
 DK9880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK9880!SPC DE       -   1.00000339  x   0.99999515  =   0.99999854
 DK9880!UTM  18      -   1.00000339  x   0.99961323  =   0.99961662
 DK9880
 DK9880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6722679372(NAD 83)
 DK9880
 DK9880                          SUPERSEDED SURVEY CONTROL
 DK9880
 DK9880  NAVD 88 (03/31/09)   14.085  (m)           46.21   (f) SUPERSEDED  2 2
 DK9880
 DK9880.Superseded values are not recommended for survey control.
 DK9880
 DK9880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK9880.See file dsdata.pdf to determine how the superseded data were derived.
 DK9880
 DK9880_MARKER: DD = SURVEY DISK
 DK9880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK9880_STAMPING: GPS S 3 RESET 2005
 DK9880_MARK LOGO: DEDT
 DK9880_PROJECTION: RECESSED 3 CENTIMETERS
 DK9880_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK9880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK9880+STABILITY: SURFACE MOTION
 DK9880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9880+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2013
 DK9880
 DK9880  HISTORY     - Date     Condition        Report By
 DK9880  HISTORY     - 20050925 MONUMENTED       DEDT
 DK9880  HISTORY     - 20080923 GOOD             DEDT
 DK9880  HISTORY     - 20110501 GOOD             DEDT
 DK9880  HISTORY     - 20120210 GOOD             DELCOS
 DK9880  HISTORY     - 20131014 GOOD             DELCOS
 DK9880
 DK9880                          STATION DESCRIPTION
 DK9880
 DK9880'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008
 DK9880'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTHWEST OF MILLSBORO, 6.6
 DK9880'MI (10.6 KM) SOUTHWEST OF HARBESON AND 2.0 MI (3.2 KM) SOUTH-SOUTHEAST
 DK9880'OF GEORGETOWN.
 DK9880'
 DK9880'TO REACH FROM THE INTERSECTION OF US HIGHWAY 9 AND US HIGHWAY 113,
 DK9880'PROCEED SOUTH ON US HWY 113 FOR 1.5MI (2.41KM) TO A CROSSROAD AT A
 DK9880'TRAFFIC LIGHT, CONTINUE SOUTH 0.15MI (0.24KM) TO THE MARK ON THE LEFT.
 DK9880'CONTINUE SOUTH TO A MEDIAN CROSSOVER AND RETURN ON NORTHBOUND LANES TO
 DK9880'THE MARK ON THE RIGHT.   THE MARK IS 36.08FT (11.0M) EAST OF THE
 DK9880'CENTERLINE OF THE NORTH BOUND LANES, 25FT (7.62M) WEST OF A FIRE
 DK9880'HYDRANT,1FT (0.3M) SOUTH OF A FIBERGLASS WITNESS POST AND 27.5FT
 DK9880'(8.38M) NORTH OF THE CENTERLINE OF A PAVED ENTRANCE LEADING TO THE
 DK9880'REAR OF THE DIVISION OF MOTOR VEHICLE BUILDINGS.
 DK9880
 DK9880                          STATION RECOVERY (2011)
 DK9880
 DK9880'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2011 (BRC)
 DK9880'RECOVERED AS DESCRIBED.
 DK9880
 DK9880                          STATION RECOVERY (2012)
 DK9880
 DK9880'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DK9880'RECOVERED IN GOOD CONDITION.
 DK9880
 DK9880                          STATION RECOVERY (2013)
 DK9880
 DK9880'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DK9880'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2676 ***********************************************************************
 HU2676  CBN         -  This is a Cooperative Base Network Control Station.
 HU2676  DESIGNATION -  GPS S 4
 HU2676  PID         -  HU2676
 HU2676  STATE/COUNTY-  DE/SUSSEX
 HU2676  COUNTRY     -  US
 HU2676  USGS QUAD   -  SEAFORD EAST (2016)
 HU2676
 HU2676                         *CURRENT SURVEY CONTROL
 HU2676  ______________________________________________________________________
 HU2676* NAD 83(2011) POSITION- 38 44 50.58535(N) 075 35 35.10078(W)   ADJUSTED
 HU2676* NAD 83(2011) ELLIP HT-   -24.071 (meters)        (06/27/12)   ADJUSTED
 HU2676* NAD 83(2011) EPOCH   -  2010.00
 HU2676* NAVD 88 ORTHO HEIGHT -    11.384 (meters)       37.35  (feet) ADJUSTED
 HU2676  ______________________________________________________________________
 HU2676  GEOID HEIGHT    -        -35.465 (meters)                     GEOID18
 HU2676  NAD 83(2011) X  -  1,239,284.034 (meters)                     COMP
 HU2676  NAD 83(2011) Y  - -4,824,274.889 (meters)                     COMP
 HU2676  NAD 83(2011) Z  -  3,970,469.162 (meters)                     COMP
 HU2676  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 HU2676  DYNAMIC HEIGHT  -         11.377 (meters)       37.33  (feet) COMP
 HU2676  MODELED GRAVITY -    980,025.9   (mgal)                       NAVD 88
 HU2676
 HU2676  VERT ORDER      -  SECOND    CLASS II
 HU2676
 HU2676  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2676  Standards:
 HU2676         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2676            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2676  -------------------------------------------------------------------
 HU2676  NETWORK    0.51   0.65           0.22   0.20   0.33      0.01657902
 HU2676  -------------------------------------------------------------------
 HU2676  Click here for local accuracies and other accuracy information.
 HU2676
 HU2676.The horizontal coordinates were established by GPS observations
 HU2676.and adjusted by the National Geodetic Survey in June 2012.
 HU2676
 HU2676.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2676.been affixed to the stable North American tectonic plate. See 
 HU2676.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2676
 HU2676.The horizontal coordinates are valid at the epoch date displayed above
 HU2676.which is a decimal equivalence of Year/Month/Day.
 HU2676
 HU2676.The orthometric height was determined by differential leveling and
 HU2676.adjusted by the NATIONAL GEODETIC SURVEY
 HU2676.in March 1994.
 HU2676
 HU2676.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2676.GEOID18 height accuracy estimate available here.
 HU2676
 HU2676.Click photographs - Photos may exist for this station.
 HU2676
 HU2676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2676
 HU2676.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2676
 HU2676.The ellipsoidal height was determined by GPS observations
 HU2676.and is referenced to NAD 83.
 HU2676
 HU2676.The dynamic height is computed by dividing the NAVD 88
 HU2676.geopotential number by the normal gravity value computed on the
 HU2676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2676.degrees latitude (g = 980.6199 gals.).
 HU2676
 HU2676.The modeled gravity was interpolated from observed gravity values.
 HU2676
 HU2676. The following values were computed from the NAD 83(2011) position.
 HU2676
 HU2676;                    North         East     Units Scale Factor Converg.
 HU2676;SPC DE       -    82,976.741   184,663.519   MT  0.99999790   -0 06 37.5
 HU2676;SPC DE       -   272,232.86    605,850.23   sFT  0.99999790   -0 06 37.5
 HU2676;UTM  18      - 4,288,911.168   448,461.542   MT  0.99963271   -0 22 16.4
 HU2676
 HU2676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2676!SPC DE       -   1.00000378  x   0.99999790  =   1.00000168
 HU2676!UTM  18      -   1.00000378  x   0.99963271  =   0.99963649
 HU2676
 HU2676:                Primary Azimuth Mark                     Grid Az
 HU2676:SPC DE       -  GPS S 4 A                                175 09 20.5
 HU2676:UTM  18      -  GPS S 4 A                                175 24 59.4
 HU2676
 HU2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4846188911(NAD 83)
 HU2676
 HU2676|---------------------------------------------------------------------|
 HU2676| PID    Reference Object                     Distance      Geod. Az  |
 HU2676|                                                           dddmmss.s |
 HU2676| HU2677 GPS S 4 A                           APPROX. 0.5 KM 1750243.0 |
 HU2676|---------------------------------------------------------------------|
 HU2676
 HU2676                          SUPERSEDED SURVEY CONTROL
 HU2676
 HU2676  NAD 83(2007)-  38 44 50.58602(N)    075 35 35.10098(W) AD(2002.00) 0
 HU2676  ELLIP H (02/10/07)  -24.035  (m)                       GP(2002.00)    
 HU2676  NAD 83(1991)-  38 44 50.58561(N)    075 35 35.10155(W) AD(       ) B
 HU2676  ELLIP H (08/09/06)  -24.052  (m)                       GP(       ) 4 2
 HU2676  ELLIP H (08/09/02)  -24.084  (m)                       GP(       ) 4 2
 HU2676  NAD 83(1991)-  38 44 50.58601(N)    075 35 35.10001(W) AD(       ) B
 HU2676  ELLIP H (10/23/91)  -24.116  (m)                       GP(       ) 4 1
 HU2676  NAVD 88              11.38   (m)           37.3    (f) LEVELING    3  
 HU2676  NGVD 29              11.63   (m)           38.2    (f) LEVELING    3  
 HU2676
 HU2676.Superseded values are not recommended for survey control.
 HU2676
 HU2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2676.See file dsdata.pdf to determine how the superseded data were derived.
 HU2676
 HU2676_MARKER: DH = HORIZONTAL CONTROL DISK
 HU2676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2676_STAMPING: GPS S-4 1990
 HU2676_MARK LOGO: NGS
 HU2676_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2676+STABILITY: SURFACE MOTION
 HU2676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2676+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2013
 HU2676
 HU2676  HISTORY     - Date     Condition        Report By
 HU2676  HISTORY     - 1990     MONUMENTED       DEDHT
 HU2676  HISTORY     - 19910109 GOOD             NGS
 HU2676  HISTORY     - 20050222 GOOD             DEDT
 HU2676  HISTORY     - 20060124 GOOD             DEDT
 HU2676  HISTORY     - 20090306 GOOD             JMTMD
 HU2676  HISTORY     - 20130614 GOOD             DELCOS
 HU2676
 HU2676                          STATION DESCRIPTION
 HU2676
 HU2676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HU2676'STATION IS LOCATED ABOUT 1 KM (0.6 MI) NORTHEAST OF BRIDGEVILLE, IN
 HU2676'THE MEDIAN OF US HIGHWAY 13, 1.1 KM (0.7 MI) SOUTH OF THE NORTH
 HU2676'JUNCTION OF US HIGHWAYS 13 AND 13 BYPASS.  OWNERSHIP--STATE
 HU2676'DEPARTMENT OF TRANSPORTATION.
 HU2676'TO REACH FROM THE JUNCTION OF US HIGHWAY 13 AND STATE HIGHWAY 404
 HU2676'(ABOUT 2 KM (1.2 MI) SOUTHEAST OF BRIDGEVILLE), GO NORTH ON HIGHWAY
 HU2676'13 FOR 2.72 KM (1.69 MI) TO A CROSSOVER ON THE LEFT AT THE ENTRANCE
 HU2676'TO A LARGE METAL BUILDING ON THE RIGHT (MARMON MID-ATLANTIC TRUCKS).
 HU2676'CONTINUE AHEAD FOR 0.46 KM (0.29 MI) TO THE STATION ON THE LEFT.
 HU2676'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST 1 CM
 HU2676'BELOW GROUND.  IT IS 13.5 M (44.3 FT) WEST OF THE CENTER OF THE
 HU2676'NORTHBOUND LANES, 9.5 M (31.2 FT) EAST OF THE CENTER OF THE
 HU2676'SOUTHBOUND LANES, AND 0.4 M (1.3 FT) NORTH OF A FIBERGLASS WITNESS
 HU2676'POST, AND 199 M (652.9 FT) SOUTH OF A CROSSOVER.
 HU2676'DESCRIBED BY G.R.HEID.
 HU2676
 HU2676                          STATION RECOVERY (2005)
 HU2676
 HU2676'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2005 (JRC)
 HU2676'RECOVERED AS DESCRIBED.
 HU2676
 HU2676                          STATION RECOVERY (2006)
 HU2676
 HU2676'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2006 (JRC)
 HU2676'RECOVERED IN GOOD CONDITION.
 HU2676
 HU2676                          STATION RECOVERY (2009)
 HU2676
 HU2676'RECOVERY NOTE BY JMT ENGINEERING 2009 (CJH)
 HU2676'RECOVERED (USED FOR RTK W/HU2677)
 HU2676
 HU2676                          STATION RECOVERY (2013)
 HU2676
 HU2676'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU2676'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2677 ***********************************************************************
 HU2677  CBN         -  This is a Cooperative Base Network Control Station.
 HU2677  DESIGNATION -  GPS S 4 A
 HU2677  PID         -  HU2677
 HU2677  STATE/COUNTY-  DE/SUSSEX
 HU2677  COUNTRY     -  US
 HU2677  USGS QUAD   -  SEAFORD EAST (2016)
 HU2677
 HU2677                         *CURRENT SURVEY CONTROL
 HU2677  ______________________________________________________________________
 HU2677* NAD 83(2011) POSITION- 38 44 33.81731(N) 075 35 33.24463(W)   ADJUSTED
 HU2677* NAD 83(2011) ELLIP HT-   -23.929 (meters)        (06/27/12)   ADJUSTED
 HU2677* NAD 83(2011) EPOCH   -  2010.00
 HU2677* NAVD 88 ORTHO HEIGHT -    11.541 (meters)       37.86  (feet) ADJUSTED
 HU2677  ______________________________________________________________________
 HU2677  GEOID HEIGHT    -        -35.472 (meters)                     GEOID18
 HU2677  NAD 83(2011) X  -  1,239,407.993 (meters)                     COMP
 HU2677  NAD 83(2011) Y  - -4,824,577.274 (meters)                     COMP
 HU2677  NAD 83(2011) Z  -  3,970,065.974 (meters)                     COMP
 HU2677  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 HU2677  DYNAMIC HEIGHT  -         11.534 (meters)       37.84  (feet) COMP
 HU2677  MODELED GRAVITY -    980,025.6   (mgal)                       NAVD 88
 HU2677
 HU2677  VERT ORDER      -  SECOND    CLASS II
 HU2677
 HU2677  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2677  Standards:
 HU2677         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2677            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2677  -------------------------------------------------------------------
 HU2677  NETWORK    1.56   2.92           0.69   0.57   1.49     -0.10443908
 HU2677  -------------------------------------------------------------------
 HU2677  Click here for local accuracies and other accuracy information.
 HU2677
 HU2677.The horizontal coordinates were established by GPS observations
 HU2677.and adjusted by the National Geodetic Survey in June 2012.
 HU2677
 HU2677.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2677.been affixed to the stable North American tectonic plate. See 
 HU2677.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2677
 HU2677.The horizontal coordinates are valid at the epoch date displayed above
 HU2677.which is a decimal equivalence of Year/Month/Day.
 HU2677
 HU2677.The orthometric height was determined by differential leveling and
 HU2677.adjusted by the NATIONAL GEODETIC SURVEY
 HU2677.in March 1994.
 HU2677
 HU2677.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2677.GEOID18 height accuracy estimate available here.
 HU2677
 HU2677.Click photographs - Photos may exist for this station.
 HU2677
 HU2677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2677
 HU2677.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2677
 HU2677.The ellipsoidal height was determined by GPS observations
 HU2677.and is referenced to NAD 83.
 HU2677
 HU2677.The dynamic height is computed by dividing the NAVD 88
 HU2677.geopotential number by the normal gravity value computed on the
 HU2677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2677.degrees latitude (g = 980.6199 gals.).
 HU2677
 HU2677.The modeled gravity was interpolated from observed gravity values.
 HU2677
 HU2677. The following values were computed from the NAD 83(2011) position.
 HU2677
 HU2677;                    North         East     Units Scale Factor Converg.
 HU2677;SPC DE       -    82,459.593   184,707.348   MT  0.99999788   -0 06 36.3
 HU2677;SPC DE       -   270,536.18    605,994.02   sFT  0.99999788   -0 06 36.3
 HU2677;UTM  18      - 4,288,394.015   448,503.001   MT  0.99963266   -0 22 15.1
 HU2677
 HU2677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2677!SPC DE       -   1.00000375  x   0.99999788  =   1.00000163
 HU2677!UTM  18      -   1.00000375  x   0.99963266  =   0.99963641
 HU2677
 HU2677:                Primary Azimuth Mark                     Grid Az
 HU2677:SPC DE       -  GPS S 4                                  355 09 20.4
 HU2677:UTM  18      -  GPS S 4                                  355 24 59.2
 HU2677
 HU2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4850388394(NAD 83)
 HU2677
 HU2677|---------------------------------------------------------------------|
 HU2677| PID    Reference Object                     Distance      Geod. Az  |
 HU2677|                                                           dddmmss.s |
 HU2677| HU2676 GPS S 4                             APPROX. 0.5 KM 3550244.1 |
 HU2677|---------------------------------------------------------------------|
 HU2677
 HU2677                          SUPERSEDED SURVEY CONTROL
 HU2677
 HU2677  NAD 83(2007)-  38 44 33.81798(N)    075 35 33.24483(W) AD(2002.00) 0
 HU2677  ELLIP H (02/10/07)  -23.893  (m)                       GP(2002.00)    
 HU2677  ELLIP H (08/09/02)  -23.943  (m)                       GP(       ) 4 2
 HU2677  NAD 83(1991)-  38 44 33.81796(N)    075 35 33.24385(W) AD(       ) B
 HU2677  ELLIP H (10/23/91)  -23.975  (m)                       GP(       ) 4 1
 HU2677  NGVD 29              11.78   (m)           38.6    (f) LEVELING    3  
 HU2677
 HU2677.Superseded values are not recommended for survey control.
 HU2677
 HU2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2677.See file dsdata.pdf to determine how the superseded data were derived.
 HU2677
 HU2677_MARKER: DH = HORIZONTAL CONTROL DISK
 HU2677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2677_STAMPING: GPS S-4A 1990
 HU2677_MARK LOGO: NGS
 HU2677_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2677+STABILITY: SURFACE MOTION
 HU2677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2677+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2013
 HU2677
 HU2677  HISTORY     - Date     Condition        Report By
 HU2677  HISTORY     - 1990     MONUMENTED       DEDHT
 HU2677  HISTORY     - 19910109 GOOD             NGS
 HU2677  HISTORY     - 20060514 GOOD             USPSQD
 HU2677  HISTORY     - 20090306 GOOD             JMTMD
 HU2677  HISTORY     - 20110126 GOOD             INDIV
 HU2677  HISTORY     - 20130614 GOOD             DELCOS
 HU2677
 HU2677                          STATION DESCRIPTION
 HU2677
 HU2677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HU2677'STATION IS LOCATED ABOUT 1 KM (0.6 MI) EAST OF BRIDGEVILLE, IN THE
 HU2677'MEDIAN OF US HIGHWAY 13, 1.66 KM (1.03 MI) SOUTH OF THE NORTH
 HU2677'JUNCTION OF US HIGHWAYS 13 AND 13 BYPASS.  OWNERSHIP--STATE
 HU2677'DEPARTMENT OF TRANSPORTATION.
 HU2677'TO REACH FROM THE JUNCTION OF US HIGHWAY 13 AND STATE HIGHWAY 404
 HU2677'(ABOUT 2 KM (1.2 MI) SOUTHEAST OF BRIDGEVILLE), GO NORTH ON HIGHWAY
 HU2677'13 FOR 2.11 KM (1.31 MI) TO THE STATION ON THE LEFT JUST BEFORE
 HU2677'REACHING THE ENTRANCE TO A LARGE METAL BUILDING ON THE RIGHT (MARMON
 HU2677'MID-ATLANTIC TRUCKS).
 HU2677'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST 3 CM
 HU2677'BELOW GROUND.  IT IS 13.6 M (44.6 FT) WEST OF THE CENTER OF THE
 HU2677'NORTHBOUND LANES, 9.6 M (31.5 FT) EAST OF THE CENTER OF THE
 HU2677'SOUTHBOUND LANES, AND 0.5 M (1.6 FT) NORTH OF A FIBERGLASS WITNESS
 HU2677'POST, 61.2 M (200.8 FT) SOUTH OF A CROSSOVER AT ENTRANCE TO BUILDING,
 HU2677'39.8 M (130.6 FT) SOUTH OF THE EXTENDED SOUTH WALL OF THE BUILDING,
 HU2677'AND 14 M (45.9 FT) NORTH-NORTHWEST OF THE NORTH END OF A ROW OF
 HU2677'BUSHES.
 HU2677'DESCRIBED BY G.R.HEID.
 HU2677
 HU2677                          STATION RECOVERY (2006)
 HU2677
 HU2677'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 HU2677'RECOVERED IN GOOD CONDITION.
 HU2677
 HU2677                          STATION RECOVERY (2009)
 HU2677
 HU2677'RECOVERY NOTE BY JMT ENGINEERING 2009 (CJH)
 HU2677'RECOVERED (USED FOR RTK W/HU2676)
 HU2677
 HU2677                          STATION RECOVERY (2011)
 HU2677
 HU2677'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (WRA)
 HU2677'RECOVERED AS DESCRIBED, DESCRIPTION IS ADEQUATE
 HU2677'USED FOR GPS (JFS)
 HU2677
 HU2677                          STATION RECOVERY (2013)
 HU2677
 HU2677'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU2677'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2678 ***********************************************************************
 HU2678  CBN         -  This is a Cooperative Base Network Control Station.
 HU2678  TIDAL BM    -  This is a Tidal Bench Mark.
 HU2678  DESIGNATION -  GPS S 5
 HU2678  PID         -  HU2678
 HU2678  STATE/COUNTY-  DE/SUSSEX
 HU2678  COUNTRY     -  US
 HU2678  USGS QUAD   -  LEWES (2016)
 HU2678
 HU2678                         *CURRENT SURVEY CONTROL
 HU2678  ______________________________________________________________________
 HU2678* NAD 83(2011) POSITION- 38 46 24.52402(N) 075 07 56.34281(W)   ADJUSTED
 HU2678* NAD 83(2011) ELLIP HT-   -23.644 (meters)        (06/27/12)   ADJUSTED
 HU2678* NAD 83(2011) EPOCH   -  2010.00
 HU2678* NAVD 88 ORTHO HEIGHT -    11.985 (meters)       39.32  (feet) ADJUSTED
 HU2678  ______________________________________________________________________
 HU2678  GEOID HEIGHT    -        -35.630 (meters)                     GEOID18
 HU2678  NAD 83(2011) X  -  1,277,574.564 (meters)                     COMP
 HU2678  NAD 83(2011) Y  - -4,812,400.323 (meters)                     COMP
 HU2678  NAD 83(2011) Z  -  3,972,728.203 (meters)                     COMP
 HU2678  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 HU2678  DYNAMIC HEIGHT  -         11.978 (meters)       39.30  (feet) COMP
 HU2678  MODELED GRAVITY -    980,038.5   (mgal)                       NAVD 88
 HU2678
 HU2678  VERT ORDER      -  SECOND    CLASS II
 HU2678
 HU2678  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2678  Standards:
 HU2678         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2678            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2678  -------------------------------------------------------------------
 HU2678  NETWORK    0.83   1.16           0.38   0.29   0.59     -0.05321149
 HU2678  -------------------------------------------------------------------
 HU2678  Click here for local accuracies and other accuracy information.
 HU2678
 HU2678.The horizontal coordinates were established by GPS observations
 HU2678.and adjusted by the National Geodetic Survey in June 2012.
 HU2678
 HU2678.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2678.been affixed to the stable North American tectonic plate. See 
 HU2678.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2678
 HU2678.The horizontal coordinates are valid at the epoch date displayed above
 HU2678.which is a decimal equivalence of Year/Month/Day.
 HU2678
 HU2678.The orthometric height was determined by differential leveling and
 HU2678.adjusted by the NATIONAL GEODETIC SURVEY
 HU2678.in March 1994.
 HU2678
 HU2678.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2678.GEOID18 height accuracy estimate available here.
 HU2678
 HU2678.This Tidal Bench Mark is designated as VM 13819
 HU2678.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 HU2678
 HU2678.Click photographs - Photos may exist for this station.
 HU2678
 HU2678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2678
 HU2678.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2678
 HU2678.The ellipsoidal height was determined by GPS observations
 HU2678.and is referenced to NAD 83.
 HU2678
 HU2678.The dynamic height is computed by dividing the NAVD 88
 HU2678.geopotential number by the normal gravity value computed on the
 HU2678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2678.degrees latitude (g = 980.6199 gals.).
 HU2678
 HU2678.The modeled gravity was interpolated from observed gravity values.
 HU2678
 HU2678. The following values were computed from the NAD 83(2011) position.
 HU2678
 HU2678;                    North         East     Units Scale Factor Converg.
 HU2678;SPC DE       -    85,897.075   224,710.396   MT  1.00000252   +0 10 41.1
 HU2678;SPC DE       -   281,813.99    737,237.36   sFT  1.00000252   +0 10 41.1
 HU2678;UTM  18      - 4,291,648.093   488,505.955   MT  0.99960163   -0 04 58.3
 HU2678
 HU2678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2678!SPC DE       -   1.00000371  x   1.00000252  =   1.00000623
 HU2678!UTM  18      -   1.00000371  x   0.99960163  =   0.99960534
 HU2678
 HU2678:                Primary Azimuth Mark                     Grid Az
 HU2678:SPC DE       -  GPS S 5 A                                040 51 10.0
 HU2678:UTM  18      -  GPS S 5 A                                041 06 49.4
 HU2678
 HU2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8850591648(NAD 83)
 HU2678
 HU2678|---------------------------------------------------------------------|
 HU2678| PID    Reference Object                     Distance      Geod. Az  |
 HU2678|                                                           dddmmss.s |
 HU2678| HU2679 GPS S 5 A                           419.702 METERS 0410151.1 |
 HU2678|---------------------------------------------------------------------|
 HU2678
 HU2678                          SUPERSEDED SURVEY CONTROL
 HU2678
 HU2678  NAD 83(2007)-  38 46 24.52464(N)    075 07 56.34438(W) AD(2002.00) 0
 HU2678  ELLIP H (02/10/07)  -23.590  (m)                       GP(2002.00)    
 HU2678  NAD 83(1991)-  38 46 24.52440(N)    075 07 56.34378(W) AD(       ) B
 HU2678  ELLIP H (08/09/06)  -23.621  (m)                       GP(       ) 4 2
 HU2678  ELLIP H (08/09/02)  -23.659  (m)                       GP(       ) 1 2
 HU2678  ELLIP H (07/24/97)  -23.602  (m)                       GP(       ) 1 1
 HU2678  NAD 83(1991)-  38 46 24.52431(N)    075 07 56.34243(W) AD(       ) B
 HU2678  ELLIP H (10/23/91)  -23.668  (m)                       GP(       ) 4 1
 HU2678  NAVD 88              11.99   (m)           39.3    (f) LEVELING    3  
 HU2678  NGVD 29              12.23   (m)           40.1    (f) LEVELING    3  
 HU2678
 HU2678.Superseded values are not recommended for survey control.
 HU2678
 HU2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2678.See file dsdata.pdf to determine how the superseded data were derived.
 HU2678
 HU2678_MARKER: DH = HORIZONTAL CONTROL DISK
 HU2678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2678_STAMPING: GPS S-5 1990
 HU2678_MARK LOGO: NGS
 HU2678_PROJECTION: FLUSH
 HU2678_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2678+STABILITY: SURFACE MOTION
 HU2678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2678+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 HU2678
 HU2678  HISTORY     - Date     Condition        Report By
 HU2678  HISTORY     - 1990     MONUMENTED       DEDHT
 HU2678  HISTORY     - 19910110 GOOD             NGS
 HU2678  HISTORY     - 19920805 GOOD             NOS
 HU2678  HISTORY     - 1998     GOOD             USPSQD
 HU2678  HISTORY     - 20050222 GOOD             DEDT
 HU2678  HISTORY     - 20060404 GOOD             DEDT
 HU2678  HISTORY     - 20061009 GOOD             GEOCAC
 HU2678  HISTORY     - 20080705 GOOD             DEDT
 HU2678  HISTORY     - 20120210 GOOD             DELCOS
 HU2678
 HU2678                          STATION DESCRIPTION
 HU2678
 HU2678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HU2678'STATION IS LOCATED ABOUT 1 KM (0.6 MI) SOUTHEAST OF LEWES, 4 KM
 HU2678'(2.5 MI) EAST-NORTHEAST OF BELLTOWN, ALONG STATE HIGHWAY 9 (T.C.
 HU2678'FREEMAN HIGHWAY), AT THE SOUTHEAST ABUTMENT OF THE BRIDGE OVER THE
 HU2678'LEWES AND REHOBOTH CANAL, ON ROAD RIGHT-OF-WAY.  OWNERSHIP--DELAWARE
 HU2678'RIVER AND BAY AUTHORITY.
 HU2678'TO REACH FROM THE JUNCTION OF US HIGHWAY 1 AND STATE HIGHWAY 9 WEST IN
 HU2678'BELLTOWN, GO SOUTHEAST ON HIGHWAYS 1 AND 9 (FOLLOWING SIGNS FOR THE
 HU2678'CAPE MAY FERRY) FOR 1.75 KM (1.09 MI) TO A CROSSROAD.  TURN LEFT,
 HU2678'EAST, ON HIGHWAY 9 FOR 0.23 KM (0.14 MI) TO A T-ROAD.  TURN LEFT,
 HU2678'NORTHEAST, ON HIGHWAY 9 FOR 1.97 KM (1.22 MI) TO A FORK.  BEAR RIGHT
 HU2678'ON HIGHWAY 9 FOR 1.50 KM (0.93 MI) TO THE EAST END OF THE BRIDGE OVER
 HU2678'THE CANAL AND STATION ON THE RIGHT.
 HU2678'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 HU2678'PROJECTING 2 CM.  IT IS 17.0 M (55.8 FT) EAST OF THE SOUTHEAST BRIDGE
 HU2678'ABUTMENT, 7.6 M (24.9 FT) SOUTH OF THE ROAD CENTER, 1.0 M (3.3 FT)
 HU2678'SOUTH OF A METAL GUARDRAIL, AND 0.5 M (1.6 FT) NORTH OF A FIBERGLASS
 HU2678'WITNESS POST.
 HU2678'DESCRIBED BY G.R.HEID.
 HU2678
 HU2678                          STATION RECOVERY (1992)
 HU2678
 HU2678'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 HU2678'RECOVERED IN GOOD CONDITION.
 HU2678
 HU2678                          STATION RECOVERY (1998)
 HU2678
 HU2678'RECOVERY NOTE BY US POWER SQUADRON 1998
 HU2678'RECOVERED IN GOOD CONDITION.
 HU2678
 HU2678                          STATION RECOVERY (2005)
 HU2678
 HU2678'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2005 (JRC)
 HU2678'RECOVERED AS DESCRIBED.
 HU2678
 HU2678                          STATION RECOVERY (2006)
 HU2678
 HU2678'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2006 (LBS)
 HU2678'RECOVERED IN GOOD CONDITION.
 HU2678
 HU2678                          STATION RECOVERY (2006)
 HU2678
 HU2678'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU2678'MARK IS LOCATED ON THE SOUTHEAST SIDE OF THE NORTHEAST ABUTMENT - 17.0
 HU2678'M (55.8 FT) NORTHEAST OF THE NORTHEAST ABUTMENT.
 HU2678
 HU2678                          STATION RECOVERY (2008)
 HU2678
 HU2678'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 HU2678'STATION IS LOCATED ABOUT 1 KM (0.6 MI) SOUTHEAST OF LEWES, 4 KM (2.5
 HU2678'MI) EAST-NORTHEAST OF BELLTOWN, ALONG STATE HIGHWAY 9 (T.C.  FREEMAN
 HU2678'HIGHWAY), AT THE SOUTHEAST ABUTMENT OF THE BRIDGE OVER THE LEWES AND
 HU2678'REHOBOTH CANAL, ON ROAD RIGHT-OF-WAY.  OWNERSHIP--DELAWARE RIVER AND
 HU2678'BAY AUTHORITY.
 HU2678'
 HU2678'TO REACH FROM THE JUNCTION OF US HIGHWAY 1 AND STATE HIGHWAY 9 WEST IN
 HU2678'BELLTOWN, GO SOUTHEAST ON HIGHWAYS 1 AND 9 (FOLLOWING SIGNS FOR THE
 HU2678'CAPE MAY FERRY) FOR 1.75 KM (1.09 MI) TO A CROSSROAD.  TURN LEFT,
 HU2678'EAST, ON HIGHWAY 9 FOR 0.23 KM (0.14 MI) TO A T-ROAD.  TURN LEFT,
 HU2678'NORTHEAST, ON HIGHWAY 9 FOR 1.97 KM (1.22 MI) TO A FORK.  BEAR RIGHT
 HU2678'ON HIGHWAY 9 FOR 1.50 KM (0.93 MI) TO THE EAST END OF THE BRIDGE OVER
 HU2678'THE CANAL AND STATION ON THE RIGHT.  STATION MARK IS SET IN THE TOP OF
 HU2678'A 30-CM (12 INCH) SQUARE CONCRETE POST PROJECTING 2 CM.
 HU2678'
 HU2678'IT IS 17.0 M (55.8 FT) EAST OF THE SOUTHEAST BRIDGE ABUTMENT, 7.6 M
 HU2678'(24.9 FT) SOUTH OF THE ROAD CENTER, 1.0 M (3.3 FT) SOUTH OF A METAL
 HU2678'GUARDRAIL, AND 0.5 M (1.6 FT) NORTH OF A FIBERGLASS WITNESS POST.
 HU2678
 HU2678                          STATION RECOVERY (2012)
 HU2678
 HU2678'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU2678'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2679 ***********************************************************************
 HU2679  CBN         -  This is a Cooperative Base Network Control Station.
 HU2679  TIDAL BM    -  This is a Tidal Bench Mark.
 HU2679  DESIGNATION -  GPS S 5 A
 HU2679  PID         -  HU2679
 HU2679  STATE/COUNTY-  DE/SUSSEX
 HU2679  COUNTRY     -  US
 HU2679  USGS QUAD   -  LEWES (2016)
 HU2679
 HU2679                         *CURRENT SURVEY CONTROL
 HU2679  ______________________________________________________________________
 HU2679* NAD 83(2011) POSITION- 38 46 34.79110(N) 075 07 44.92866(W)   NO CHECK
 HU2679* NAD 83(2011) ELLIP HT-   -33.230 (meters)        (06/27/12)   NO CHECK
 HU2679* NAD 83(2011) EPOCH   -  2010.00
 HU2679* NAVD 88 ORTHO HEIGHT -     2.389 (meters)        7.84  (feet) ADJUSTED
 HU2679  ______________________________________________________________________
 HU2679  GEOID HEIGHT    -        -35.628 (meters)                     GEOID18
 HU2679  NAD 83(2011) X  -  1,277,788.065 (meters)                     COMP
 HU2679  NAD 83(2011) Y  - -4,812,130.762 (meters)                     COMP
 HU2679  NAD 83(2011) Z  -  3,972,969.024 (meters)                     COMP
 HU2679  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 HU2679  DYNAMIC HEIGHT  -          2.387 (meters)        7.83  (feet) COMP
 HU2679  MODELED GRAVITY -    980,038.8   (mgal)                       NAVD 88
 HU2679
 HU2679  VERT ORDER      -  SECOND    CLASS II
 HU2679
 HU2679  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2679  Standards:
 HU2679         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2679            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2679  -------------------------------------------------------------------
 HU2679  NETWORK    1.61   4.68           0.63   0.68   2.39      0.19107729
 HU2679  -------------------------------------------------------------------
 HU2679  Click here for local accuracies and other accuracy information.
 HU2679
 HU2679.The horizontal coordinates were established by GPS observations
 HU2679.and adjusted by the National Geodetic Survey in June 2012.
 HU2679
 HU2679.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2679.been affixed to the stable North American tectonic plate. See 
 HU2679.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2679
 HU2679.The horizontal coordinates are valid at the epoch date displayed above
 HU2679.which is a decimal equivalence of Year/Month/Day.
 HU2679
 HU2679.No horizontal observational check was made to the station.
 HU2679
 HU2679.The orthometric height was determined by differential leveling and
 HU2679.adjusted by the NATIONAL GEODETIC SURVEY
 HU2679.in March 1994.
 HU2679
 HU2679.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2679.GEOID18 height accuracy estimate available here.
 HU2679
 HU2679.This Tidal Bench Mark is designated as VM 13820
 HU2679.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 HU2679
 HU2679.Click photographs - Photos may exist for this station.
 HU2679
 HU2679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2679
 HU2679.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2679
 HU2679.The ellipsoidal height was determined by GPS observations
 HU2679.and is referenced to NAD 83.
 HU2679
 HU2679.The dynamic height is computed by dividing the NAVD 88
 HU2679.geopotential number by the normal gravity value computed on the
 HU2679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2679.degrees latitude (g = 980.6199 gals.).
 HU2679
 HU2679.The modeled gravity was interpolated from observed gravity values.
 HU2679
 HU2679. The following values were computed from the NAD 83(2011) position.
 HU2679
 HU2679;                    North         East     Units Scale Factor Converg.
 HU2679;SPC DE       -    86,214.536   224,984.931   MT  1.00000268   +0 10 48.2
 HU2679;SPC DE       -   282,855.52    738,138.06   sFT  1.00000268   +0 10 48.2
 HU2679;UTM  18      - 4,291,964.173   488,781.823   MT  0.99960155   -0 04 51.2
 HU2679
 HU2679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2679!SPC DE       -   1.00000521  x   1.00000268  =   1.00000789
 HU2679!UTM  18      -   1.00000521  x   0.99960155  =   0.99960676
 HU2679
 HU2679:                Primary Azimuth Mark                     Grid Az
 HU2679:SPC DE       -  GPS S 5                                  220 51 10.0
 HU2679:UTM  18      -  GPS S 5                                  221 06 49.4
 HU2679
 HU2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8878191964(NAD 83)
 HU2679
 HU2679|---------------------------------------------------------------------|
 HU2679| PID    Reference Object                     Distance      Geod. Az  |
 HU2679|                                                           dddmmss.s |
 HU2679| HU2678 GPS S 5                             419.702 METERS 2210158.2 |
 HU2679|---------------------------------------------------------------------|
 HU2679
 HU2679                          SUPERSEDED SURVEY CONTROL
 HU2679
 HU2679  NAD 83(2007)-  38 46 34.79171(N)    075 07 44.93023(W) AD(2002.00) 0
 HU2679  ELLIP H (02/10/07)  -33.176  (m)                       GP(2002.00)    
 HU2679  ELLIP H (08/09/02)  -33.245  (m)                       GP(       ) 4 2
 HU2679  NAD 83(1991)-  38 46 34.79139(N)    075 07 44.92827(W) AD(       ) B
 HU2679  ELLIP H (10/23/91)  -33.254  (m)                       GP(       ) 4 1
 HU2679  NGVD 29               2.63   (m)            8.6    (f) LEVELING    3  
 HU2679
 HU2679.Superseded values are not recommended for survey control.
 HU2679
 HU2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2679.See file dsdata.pdf to determine how the superseded data were derived.
 HU2679
 HU2679_MARKER: DH = HORIZONTAL CONTROL DISK
 HU2679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2679_STAMPING: GPS S-5A 1990
 HU2679_MARK LOGO: NGS
 HU2679_PROJECTION: FLUSH
 HU2679_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2679+STABILITY: SURFACE MOTION
 HU2679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2679+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 HU2679
 HU2679  HISTORY     - Date     Condition        Report By
 HU2679  HISTORY     - 1990     MONUMENTED       DEDHT
 HU2679  HISTORY     - 19910110 GOOD             NGS
 HU2679  HISTORY     - 1998     GOOD             USPSQD
 HU2679  HISTORY     - 20070914 GOOD             GEOCAC
 HU2679  HISTORY     - 20080705 GOOD             DEDT
 HU2679  HISTORY     - 20120210 GOOD             DELCOS
 HU2679
 HU2679                          STATION DESCRIPTION
 HU2679
 HU2679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HU2679'STATION IS LOCATED ABOUT 1.3 KM (0.8 MI) SOUTHEAST OF LEWES, 4.5 KM
 HU2679'(2.8 MI) EAST-NORTHEAST OF BELLTOWN, ALONG STATE HIGHWAY 9 (T.C.
 HU2679'FREEMAN HIGHWAY), BETWEEN THE BRIDGE OVER THE LEWES AND REHOBOTH
 HU2679'CANAL AND THE TURNOFF TO THE CAPE MAY FERRY, ON ROAD RIGHT-OF-WAY.
 HU2679'OWNERSHIP--DELAWARE RIVER AND BAY AUTHORITY.
 HU2679'TO REACH FROM THE JUNCTION OF US HIGHWAY 1 AND STATE HIGHWAY 9 WEST IN
 HU2679'BELLTOWN, GO SOUTHEAST ON HIGHWAYS 1 AND 9 (FOLLOWING SIGNS FOR THE
 HU2679'CAPE MAY FERRY) FOR 1.75 KM (1.09 MI) TO A CROSSROAD.  TURN LEFT,
 HU2679'EAST, ON HIGHWAY 9 FOR 0.23 KM (0.14 MI) TO A T-ROAD.  TURN LEFT,
 HU2679'NORTHEAST, ON HIGHWAY 9 FOR 1.97 KM (1.22 MI) TO A FORK.  BEAR RIGHT
 HU2679'ON HIGHWAY 9 FOR 1.50 KM (0.93 MI) TO THE EAST END OF THE BRIDGE OVER
 HU2679'THE CANAL.  CONTINUE AHEAD FOR 0.41 KM (0.25 MI) TO THE STATION ON
 HU2679'THE LEFT.
 HU2679'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST FLUSH
 HU2679'WITH THE GROUND.  IT IS 7.8 M (25.6 FT) NORTH OF, AND SLIGHTLY LOWER
 HU2679'THAN THE HIGHWAY CENTER, 1.0 M (3.3 FT) NORTH OF A METAL GUARDRAIL,
 HU2679'0.3 M (1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST, 49.8 M (163.4 FT)
 HU2679'WEST OF A ROAD REFLECTOR POST, AND 128 M (419.9 FT) EAST OF THE EAST
 HU2679'END OF CONCRETE CURB ON BRIDGE SLOPE.
 HU2679'DESCRIBED BY G.R.HEID.
 HU2679
 HU2679                          STATION RECOVERY (1998)
 HU2679
 HU2679'RECOVERY NOTE BY US POWER SQUADRON 1998
 HU2679'RECOVERED IN GOOD CONDITION.
 HU2679
 HU2679                          STATION RECOVERY (2007)
 HU2679
 HU2679'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 HU2679'RECOVERED IN GOOD CONDITION.
 HU2679
 HU2679                          STATION RECOVERY (2008)
 HU2679
 HU2679'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 HU2679'STATION IS LOCATED ABOUT 1.3 KM (0.8 MI) SOUTHEAST OF LEWES, 4.5 KM
 HU2679'(2.8 MI) EAST-NORTHEAST OF BELLTOWN, ALONG STATE HIGHWAY 9 (T.C.
 HU2679'FREEMAN HIGHWAY), BETWEEN THE BRIDGE OVER THE LEWES AND REHOBOTH CANAL
 HU2679'AND THE TURNOFF TO THE CAPE MAY FERRY, ON ROAD RIGHT-OF-WAY.
 HU2679'OWNERSHIP--DELAWARE RIVER AND BAY AUTHORITY.
 HU2679'
 HU2679'TO REACH FROM THE JUNCTION OF US HIGHWAY 1 AND STATE HIGHWAY 9 WEST IN
 HU2679'BELLTOWN, GO SOUTHEAST ON HIGHWAYS 1 AND 9 (FOLLOWING SIGNS FOR THE
 HU2679'CAPE MAY FERRY) FOR 1.75 KM (1.09 MI) TO A CROSSROAD.  TURN LEFT,
 HU2679'EAST, ON HIGHWAY 9 FOR 0.23 KM (0.14 MI) TO A T-ROAD.  TURN LEFT,
 HU2679'NORTHEAST, ON HIGHWAY 9 FOR 1.97 KM (1.22 MI) TO A FORK.  BEAR RIGHT
 HU2679'ON HIGHWAY 9 FOR 1.50 KM (0.93 MI) TO THE EAST END OF THE BRIDGE OVER
 HU2679'THE CANAL.  CONTINUE AHEAD FOR 0.41 KM (0.25 MI) TO THE STATION ON THE
 HU2679'LEFT.  STATION MARK IS SET IN THE TOP OF A 30-CM (12 INCH) SQUARE
 HU2679'CONCRETE POST FLUSH WITH THE GROUND.
 HU2679'
 HU2679'IT IS 7.8 M (25.6 FT) NORTH OF, AND SLIGHTLY LOWER THAN THE HIGHWAY
 HU2679'CENTER, 1.0 M (3.3 FT) NORTH OF A METAL GUARDRAIL, 0.3 M (1.0 FT)
 HU2679'SOUTH OF A FIBERGLASS WITNESS POST, 49.8 M (163.4 FT) WEST OF A ROAD
 HU2679'REFLECTOR POST, AND 128 M (419.9 FT) EAST OF THE EAST END OF CONCRETE
 HU2679'CURB ON BRIDGE SLOPE.
 HU2679
 HU2679                          STATION RECOVERY (2012)
 HU2679
 HU2679'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU2679'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2680 ***********************************************************************
 HU2680  FBN         -  This is a Federal Base Network Control Station.
 HU2680  DESIGNATION -  GPS S 6
 HU2680  PID         -  HU2680
 HU2680  STATE/COUNTY-  DE/SUSSEX
 HU2680  COUNTRY     -  US
 HU2680  USGS QUAD   -  MILFORD (2016)
 HU2680
 HU2680                         *CURRENT SURVEY CONTROL
 HU2680  ______________________________________________________________________
 HU2680* NAD 83(2011) POSITION- 38 54 51.49642(N) 075 24 03.45147(W)   ADJUSTED
 HU2680* NAD 83(2011) ELLIP HT-   -24.548 (meters)        (06/27/12)   ADJUSTED
 HU2680* NAD 83(2011) EPOCH   -  2010.00
 HU2680* NAVD 88 ORTHO HEIGHT -    10.747 (meters)       35.26  (feet) ADJUSTED
 HU2680  ______________________________________________________________________
 HU2680  GEOID HEIGHT    -        -35.307 (meters)                     GEOID18
 HU2680  NAD 83(2011) X  -  1,252,525.202 (meters)                     COMP
 HU2680  NAD 83(2011) Y  - -4,808,848.188 (meters)                     COMP
 HU2680  NAD 83(2011) Z  -  3,984,903.789 (meters)                     COMP
 HU2680  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 HU2680  DYNAMIC HEIGHT  -         10.740 (meters)       35.24  (feet) COMP
 HU2680  MODELED GRAVITY -    980,044.2   (mgal)                       NAVD 88
 HU2680
 HU2680  VERT ORDER      -  FIRST     CLASS II
 HU2680
 HU2680  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2680  Standards:
 HU2680         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2680            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2680  -------------------------------------------------------------------
 HU2680  NETWORK    0.32   0.57           0.14   0.12   0.29      0.01507593
 HU2680  -------------------------------------------------------------------
 HU2680  Click here for local accuracies and other accuracy information.
 HU2680
 HU2680.The horizontal coordinates were established by GPS observations
 HU2680.and adjusted by the National Geodetic Survey in June 2012.
 HU2680
 HU2680.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2680.been affixed to the stable North American tectonic plate. See 
 HU2680.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2680
 HU2680.The horizontal coordinates are valid at the epoch date displayed above
 HU2680.which is a decimal equivalence of Year/Month/Day.
 HU2680
 HU2680.The orthometric height was determined by differential leveling and
 HU2680.adjusted by the NATIONAL GEODETIC SURVEY
 HU2680.in January 2013.
 HU2680
 HU2680.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2680.GEOID18 height accuracy estimate available here.
 HU2680
 HU2680.Click photographs - Photos may exist for this station.
 HU2680
 HU2680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2680
 HU2680.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2680
 HU2680.The ellipsoidal height was determined by GPS observations
 HU2680.and is referenced to NAD 83.
 HU2680
 HU2680.The dynamic height is computed by dividing the NAVD 88
 HU2680.geopotential number by the normal gravity value computed on the
 HU2680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2680.degrees latitude (g = 980.6199 gals.).
 HU2680
 HU2680.The modeled gravity was interpolated from observed gravity values.
 HU2680
 HU2680. The following values were computed from the NAD 83(2011) position.
 HU2680
 HU2680;                    North         East     Units Scale Factor Converg.
 HU2680;SPC DE       -   101,492.125   201,362.354   MT  0.99999502   +0 00 35.5
 HU2680;SPC DE       -   332,978.75    660,636.32   sFT  0.99999502   +0 00 35.5
 HU2680;UTM  18      - 4,307,343.343   465,238.377   MT  0.99961488   -0 15 06.7
 HU2680
 HU2680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2680!SPC DE       -   1.00000385  x   0.99999502  =   0.99999887
 HU2680!UTM  18      -   1.00000385  x   0.99961488  =   0.99961873
 HU2680
 HU2680:                Primary Azimuth Mark                     Grid Az
 HU2680:SPC DE       -  GPS S 6 A                                149 05 34.4
 HU2680:UTM  18      -  GPS S 6 A                                149 21 16.6
 HU2680
 HU2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6523807343(NAD 83)
 HU2680
 HU2680|---------------------------------------------------------------------|
 HU2680| PID    Reference Object                     Distance      Geod. Az  |
 HU2680|                                                           dddmmss.s |
 HU2680| HU2681 GPS S 6 A                           415.523 METERS 1490609.9 |
 HU2680|---------------------------------------------------------------------|
 HU2680
 HU2680                          SUPERSEDED SURVEY CONTROL
 HU2680
 HU2680  NAD 83(2007)-  38 54 51.49678(N)    075 24 03.45194(W) AD(2002.00) 0
 HU2680  ELLIP H (02/10/07)  -24.513  (m)                       GP(2002.00)    
 HU2680  ELLIP H (02/12/02)  -24.527  (m)                       GP(       ) 4 1
 HU2680  ELLIP H (07/24/97)  -24.501  (m)                       GP(       ) 2 1
 HU2680  ELLIP H (04/04/94)  -24.550  (m)                       GP(       ) 3 1
 HU2680  ELLIP H (12/31/92)  -24.533  (m)                       GP(       ) 4 1
 HU2680  ELLIP H (07/31/92)  -24.550  (m)                       GP(       ) 1 1
 HU2680  NAD 83(1991)-  38 54 51.49623(N)    075 24 03.45171(W) AD(       ) A
 HU2680  ELLIP H (10/23/91)  -24.550  (m)                       GP(       ) 4 1
 HU2680  NAVD 88              10.74   (m)           35.2    (f) LEVELING    3  
 HU2680  NAVD 88 (03/23/94)   10.743  (m)           35.25   (f) SUPERSEDED  2 2
 HU2680  NAVD 88              10.51   (m)           34.5    (f) LEVELING    3  
 HU2680  NGVD 29              10.99   (m)           36.1    (f) LEVELING    3  
 HU2680
 HU2680.Superseded values are not recommended for survey control.
 HU2680
 HU2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2680.See file dsdata.pdf to determine how the superseded data were derived.
 HU2680
 HU2680_MARKER: F = FLANGE-ENCASED ROD
 HU2680_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HU2680_STAMPING: GPS S-6 1990
 HU2680_MARK LOGO: DEDHT
 HU2680_PROJECTION: FLUSH
 HU2680_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU2680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2680+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2021
 HU2680
 HU2680  HISTORY     - Date     Condition        Report By
 HU2680  HISTORY     - 1990     MONUMENTED       DEDHT
 HU2680  HISTORY     - 19910110 GOOD             NGS
 HU2680  HISTORY     - 19920413 GOOD             NGS
 HU2680  HISTORY     - 19920424 GOOD             NGS
 HU2680  HISTORY     - 19920805 GOOD             NOS
 HU2680  HISTORY     - 19970114 GOOD             DEDHT
 HU2680  HISTORY     - 20000107 GOOD             NGS
 HU2680  HISTORY     - 20040828 GOOD             USPSQD
 HU2680  HISTORY     - 20080226 GOOD             INDIV
 HU2680  HISTORY     - 20120209 GOOD             DELCOS
 HU2680  HISTORY     - 20131007 GOOD             DELCOS
 HU2680  HISTORY     - 20210307 GOOD             USPSQD
 HU2680
 HU2680                          STATION DESCRIPTION
 HU2680
 HU2680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HU2680'STATION IS LOCATED ABOUT 2 KM (1.2 MI) EAST OF MILFORD, AT THE
 HU2680'SOUTHWEST END OF THE OVERPASS AT THE JUNCTION OF STATE HIGHWAYS 1
 HU2680'BYPASS AND 36, IN A GRASS AREA INSIDE THE CURVED GUARDRAIL ALONGSIDE
 HU2680'THE SOUTHBOUND RAMP LEADING FROM HIGHWAY 36 TO HIGHWAY 1 BYPASS, ON
 HU2680'ROAD RIGHT-OF-WAY.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 HU2680'STATION MARK IS A PUNCH HOLE IN THE TOP OF A STEEL ROD ENCASED IN PVC
 HU2680'PIPE WITH AN ALUMINUM LOGO CAP FLUSH WITH THE GROUND.  IT IS 23.2 M
 HU2680'(76.1 FT) SOUTH-SOUTHWEST OF, AND LEVEL WITH THE CENTER OF HIGHWAY
 HU2680'36, 19.7 M (64.6 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 HU2680'SOUTHWEST BRIDGE ABUTMENT, 4.4 M (14.4 FT) WEST-SOUTHWEST OF THE
 HU2680'GUARDRAIL, AND 0.5 M (1.6 FT) NORTH OF A FIBERGLASS WITNESS POST.
 HU2680'DESCRIBED BY G.R.HEID.
 HU2680
 HU2680                          STATION RECOVERY (1992)
 HU2680
 HU2680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HU2680'STATION WAS RECOVERED IN GOOD CONDITION.  AN UPDATED DESCRIPTION
 HU2680'FOLLOWS.
 HU2680'STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) EAST OF MILFORD, AT THE
 HU2680'MILFORD-SLAUGHTER BEACH EXIT (STATE ROUTE 36 EXIT) OF STATE ROUTE 1,
 HU2680'NEAR THE SOUTHWEST END OF STATE ROUTE 36 HIGHWAY OVERPASS BRIDGE OVER
 HU2680'STATE ROUTE 1 AND IN THE GRASSY MEDIAN INSIDE A CURVED GUARDRAIL
 HU2680'ALONG THE EAST SIDE OF THE STATE ROUTE 36 SOUTHBOUND APPROACH RAMP TO
 HU2680'STATE ROUTE 1.  OWNERSHIP--DELAWARE DEPARTMENT OF TRANSPORTATION.
 HU2680'STATION IS 23.2 M (76.1 FT) SOUTH-SOUTHWEST OF THE CENTER OF STATE
 HU2680'ROUTE 36, 19.69 M (64.60 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 HU2680'SOUTHWEST ABUTMENT OF OVERPASS BRIDGE, 4.4 M (14.4 FT) EAST-SOUTHEAST
 HU2680'OF A METAL GUARDRAIL, 0.5 M (1.6 FT) NORTH OF A FIBERGLASS WITNESS
 HU2680'POST, ABOUT FLUSH WITH THE GROUND SURFACE.
 HU2680
 HU2680                          STATION RECOVERY (1992)
 HU2680
 HU2680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HU2680'THE STATION OS LOCATED ABOUT 2 KM (1.24 MI) EAST OF MILFORD, AT THE
 HU2680'SOUTHWEST END OF THE OVERPASS AT THE JUNCTION OF STATE HIGHWAYS 1
 HU2680'BYPASS AND 36, IN A GRASS AREA INSIDE THE CURVED GUARDRAIL ALONGSIDE
 HU2680'THE SOUTH BOUND RAMP LEADING FROM HIGHWAY 36 TO HIGHWAY 1 BYPASS, ON
 HU2680'ROAD RIGHT-OF-WAY.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 HU2680'THE STATION MARK IS A PUNCH HOLE IN THE TOP OF A STEEL ROD ENCASED IN
 HU2680'PVC PIPE WITH AN ALUMINUM LOGO CAP FLUSH WITH THE GROUND SURFACE.  IT
 HU2680'IS 23.2 M (76.12 FT) SOUTH-SOUTHWEST FROM, AND LEVEL WITH THE CENTER
 HU2680'OF HIGHWAY 36, 19.7 M (64.63 FT) SOUTHWEST FROM THE SOUTHWEST CORNER
 HU2680'OF THE SOUTHWEST BRIDGE ABUTMENT, 4.4 M (14.44 FT) WEST-SOUTHWEST
 HU2680'FROM THE GUARDRAIL AND 0.5 NORTH FROM A FIBERGLASS WITHNESS POST.
 HU2680
 HU2680                          STATION RECOVERY (1992)
 HU2680
 HU2680'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 HU2680'RECOVERED IN GOOD CONDITION.
 HU2680
 HU2680                          STATION RECOVERY (1997)
 HU2680
 HU2680'RECOVERY NOTE BY DE DEPT OF HIGHWAYS 1997 (CS)
 HU2680'RECOVERED AS DESCRIBED.
 HU2680
 HU2680                          STATION RECOVERY (2000)
 HU2680
 HU2680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 HU2680'THE STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) EAST OF MILFORD AT THE
 HU2680'JUNCTION OF STATE HIGHWAY 1 AND 36, SOUTHWEST OF THE WEST END OF THE
 HU2680'HIGHWAY 36 OVERPASS BRIDGE OVER HIGHWAY 1, IN THE GRASSY ENBANKMENT ON
 HU2680'THE EAST SIDE OF THE SOUTH BOUND ENTRANCE RAMP FOR HIGHWAY 1.
 HU2680'OWNERSHIP--DELAWARE DEPARTMENT OF TRANSPORTATION.  THE STATION IS AT
 HU2680'THE JUNCTION OF STATE HIGHWAY 1 AND 36 LOCATED ABOUT 1.93 KM (1.20 MI)
 HU2680'EAST OF MILFORD, ON THE EAST SIDE OF HIGHWAY 36 SOUTH BOUND ENTRANCE
 HU2680'RAMP FOR HIGHWAY 1 AND SOUTHWEST OF THE WEST END OF THE SOUTH CONCRETE
 HU2680'GUARD RAIL OF THE HIGHWAY 36 OVERPASS BRIDGE OVER HIGHWAY 1.  THE
 HU2680'STATION IS A PUNCH MARK ON THE OF A STAINLESS STEEL ROD ENCASED IN A
 HU2680'13 CM PVC PIPE WITH A LOGO CAP ABOUT FLUSH WITH THE GROUND.  LOCATED
 HU2680'20.66 M (67.78 FT) SOUTHEAST OF A HIGHWAY SIGN (1 SOUTH) IN THE
 HU2680'CONCRETE TRIANGLE FORMED AT THE JUNCTION OF HIGHWAY 36 AND THE SOUTH
 HU2680'BOUND ENTRANCE RAMP FOR HIGHWAY 1, 23.32 M (76.51 FT) SOUTH OF THE
 HU2680'CENTER OF HIGHWAY 36, 19.66 M (64.50 FT) SOUTHWEST OF THE WEST END OF
 HU2680'THE SOUTH CONCRETE GUARD RAIL OF THE HIGHWAY 36 OVERPASS BRIDGE OVER
 HU2680'HIGHWAY 1, AND 0.5 M (1.6 FT) NORTH OF A FIBERGLASS WITNESS POST.
 HU2680
 HU2680                          STATION RECOVERY (2004)
 HU2680
 HU2680'RECOVERY NOTE BY US POWER SQUADRON 2004 (BH)
 HU2680'RECOVERED IN GOOD CONDITION.
 HU2680
 HU2680                          STATION RECOVERY (2008)
 HU2680
 HU2680'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (WRA)
 HU2680'DESCRIPTION IS ADEQUATE
 HU2680
 HU2680                          STATION RECOVERY (2012)
 HU2680
 HU2680'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU2680'RECOVERED IN GOOD CONDITION.
 HU2680
 HU2680                          STATION RECOVERY (2013)
 HU2680
 HU2680'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 HU2680'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
 HU2680
 HU2680                          STATION RECOVERY (2021)
 HU2680
 HU2680'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 HU2680'COVER IS MISSING.  WITNESS POST IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2681 ***********************************************************************
 HU2681  CBN         -  This is a Cooperative Base Network Control Station.
 HU2681  DESIGNATION -  GPS S 6 A
 HU2681  PID         -  HU2681
 HU2681  STATE/COUNTY-  DE/SUSSEX
 HU2681  COUNTRY     -  US
 HU2681  USGS QUAD   -  MILFORD (2016)
 HU2681
 HU2681                         *CURRENT SURVEY CONTROL
 HU2681  ______________________________________________________________________
 HU2681* NAD 83(2011) POSITION- 38 54 39.93379(N) 075 23 54.59532(W)   ADJUSTED
 HU2681* NAD 83(2011) ELLIP HT-   -29.505 (meters)        (06/27/12)   ADJUSTED
 HU2681* NAD 83(2011) EPOCH   -  2010.00
 HU2681* NAVD 88 ORTHO HEIGHT -     5.804 (meters)       19.04  (feet) ADJUSTED
 HU2681  ______________________________________________________________________
 HU2681  GEOID HEIGHT    -        -35.316 (meters)                     GEOID18
 HU2681  NAD 83(2011) X  -  1,252,787.161 (meters)                     COMP
 HU2681  NAD 83(2011) Y  - -4,809,007.405 (meters)                     COMP
 HU2681  NAD 83(2011) Z  -  3,984,623.236 (meters)                     COMP
 HU2681  LAPLACE CORR    -         -1.44  (seconds)                    DEFLEC18
 HU2681  DYNAMIC HEIGHT  -          5.801 (meters)       19.03  (feet) COMP
 HU2681  MODELED GRAVITY -    980,043.9   (mgal)                       NAVD 88
 HU2681
 HU2681  VERT ORDER      -  SECOND    CLASS II
 HU2681
 HU2681  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2681  Standards:
 HU2681         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2681            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2681  -------------------------------------------------------------------
 HU2681  NETWORK    1.24   3.88           0.52   0.49   1.98      0.14848067
 HU2681  -------------------------------------------------------------------
 HU2681  Click here for local accuracies and other accuracy information.
 HU2681
 HU2681.The horizontal coordinates were established by GPS observations
 HU2681.and adjusted by the National Geodetic Survey in June 2012.
 HU2681
 HU2681.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2681.been affixed to the stable North American tectonic plate. See 
 HU2681.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2681
 HU2681.The horizontal coordinates are valid at the epoch date displayed above
 HU2681.which is a decimal equivalence of Year/Month/Day.
 HU2681
 HU2681.The orthometric height was determined by differential leveling and
 HU2681.adjusted by the NATIONAL GEODETIC SURVEY
 HU2681.in March 1994.
 HU2681
 HU2681.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2681.GEOID18 height accuracy estimate available here.
 HU2681
 HU2681.Click photographs - Photos may exist for this station.
 HU2681
 HU2681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2681
 HU2681.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2681
 HU2681.The ellipsoidal height was determined by GPS observations
 HU2681.and is referenced to NAD 83.
 HU2681
 HU2681.The dynamic height is computed by dividing the NAVD 88
 HU2681.geopotential number by the normal gravity value computed on the
 HU2681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2681.degrees latitude (g = 980.6199 gals.).
 HU2681
 HU2681.The modeled gravity was interpolated from observed gravity values.
 HU2681
 HU2681. The following values were computed from the NAD 83(2011) position.
 HU2681
 HU2681;                    North         East     Units Scale Factor Converg.
 HU2681;SPC DE       -   101,135.608   201,575.785   MT  0.99999503   +0 00 41.1
 HU2681;SPC DE       -   331,809.07    661,336.55   sFT  0.99999503   +0 00 41.1
 HU2681;UTM  18      - 4,306,985.990   465,450.097   MT  0.99961470   -0 15 01.1
 HU2681
 HU2681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2681!SPC DE       -   1.00000463  x   0.99999503  =   0.99999966
 HU2681!UTM  18      -   1.00000463  x   0.99961470  =   0.99961933
 HU2681
 HU2681:                Primary Azimuth Mark                     Grid Az
 HU2681:SPC DE       -  GPS S 6                                  329 05 34.4
 HU2681:UTM  18      -  GPS S 6                                  329 21 16.6
 HU2681
 HU2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6545006985(NAD 83)
 HU2681
 HU2681|---------------------------------------------------------------------|
 HU2681| PID    Reference Object                     Distance      Geod. Az  |
 HU2681|                                                           dddmmss.s |
 HU2681| HU2680 GPS S 6                             415.523 METERS 3290615.5 |
 HU2681|---------------------------------------------------------------------|
 HU2681
 HU2681                          SUPERSEDED SURVEY CONTROL
 HU2681
 HU2681  NAD 83(2007)-  38 54 39.93415(N)    075 23 54.59579(W) AD(2002.00) 0
 HU2681  ELLIP H (02/10/07)  -29.470  (m)                       GP(2002.00)    
 HU2681  ELLIP H (08/09/02)  -29.484  (m)                       GP(       ) 4 2
 HU2681  NAD 83(1991)-  38 54 39.93359(N)    075 23 54.59556(W) AD(       ) B
 HU2681  ELLIP H (10/23/91)  -29.507  (m)                       GP(       ) 4 1
 HU2681  NGVD 29               6.05   (m)           19.8    (f) LEVELING    3  
 HU2681
 HU2681.Superseded values are not recommended for survey control.
 HU2681
 HU2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2681.See file dsdata.pdf to determine how the superseded data were derived.
 HU2681
 HU2681_MARKER: DH = HORIZONTAL CONTROL DISK
 HU2681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2681_STAMPING: GPS S-6A 1990
 HU2681_MARK LOGO: NGS
 HU2681_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2681+STABILITY: SURFACE MOTION
 HU2681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2681+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2012
 HU2681
 HU2681  HISTORY     - Date     Condition        Report By
 HU2681  HISTORY     - 1990     MONUMENTED       DEDHT
 HU2681  HISTORY     - 19910110 GOOD             NGS
 HU2681  HISTORY     - 20040824 GOOD             USPSQD
 HU2681  HISTORY     - 20120207 GOOD             DELCOS
 HU2681
 HU2681                          STATION DESCRIPTION
 HU2681
 HU2681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HU2681'STATION IS LOCATED ABOUT 2.2 KM (1.4 MI) EAST OF MILFORD, IN THE
 HU2681'MEDIAN OF STATE HIGHWAY 1 BYPASS, OPPOSITE THE BEGINNING OF A
 HU2681'NORTHBOUND RAMP LEADING TO STATE HIGHWAY 36, ON ROAD RIGHT-OF-WAY.
 HU2681'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 HU2681'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 1 BYPASS AND 36, ABOUT 2
 HU2681'KM (1.2 MI) EAST OF MILFORD, GO SOUTH ON HIGHWAY 1 BYPASS FOR 0.42 KM
 HU2681'(0.26 MI) TO THE STATION ON THE LEFT.
 HU2681'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST 4 CM
 HU2681'BELOW GROUND IN THE MEDIAN DRAIN DITCH.  IT IS 12.9 M (42.3 FT) WEST
 HU2681'OF THE CENTER OF THE NORTHBOUND LANES, 12.9 M (42.3 FT) EAST OF THE
 HU2681'CENTER OF THE SOUTHBOUND LANES, 0.9 M (3.0 FT) SOUTH OF A FIBERGLASS
 HU2681'WITNESS POST, AND 40.0 M (131.2 FT) NORTHWEST OF THE WEST SUPPORT
 HU2681'POST TO A VERY LARGE HIGHWAY SIGN ON EAST SIDE OF THE HIGHWAY.
 HU2681'DESCRIBED BY G.R.HEID.
 HU2681
 HU2681                          STATION RECOVERY (2004)
 HU2681
 HU2681'RECOVERY NOTE BY US POWER SQUADRON 2004 (BH)
 HU2681'RECOVERED IN GOOD CONDITION.
 HU2681
 HU2681                          STATION RECOVERY (2012)
 HU2681
 HU2681'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU2681'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DI0952 ***********************************************************************
 DI0952  DESIGNATION -  GPS S 7
 DI0952  PID         -  DI0952
 DI0952  STATE/COUNTY-  DE/SUSSEX
 DI0952  COUNTRY     -  US
 DI0952  USGS QUAD   -  MILTON (2016)
 DI0952
 DI0952                         *CURRENT SURVEY CONTROL
 DI0952  ______________________________________________________________________
 DI0952* NAD 83(2011) POSITION- 38 51 44.48927(N) 075 19 58.20103(W)   ADJUSTED
 DI0952* NAD 83(2011) ELLIP HT-   -29.411 (meters)        (06/27/12)   ADJUSTED
 DI0952* NAD 83(2011) EPOCH   -  2010.00
 DI0952* NAVD 88 ORTHO HEIGHT -     6.024 (meters)       19.76  (feet) ADJUSTED
 DI0952  ______________________________________________________________________
 DI0952  GEOID HEIGHT    -        -35.448 (meters)                     GEOID18
 DI0952  NAD 83(2011) X  -  1,259,157.806 (meters)                     COMP
 DI0952  NAD 83(2011) Y  - -4,810,854.262 (meters)                     COMP
 DI0952  NAD 83(2011) Z  -  3,980,412.086 (meters)                     COMP
 DI0952  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 DI0952  DYNAMIC HEIGHT  -          6.021 (meters)       19.75  (feet) COMP
 DI0952  MODELED GRAVITY -    980,040.6   (mgal)                       NAVD 88
 DI0952
 DI0952  VERT ORDER      -  SECOND    CLASS II
 DI0952
 DI0952  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0952  Standards:
 DI0952         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0952            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0952  -------------------------------------------------------------------
 DI0952  NETWORK    0.65   0.67           0.29   0.24   0.34     -0.01732005
 DI0952  -------------------------------------------------------------------
 DI0952  Click here for local accuracies and other accuracy information.
 DI0952
 DI0952.The horizontal coordinates were established by GPS observations
 DI0952.and adjusted by the National Geodetic Survey in June 2012.
 DI0952
 DI0952.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0952.been affixed to the stable North American tectonic plate. See 
 DI0952.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0952
 DI0952.The horizontal coordinates are valid at the epoch date displayed above
 DI0952.which is a decimal equivalence of Year/Month/Day.
 DI0952
 DI0952.The orthometric height was determined by differential leveling and
 DI0952.adjusted by the NATIONAL GEODETIC SURVEY
 DI0952.in September 2008.
 DI0952
 DI0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0952.GEOID18 height accuracy estimate available here.
 DI0952
 DI0952.Click photographs - Photos may exist for this station.
 DI0952
 DI0952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0952
 DI0952.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0952
 DI0952.The ellipsoidal height was determined by GPS observations
 DI0952.and is referenced to NAD 83.
 DI0952
 DI0952.The dynamic height is computed by dividing the NAVD 88
 DI0952.geopotential number by the normal gravity value computed on the
 DI0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0952.degrees latitude (g = 980.6199 gals.).
 DI0952
 DI0952.The modeled gravity was interpolated from observed gravity values.
 DI0952
 DI0952. The following values were computed from the NAD 83(2011) position.
 DI0952
 DI0952;                    North         East     Units Scale Factor Converg.
 DI0952;SPC DE       -    95,728.629   207,276.169   MT  0.99999565   +0 03 09.4
 DI0952;SPC DE       -   314,069.68    680,038.56   sFT  0.99999565   +0 03 09.4
 DI0952;UTM  18      - 4,301,555.124   471,123.563   MT  0.99961027   -0 12 31.8
 DI0952
 DI0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0952!SPC DE       -   1.00000461  x   0.99999565  =   1.00000026
 DI0952!UTM  18      -   1.00000461  x   0.99961027  =   0.99961488
 DI0952
 DI0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7112301555(NAD 83)
 DI0952
 DI0952                          SUPERSEDED SURVEY CONTROL
 DI0952
 DI0952  NAD 83(2007)-  38 51 44.48973(N)    075 19 58.20180(W) AD(2002.00) B
 DI0952  ELLIP H (04/30/09)  -29.394  (m)                       GP(2002.00) 4 2
 DI0952  NAD 83(1991)-  38 51 44.48952(N)    075 19 58.20160(W) AD(       ) B
 DI0952  ELLIP H (08/09/06)  -29.391  (m)                       GP(       ) 4 2
 DI0952  NAVD 88 (08/09/06)    6.0    (m)  GEOID03  model used  GPS OBS        
 DI0952
 DI0952.Superseded values are not recommended for survey control.
 DI0952
 DI0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0952.See file dsdata.pdf to determine how the superseded data were derived.
 DI0952
 DI0952_MARKER: DD = SURVEY DISK
 DI0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0952_STAMPING: GPS S 7 2004
 DI0952_MARK LOGO: DEDT
 DI0952_PROJECTION: FLUSH
 DI0952_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0952+STABILITY: SURFACE MOTION
 DI0952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0952+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2013
 DI0952
 DI0952  HISTORY     - Date     Condition        Report By
 DI0952  HISTORY     - 20041010 MONUMENTED       DEDT
 DI0952  HISTORY     - 20080715 GOOD             DEDT
 DI0952  HISTORY     - 20091031 GOOD             DEDT
 DI0952  HISTORY     - 20120208 GOOD             DELCOS
 DI0952  HISTORY     - 20131008 GOOD             DELCOS
 DI0952
 DI0952                          STATION DESCRIPTION
 DI0952
 DI0952'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2004 (JRC)
 DI0952'THE STATION IS LOCATED ABOUT 6.8 MI (10.94 KM) EAST-SOUTHEAST OF
 DI0952'MILFORD, 4.95 MI (7.97 KM)  EAST OF LINCOLN, AND 6.0 MI (9.66 KM)
 DI0952'NORTHWEST OF MILTON, NEAR ARGOS CORNER.  THE STATION  IS LOCATED ON
 DI0952'DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY.
 DI0952'
 DI0952'TO REACH THE STATION FROM THE STATE ROUTE 36 OVERPASS (CEDAR BEACH
 DI0952'ROAD) AT STATE  ROUTE 1 (COASTAL HIGHWAY), PROCEED 5.4 MI (8.69 KM)
 DI0952'SOUTH ON STATE ROUTE 1 TO THE  INTERSECTION OF SUSSEX 215A (DANIELS
 DI0952'ROAD) AND THE STATION ON RIGHT (SOUTHERLY CORNER  OF INTERSECTION).
 DI0952'FROM THE JUNCTION OF STATE ROUTE 5 (UNION STREET EXTENDED) AND STATE
 DI0952'ROUTE 1 (COASTAL HIGHWAY) NEAR WAPLES MILL POND, PROCEED 3.1 MI (4.99
 DI0952'KM) NORTH ON STATE  ROUTE 1 TO STATION ON LEFT.
 DI0952'
 DI0952'THE STATION IS 48.3 FEET (14.72 M) SOUTH-SOUTHEAST OF THE CENTERLINE
 DI0952'OF THE WESTERLY END  OF THE MOST SOUTHERLY CONCRETE ISLAND, 112.65
 DI0952'FEET (34.34 M) NORTH OF UTILITY POLE WITH 2  GUY WIRES (DEC 52622),
 DI0952'AND 54.6 FEET (16.64 M) NORTHEAST OF THE CENTERLINE OF THE MOST
 DI0952'SOUTHERLY END OF A 11 INCH (28 CM) BY 13 INCH (33 CM) CORRUGATED METAL
 DI0952'PIPE ARCH WITH A  CONCRETE APRON.  THE STATION IS AN ALUMINUM DISK SET
 DI0952'IN THE TOP OF A 1 FOOT (30 CM)  DIAMETER CONCRETE POST.
 DI0952
 DI0952                          STATION RECOVERY (2008)
 DI0952
 DI0952'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 DI0952'RECOVERED AS DESCRIBED.
 DI0952
 DI0952                          STATION RECOVERY (2009)
 DI0952
 DI0952'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009 (BRC)
 DI0952'RECOVERED AS DESCRIBED.
 DI0952
 DI0952                          STATION RECOVERY (2012)
 DI0952
 DI0952'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DI0952'RECOVERED IN GOOD CONDITION.
 DI0952
 DI0952                          STATION RECOVERY (2013)
 DI0952
 DI0952'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DI0952'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DI0953 ***********************************************************************
 DI0953  DESIGNATION -  GPS S 8
 DI0953  PID         -  DI0953
 DI0953  STATE/COUNTY-  DE/SUSSEX
 DI0953  COUNTRY     -  US
 DI0953  USGS QUAD   -  ELLENDALE (2016)
 DI0953
 DI0953                         *CURRENT SURVEY CONTROL
 DI0953  ______________________________________________________________________
 DI0953* NAD 83(2011) POSITION- 38 48 38.97661(N) 075 26 20.41639(W)   ADJUSTED
 DI0953* NAD 83(2011) ELLIP HT-   -20.731 (meters)        (06/27/12)   ADJUSTED
 DI0953* NAD 83(2011) EPOCH   -  2010.00
 DI0953* NAVD 88 ORTHO HEIGHT -    14.696 (meters)       48.22  (feet) ADJUSTED
 DI0953  ______________________________________________________________________
 DI0953  GEOID HEIGHT    -        -35.455 (meters)                     GEOID18
 DI0953  NAD 83(2011) X  -  1,251,144.588 (meters)                     COMP
 DI0953  NAD 83(2011) Y  - -4,816,657.970 (meters)                     COMP
 DI0953  NAD 83(2011) Z  -  3,975,961.548 (meters)                     COMP
 DI0953  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 DI0953  DYNAMIC HEIGHT  -         14.688 (meters)       48.19  (feet) COMP
 DI0953  MODELED GRAVITY -    980,033.4   (mgal)                       NAVD 88
 DI0953
 DI0953  VERT ORDER      -  SECOND    CLASS I
 DI0953
 DI0953  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0953  Standards:
 DI0953         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0953            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0953  -------------------------------------------------------------------
 DI0953  NETWORK    0.70   0.73           0.31   0.26   0.37     -0.01307074
 DI0953  -------------------------------------------------------------------
 DI0953  Click here for local accuracies and other accuracy information.
 DI0953
 DI0953.The horizontal coordinates were established by GPS observations
 DI0953.and adjusted by the National Geodetic Survey in June 2012.
 DI0953
 DI0953.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0953.been affixed to the stable North American tectonic plate. See 
 DI0953.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0953
 DI0953.The horizontal coordinates are valid at the epoch date displayed above
 DI0953.which is a decimal equivalence of Year/Month/Day.
 DI0953
 DI0953.The orthometric height was determined by differential leveling and
 DI0953.adjusted by the NATIONAL GEODETIC SURVEY
 DI0953.in September 2008.
 DI0953
 DI0953.No vertical observational check was made to the station.
 DI0953
 DI0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0953.GEOID18 height accuracy estimate available here.
 DI0953
 DI0953.Click photographs - Photos may exist for this station.
 DI0953
 DI0953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0953
 DI0953.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0953
 DI0953.The ellipsoidal height was determined by GPS observations
 DI0953.and is referenced to NAD 83.
 DI0953
 DI0953.The dynamic height is computed by dividing the NAVD 88
 DI0953.geopotential number by the normal gravity value computed on the
 DI0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0953.degrees latitude (g = 980.6199 gals.).
 DI0953
 DI0953.The modeled gravity was interpolated from observed gravity values.
 DI0953
 DI0953. The following values were computed from the NAD 83(2011) position.
 DI0953
 DI0953;                    North         East     Units Scale Factor Converg.
 DI0953;SPC DE       -    90,004.944   198,059.817   MT  0.99999505   -0 00 50.4
 DI0953;SPC DE       -   295,291.22    649,801.25   sFT  0.99999505   -0 00 50.4
 DI0953;UTM  18      - 4,295,875.695   461,884.728   MT  0.99961789   -0 16 30.5
 DI0953
 DI0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0953!SPC DE       -   1.00000325  x   0.99999505  =   0.99999830
 DI0953!UTM  18      -   1.00000325  x   0.99961789  =   0.99962114
 DI0953
 DI0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6188495875(NAD 83)
 DI0953
 DI0953                          SUPERSEDED SURVEY CONTROL
 DI0953
 DI0953  NAD 83(2007)-  38 48 38.97709(N)    075 26 20.41713(W) AD(2002.00) B
 DI0953  ELLIP H (04/30/09)  -20.712  (m)                       GP(2002.00) 4 2
 DI0953  NAD 83(1991)-  38 48 38.97687(N)    075 26 20.41694(W) AD(       ) B
 DI0953  ELLIP H (08/09/06)  -20.711  (m)                       GP(       ) 4 2
 DI0953  NAVD 88 (08/09/06)   14.7    (m)  GEOID03  model used  GPS OBS        
 DI0953
 DI0953.Superseded values are not recommended for survey control.
 DI0953
 DI0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0953.See file dsdata.pdf to determine how the superseded data were derived.
 DI0953
 DI0953_MARKER: DD = SURVEY DISK
 DI0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0953_STAMPING: GPS S 8 2004
 DI0953_MARK LOGO: DEDT
 DI0953_PROJECTION: RECESSED 2 CENTIMETERS
 DI0953_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0953+STABILITY: SURFACE MOTION
 DI0953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0953+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2013
 DI0953
 DI0953  HISTORY     - Date     Condition        Report By
 DI0953  HISTORY     - 20041010 MONUMENTED       DEDT
 DI0953  HISTORY     - 20080715 GOOD             DEDT
 DI0953  HISTORY     - 20110501 GOOD             DEDT
 DI0953  HISTORY     - 20120213 GOOD             DELCOS
 DI0953  HISTORY     - 20131008 GOOD             DELCOS
 DI0953
 DI0953                          STATION DESCRIPTION
 DI0953
 DI0953'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2004 (JRC)
 DI0953'THE STATION IS LOCATED 7.45 MI (11.99 KM) SOUTH OF MILFORD, 0.8 MI
 DI0953'(1.29 KM) NORTHWEST OF  ELLENDALE, AND 8.9 MI (14.32 KM)
 DI0953'NORTH-NORTHWEST OF GEORGETOWN.  THE STATION IS LOCATED  ON DELAWARE
 DI0953'DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY.
 DI0953'
 DI0953'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 14
 DI0953'(MILFORD-HARRINGTON HWY) AND  US HIGHWAY 113, PROCEED SOUTH ON US
 DI0953'HIGHWAY 113 (DUPONT BOULEVARD) 7.45 MI (11.99 KM) TO  STATION ON
 DI0953'RIGHT.  TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 16
 DI0953'(ELLENDALE-GREENWOOD HIGHWAY) AND US HIGHWAY 113 (DUPONT BOULEVARD),
 DI0953'PROCEED 0.25 MI  (0.4 KM) NORTH TO STATION ON LEFT.
 DI0953'
 DI0953'THE STATION IS LOCATED 8.1 FEET (2.47 M) WEST OF THE EDGE OF THE
 DI0953'ASPHALT SHOULDER OF US  HWY 113, 20.8 FEET (6.34 M) SOUTH-SOUTHEAST OF
 DI0953'THE SOUTHERLY END OF A 15 INCH (0.38 M)  DIAMETER REINFORCED CONCRETE
 DI0953'ENTRANCE PIPE, 40.3 FEET (12.28 M) SOUTH-SOUTHEAST OF THE  NORTHERLY
 DI0953'END OF SAME PIPE, AND 2 FEET (0.6 M) SOUTH OF AN ORANGE FIBERGLASS
 DI0953'WITNESS  POST.  THE STATION IS AN ALUMINUM DISK SET IN THE TOP OF A 1
 DI0953'FOOT (30 CM) DIAMETER CONCRETE  POST.
 DI0953
 DI0953                          STATION RECOVERY (2008)
 DI0953
 DI0953'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 DI0953'RECOVERED AS DESCRIBED.
 DI0953
 DI0953                          STATION RECOVERY (2011)
 DI0953
 DI0953'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2011 (BRC)
 DI0953'RECOVERED AS DESCRIBED.
 DI0953
 DI0953                          STATION RECOVERY (2012)
 DI0953
 DI0953'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DI0953'RECOVERED IN GOOD CONDITION.
 DI0953
 DI0953                          STATION RECOVERY (2013)
 DI0953
 DI0953'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DI0953'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DI0954 ***********************************************************************
 DI0954  DESIGNATION -  GPS S 9
 DI0954  PID         -  DI0954
 DI0954  STATE/COUNTY-  DE/SUSSEX
 DI0954  COUNTRY     -  US
 DI0954  USGS QUAD   -  MILLSBORO (2016)
 DI0954
 DI0954                         *CURRENT SURVEY CONTROL
 DI0954  ______________________________________________________________________
 DI0954* NAD 83(2011) POSITION- 38 34 22.12732(N) 075 17 03.56693(W)   ADJUSTED
 DI0954* NAD 83(2011) ELLIP HT-   -28.292 (meters)        (06/27/12)   ADJUSTED
 DI0954* NAD 83(2011) EPOCH   -  2010.00
 DI0954* NAVD 88 ORTHO HEIGHT -     7.5   (meters)       25.    (feet) GPS OBS
 DI0954  ______________________________________________________________________
 DI0954  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI0954  GEOID HEIGHT    -        -35.730 (meters)                     GEOID03
 DI0954  GEOID HEIGHT    -        -35.751 (meters)                     GEOID18
 DI0954  NAD 83(2011) X  -  1,268,337.657 (meters)                     COMP
 DI0954  NAD 83(2011) Y  - -4,829,232.255 (meters)                     COMP
 DI0954  NAD 83(2011) Z  -  3,955,334.176 (meters)                     COMP
 DI0954  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 DI0954
 DI0954  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0954  Standards:
 DI0954         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0954            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0954  -------------------------------------------------------------------
 DI0954  NETWORK    1.04   1.39           0.47   0.36   0.71     -0.13176665
 DI0954  -------------------------------------------------------------------
 DI0954  Click here for local accuracies and other accuracy information.
 DI0954
 DI0954.The horizontal coordinates were established by GPS observations
 DI0954.and adjusted by the National Geodetic Survey in June 2012.
 DI0954
 DI0954.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0954.been affixed to the stable North American tectonic plate. See 
 DI0954.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0954
 DI0954.The horizontal coordinates are valid at the epoch date displayed above
 DI0954.which is a decimal equivalence of Year/Month/Day.
 DI0954
 DI0954.The orthometric height was determined by GPS observations and a
 DI0954.high-resolution geoid model.
 DI0954
 DI0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0954.GEOID18 height accuracy estimate available here.
 DI0954
 DI0954.Click photographs - Photos may exist for this station.
 DI0954
 DI0954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0954
 DI0954.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0954
 DI0954.The ellipsoidal height was determined by GPS observations
 DI0954.and is referenced to NAD 83.
 DI0954
 DI0954. The following values were computed from the NAD 83(2011) position.
 DI0954
 DI0954;                    North         East     Units Scale Factor Converg.
 DI0954;SPC DE       -    63,591.337   211,532.917   MT  0.99999664   +0 04 57.1
 DI0954;SPC DE       -   208,632.58    694,004.25   sFT  0.99999664   +0 04 57.1
 DI0954;UTM  18      - 4,269,411.254   475,232.495   MT  0.99960755   -0 10 38.2
 DI0954
 DI0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0954!SPC DE       -   1.00000444  x   0.99999664  =   1.00000108
 DI0954!UTM  18      -   1.00000444  x   0.99960755  =   0.99961199
 DI0954
 DI0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7523269411(NAD 83)
 DI0954
 DI0954                          SUPERSEDED SURVEY CONTROL
 DI0954
 DI0954  NAD 83(2007)-  38 34 22.12780(N)    075 17 03.56767(W) AD(2002.00) B
 DI0954  ELLIP H (04/30/09)  -28.273  (m)                       GP(2002.00) 4 2
 DI0954  NAD 83(1991)-  38 34 22.12757(N)    075 17 03.56748(W) AD(       ) B
 DI0954  ELLIP H (08/09/06)  -28.271  (m)                       GP(       ) 4 2
 DI0954
 DI0954.Superseded values are not recommended for survey control.
 DI0954
 DI0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0954.See file dsdata.pdf to determine how the superseded data were derived.
 DI0954
 DI0954_MARKER: DD = SURVEY DISK
 DI0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0954_STAMPING: GPS S 9 2004
 DI0954_MARK LOGO: DEDT
 DI0954_PROJECTION: RECESSED 5 CENTIMETERS
 DI0954_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0954+STABILITY: SURFACE MOTION
 DI0954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0954+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 DI0954
 DI0954  HISTORY     - Date     Condition        Report By
 DI0954  HISTORY     - 20041015 MONUMENTED       DEDT
 DI0954  HISTORY     - 20120210 GOOD             DELCOS
 DI0954
 DI0954                          STATION DESCRIPTION
 DI0954
 DI0954'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2004 (JRC)
 DI0954'THE STATION IS LOCATED 1.18 MI (1.9 KM) SOUTHEAST OF MILLSBORO, 2.5 MI
 DI0954'(4.02 KM) NORTHWEST OF  DAGSBORO, AND 4.7 MI (7.56 KM) NORTHWEST OF
 DI0954'FRANKFORD.  THE STATION IS LOCATED ON  DELAWARE DEPARTMENT OF
 DI0954'TRANSPORTATION RIGHT-OF-WAY.
 DI0954'
 DI0954'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 24 (JOHN J
 DI0954'WILLIAMS HIGHWAY) AND  US HIGHWAY 113 (DUPONT BOULEVARD) IN MILLSBORO,
 DI0954'PROCEED 1.05 MI (1.69 KM) SOUTH ON US  HIGHWAY 113 (DUPONT BOULEVARD)
 DI0954'TO STATION ON RIGHT.  TO REACH THE STATION FROM THE  INTERSECTION OF
 DI0954'STATE ROUTE 20 EAST (DAGSBORO ROAD) AND US HIGHWAY 113 (DUPONT
 DI0954'BOULEVARD), PROCEED 0.45 MI (0.72 KM) ON US HIGHWAY 113 TO STATION ON
 DI0954'LEFT.
 DI0954'
 DI0954'THE STATION IS 38.8 FEET (11.83 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 DI0954'THE SOUTHBOUND  LANES OF US HIGHWAY 113 (DUPONT BOULEVARD), 204.6 FEET
 DI0954'(62.36 M) SOUTHEAST OF UTILITY POLE  55890/00667, 74.2 FEET (22.62 M)
 DI0954'NORTHEAST OF UTILITY POLE 55904/00646, AND 2 FEET (0.6 M) SOUTH  OF
 DI0954'ORANGE FIBERGLASS WITNESS POST.  THE STATION IS AN ALUMINUM DISK SET
 DI0954'IN THE TOP OF A 1  FOOT (30 CM) DIAMETER CONCRETE POST.
 DI0954
 DI0954                          STATION RECOVERY (2012)
 DI0954
 DI0954'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DI0954'ORANGE FIBERGLASS WITNESS POST NO LONGER EXISTS,
 DI0954'LOCATED IN AN APPROX. 8 INCH MANHOLE COVER IN THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL6554 ***********************************************************************
 DL6554  DESIGNATION -  GRACE
 DL6554  PID         -  DL6554
 DL6554  STATE/COUNTY-  DE/SUSSEX
 DL6554  COUNTRY     -  US
 DL6554  USGS QUAD   -  MILTON (2016)
 DL6554
 DL6554                         *CURRENT SURVEY CONTROL
 DL6554  ______________________________________________________________________
 DL6554* NAD 83(1986) POSITION- 38 47 05.5    (N) 075 18 51.8    (W)   HD_HELD2
 DL6554* NAVD 88 ORTHO HEIGHT -    10.321 (meters)       33.86  (feet) ADJUSTED
 DL6554  ______________________________________________________________________
 DL6554  GEOID HEIGHT    -        -35.566 (meters)                     GEOID18
 DL6554  DYNAMIC HEIGHT  -         10.315 (meters)       33.84  (feet) COMP
 DL6554  MODELED GRAVITY -    980,033.7   (mgal)                       NAVD 88
 DL6554
 DL6554  VERT ORDER      -  FIRST     CLASS II
 DL6554
 DL6554.The horizontal coordinates were established by autonomous hand held GPS
 DL6554.observations and have an estimated accuracy of +/- 10 meters.
 DL6554
 DL6554.The orthometric height was determined by differential leveling and
 DL6554.adjusted by the NATIONAL GEODETIC SURVEY
 DL6554.in January 2013.
 DL6554
 DL6554.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6554.GEOID18 height accuracy estimate available here.
 DL6554
 DL6554.Click photographs - Photos may exist for this station.
 DL6554
 DL6554.The dynamic height is computed by dividing the NAVD 88
 DL6554.geopotential number by the normal gravity value computed on the
 DL6554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6554.degrees latitude (g = 980.6199 gals.).
 DL6554
 DL6554.The modeled gravity was interpolated from observed gravity values.
 DL6554
 DL6554;                    North         East    Units  Estimated Accuracy
 DL6554;SPC DE       -    87,127.      208,887.      MT  (+/- 10 meters HH2 GPS)
 DL6554
 DL6554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7269492949(NAD 83)
 DL6554
 DL6554                          SUPERSEDED SURVEY CONTROL
 DL6554
 DL6554  NAVD 88 (03/24/10)   10.321  (m)           33.86   (f) SUPERSEDED  2 1
 DL6554
 DL6554.Superseded values are not recommended for survey control.
 DL6554
 DL6554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6554.See file dsdata.pdf to determine how the superseded data were derived.
 DL6554
 DL6554_MARKER: DD = SURVEY DISK
 DL6554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6554_STAMPING: GRACE 2009
 DL6554_MARK LOGO: DEDT
 DL6554_PROJECTION: RECESSED 4 CENTIMETERS
 DL6554_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6554+STABILITY: SURFACE MOTION
 DL6554_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL6554+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2011
 DL6554
 DL6554  HISTORY     - Date     Condition        Report By
 DL6554  HISTORY     - 20091109 MONUMENTED       DEDT
 DL6554  HISTORY     - 20110501 GOOD             DEDT
 DL6554
 DL6554                          STATION DESCRIPTION
 DL6554
 DL6554'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL6554'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) EAST-SOUTHEAST OF ELLENDALE,
 DL6554'4.4 MI (7.1 KM) NORTH-NORTHWEST OF HARBESON AND IN THE TOWN OF MILTON.
 DL6554'TO REACH FROM THE INTERSECTION OF STATE ROUTE 9 (LEWES-GEORGETOWN HWY)
 DL6554'AND STATE ROUTE 5 (HARBESON ROAD) PROCEED 4.35 MI (7.0 KM) NORTHWEST
 DL6554'ALONG STATE ROUTE 5 (HARBESON RD) THENCE 0.55 MI (0.9 KM) ALONG
 DL6554'FEDERAL STREET TO THE INTERSECTION OF FEDERAL AND UNION STREET THENCE
 DL6554'0.5 MI (0.8 KM) ALONG UNION STREET TO THE MARK ON THE LEFT.  TO REACH
 DL6554'FROM THE INTERSECTION OF STATE ROUTE 16 (MILTON-ELLENDALE
 DL6554'HWY/BROADKILL RD) AND STATE ROUTE 5 (UNION ST) PROCEED 0.2 MI (0.3 KM)
 DL6554'SOUTHEAST ALONG STATE ROUTE 5 (UNION STREET) TO THE MARK ON THE LEFT.
 DL6554'THE MARK IS LOCATED ON THE GROUNDS OF GRACE CHURCH.
 DL6554'
 DL6554'THE MARK IS 2.O FT (0.6 M) WEST OF THE WESTERLY EDGE OF THE SIDEWALK,
 DL6554'46.0 FT (14.0 M) NORTHEAST OF THE NORTHEASTERLY CORNER OF THE GRACE
 DL6554'CHURCH BUILDING, 78.4 FT (23.9 M) EAST OF THE A LIGHT POLE
 DL6554'ILLUMINATING THE CHURCH PARKING LOT, AND 64.0 FT (19.5 M) SOUTH OF THE
 DL6554'CENTERLINE OF THE DRIVEWAY TO 520 UNION STREET.
 DL6554
 DL6554                          STATION RECOVERY (2011)
 DL6554
 DL6554'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2011 (BRC)
 DL6554'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1466 ***********************************************************************
 JU1466  DESIGNATION -  GRACELAWN
 JU1466  PID         -  JU1466
 JU1466  STATE/COUNTY-  DE/NEW CASTLE
 JU1466  COUNTRY     -  US
 JU1466  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1466
 JU1466                         *CURRENT SURVEY CONTROL
 JU1466  ______________________________________________________________________
 JU1466* NAD 83(1991) POSITION- 39 42 08.43475(N) 075 34 14.38449(W)   ADJUSTED
 JU1466* NAVD 88 ORTHO HEIGHT -    22.163 (meters)       72.71  (feet) POSTED
 JU1466  ______________________________________________________________________
 JU1466  GEOID HEIGHT    -        -33.003 (meters)                     GEOID18
 JU1466  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 JU1466  DYNAMIC HEIGHT  -         22.15  (meters)       72.7   (feet) COMP
 JU1466  MODELED GRAVITY -    980,169.4   (mgal)                       NAVD 88
 JU1466
 JU1466  HORZ ORDER      -  SECOND
 JU1466  VERT ORDER      -  * POSTED, SEE BELOW
 JU1466
 JU1466.The horizontal coordinates were established by classical geodetic methods
 JU1466.and adjusted by the National Geodetic Survey in January 1992.
 JU1466
 JU1466.The orthometric height was determined by differential leveling
 JU1466.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU1466
 JU1466.* This is a POSTED BENCH MARK height.
 JU1466
 JU1466.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1466.GEOID18 height accuracy estimate available here.
 JU1466
 JU1466.Click photographs - Photos may exist for this station.
 JU1466
 JU1466.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1466
 JU1466.The dynamic height is computed by dividing the NAVD 88
 JU1466.geopotential number by the normal gravity value computed on the
 JU1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1466.degrees latitude (g = 980.6199 gals.).
 JU1466
 JU1466.The modeled gravity was interpolated from observed gravity values.
 JU1466
 JU1466. The following values were computed from the NAD 83(1991) position.
 JU1466
 JU1466;                    North         East     Units Scale Factor Converg.
 JU1466;SPC DE       -   188,992.018   186,792.857   MT  0.99999715   -0 05 54.1
 JU1466;SPC DE       -   620,051.31    612,836.23   sFT  0.99999715   -0 05 54.1
 JU1466;SPC NJ       -    97,016.362    58,184.457   MT  1.00000375   -0 41 02.3
 JU1466;SPC NJ       -   318,294.51    190,893.51   sFT  1.00000375   -0 41 02.3
 JU1466;UTM  18      - 4,394,876.687   451,077.436   MT  0.99962947   -0 21 52.4
 JU1466
 JU1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1466!SPC DE       -   1.00000170  x   0.99999715  =   0.99999885
 JU1466!SPC NJ       -   1.00000170  x   1.00000375  =   1.00000545
 JU1466!UTM  18      -   1.00000170  x   0.99962947  =   0.99963117
 JU1466
 JU1466:                Primary Azimuth Mark                     Grid Az
 JU1466:SPC DE       -  FARN                                     149 25 37.4
 JU1466:SPC NJ       -  FARN                                     150 00 45.6
 JU1466:UTM  18      -  FARN                                     149 41 35.7
 JU1466
 JU1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5107794876(NAD 83)
 JU1466
 JU1466|---------------------------------------------------------------------|
 JU1466| PID    Reference Object                     Distance      Geod. Az  |
 JU1466|                                                           dddmmss.s |
 JU1466| JU3717 WILMINGTON ARTESIAN BLACK TANK      APPROX. 0.5 KM 0064912.3 |
 JU1466| JU3718 WILMINGTON ARTESIAN CHECK TANK      APPROX. 0.5 KM 0090214.9 |
 JU1466| JU1467 GRACELAWN RM 1                       23.080 METERS 03420     |
 JU1466| JU1710 FARN                                APPROX. 0.8 KM 1491943.3 |
 JU1466| JU3715 WILMINGTON STATE HOSP SMALL TK      APPROX. 0.7 KM 2312020.3 |
 JU1466| JU3673 DELAWARE STATE HOSP TALLER TK       APPROX. 0.6 KM 2355458.5 |
 JU1466| JU3714 WILMINGTON ST HOSP SILVER TANK      431.913 METERS 2875543.2 |
 JU1466| JU1465 GRACELAWN RM 2                       27.809 METERS 29557     |
 JU1466|---------------------------------------------------------------------|
 JU1466
 JU1466                          SUPERSEDED SURVEY CONTROL
 JU1466
 JU1466  NAD 83(1986)-  39 42 08.42992(N)    075 34 14.39129(W) AD(       ) 2
 JU1466  NAD 27      -  39 42 08.02080(N)    075 34 15.66460(W) AD(       ) 2
 JU1466  NGVD 29              22.52   (m)           73.9    (f) LEVELING    3  
 JU1466  NGVD 29 (11/26/84)   22.516  (m)           73.87   (f) ADJUSTED    2 0
 JU1466
 JU1466.Superseded values are not recommended for survey control.
 JU1466
 JU1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1466.See file dsdata.pdf to determine how the superseded data were derived.
 JU1466
 JU1466_MARKER: DS = TRIANGULATION STATION DISK
 JU1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1466_STAMPING: GRACELAWN 1958
 JU1466_MARK LOGO: CGS
 JU1466_PROJECTION: FLUSH
 JU1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1466+STABILITY: SURFACE MOTION
 JU1466
 JU1466  HISTORY     - Date     Condition        Report By
 JU1466  HISTORY     - 1958     MONUMENTED       CGS
 JU1466  HISTORY     - 1965     GOOD             CGS
 JU1466  HISTORY     - 1965     GOOD             CGS
 JU1466  HISTORY     - 1973     SEE DESCRIPTION  NGS
 JU1466  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1466  HISTORY     - 19910521 MARK NOT FOUND   USGS
 JU1466  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1466
 JU1466                          STATION DESCRIPTION
 JU1466
 JU1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JU1466'STATION IS LOCATED IN THE MEDIAN STRIP BETWEEN THE NORTHEAST
 JU1466'AND SOUTHWEST BOUND TRAFFIC LANES OF U.S. HIGHWAY NO. 13 AND
 JU1466'NEAR A STEEL ARCH SIGN OVER THE SOUTHWEST BOUND TRAFFIC LANE,
 JU1466'ABOUT 3-1/2 MILES SOUTH OF POST OFFICE IN WILMINGTON, ABOUT
 JU1466'2-1/2 MILES NORTH-NORTHWEST OF DELAWARE MEMORIAL BRIDGE AND
 JU1466'JUST NORTH OF GRACE LAWN CEMETERY.  STATION IS 55 FEET
 JU1466'SOUTH-SOUTHEAST OF APPROXIMATE CENTERLINE OF SOUTHWEST BOUND
 JU1466'TRAFFIC LANE, 67 FEET SOUTH-SOUTHWEST OF A WALNUT TREE AND 23
 JU1466'FEET SOUTHEAST OF A STEEL ARCH SIGN OVER THE SOUTHWEST BOUND
 JU1466'TRAFFIC LANE.  THE MARK IS A STANDARD STATION DISK SET IN A
 JU1466'12X12 INCH CONCRETE MONUMENT, FLUSH WIH THE GROUND AND THE
 JU1466'DISK IS STAMPED GRACELAWN 1958.
 JU1466'
 JU1466'REFERENCE MARK NO. 1 IS 62 FEET SOUTHWEST OF MEDIAN CROSSOVER,
 JU1466'55-1/2 FEET SOUTHEAST OF APPROXIMATE CENTERLINE OF SOUTHWEST
 JU1466'BOUND TRAFFIC LANE AND 28 FEET EAST-SOUTHEAST OF WALNUT
 JU1466'TREE.  THE MARK IS A STANDARD REFERENCE DISK SET IN A 12X12
 JU1466'INCH CONCRETE MONUMENT SET FLUSH WITH THE GROUND AND THE DISK
 JU1466'IS STAMPED GRACELAWN NO 1 1958.
 JU1466'
 JU1466'REFERENCE MARK NO. 2 IS SET IN A DRILL HOLE IN THE NORTHWEST
 JU1466'CONCRETE ABUTMENT OF THE STEEL ARCH SIGN AND 8 FEET SOUTHWEST
 JU1466'OF EDGE OF DRIVEWAY.  THE DISK IS STAMPED GRACELAWN NO 2 1958.
 JU1466'
 JU1466'STATION FARN IS VISIBLE FROM GROUND AND MAY BE USED AS
 JU1466'AZIMUTH MARK.
 JU1466'
 JU1466'TO REACH FROM ADMINISTRATION BUILDING AT NEW CASTLE COUNTY
 JU1466'AIRPORT, GO NORTHEAST ON U.S. HIGHWAYS NO. 13 AND 40 FOR 1.75
 JU1466'MILE TO JUNCTION OF U.S. HIGHWAYS NO. 13 AND 40.  BEAR LEFT
 JU1466'AND FOLLOW U.S. HIGHWAY NO. 13 FOR 0.45 MILE TO OVERHEAD ARCH
 JU1466'SIGN ON LEFT (NORTHWEST SIDE OF NORTHEAST BOUND TRAFFIC LANE)
 JU1466'AND STATION AS DESCRIBED.
 JU1466'
 JU1466'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JU1466
 JU1466                          STATION RECOVERY (1965)
 JU1466
 JU1466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 JU1466'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 JU1466'FOUND IN GOOD CONDITION.
 JU1466'
 JU1466'THE ORIGINAL DESCRIPTION IS INADEQUATE.  A COMPLETE NEW
 JU1466'DESCRIPTION FOLLOWS.
 JU1466'
 JU1466'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF THE
 JU1466'POST OFFICE IN WILMINGTON, 2-1/2 MILES NORTH-NORTHWEST OF THE
 JU1466'DELAWARE MEMORIAL BRIDGE, JUST NORTH-NORTHWEST OF THE
 JU1466'GRACELAWN CEMETERY, IN THE MEDIAN STRIP OF U.S. HIGHWAY 13
 JU1466'AND NEAR A STEEL ARCH OVER THE SOUTHWEST BOUND TRAFFIC LANE
 JU1466'WHICH SUPPORTS ROAD SIGNS.  IT IS 25 FEET EAST-SOUTHEAST OF
 JU1466'THE SOUTHEAST END OF THE STEEL ARCH, 55 FEET SOUTHEAST OF THE
 JU1466'CENTERLINE OF THE SOUTHWEST BOUND TRAFFIC LANE AND 67 FEET
 JU1466'SOUTH-SOUTHWEST OF A WALNUT TREE.  THE MONUMENT IS FLUSH WITH
 JU1466'THE GROUND AND THE DISK IS STAMPED GRACELAWN 1958.  (NOTE
 JU1466'1A, 7A)
 JU1466'
 JU1466'REFERENCE MARK NO. 1 IS 75.72 FEET NORTH-NORTHEAST OF THE
 JU1466'STATION, 62 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A
 JU1466'CROSSOVER, 55-1/2 FEET SOUTHEAST OF THE APPROXIMATE CENTERLINE
 JU1466'OF THE SOUTHWEST BOUND LANE AND 28 FEET EAST-SOUTHEAST OF THE
 JU1466'WALNUT TREE.  THE MONUMENT IS FLUSH WITH THE GROUND AND THE
 JU1466'DISK IS STAMPED GRACELAWN NO 1 1958.
 JU1466'
 JU1466'REFERENCE MARK NO. 2 IS SET IN A DRILL HOLE IN THE NORTHWEST
 JU1466'CONCRETE PIER OF THE STEEL ARCH SUPPORTING THE HIGHWAY SIGNS
 JU1466'AND THE DISK IS STAMPED GRACELAWN NO 2 1958.
 JU1466'
 JU1466'TO REACH FROM THE ADMINISTRATION BUILDING AT THE GREATER
 JU1466'WILMINGTON AIRPORT, GO NORTHEAST ON U.S. HIGHWAYS 13 AND 40
 JU1466'FOR 1.75 MILES TO THEIR JUNCTION.  BEAR LEFT ON HIGHWAY 13
 JU1466'FOR 0.45 MILE TO AN OVERHEAD STEEL ARCH SUPPORTING HIGHWAY
 JU1466'SIGNS, ON THE LEFT AND OVER THE SOUTHWEST BOUND TRAFFIC LANE
 JU1466'AND THE STATION AS DESCRIBED.
 JU1466
 JU1466                          STATION RECOVERY (1965)
 JU1466
 JU1466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JU1466'0.8 MI NE FROM FARNHURST.
 JU1466'0.75 MILE NORTHEAST ALONG U.S. HIGHWAY 13 FROM OVERPASS OVER THE
 JU1466'PENNSYLVANIA RAILROAD AT FARNHURST, IN THE DIVIDING STRIP BETWEEN
 JU1466'LANES OF HIGHWAY, ABOUT 0.1 MILE SOUTHWEST OF ENTRANCE TO GRACE
 JU1466'LAWN CEMETERY AND THE TOP OF A GRADE, 54 FEET SOUTHEAST OF
 JU1466'CENTERLINE OF SOUTHWEST BOUND LANE OF HIGHWAY 13, 55 FEET
 JU1466'SOUTHEAST OF THE CENTERLINE OF THE SOUTHWEST BOUND TRAFFIC LANE,
 JU1466'67 FEET SOUTH-SOUTHWEST OF A 10-INCH WALNUT TREE, 25 FEET
 JU1466'EAST-SOUTHEAST OF THE SOUTHEAST END OF THE STEEL ARCH SUPPORTING
 JU1466'HIGHWAY SIGNS OVER THE SOUTHWEST BOUND LANE AND SET IN THE TOP
 JU1466'OF A CONCRETE POST FLUSH WITH THE GROUND.
 JU1466
 JU1466                          STATION RECOVERY (1973)
 JU1466
 JU1466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 JU1466'THE STATION MARK AND REFERENCE MARK ONE WAS FOUND
 JU1466'DESTROYED.  REFERENCE MARK ONE WAS FOUND IN GOOD CONDITION ACROSS A
 JU1466'VERY BUSY HIGHWAY.  THE STATION MARK AND THE REFERENCE MARK WERE
 JU1466'DESTROYED DURING THE CONSTRUCTION OF A SEWER.  IT WOULD BE
 JU1466'IMPOSSIBLE FOR ONE MAN TO RESTORE THE STATION AT THIS
 JU1466'DATE.  THERE IS A CONSTANT FLOW OF TRAFFIC ON LINE TO THE
 JU1466'REMAINING REFERENCE MARK.
 JU1466'
 JU1466'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU1466'3-1/2 MILES SOUTH OF WILMINGTON.
 JU1466
 JU1466                          STATION RECOVERY (1981)
 JU1466
 JU1466'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1466'MARK NOT FOUND.
 JU1466
 JU1466                          STATION RECOVERY (1991)
 JU1466
 JU1466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1466'MARK NOT FOUND.
 JU1466
 JU1466                          STATION RECOVERY (2013)
 JU1466
 JU1466'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1466'ARCHWAY NO LONGER EXISTS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1467 ***********************************************************************
 JU1467  DESIGNATION -  GRACELAWN RM 1
 JU1467  PID         -  JU1467
 JU1467  STATE/COUNTY-  DE/NEW CASTLE
 JU1467  COUNTRY     -  US
 JU1467  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1467
 JU1467                         *CURRENT SURVEY CONTROL
 JU1467  ______________________________________________________________________
 JU1467* NAD 83(1986) POSITION- 39 42 09.05   (N) 075 34 13.84   (W)   HD_HELD1
 JU1467* NAVD 88 ORTHO HEIGHT -    22.538 (meters)       73.94  (feet) POSTED
 JU1467  ______________________________________________________________________
 JU1467  GEOID HEIGHT    -        -33.003 (meters)                     GEOID18
 JU1467  DYNAMIC HEIGHT  -         22.53  (meters)       73.9   (feet) COMP
 JU1467  MODELED GRAVITY -    980,169.4   (mgal)                       NAVD 88
 JU1467
 JU1467  VERT ORDER      -  * POSTED, SEE BELOW
 JU1467
 JU1467.The horizontal coordinates were determined by differentially corrected
 JU1467.hand held GPS observations or other comparable positioning techniques
 JU1467.and have an estimated accuracy of +/- 3 meters.
 JU1467
 JU1467.The orthometric height was determined by differential leveling
 JU1467.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU1467
 JU1467.* This is a POSTED BENCH MARK height.
 JU1467
 JU1467.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1467.GEOID18 height accuracy estimate available here.
 JU1467
 JU1467.Click photographs - Photos may exist for this station.
 JU1467
 JU1467.The dynamic height is computed by dividing the NAVD 88
 JU1467.geopotential number by the normal gravity value computed on the
 JU1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1467.degrees latitude (g = 980.6199 gals.).
 JU1467
 JU1467.The modeled gravity was interpolated from observed gravity values.
 JU1467
 JU1467;                    North         East    Units  Estimated Accuracy
 JU1467;SPC DE       -   189,011.0     186,805.9     MT  (+/- 3 meters HH1 GPS) 
 JU1467
 JU1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5109094895(NAD 83)
 JU1467
 JU1467                          SUPERSEDED SURVEY CONTROL
 JU1467
 JU1467  NGVD 29 (11/26/84)   22.891  (m)           75.10   (f) ADJUSTED    2 0
 JU1467
 JU1467.Superseded values are not recommended for survey control.
 JU1467
 JU1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1467.See file dsdata.pdf to determine how the superseded data were derived.
 JU1467
 JU1467_MARKER: DR = REFERENCE MARK DISK
 JU1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1467_STAMPING: GRACELAWN NO 1 1958
 JU1467_MARK LOGO: CGS
 JU1467_PROJECTION: FLUSH
 JU1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1467+STABILITY: SURFACE MOTION
 JU1467
 JU1467  HISTORY     - Date     Condition        Report By
 JU1467  HISTORY     - 1958     MONUMENTED       CGS
 JU1467  HISTORY     - 1965     GOOD             CGS
 JU1467  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1467  HISTORY     - 19910521 MARK NOT FOUND   USGS
 JU1467  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1467
 JU1467                          STATION DESCRIPTION
 JU1467
 JU1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU1467'0.8 MI NE FROM FARNHURST.
 JU1467'75.7 FEET NORTHEAST OF TRIANGULATION STATION GRACELAWN, DESCRIBED,
 JU1467'90 1/2 FEET EAST-NORTHEAST OF THE EAST CORNER OF THE CONCRETE
 JU1467'BASE OF A STEEL ARCH ACROSS THE SOUTHWEST BOUND TRAFFIC LANE OF
 JU1467'HIGHWAY 13, 62 FEET SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A
 JU1467'CROSS-OVER ROAD, 55 1/2 FEET SOUTHEAST OF THE CENTERLINE OF THE
 JU1467'SOUTHWEST BOUND TRAFFIC LANE, 28 FEET EAST-SOUTHEAST OF A 10-INCH
 JU1467'WALNUT TREE AND IS SET IN THE TOP OF A CONCRETE MONUMENT FLUSH
 JU1467'WITH THE GROUND.
 JU1467
 JU1467                          STATION RECOVERY (1981)
 JU1467
 JU1467'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1467'MARK NOT FOUND.
 JU1467
 JU1467                          STATION RECOVERY (1991)
 JU1467
 JU1467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1467'MARK NOT FOUND.
 JU1467
 JU1467                          STATION RECOVERY (2013)
 JU1467
 JU1467'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1467'ARCHWAY NO LONGER EXISTS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1465 ***********************************************************************
 JU1465  DESIGNATION -  GRACELAWN RM 2
 JU1465  PID         -  JU1465
 JU1465  STATE/COUNTY-  DE/NEW CASTLE
 JU1465  COUNTRY     -  US
 JU1465  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1465
 JU1465                         *CURRENT SURVEY CONTROL
 JU1465  ______________________________________________________________________
 JU1465* NAD 83(1986) POSITION- 39 42 08.83   (N) 075 34 15.44   (W)   HD_HELD1
 JU1465* NAVD 88 ORTHO HEIGHT -    22.875 (meters)       75.05  (feet) POSTED
 JU1465  ______________________________________________________________________
 JU1465  GEOID HEIGHT    -        -33.003 (meters)                     GEOID18
 JU1465  DYNAMIC HEIGHT  -         22.86  (meters)       75.0   (feet) COMP
 JU1465  MODELED GRAVITY -    980,169.4   (mgal)                       NAVD 88
 JU1465
 JU1465  VERT ORDER      -  * POSTED, SEE BELOW
 JU1465
 JU1465.The horizontal coordinates were determined by differentially corrected
 JU1465.hand held GPS observations or other comparable positioning techniques
 JU1465.and have an estimated accuracy of +/- 3 meters.
 JU1465
 JU1465.The orthometric height was determined by differential leveling
 JU1465.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU1465
 JU1465.* This is a POSTED BENCH MARK height.
 JU1465
 JU1465.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1465.GEOID18 height accuracy estimate available here.
 JU1465
 JU1465.Click photographs - Photos may exist for this station.
 JU1465
 JU1465.The dynamic height is computed by dividing the NAVD 88
 JU1465.geopotential number by the normal gravity value computed on the
 JU1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1465.degrees latitude (g = 980.6199 gals.).
 JU1465
 JU1465.The modeled gravity was interpolated from observed gravity values.
 JU1465
 JU1465;                    North         East    Units  Estimated Accuracy
 JU1465;SPC DE       -   189,004.3     186,767.7     MT  (+/- 3 meters HH1 GPS) 
 JU1465
 JU1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5105294889(NAD 83)
 JU1465
 JU1465                          SUPERSEDED SURVEY CONTROL
 JU1465
 JU1465  NGVD 29 (11/26/84)   23.228  (m)           76.21   (f) ADJUSTED    2 0
 JU1465
 JU1465.Superseded values are not recommended for survey control.
 JU1465
 JU1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1465.See file dsdata.pdf to determine how the superseded data were derived.
 JU1465
 JU1465_MARKER: DR = REFERENCE MARK DISK
 JU1465_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU1465+WITH SETTING: PAVEMENT
 JU1465_SP_SET: SIGN BASE
 JU1465_STAMPING: GRACELAWN NO 2 1958
 JU1465_MARK LOGO: CGS
 JU1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1465+STABILITY: SURFACE MOTION
 JU1465
 JU1465  HISTORY     - Date     Condition        Report By
 JU1465  HISTORY     - 1958     MONUMENTED       CGS
 JU1465  HISTORY     - 1965     GOOD             CGS
 JU1465  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1465  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1465
 JU1465                          STATION DESCRIPTION
 JU1465
 JU1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU1465'0.8 MI NE FROM FARNHURST.
 JU1465'91 FEET WEST-NORTHWEST AND ACROSS SOUTHWEST BOUND LANE OF HIGHWAY
 JU1465'FROM TRAINGULATION STATEION GRACELAWN, DESCRIBED, IN THE TOP OF
 JU1465'THE EAST CORNER OF THE CONRETE BASE OF NORTHWEST END OF STEEL
 JU1465'ARCH SUPPORTING HIGHWAY SIGNS, NEAR THE SOUTH CORNER OF A GULF
 JU1465'SERVICE STATION, 36 FEET NORTHWEST OF CENTERLINE OF SOUTHWEST
 JU1465'BOUND LANE OF HIGHWAY AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
 JU1465
 JU1465                          STATION RECOVERY (1981)
 JU1465
 JU1465'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1465'MARK NOT FOUND.
 JU1465
 JU1465                          STATION RECOVERY (2013)
 JU1465
 JU1465'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1465'ARCHWAY NO LONGER EXISTS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3624 ***********************************************************************
 JU3624  DESIGNATION -  GREEN
 JU3624  PID         -  JU3624
 JU3624  STATE/COUNTY-  DE/NEW CASTLE
 JU3624  COUNTRY     -  US
 JU3624  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3624
 JU3624                         *CURRENT SURVEY CONTROL
 JU3624  ______________________________________________________________________
 JU3624* NAD 83(1991) POSITION- 39 46 09.02776(N) 075 30 16.09509(W)   ADJUSTED
 JU3624* NAVD 88 ORTHO HEIGHT -    68.    (meters)      223.    (feet) SCALED
 JU3624  ______________________________________________________________________
 JU3624  GEOID HEIGHT    -        -32.920 (meters)                     GEOID18
 JU3624  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 JU3624  HORZ ORDER      -  FIRST
 JU3624
 JU3624.The horizontal coordinates were established by classical geodetic methods
 JU3624.and adjusted by the National Geodetic Survey in January 1992.
 JU3624
 JU3624.The orthometric height was scaled from a topographic map.
 JU3624
 JU3624.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3624.GEOID18 height accuracy estimate available here.
 JU3624
 JU3624.Click photographs - Photos may exist for this station.
 JU3624
 JU3624.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3624
 JU3624. The following values were computed from the NAD 83(1991) position.
 JU3624
 JU3624;                    North         East     Units Scale Factor Converg.
 JU3624;SPC DE       -   196,404.590   192,476.913   MT  0.99999570   -0 03 22.2
 JU3624;SPC DE       -   644,370.73    631,484.67   sFT  0.99999570   -0 03 22.2
 JU3624;SPC NJ       -   104,370.419    63,944.037   MT  0.99999114   -0 38 33.3
 JU3624;SPC NJ       -   342,421.95    209,789.73   sFT  0.99999114   -0 38 33.3
 JU3624;SPC PA S     -    50,839.805   792,383.479   MT  1.00002972   +1 27 24.8
 JU3624;SPC PA S     -   166,796.93  2,599,678.13   sFT  1.00002972   +1 27 24.8
 JU3624;UTM  18      - 4,402,260.021   456,793.774   MT  0.99962298   -0 19 21.8
 JU3624
 JU3624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3624!SPC DE       -   0.99999454  x   0.99999570  =   0.99999024
 JU3624!SPC NJ       -   0.99999454  x   0.99999114  =   0.99998568
 JU3624!SPC PA S     -   0.99999454  x   1.00002972  =   1.00002426
 JU3624!UTM  18      -   0.99999454  x   0.99962298  =   0.99961752
 JU3624
 JU3624:                Primary Azimuth Mark                     Grid Az
 JU3624:SPC DE       -  PEDRICKTOWN                              095 58 05.2
 JU3624:SPC NJ       -  PEDRICKTOWN                              096 33 16.3
 JU3624:SPC PA S     -  PEDRICKTOWN                              094 27 18.2
 JU3624:UTM  18      -  PEDRICKTOWN                              096 14 04.8
 JU3624
 JU3624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5679302260(NAD 83)
 JU3624
 JU3624|---------------------------------------------------------------------|
 JU3624| PID    Reference Object                     Distance      Geod. Az  |
 JU3624|                                                           dddmmss.s |
 JU3624| JU3084 AIRWAY BEACON 67                    APPROX.23.5 KM 0795208.9 |
 JU3624| JU3308 PEDRICKTOWN                         APPROX. 8.8 KM 0955443.0 |
 JU3624| JU3266 AIRWAY BEACON 66 B                  APPROX. 8.6 KM 1055604.1 |
 JU3624| CB2030 GREEN RM 1                           24.750 METERS 13744     |
 JU3624| JU3616 MARCUS HOOK REAR RANGE LIGHT        APPROX. 0.8 KM 1714719.7 |
 JU3624| JU3259 DEEPWATER POINT REAR RANGE          APPROX. 7.8 KM 1730507.9 |
 JU3624| JU3684 BELLEVUE FRONT RANGE LIGHT          APPROX. 3.8 KM 1792113.1 |
 JU3624| JU3693 CHRISTINA RIVER S ENT LIGHT         APPROX. 5.9 KM 1904212.4 |
 JU3624| JU3692 BELLEVUE REAR RANGE LIGHT           APPROX. 5.5 KM 1915735.1 |
 JU3624| JU3678 AIRWAY BEACON 66A                   APPROX. 7.6 KM 1962956.9 |
 JU3624| JU3720 NEW CASTLE AIRPORT AWY BCN 65       APPROX.13.7 KM 2115035.4 |
 JU3624| CB2029 GREEN AZ MK                                        2691142.2 |
 JU3624| CB2031 GREEN RM 2                           33.802 METERS 27542     |
 JU3624|---------------------------------------------------------------------|
 JU3624
 JU3624                          SUPERSEDED SURVEY CONTROL
 JU3624
 JU3624  NAD 83(1986)-  39 46 09.02378(N)    075 30 16.09959(W) AD(       ) 1
 JU3624  NAD 27      -  39 46 08.61600(N)    075 30 17.39000(W) AD(       ) 1
 JU3624
 JU3624.Superseded values are not recommended for survey control.
 JU3624
 JU3624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3624.See file dsdata.pdf to determine how the superseded data were derived.
 JU3624
 JU3624_MARKER: DS = TRIANGULATION STATION DISK
 JU3624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3624_STAMPING: GREEN 1933
 JU3624_MARK LOGO: CGS
 JU3624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3624+STABILITY: SURFACE MOTION
 JU3624
 JU3624  HISTORY     - Date     Condition        Report By
 JU3624  HISTORY     - 1933     MONUMENTED       CGS
 JU3624  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3624
 JU3624                          STATION DESCRIPTION
 JU3624
 JU3624'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3624'THIS STATION IS ON PROPERTY OWNED BY A. EARNEST GREEN OF WHITE
 JU3624'CHRYSTAL BEACH, MARYLAND, ABOUT 3 MILES NE OF CENTER OF
 JU3624'WILMINGTON, ALONG THE PHILADELPHIA PIKE (HIGHWAY 13).
 JU3624'
 JU3624'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 JU3624'STANDARD BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1B,
 JU3624'7A, AND 11B.
 JU3624'
 JU3624'REFERENCE MARK NO.1 IS SE OF STATION.  42.5 FEET NW OF CENTER
 JU3624'OF HIGHWAY 13.  26.6 FEET SW OF CINDER ROAD.  THE MARK PROJECTS
 JU3624'2 INCHES.
 JU3624'
 JU3624'REFERENCE MARK NO.2 IS W OF STATION AND ABOUT 40 FEET N OF N
 JU3624'CORNER OF A GRAY STONE GARAGE IN THE W CORNER OF WILL CRUMPS
 JU3624'YARD.  THE MARK PROJECTS 4 INCHES.
 JU3624'
 JU3624'THE AZIMUTH MARK IS W OF STATION.  TO REACH GO SW (TOWARDS
 JU3624'WILMINGTON) FROM STATION TO FIRST PAVED ROAD LEADING TO THE
 JU3624'RIGHT (NW), TAKE THIS ROAD TO RIGHT 0.2 MILE TO MARK.  THE MARK
 JU3624'IS ON THE S SIDE OF THE ROAD JUST N OF A BARB WIRE FENCE.  27
 JU3624'FEET SW OF CENTER OF ROAD AND 102 FEET W OF STONE HOUSE
 JU3624'ACROSS ROAD (W CORNER).  THE MARK PROJECTS 3 INCHES.
 JU3624'
 JU3624'TO REACH FROM WILMINGTON, TAKE HIGHWAY 13 N FROM CENTER OF
 JU3624'TOWN ABOUT 3 MILES OR 0.80 MILE BEYOND THE CROSSING OF SHELL POT
 JU3624'CREEK AT SHELL POT PARK TO TOP OF GRADE OPPOSITE AN OLD BROWN
 JU3624'STUCCO HOUSE ON THE LEFT DIRECTLY ACROSS THE HIGHWAY FROM A NEW
 JU3624'WHITE STUCCO HOUSE.  THERE IS A TRAFFIC POLICE STATION ABOUT 100
 JU3624'YARDS N OF HERE.  THE STATION IS N OF N CORNER OF THE OLD BROWN
 JU3624'STUCCO HOUSE (NOW OCCUPIED BY WILL CRUMP) 48 FEET.  45 FEET SW
 JU3624'OF CINDER ROAD LEADING N BETWEEN THE HOUSE AND THE POLICE
 JU3624'STATION.  121.7 FEET NW FROM CENTER OF HIGHWAY 13.  THE MARK
 JU3624'IS IN THE BACK YARD OF WILL CRUMPS HOUSE AND IS FLUSH WITH THE
 JU3624'GROUND.
 JU3624'
 JU3624'HEIGHT OF SIGNAL ABOVE STATION MARK - 90 FEET.
 JU3624
 JU3624                          STATION RECOVERY (1946)
 JU3624
 JU3624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3624'STATION MARK NOT RECOVERED.  HOUSE OCCUPIED BY WILL CRUMP WAS
 JU3624'RAZED AND NEW BUILDINGS CONSTRUCTED IN 1939.  IT IS BELIEVED
 JU3624'THAT THE STATION MARK WAS REMOVED DURING THIS
 JU3624'CONSTRUCTION.  REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 JU3624'CONDITION.  DUE TO THE FOLLOWING CHANGES A COMPLETE NEW
 JU3624'DESCRIPTION FOR THE REFERENCE MARKS FOLLOW.
 JU3624'
 JU3624'1.  OLD BROWN STUCCO HOUSE ON LEFT IS NOW GONE.
 JU3624'
 JU3624'2.  NEW WHITE STUCCO HOUSE IS NOW GONE.
 JU3624'
 JU3624'3.  CINDER ROAD IS NOW PAVED ROAD AND NAMED SPEER ROAD.
 JU3624'
 JU3624'TO REACH FROM WILMINGTON GO NE ON U.S. 13 (TOWARDS
 JU3624'PHILADELPHIA) TO TOP OF HILL BEYOND SHELL POT CREEK.  SPEER
 JU3624'ROAD LEAVES U.S. 13 TO NW (TO LEFT) OPPOSITE A DELICATESSEN ON
 JU3624'RIGHT.  DELICATESSEN IS A 2-STORY BRICK BUILDING WITH LIVING
 JU3624'QUARTERS IN REAR.  THERE IS A ROW OF SMALL 2-STORY RED BRICK
 JU3624'DWELLINGS ON RIGHT OF U.S. 13 BEFORE REACHING SPEER ROAD.  THERE
 JU3624'IS A DELAWARE STATE POLICE STATION ON LEFT JUST BEYOND SPEER
 JU3624'ROAD.
 JU3624'
 JU3624'REFERENCE MARK 1 IS IN E CORNER OF YARD OF LAST HOUSE OF ROW
 JU3624'OF RED BRICK DWELLINGS, 42.5 FEET NW OF CENTERLINE OF U.S. 13,
 JU3624'26.6 FEET W OF CENTER LINE OF SPEER ROAD, 3 FEET W OF HEDGE
 JU3624'ALONG SPEER ROAD.  1 FOOT NW OF HEDGE ALONG SIDEWALK.
 JU3624'
 JU3624'REFERENCE MARK 2 IS BACK YARD OF HOUSE OF W.G. LADD, FIRST
 JU3624'HOUSE ON LEFT GOING NW ON SPEER ROAD.  IT IS ONE FOOT S OF
 JU3624'HEDGE ALONG NW PROPERTY LINE OF LADDS HOME, 56 FEET SW OF W
 JU3624'CORNER OF W.G. LADDS HOUSE AND 11.2 FEET NW OF N CORNER OF
 JU3624'SCREENED SUMMER HOUSE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1470 ***********************************************************************
 HU1470  DESIGNATION -  GREYERS
 HU1470  PID         -  HU1470
 HU1470  STATE/COUNTY-  DE/SUSSEX
 HU1470  COUNTRY     -  US
 HU1470  USGS QUAD   -  ASSAWOMAN BAY (2016)
 HU1470
 HU1470                         *CURRENT SURVEY CONTROL
 HU1470  ______________________________________________________________________
 HU1470* NAD 83(1991) POSITION- 38 27 05.59935(N) 075 06 27.15819(W)   ADJUSTED
 HU1470* NAVD 88 ORTHO HEIGHT -     2.2   (meters)        7.    (feet) VERTCON3
 HU1470  ______________________________________________________________________
 HU1470  GEOID HEIGHT    -        -35.899 (meters)                     GEOID18
 HU1470  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 HU1470  HORZ ORDER      -  SECOND
 HU1470
 HU1470.The horizontal coordinates were established by classical geodetic methods
 HU1470.and adjusted by the National Geodetic Survey in January 1992.
 HU1470
 HU1470.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1470
 HU1470.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1470.GEOID18 height accuracy estimate available here.
 HU1470
 HU1470.Click photographs - Photos may exist for this station.
 HU1470
 HU1470.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1470
 HU1470. The following values were computed from the NAD 83(1991) position.
 HU1470
 HU1470;                    North         East     Units Scale Factor Converg.
 HU1470;SPC DE       -    50,168.002   226,983.577   MT  1.00000396   +0 11 32.0
 HU1470;SPC DE       -   164,592.85    744,695.29   sFT  1.00000396   +0 11 32.0
 HU1470;SPC MD       -    88,838.028   565,179.074   MT  0.99997709   +1 11 16.0
 HU1470;SPC MD       -   291,462.76  1,854,258.35   sFT  0.99997709   +1 11 16.0
 HU1470;UTM  18      - 4,255,923.435   490,616.118   MT  0.99960108   -0 04 00.8
 HU1470
 HU1470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1470!SPC DE       -   1.00000529  x   1.00000396  =   1.00000925
 HU1470!SPC MD       -   1.00000529  x   0.99997709  =   0.99998238
 HU1470!UTM  18      -   1.00000529  x   0.99960108  =   0.99960637
 HU1470
 HU1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9061655923(NAD 83)
 HU1470
 HU1470|---------------------------------------------------------------------|
 HU1470| PID    Reference Object                     Distance      Geod. Az  |
 HU1470|                                                           dddmmss.s |
 HU1470| HU1471 BOUNDARY MON EW 3 DE MD              45.214 METERS 21256     |
 HU1470| DC7343 GREYERS RM 1                         13.711 METERS 21315     |
 HU1470| HU1472 GREYERS RM 3                        390.592 METERS 22300     |
 HU1470| DC7344 GREYERS RM 2                         13.035 METERS 30818     |
 HU1470|---------------------------------------------------------------------|
 HU1470
 HU1470                          SUPERSEDED SURVEY CONTROL
 HU1470
 HU1470  NAD 83(1986)-  38 27 05.58178(N)    075 06 27.18172(W) AD(       ) 2
 HU1470  NAD 27      -  38 27 05.17182(N)    075 06 28.52180(W) AD(       ) 2
 HU1470  NGVD 29 (07/19/86)    2.4    (m)            8.     (f) VERT ANG       
 HU1470
 HU1470.Superseded values are not recommended for survey control.
 HU1470
 HU1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1470.See file dsdata.pdf to determine how the superseded data were derived.
 HU1470
 HU1470_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1470_STAMPING: GREYERS 1974
 HU1470_MARK LOGO: NGS
 HU1470_PROJECTION: FLUSH
 HU1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1470+STABILITY: SURFACE MOTION
 HU1470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1470+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2012
 HU1470
 HU1470  HISTORY     - Date     Condition        Report By
 HU1470  HISTORY     - 1974     MONUMENTED       NGS
 HU1470  HISTORY     - 1976     GOOD             NGS
 HU1470  HISTORY     - 20080915 GOOD             GEOCAC
 HU1470  HISTORY     - 20120213 GOOD             DELCOS
 HU1470
 HU1470                          STATION DESCRIPTION
 HU1470
 HU1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU1470'THE STATION IS LOCATED ABOUT 2.8 MILES WEST OF FENWICK
 HU1470'ISLAND, 2.4 MILES SOUTHEAST OF JOHNSON, 1.5 MILES
 HU1470'SOUTH-SOUTHEAST OF WILLIAMSVILLE AND ON ROAD RIGHT-OF-WAY.
 HU1470'
 HU1470'TO REACH THE STATION FROM THE JUNCTION OF STATE ROADS 14 AND
 HU1470'54 IN FENWICK ISLAND, GO WEST-NORTHWEST AND SOUTHWEST ON STATE
 HU1470'ROAD 54 FOR 4.15 MILES TO A SIDE ROAD LEFT AND THE SOUND
 HU1470'METHODIST CHURCH ON THE LEFT.  TURN LEFT AND GO SOUTHEAST ON
 HU1470'A PAVED ROAD FOR 0.7 MILE TO A T-ROAD AND A STOP SIGN.  TURN
 HU1470'LEFT AND GO SOUTHEASTERLY ON A PAVED ROAD FOR 0.45 MILE TO A
 HU1470'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHWESTERLY ON A PAVED
 HU1470'ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT.  CONTINUE
 HU1470'SOUTHWESTERLY ON THE PAVED ROAD FOR 0.25 MILE TO REFERENCE
 HU1470'MARK 3 ON THE LEFT.
 HU1470'
 HU1470'STATION MARKS ARE STANDARD DISKS STAMPED GREYERS 1974.  THE
 HU1470'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HU1470'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 HU1470'IS 22 FEET SOUTHEAST OF THE CENTER OF THE PAVED ROAD, 3 FEET
 HU1470'WEST OF A METAL WITNESS POST AND 2 FEET NORTHWEST OF A
 HU1470'FENCE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 HU1470'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 HU1470'
 HU1470'REFERENCE MARK 1, A STANDARD DISK STAMPED GREYERS NO 1 1974,
 HU1470'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1470'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 25 FEET SOUTHEAST OF
 HU1470'THE CENTER OF THE PAVED ROAD AND 1 FOOT NORTHWEST OF THE FENCE.
 HU1470'
 HU1470'REFERENCE MARK 2, A STANDARD DISK STAMPED GREYERS NO 2 1974,
 HU1470'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1470'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 21 FEET
 HU1470'NORTHWEST OF THE CENTER OF THE PAVED ROAD AND 2 FEET
 HU1470'SOUTHEAST OF THE EDGE OF A CULTIVATED FIELD.
 HU1470'
 HU1470'REFERENCE MARK 3, A STANDARD DISK STAMPED GREYERS NO 3 1974,
 HU1470'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1470'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 25
 HU1470'FEET SOUTHEAST OF THE CENTER OF THE PAVED ROAD, 4.2 FEET
 HU1470'SOUTHWEST OF A METAL WITNESS POST AND 2 FEET NORTHWEST OF A
 HU1470'FENCE.  THE MARK SERVES AS AN AZIMUTH MARK.
 HU1470
 HU1470                          STATION RECOVERY (1976)
 HU1470
 HU1470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1470'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HU1470'CONDITION AS DESCRIBED IN THE 1974 DESCRIPTION.  THE DISTANCE
 HU1470'AND DIRECTION TO ALL MARKS CHECKED THE 1974 OBSERVATIONS.
 HU1470'
 HU1470'THE MARYLAND-DELAWARE BOUNDARY MONUMENT NUMBER 3 WAS ESTABLISHED
 HU1470'AT THIS DATE.
 HU1470'
 HU1470'THE SURFACE MARK IS A MARYLAND-DELAWARE BOUNDARY DISK STAMPED E-W
 HU1470'NO. 3 1976, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT
 HU1470'PROJECTING 8-INCHES.  THE SUB-SURFACE MARKER IS A STANDARD
 HU1470'NATIONAL GEODETIC SURVEY TRIANGULATION STATION DISK STAMPED E-W
 HU1470'NO. 3 1976, SET IN A 12-INCH MASS OF CONCRETE 42-INCHES BELOW THE
 HU1470'SURFACE.  THEY ARE 145 FEET SOUTHWEST OF A GAP IN A
 HU1470'NORTHEAST-SOUTHWEST FENCE LINE, 24 FEET SOUTHEAST OF THE CENTER
 HU1470'OF THE ROAD, 2 FEET NORTHWEST OF THE FENCE, AND 1.3 FEET
 HU1470'NORTHWEST OF A WITNESS POST.
 HU1470'
 HU1470'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1470'1-1/2 MILES SOUTH OF WILLIAMSVILLE.
 HU1470
 HU1470                          STATION RECOVERY (2008)
 HU1470
 HU1470'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 HU1470'RECOVERED IN GOOD CONDITION.
 HU1470
 HU1470                          STATION RECOVERY (2012)
 HU1470
 HU1470'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU1470'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1355 ***********************************************************************
 HU1355  DESIGNATION -  GROIN
 HU1355  PID         -  HU1355
 HU1355  STATE/COUNTY-  DE/SUSSEX
 HU1355  COUNTRY     -  US
 HU1355  USGS QUAD   -  LEWES (2016)
 HU1355
 HU1355                         *CURRENT SURVEY CONTROL
 HU1355  ______________________________________________________________________
 HU1355* NAD 83(1991) POSITION- 38 48 37.70901(N) 075 11 37.75989(W)   ADJUSTED
 HU1355* NAVD 88 ORTHO HEIGHT -     2.9   (meters)       10.    (feet) VERTCON3
 HU1355  ______________________________________________________________________
 HU1355  GEOID HEIGHT    -        -35.577 (meters)                     GEOID18
 HU1355  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 HU1355  HORZ ORDER      -  SECOND
 HU1355
 HU1355.The horizontal coordinates were established by classical geodetic methods
 HU1355.and adjusted by the National Geodetic Survey in January 1992.
 HU1355
 HU1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1355
 HU1355.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1355.GEOID18 height accuracy estimate available here.
 HU1355
 HU1355.Click photographs - Photos may exist for this station.
 HU1355
 HU1355.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1355
 HU1355. The following values were computed from the NAD 83(1991) position.
 HU1355
 HU1355;                    North         East     Units Scale Factor Converg.
 HU1355;SPC DE       -    89,989.210   219,355.523   MT  0.99999961   +0 08 22.8
 HU1355;SPC DE       -   295,239.60    719,668.91   sFT  0.99999961   +0 08 22.8
 HU1355;UTM  18      - 4,295,762.941   483,171.907   MT  0.99960349   -0 07 17.3
 HU1355
 HU1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1355!SPC DE       -   1.00000513  x   0.99999961  =   1.00000474
 HU1355!UTM  18      -   1.00000513  x   0.99960349  =   0.99960862
 HU1355
 HU1355:                Primary Azimuth Mark                     Grid Az
 HU1355:SPC DE       -  CURVE                                    294 07 40.6
 HU1355:UTM  18      -  CURVE                                    294 23 20.7
 HU1355
 HU1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8317195762(NAD 83)
 HU1355
 HU1355|---------------------------------------------------------------------|
 HU1355| PID    Reference Object                     Distance      Geod. Az  |
 HU1355|                                                           dddmmss.s |
 HU1355| HU1356 CURVE                               APPROX. 2.5 KM 2941603.4 |
 HU1355|---------------------------------------------------------------------|
 HU1355
 HU1355                          SUPERSEDED SURVEY CONTROL
 HU1355
 HU1355  NAD 83(1986)-  38 48 37.69751(N)    075 11 37.76817(W) AD(       ) 2
 HU1355  NAD 27      -  38 48 37.29300(N)    075 11 39.10140(W) AD(       ) 2
 HU1355  NGVD 29 (07/19/86)    3.1    (m)           10.     (f) VERT ANG       
 HU1355
 HU1355.Superseded values are not recommended for survey control.
 HU1355
 HU1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1355.See file dsdata.pdf to determine how the superseded data were derived.
 HU1355
 HU1355_MARKER: DE = TRAVERSE STATION DISK
 HU1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1355_STAMPING: GROIN 1970
 HU1355_MARK LOGO: CGS
 HU1355_PROJECTION: FLUSH
 HU1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1355+STABILITY: SURFACE MOTION
 HU1355
 HU1355  HISTORY     - Date     Condition        Report By
 HU1355  HISTORY     - 1970     MONUMENTED       NGS
 HU1355  HISTORY     - 1980     GOOD             LOCENG
 HU1355
 HU1355                          STATION DESCRIPTION
 HU1355
 HU1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1355'STATION IS LOCATED NEAR THE SOUTH END OF BROADKILL BEACH,
 HU1355'ABOUT 2.2 MILES NORTHWEST OF ROOSEVELT INLET, 1.6 MILES
 HU1355'SOUTHEAST OF THE MAIN T INTERSECTION AT BROADKILL BEACH, 1.0
 HU1355'MILE EAST OF A VOR, 0.2 MILE SOUTH OF A WOODED AREA OPPOSITE
 HU1355'A WHITE TRAILER ON THE BEACH, AND 0.2 MILE SOUTH OF THE OLD
 HU1355'BROADKILL RIVER JETTY.  IT IS 113.0 FEET SOUTHWEST OF MEAN
 HU1355'HIGH - WATER LINE, AND 41.0 FEET NORTHEAST OF CENTERLINE OF
 HU1355'A DIRT ROAD.  STATION IS A STANDARD TRAVERSE DISK, STAMPED
 HU1355'GROIN 1970, SET IN TOP OF A TEN INCH ROUND CONCRETE MONUMENT
 HU1355'THAT IS FLUSH WITH THE GROUND.
 HU1355'
 HU1355'REFERENCE MARK 1 IS 183.0 FEET NORTHEAST OF EAST BANK OF A
 HU1355'SMALL DITCH, AND 43.5 FEET SOUTHWEST OF CENTERLINE OF A DIRT
 HU1355'ROAD.  IT IS A STANDARD REFERENCE MARK DISK, STAMPED GROIN NO
 HU1355'1 1970, SET IN TOP OF A 9 INCH SQUARE CONCRETE MONUMENT THAT
 HU1355'IS FLUSH WITH THE GROUND.
 HU1355
 HU1355                          STATION RECOVERY (1980)
 HU1355
 HU1355'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (WW)
 HU1355'RECOVERD BY VANDEMARK AND LYNCH INC.
 HU1355'
 HU1355'GROIN - 1970 RECOVERED GOOD.
 HU1355'
 HU1355'GROIN NO. 1 - 1970 RECOVERED GOOD.
 HU1355'
 HU1355'STATION AND REFERENCE MARK ADEQUATLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0344 ***********************************************************************
 HU0344  DESIGNATION -  GUMBORO
 HU0344  PID         -  HU0344
 HU0344  STATE/COUNTY-  DE/SUSSEX
 HU0344  COUNTRY     -  US
 HU0344  USGS QUAD   -  WHALEYVILLE (2016)
 HU0344
 HU0344                         *CURRENT SURVEY CONTROL
 HU0344  ______________________________________________________________________
 HU0344* NAD 83(2011) POSITION- 38 28 58.61702(N) 075 21 53.59570(W)   ADJUSTED
 HU0344* NAD 83(2011) ELLIP HT-   -21.992 (meters)        (12/20/17)   ADJUSTED
 HU0344* NAD 83(2011) EPOCH   -  2010.00
 HU0344* NAVD 88 ORTHO HEIGHT -    13.816 (meters)       45.33  (feet) ADJUSTED
 HU0344  ______________________________________________________________________
 HU0344  GEOID HEIGHT    -        -35.804 (meters)                     GEOID18
 HU0344  NAD 83(2011) X  -  1,263,117.229 (meters)                     COMP
 HU0344  NAD 83(2011) Y  - -4,837,027.710 (meters)                     COMP
 HU0344  NAD 83(2011) Z  -  3,947,534.260 (meters)                     COMP
 HU0344  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 HU0344  DYNAMIC HEIGHT  -         13.807 (meters)       45.30  (feet) COMP
 HU0344  MODELED GRAVITY -    980,015.7   (mgal)                       NAVD 88
 HU0344
 HU0344  VERT ORDER      -  SECOND    CLASS 0
 HU0344
 HU0344  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU0344  Standards:
 HU0344         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU0344            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU0344  -------------------------------------------------------------------
 HU0344  NETWORK    0.95   0.90           0.42   0.35   0.46     -0.14211780
 HU0344  -------------------------------------------------------------------
 HU0344  Click here for local accuracies and other accuracy information.
 HU0344
 HU0344.The horizontal coordinates were established by GPS observations
 HU0344.and adjusted by the MASER CONSULTING in December 2017.
 HU0344
 HU0344.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU0344.been affixed to the stable North American tectonic plate. See 
 HU0344.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU0344
 HU0344.The horizontal coordinates are valid at the epoch date displayed above
 HU0344.which is a decimal equivalence of Year/Month/Day.
 HU0344
 HU0344.The orthometric height was determined by differential leveling and
 HU0344.adjusted by the NATIONAL GEODETIC SURVEY
 HU0344.in June 1991.
 HU0344
 HU0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0344.GEOID18 height accuracy estimate available here.
 HU0344
 HU0344.Click photographs - Photos may exist for this station.
 HU0344
 HU0344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU0344
 HU0344.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU0344
 HU0344.The ellipsoidal height was determined by GPS observations
 HU0344.and is referenced to NAD 83.
 HU0344
 HU0344.The dynamic height is computed by dividing the NAVD 88
 HU0344.geopotential number by the normal gravity value computed on the
 HU0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0344.degrees latitude (g = 980.6199 gals.).
 HU0344
 HU0344.The modeled gravity was interpolated from observed gravity values.
 HU0344
 HU0344. The following values were computed from the NAD 83(2011) position.
 HU0344
 HU0344;                    North         East     Units Scale Factor Converg.
 HU0344;SPC DE       -    53,608.869   204,517.865   MT  0.99999525   +0 01 56.0
 HU0344;SPC DE       -   175,881.76    670,989.03   sFT  0.99999525   +0 01 56.0
 HU0344;SPC MD       -    91,888.275   542,657.538   MT  0.99997321   +1 01 34.5
 HU0344;SPC MD       -   301,470.12  1,780,368.94   sFT  0.99997321   +1 01 34.5
 HU0344;UTM  18      - 4,259,464.505   468,175.021   MT  0.99961247   -0 13 37.4
 HU0344
 HU0344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0344!SPC DE       -   1.00000345  x   0.99999525  =   0.99999870
 HU0344!SPC MD       -   1.00000345  x   0.99997321  =   0.99997666
 HU0344!UTM  18      -   1.00000345  x   0.99961247  =   0.99961592
 HU0344
 HU0344:                Primary Azimuth Mark                     Grid Az
 HU0344:SPC DE       -  GUMBORO AZ MK                            193 48 19.3
 HU0344:SPC MD       -  GUMBORO AZ MK                            192 48 40.8
 HU0344:UTM  18      -  GUMBORO AZ MK                            194 03 52.7
 HU0344
 HU0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6817559464(NAD 83)
 HU0344
 HU0344|---------------------------------------------------------------------|
 HU0344| PID    Reference Object                     Distance      Geod. Az  |
 HU0344|                                                           dddmmss.s |
 HU0344| HU0346 GUMBORO RM 1                         32.614 METERS 02542     |
 HU0344| HU1542 SELBYVILLE MUNICIPAL TANK           APPROX.12.4 KM 1032741.6 |
 HU0344| HU0345 GUMBORO RM 2                         40.337 METERS 12012     |
 HU0344| HU1529 BERLIN STANDPIPE                    APPROX.21.5 KM 1432239.5 |
 HU0344| HU0343 GUMBORO AZ MK                                      1935015.3 |
 HU0344|---------------------------------------------------------------------|
 HU0344
 HU0344                          SUPERSEDED SURVEY CONTROL
 HU0344
 HU0344  NAD 83(1991)-  38 28 58.61340(N)    075 21 53.59383(W) AD(       ) 2
 HU0344  NAD 83(1986)-  38 28 58.60068(N)    075 21 53.61625(W) AD(       ) 2
 HU0344  NAD 27      -  38 28 58.18700(N)    075 21 54.92100(W) AD(       ) 2
 HU0344  NGVD 29              14.19   (m)           46.6    (f) LEVELING    3  
 HU0344  NGVD 29 (11/26/84)   14.056  (m)           46.12   (f) ADJUSTED    2 0
 HU0344
 HU0344.Superseded values are not recommended for survey control.
 HU0344
 HU0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0344.See file dsdata.pdf to determine how the superseded data were derived.
 HU0344
 HU0344_MARKER: DS = TRIANGULATION STATION DISK
 HU0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0344_STAMPING: GUMBORO 1942
 HU0344_MARK LOGO: CGS
 HU0344_PROJECTION: FLUSH
 HU0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0344+STABILITY: SURFACE MOTION
 HU0344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0344+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2013
 HU0344
 HU0344  HISTORY     - Date     Condition        Report By
 HU0344  HISTORY     - 1942     MONUMENTED       CGS
 HU0344  HISTORY     - 1943     GOOD             CGS
 HU0344  HISTORY     - 1965     GOOD             CGS
 HU0344  HISTORY     - 1981     GOOD             UDE
 HU0344  HISTORY     - 20130614 GOOD             DELCOS
 HU0344
 HU0344                          STATION DESCRIPTION
 HU0344
 HU0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL)
 HU0344'THE STATION IS LOCATED IN THE SCHOOLHOUSE YARD (SW CORNER) IN
 HU0344'THE VILLAGE OF GUMBORO.  IT IS 87 FEET W OF THE SW CORNER OF THE
 HU0344'SCHOOL BUILDING, 72 FEET E OF TELEPHONE POLE NO.136.  IT IS
 HU0344'STAMPED GUMBORO 1942 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 HU0344'
 HU0344'SURFACE, UNDERGROUND, AND REFERENCE MARK NO.2 ARE STANDARD
 HU0344'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 HU0344'
 HU0344'REFERENCE MARK NO.1 IS N OF THE STATION.  IT IS A STANDARD DISK
 HU0344'SET IN A DRILL HOLE IN A 3- BY 3-FOOT CONCRETE BASE OF THE
 HU0344'SCHOOLHOUSE FLAGPOLE.  IT IS STAMPED GUMBORO NO.1 1942.
 HU0344'
 HU0344'REFERENCE MARK NO.2 IS SE OF THE STATION.  IT IS 1 FOOT N OF A
 HU0344'FENCE LINE, 88.5 FEET S OF THE SE CORNER OF THE SCHOOL BUILDING
 HU0344'AND IS STAMPED GUMBORO NO.2 1942, PROJECTS 4 INCHES.
 HU0344'
 HU0344'THE AZIMUTH MARK IS 0.4 MILE S OF THE STATION.  IT IS 21 FEET
 HU0344'W OF THE CENTER OF STATE HIGHWAY 26.  IT IS A STANDARD DISK SET IN
 HU0344'THE E END OF A CONCRETE ABUTMENT 8 INCHES WIDE AND 5 FEET LONG AND
 HU0344'IS STAMPED GUMBORO 1942.
 HU0344'
 HU0344'A 116-FOOT TOWER IS NEEDED TO SEE A 103-FOOT LIGHT AT MORRIS 1932.
 HU0344'
 HU0344'A 90-FOOT TOWER IS NEEDED TO SEE A 126-FOOT LIGHT AT BERLIN 1932.
 HU0344
 HU0344                          STATION RECOVERY (1943)
 HU0344
 HU0344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 HU0344'AT GUMBORO.
 HU0344'AT GUMBORO, SUSSEX COUNTY, ON STATE HIGHWAY 26, AT THE BRICK
 HU0344'SCHOOL, IN THE SOUTHWEST CORNER OF THE LAWN, 87.6 FEET SOUTHWEST
 HU0344'OF THE SOUTHWEST CORNER OF THE BUILDING, AND 52.3 FEET EAST OF
 HU0344'THE CENTERLINE OF THE HIGHWAY.  A STANDARD TRIANGULATION-STATION
 HU0344'DISK, STAMPED GUMBORO 1942 AND SET IN THE TOP OF A CONCRETE POST
 HU0344'ABOUT FLUSH WITH THE GROUND.
 HU0344
 HU0344                          STATION RECOVERY (1965)
 HU0344
 HU0344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 HU0344'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 HU0344'FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED
 HU0344'AND IT IS BELIEVED THAT THE MARK WAS DESTROYED BY HIGHWAY
 HU0344'IMPROVEMENTS AS EVEN THE CONCRETE ABUTMENT WAS NOT RECOVERED.
 HU0344
 HU0344                          STATION RECOVERY (1981)
 HU0344
 HU0344'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0344'RECOVERED IN GOOD CONDITION.
 HU0344
 HU0344                          STATION RECOVERY (2013)
 HU0344
 HU0344'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0344'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0343 ***********************************************************************
 HU0343  DESIGNATION -  GUMBORO AZ MK
 HU0343  PID         -  HU0343
 HU0343  STATE/COUNTY-  DE/SUSSEX
 HU0343  COUNTRY     -  US
 HU0343  USGS QUAD   -  WHALEYVILLE (2016)
 HU0343
 HU0343                         *CURRENT SURVEY CONTROL
 HU0343  ______________________________________________________________________
 HU0343* NAD 83(1986) POSITION- 38 28 34.     (N) 075 22 02.     (W)   SCALED
 HU0343* NAVD 88 ORTHO HEIGHT -    13.012 (meters)       42.69  (feet) ADJUSTED
 HU0343  ______________________________________________________________________
 HU0343  GEOID HEIGHT    -        -35.811 (meters)                     GEOID18
 HU0343  DYNAMIC HEIGHT  -         13.004 (meters)       42.66  (feet) COMP
 HU0343  MODELED GRAVITY -    980,015.2   (mgal)                       NAVD 88
 HU0343
 HU0343  VERT ORDER      -  SECOND    CLASS 0
 HU0343
 HU0343.The horizontal coordinates were scaled from a map and have
 HU0343.an estimated accuracy of +/- 6 seconds.
 HU0343
 HU0343.The orthometric height was determined by differential leveling and
 HU0343.adjusted by the NATIONAL GEODETIC SURVEY
 HU0343.in June 1991.
 HU0343
 HU0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0343.GEOID18 height accuracy estimate available here.
 HU0343
 HU0343.Click photographs - Photos may exist for this station.
 HU0343
 HU0343.The dynamic height is computed by dividing the NAVD 88
 HU0343.geopotential number by the normal gravity value computed on the
 HU0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0343.degrees latitude (g = 980.6199 gals.).
 HU0343
 HU0343.The modeled gravity was interpolated from observed gravity values.
 HU0343
 HU0343;                    North         East    Units  Estimated Accuracy
 HU0343;SPC DE       -    52,850.      204,320.      MT  (+/- 180 meters Scaled)
 HU0343
 HU0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH679587(NAD 83)
 HU0343
 HU0343                          SUPERSEDED SURVEY CONTROL
 HU0343
 HU0343  NGVD 29 (11/26/84)   13.253  (m)           43.48   (f) ADJUSTED    2 0
 HU0343
 HU0343.Superseded values are not recommended for survey control.
 HU0343
 HU0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0343.See file dsdata.pdf to determine how the superseded data were derived.
 HU0343
 HU0343_MARKER: DZ = AZIMUTH MARK DISK
 HU0343_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HU0343_SP_SET: CULVERT HEADWALL
 HU0343_STAMPING: GUMBORO 1942
 HU0343_MARK LOGO: CGS
 HU0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0343+STABILITY: SURFACE MOTION
 HU0343
 HU0343  HISTORY     - Date     Condition        Report By
 HU0343  HISTORY     - 1942     MONUMENTED       CGS
 HU0343  HISTORY     - 19950808 GOOD             USPSQD
 HU0343  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0343
 HU0343                          STATION DESCRIPTION
 HU0343
 HU0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0343'AT GUMBORO.
 HU0343'AT GUMBORO, SUSSEX COUNTY, 0.4 MILE SOUTH ALONG STATE HIGHWAY 26
 HU0343'FROM THE SCHOOL, ABOUT 250 FEET SOUTH OF THE JUNCTION OF A TAR
 HU0343'ROAD, NEAR A SMALL 2-STORY HOUSE, AT A CONCRETE CULVERT UNDER
 HU0343'THE DRIVEWAY TO THE HOUSE AND IN THE WEST END OF THE NORTH HEADWALL.
 HU0343'A STANDARD AZIMUTH-MARK DISK, STAMPED GUMBORO 1942.
 HU0343
 HU0343                          STATION RECOVERY (1995)
 HU0343
 HU0343'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU0343'RECOVERED IN GOOD CONDITION.
 HU0343
 HU0343                          STATION RECOVERY (2013)
 HU0343
 HU0343'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0343'CULVERT NO LONGER EXISTS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0346 ***********************************************************************
 HU0346  DESIGNATION -  GUMBORO RM 1
 HU0346  PID         -  HU0346
 HU0346  STATE/COUNTY-  DE/SUSSEX
 HU0346  COUNTRY     -  US
 HU0346  USGS QUAD   -  WHALEYVILLE (2016)
 HU0346
 HU0346                         *CURRENT SURVEY CONTROL
 HU0346  ______________________________________________________________________
 HU0346* NAD 83(1986) POSITION- 38 28 59.56   (N) 075 21 53.01   (W)   HD_HELD1
 HU0346* NAVD 88 ORTHO HEIGHT -    14.322 (meters)       46.99  (feet) ADJUSTED
 HU0346  ______________________________________________________________________
 HU0346  GEOID HEIGHT    -        -35.804 (meters)                     GEOID18
 HU0346  DYNAMIC HEIGHT  -         14.313 (meters)       46.96  (feet) COMP
 HU0346  MODELED GRAVITY -    980,015.7   (mgal)                       NAVD 88
 HU0346
 HU0346  VERT ORDER      -  SECOND    CLASS 0
 HU0346
 HU0346.The horizontal coordinates were determined by differentially corrected
 HU0346.hand held GPS observations or other comparable positioning techniques
 HU0346.and have an estimated accuracy of +/- 3 meters.
 HU0346
 HU0346.The orthometric height was determined by differential leveling and
 HU0346.adjusted by the NATIONAL GEODETIC SURVEY
 HU0346.in June 1991.
 HU0346
 HU0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0346.GEOID18 height accuracy estimate available here.
 HU0346
 HU0346.Click photographs - Photos may exist for this station.
 HU0346
 HU0346.The dynamic height is computed by dividing the NAVD 88
 HU0346.geopotential number by the normal gravity value computed on the
 HU0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0346.degrees latitude (g = 980.6199 gals.).
 HU0346
 HU0346.The modeled gravity was interpolated from observed gravity values.
 HU0346
 HU0346;                    North         East    Units  Estimated Accuracy
 HU0346;SPC DE       -    53,638.0     204,532.0     MT  (+/- 3 meters HH1 GPS) 
 HU0346
 HU0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6818959493(NAD 83)
 HU0346
 HU0346                          SUPERSEDED SURVEY CONTROL
 HU0346
 HU0346  NGVD 29 (11/26/84)   14.562  (m)           47.78   (f) ADJUSTED    2 0
 HU0346
 HU0346.Superseded values are not recommended for survey control.
 HU0346
 HU0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0346.See file dsdata.pdf to determine how the superseded data were derived.
 HU0346
 HU0346_MARKER: DR = REFERENCE MARK DISK
 HU0346_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HU0346+WITH SETTING: PAVEMENT
 HU0346_SP_SET: FLAGPOLE BASE
 HU0346_STAMPING: GUMBORO NO 1 1942
 HU0346_MARK LOGO: CGS
 HU0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0346+STABILITY: SURFACE MOTION
 HU0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0346+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2013
 HU0346
 HU0346  HISTORY     - Date     Condition        Report By
 HU0346  HISTORY     - 1942     MONUMENTED       CGS
 HU0346  HISTORY     - 1943     GOOD             CGS
 HU0346  HISTORY     - 1981     GOOD             UDE
 HU0346  HISTORY     - 19950718 GOOD             USPSQD
 HU0346  HISTORY     - 20130611 GOOD             DELCOS
 HU0346
 HU0346                          STATION DESCRIPTION
 HU0346
 HU0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HU0346'AT GUMBORO.
 HU0346'AT GUMBORO, SUSSEX COUNTY, AT THE BRICK SCHOOL, AND IN THE BASE OF
 HU0346'THE FLAGPOLE.  A STANDARD REFERENCE MARK DISK, STAMPED GUMBORO
 HU0346'NO. 1 1942.
 HU0346
 HU0346                          STATION RECOVERY (1981)
 HU0346
 HU0346'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0346'RECOVERED IN GOOD CONDITION.
 HU0346
 HU0346                          STATION RECOVERY (1995)
 HU0346
 HU0346'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU0346'RECOVERED IN GOOD CONDITION.
 HU0346
 HU0346                          STATION RECOVERY (2013)
 HU0346
 HU0346'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0346'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0345 ***********************************************************************
 HU0345  DESIGNATION -  GUMBORO RM 2
 HU0345  PID         -  HU0345
 HU0345  STATE/COUNTY-  DE/SUSSEX
 HU0345  COUNTRY     -  US
 HU0345  USGS QUAD   -  WHALEYVILLE (2016)
 HU0345
 HU0345                         *CURRENT SURVEY CONTROL
 HU0345  ______________________________________________________________________
 HU0345* NAD 83(1986) POSITION- 38 28 57.96   (N) 075 21 52.15   (W)   HD_HELD1
 HU0345* NAVD 88 ORTHO HEIGHT -    13.544 (meters)       44.44  (feet) ADJUSTED
 HU0345  ______________________________________________________________________
 HU0345  GEOID HEIGHT    -        -35.804 (meters)                     GEOID18
 HU0345  DYNAMIC HEIGHT  -         13.535 (meters)       44.41  (feet) COMP
 HU0345  MODELED GRAVITY -    980,015.7   (mgal)                       NAVD 88
 HU0345
 HU0345  VERT ORDER      -  SECOND    CLASS 0
 HU0345
 HU0345.The horizontal coordinates were determined by differentially corrected
 HU0345.hand held GPS observations or other comparable positioning techniques
 HU0345.and have an estimated accuracy of +/- 3 meters.
 HU0345
 HU0345.The orthometric height was determined by differential leveling and
 HU0345.adjusted by the NATIONAL GEODETIC SURVEY
 HU0345.in June 1991.
 HU0345
 HU0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0345.GEOID18 height accuracy estimate available here.
 HU0345
 HU0345.Click photographs - Photos may exist for this station.
 HU0345
 HU0345.The dynamic height is computed by dividing the NAVD 88
 HU0345.geopotential number by the normal gravity value computed on the
 HU0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0345.degrees latitude (g = 980.6199 gals.).
 HU0345
 HU0345.The modeled gravity was interpolated from observed gravity values.
 HU0345
 HU0345;                    North         East    Units  Estimated Accuracy
 HU0345;SPC DE       -    53,588.6     204,552.9     MT  (+/- 3 meters HH1 GPS) 
 HU0345
 HU0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6820959444(NAD 83)
 HU0345
 HU0345                          SUPERSEDED SURVEY CONTROL
 HU0345
 HU0345  NGVD 29 (11/26/84)   13.784  (m)           45.22   (f) ADJUSTED    2 0
 HU0345
 HU0345.Superseded values are not recommended for survey control.
 HU0345
 HU0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0345.See file dsdata.pdf to determine how the superseded data were derived.
 HU0345
 HU0345_MARKER: DR = REFERENCE MARK DISK
 HU0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0345_STAMPING: GUMBORO NO 2 1942
 HU0345_MARK LOGO: CGS
 HU0345_PROJECTION: PROJECTING 10 CENTIMETERS
 HU0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0345+STABILITY: SURFACE MOTION
 HU0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0345+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2013
 HU0345
 HU0345  HISTORY     - Date     Condition        Report By
 HU0345  HISTORY     - 1942     MONUMENTED       CGS
 HU0345  HISTORY     - 1943     GOOD             CGS
 HU0345  HISTORY     - 1981     GOOD             UDE
 HU0345  HISTORY     - 19950808 GOOD             USPSQD
 HU0345  HISTORY     - 20130611 GOOD             DELCOS
 HU0345
 HU0345                          STATION DESCRIPTION
 HU0345
 HU0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HU0345'AT GUMBORO.
 HU0345'AT GUMBORO, SUSSEX COUNTY, AT THE BRICK SCHOOL, 1 FOOT NORTH OF
 HU0345'THE SOUTH FENCE, AND ABOUT 100 FEET SOUTHEAST OF TRIANGULATION
 HU0345'STATION GUMBORO, DESCRIBED ABOVE.  A STANDARD REFERENCE-MARK
 HU0345'DISK, STAMPED GUMBORO NO 2 1942 AND SET IN THE TOP OF A CONCRETE
 HU0345'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 HU0345
 HU0345                          STATION RECOVERY (1981)
 HU0345
 HU0345'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0345'RECOVERED IN GOOD CONDITION.
 HU0345
 HU0345                          STATION RECOVERY (1995)
 HU0345
 HU0345'RECOVERY NOTE BY US POWER SQUADRON 1995
 HU0345'RECOVERED IN GOOD CONDITION.
 HU0345
 HU0345                          STATION RECOVERY (2013)
 HU0345
 HU0345'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0345'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1295 ***********************************************************************
 JU1295  DESIGNATION -  H 12
 JU1295  PID         -  JU1295
 JU1295  STATE/COUNTY-  DE/KENT
 JU1295  COUNTRY     -  US
 JU1295  USGS QUAD   -  WYOMING (2016)
 JU1295
 JU1295                         *CURRENT SURVEY CONTROL
 JU1295  ______________________________________________________________________
 JU1295* NAD 83(1986) POSITION- 39 04 36.     (N) 075 36 35.     (W)   SCALED
 JU1295* NAVD 88 ORTHO HEIGHT -    18.101 (meters)       59.39  (feet) ADJUSTED
 JU1295  ______________________________________________________________________
 JU1295  GEOID HEIGHT    -        -34.566 (meters)                     GEOID18
 JU1295  DYNAMIC HEIGHT  -         18.091 (meters)       59.35  (feet) COMP
 JU1295  MODELED GRAVITY -    980,069.5   (mgal)                       NAVD 88
 JU1295
 JU1295  VERT ORDER      -  SECOND    CLASS 0
 JU1295
 JU1295.The horizontal coordinates were scaled from a map and have
 JU1295.an estimated accuracy of +/- 6 seconds.
 JU1295
 JU1295.The orthometric height was determined by differential leveling and
 JU1295.adjusted by the NATIONAL GEODETIC SURVEY
 JU1295.in June 1991.
 JU1295
 JU1295.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1295.GEOID18 height accuracy estimate available here.
 JU1295
 JU1295.Click photographs - Photos may exist for this station.
 JU1295
 JU1295.The dynamic height is computed by dividing the NAVD 88
 JU1295.geopotential number by the normal gravity value computed on the
 JU1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1295.degrees latitude (g = 980.6199 gals.).
 JU1295
 JU1295.The modeled gravity was interpolated from observed gravity values.
 JU1295
 JU1295;                    North         East    Units  Estimated Accuracy
 JU1295;SPC DE       -   119,530.      183,290.      MT  (+/- 180 meters Scaled)
 JU1295
 JU1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ472254(NAD 83)
 JU1295
 JU1295                          SUPERSEDED SURVEY CONTROL
 JU1295
 JU1295  NGVD 29 (11/26/84)   18.339  (m)           60.17   (f) ADJUSTED    2 0
 JU1295
 JU1295.Superseded values are not recommended for survey control.
 JU1295
 JU1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1295.See file dsdata.pdf to determine how the superseded data were derived.
 JU1295
 JU1295_MARKER: DB = BENCH MARK DISK
 JU1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1295_STAMPING: H 12 1942
 JU1295_MARK LOGO: CGS
 JU1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1295+STABILITY: SURFACE MOTION
 JU1295
 JU1295  HISTORY     - Date     Condition        Report By
 JU1295  HISTORY     - 1942     MONUMENTED       CGS
 JU1295  HISTORY     - 19910701 MARK NOT FOUND   USGS
 JU1295  HISTORY     - 20120322 MARK NOT FOUND   DELCOS
 JU1295
 JU1295                          STATION DESCRIPTION
 JU1295
 JU1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JU1295'1.2 MI E FROM WILLOW GROVE.
 JU1295'THIS MARK IS ABOUT 1.2 MILES EAST ALONG HIGHWAY 10 FROM THE WYE
 JU1295'JUNCTION OF HIGHWAY 10 AND A MACADAM ROAD AT WILLOW GROVE,
 JU1295'KENT COUNTY, 44.3 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JU1295'HIGHWAY, 27.0 FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD
 JU1295'WHICH RUNS SOUTHEAST FROM THE HIGHWAY, 13.0 FEET NORTH OF A 20-INCH
 JU1295'WHITE OAK TREE, 2.0 FEET NORTHWEST OF A STANDARD REFERENCE
 JU1295'POST.
 JU1295
 JU1295                          STATION RECOVERY (1991)
 JU1295
 JU1295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1295'MARK NOT FOUND.
 JU1295
 JU1295                          STATION RECOVERY (2012)
 JU1295
 JU1295'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1295'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1296 ***********************************************************************
 JU1296  DESIGNATION -  H 12 RESET
 JU1296  PID         -  JU1296
 JU1296  STATE/COUNTY-  DE/KENT
 JU1296  COUNTRY     -  US
 JU1296  USGS QUAD   -  WYOMING (2016)
 JU1296
 JU1296                         *CURRENT SURVEY CONTROL
 JU1296  ______________________________________________________________________
 JU1296* NAD 83(1986) POSITION- 39 04 36.     (N) 075 36 35.     (W)   SCALED
 JU1296* NAVD 88 ORTHO HEIGHT -    18.10  (meters)       59.4   (feet) RESET
 JU1296  ______________________________________________________________________
 JU1296  GEOID HEIGHT    -        -34.566 (meters)                     GEOID18
 JU1296  VERT ORDER      -  THIRD
 JU1296
 JU1296.The horizontal coordinates were scaled from a map and have
 JU1296.an estimated accuracy of +/- 6 seconds.
 JU1296
 JU1296.The orthometric height was computed from unverified reset data.
 JU1296
 JU1296.No vertical observational check was made to the station.
 JU1296
 JU1296.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1296.GEOID18 height accuracy estimate available here.
 JU1296
 JU1296.Click photographs - Photos may exist for this station.
 JU1296
 JU1296;                    North         East    Units  Estimated Accuracy
 JU1296;SPC DE       -   119,530.      183,290.      MT  (+/- 180 meters Scaled)
 JU1296
 JU1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ472254(NAD 83)
 JU1296
 JU1296                          SUPERSEDED SURVEY CONTROL
 JU1296
 JU1296  NGVD 29 (??/??/??)   18.34   (m)           60.2    (f) RESET       3  
 JU1296
 JU1296.Superseded values are not recommended for survey control.
 JU1296
 JU1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1296.See file dsdata.pdf to determine how the superseded data were derived.
 JU1296
 JU1296_MARKER: DB = BENCH MARK DISK
 JU1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1296_STAMPING: H 12 RESET 1960
 JU1296_MARK LOGO: CGS
 JU1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1296+STABILITY: SURFACE MOTION
 JU1296
 JU1296  HISTORY     - Date     Condition        Report By
 JU1296  HISTORY     - 1960     MONUMENTED       DEDHT
 JU1296  HISTORY     - 1961     GOOD             CGS
 JU1296  HISTORY     - 1967     MARK NOT FOUND   CGS
 JU1296  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1296  HISTORY     - 20120322 MARK NOT FOUND   DELCOS
 JU1296
 JU1296                          STATION DESCRIPTION
 JU1296
 JU1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU1296'1.2 MI E FROM WILLOW GROVE.
 JU1296'THIS MARK IS LOCATED 1.2 MILES EAST ALONG STATE HIGHWAY 10 FROM
 JU1296'THE Y-JUNCTION OF A MACADAM ROAD AT WILLOW GROVE, AT A ROAD
 JU1296'JUNCTION, 40 FEET AT RIGHT ANGLES, TO STATION 46+ 72.45 OF NEW
 JU1296'CONTRACT 1447, 12.80 FEET SOUTH EAST OF D.S.T. POLE 199, 4.0
 JU1296'FEET NORTHEAST OF AN 8 INCH GUM TREE AND SET IN THE TOP OF A
 JU1296'CONCRETE POST.
 JU1296
 JU1296                          STATION RECOVERY (1967)
 JU1296
 JU1296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JU1296'MARK NOT FOUND.
 JU1296
 JU1296                          STATION RECOVERY (1981)
 JU1296
 JU1296'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1296'MARK NOT FOUND.
 JU1296
 JU1296                          STATION RECOVERY (2012)
 JU1296
 JU1296'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1296'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1236 ***********************************************************************
 JU1236  DESIGNATION -  H 13
 JU1236  PID         -  JU1236
 JU1236  STATE/COUNTY-  DE/KENT
 JU1236  COUNTRY     -  US
 JU1236  USGS QUAD   -  MILLINGTON (2016)
 JU1236
 JU1236                         *CURRENT SURVEY CONTROL
 JU1236  ______________________________________________________________________
 JU1236* NAD 83(1991) POSITION- 39 15 28.66688(N) 075 45 25.02528(W)   ADJUSTED
 JU1236* NAVD 88 ORTHO HEIGHT -    19.708 (meters)       64.66  (feet) ADJUSTED
 JU1236  ______________________________________________________________________
 JU1236  GEOID HEIGHT    -        -33.754 (meters)                     GEOID18
 JU1236  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 JU1236  DYNAMIC HEIGHT  -         19.698 (meters)       64.63  (feet) COMP
 JU1236  MODELED GRAVITY -    980,106.2   (mgal)                       NAVD 88
 JU1236
 JU1236  HORZ ORDER      -  SECOND
 JU1236  VERT ORDER      -  SECOND    CLASS 0
 JU1236
 JU1236.The horizontal coordinates were established by classical geodetic methods
 JU1236.and adjusted by the National Geodetic Survey in January 1992.
 JU1236
 JU1236.The orthometric height was determined by differential leveling and
 JU1236.adjusted by the NATIONAL GEODETIC SURVEY
 JU1236.in June 1991.
 JU1236
 JU1236.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1236.GEOID18 height accuracy estimate available here.
 JU1236
 JU1236.Click photographs - Photos may exist for this station.
 JU1236
 JU1236.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1236
 JU1236.The dynamic height is computed by dividing the NAVD 88
 JU1236.geopotential number by the normal gravity value computed on the
 JU1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1236.degrees latitude (g = 980.6199 gals.).
 JU1236
 JU1236.The modeled gravity was interpolated from observed gravity values.
 JU1236
 JU1236. The following values were computed from the NAD 83(1991) position.
 JU1236
 JU1236;                    North         East     Units Scale Factor Converg.
 JU1236;SPC DE       -   139,698.984   170,629.800   MT  1.00000562   -0 12 55.2
 JU1236;SPC DE       -   458,329.08    559,807.94   sFT  1.00000562   -0 12 55.2
 JU1236;SPC MD       -   177,374.027   507,282.414   MT  0.99997204   +0 46 48.6
 JU1236;SPC MD       -   581,934.62  1,664,309.05   sFT  0.99997204   +0 46 48.6
 JU1236;UTM  18      - 4,345,676.655   434,692.533   MT  0.99965251   -0 28 44.5
 JU1236
 JU1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1236!SPC DE       -   1.00000220  x   1.00000562  =   1.00000782
 JU1236!SPC MD       -   1.00000220  x   0.99997204  =   0.99997424
 JU1236!UTM  18      -   1.00000220  x   0.99965251  =   0.99965471
 JU1236
 JU1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3469245676(NAD 83)
 JU1236
 JU1236                          SUPERSEDED SURVEY CONTROL
 JU1236
 JU1236  NAD 83(1986)-  39 15 28.65830(N)    075 45 25.03471(W) AD(       ) 2
 JU1236  NAD 27      -  39 15 28.25870(N)    075 45 26.27820(W) AD(       ) 2
 JU1236  NGVD 29              20.06   (m)           65.8    (f) LEVELING    3  
 JU1236  NGVD 29 (11/26/84)   19.948  (m)           65.45   (f) ADJUSTED    2 0
 JU1236
 JU1236.Superseded values are not recommended for survey control.
 JU1236
 JU1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1236.See file dsdata.pdf to determine how the superseded data were derived.
 JU1236
 JU1236_MARKER: DB = BENCH MARK DISK
 JU1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1236_STAMPING: H 13 1942
 JU1236_MARK LOGO: CGS
 JU1236_PROJECTION: PROJECTING 8 CENTIMETERS
 JU1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1236+STABILITY: SURFACE MOTION
 JU1236
 JU1236  HISTORY     - Date     Condition        Report By
 JU1236  HISTORY     - 1961     MONUMENTED       CGS
 JU1236  HISTORY     - 1964     GOOD             CGS
 JU1236  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 JU1236  HISTORY     - 20120322 MARK NOT FOUND   DELCOS
 JU1236
 JU1236                          STATION DESCRIPTION
 JU1236
 JU1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU1236'TO REACH STATION KENT FROM THE CROSSROAD IN MILLINGTON, GO
 JU1236'EASTERLY ON STATE HIGHWAY 291 FOR 4.6 MILES TO THE
 JU1236'DELAWARE-MARYLAND STATE LINE AND STATION KENT ON THE RIGHT,
 JU1236'CONTINUE EASTERLY ON HIGHWAY FOR 0.65 MILES TO THE BENCH
 JU1236'MARK H 13 ON THE LEFT.
 JU1236'
 JU1236'BM H13, IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A
 JU1236'6 X 6 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES
 JU1236'ABOVE THE SURFACE OF THE GROUND, STAMPED H 13 1942.  IT IS
 JU1236'64.1 FEET WEST OF A STANDARD METAL WITNESS POST AND MARKER,
 JU1236'9.6 FEET SOUTH OF THE NORTH SIDE OF THE DELAWARE-MARYLAND
 JU1236'STATE LINE SIGN AND 26.4 FEET SOUTH OF THE APPROXIMATE CENTER
 JU1236'OF STATE HIGHWAY 291.
 JU1236
 JU1236                          STATION RECOVERY (1964)
 JU1236
 JU1236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU1236'4.6 MI E FROM MILLINGTON.
 JU1236'4.6 MILES EAST ALONG STATE HIGHWAY 291 FROM MILLINGTON, MD., 3.2
 JU1236'MILES WEST ALONG STATE HIGHWAY 6 FROM THE CROSSROADS AT BLACKISTON
 JU1236'DELAWARE.  64 FEET NORTH OF THE STATE LINE MONUMENT, 27 FEET SOUTH
 JU1236'OF THE CENTERLINE OF THE HIGHWAY, 4 FEET SOUTH OF THE
 JU1236'DELAWARE - MARYLAND STATE LINE SIGN.  A STANDARD DISK IN THE TOP
 JU1236'OF A CONCRETE POST, PROJECTING ABOUT 3 INCHES.
 JU1236
 JU1236                          STATION RECOVERY (1989)
 JU1236
 JU1236'RECOVERY NOTE BY US POWER SQUADRON 1989 (GSW)
 JU1236'MARK NOT FOUND.
 JU1236
 JU1236                          STATION RECOVERY (2012)
 JU1236
 JU1236'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1236'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1241 ***********************************************************************
 JU1241  DESIGNATION -  H 14
 JU1241  PID         -  JU1241
 JU1241  STATE/COUNTY-  DE/KENT
 JU1241  COUNTRY     -  US
 JU1241  USGS QUAD   -  DOVER (2016)
 JU1241
 JU1241                         *CURRENT SURVEY CONTROL
 JU1241  ______________________________________________________________________
 JU1241* NAD 83(1986) POSITION- 39 14 13.94   (N) 075 30 48.35   (W)   HD_HELD1
 JU1241* NAVD 88 ORTHO HEIGHT -     3.995 (meters)       13.11  (feet) ADJUSTED
 JU1241  ______________________________________________________________________
 JU1241  GEOID HEIGHT    -        -34.127 (meters)                     GEOID18
 JU1241  DYNAMIC HEIGHT  -          3.993 (meters)       13.10  (feet) COMP
 JU1241  MODELED GRAVITY -    980,102.6   (mgal)                       NAVD 88
 JU1241
 JU1241  VERT ORDER      -  FIRST     CLASS II
 JU1241
 JU1241.The horizontal coordinates were determined by differentially corrected
 JU1241.hand held GPS observations or other comparable positioning techniques
 JU1241.and have an estimated accuracy of +/- 3 meters.
 JU1241
 JU1241.The orthometric height was determined by differential leveling and
 JU1241.adjusted by the NATIONAL GEODETIC SURVEY
 JU1241.in January 2013.
 JU1241
 JU1241.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1241.GEOID18 height accuracy estimate available here.
 JU1241
 JU1241.Click photographs - Photos may exist for this station.
 JU1241
 JU1241.The dynamic height is computed by dividing the NAVD 88
 JU1241.geopotential number by the normal gravity value computed on the
 JU1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1241.degrees latitude (g = 980.6199 gals.).
 JU1241
 JU1241.The modeled gravity was interpolated from observed gravity values.
 JU1241
 JU1241;                    North         East    Units  Estimated Accuracy
 JU1241;SPC DE       -   137,343.8     191,645.8     MT  (+/- 3 meters HH1 GPS) 
 JU1241
 JU1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5568943225(NAD 83)
 JU1241
 JU1241                          SUPERSEDED SURVEY CONTROL
 JU1241
 JU1241  NAVD 88 (06/15/91)    4.052  (m)           13.29   (f) SUPERSEDED  3 0
 JU1241  NGVD 29 (11/26/84)    4.269  (m)           14.01   (f) ADJUSTED    3 0
 JU1241
 JU1241.Superseded values are not recommended for survey control.
 JU1241
 JU1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1241.See file dsdata.pdf to determine how the superseded data were derived.
 JU1241
 JU1241_MARKER: DB = BENCH MARK DISK
 JU1241_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JU1241+WITH SETTING: INTO GROUND
 JU1241_STAMPING: H 14 1946
 JU1241_MARK LOGO: CGS
 JU1241_PROJECTION: FLUSH
 JU1241_MAGNETIC: I = MARKER IS A STEEL ROD
 JU1241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1241+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2021
 JU1241
 JU1241  HISTORY     - Date     Condition        Report By
 JU1241  HISTORY     - 1946     MONUMENTED       CGS
 JU1241  HISTORY     - 1981     GOOD             UDE
 JU1241  HISTORY     - 20011212 GOOD             NGS
 JU1241  HISTORY     - 20050228 GOOD             INDIV
 JU1241  HISTORY     - 20100124 POOR             BECMOR
 JU1241  HISTORY     - 20110822 POOR             USFWS
 JU1241  HISTORY     - 20120321 GOOD             DELCOS
 JU1241  HISTORY     - 20210303 GOOD             USPSQD
 JU1241
 JU1241                          STATION DESCRIPTION
 JU1241
 JU1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JU1241'6.5 MI NW FROM LITTLE CREEK.
 JU1241'6.5 MILES NORTHWEST ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 JU1241'THE ROAD LEADING EAST (TO PORT MAHON LIGHTHOUSE) AT LITTLE
 JU1241'CREEK, KENT COUTNY, AT THE Y-ROAD JUNCTION JUST SOUTH OF THE
 JU1241'VILLAGE OF LEIPSIC, 59 FEET WEST OF THE CENTERLINE OF THE ROAD
 JU1241'LEADING TO LEIPSIC, 44 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 JU1241'27 FEET NORTH OF THE CENTERLINE OF THE CROSS ROAD, AND 1 FOOT
 JU1241'FROM A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED H 14 1946
 JU1241'AND SET IN THE TOP OF A CONCRETE-FILLED GALVANIZED-IRON PIPE
 JU1241'PROJECTING 2 INCHES ABOVE GROUND.
 JU1241
 JU1241                          STATION RECOVERY (1981)
 JU1241
 JU1241'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1241'ADD TO DESCRIPTION- THE MARK IS JUST ON THE SOUTHEDGE OF AGROUPING OF
 JU1241'JUNIPPER BUSHES AND AZALEGS WHICH WERE PUT IN BY THE CITY IN FRONT OF
 JU1241'THE FLAG POLE.
 JU1241
 JU1241                          STATION RECOVERY (2001)
 JU1241
 JU1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU1241'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU1241
 JU1241                          STATION RECOVERY (2005)
 JU1241
 JU1241'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MG)
 JU1241'RECOVERED AS DESCRIBED.
 JU1241'JUNIPER BUSHES HAVE BEEN REPLACED BY BURNING BUSHES (4),AND IS
 JU1241'APPROXIMATLEY IN THE MIDDLE OF THE ROW ABOUT 8-10 FEET AWAY FROM
 JU1241'BUSHES, MONUMENT IS NOW FLUSH WITH THE GROUND.
 JU1241
 JU1241                          STATION RECOVERY (2010)
 JU1241
 JU1241'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1241'MARK RECOVERED IN POOR CONDITION.
 JU1241
 JU1241                          STATION RECOVERY (2011)
 JU1241
 JU1241'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2011 (JCW)
 JU1241'RECOVERED IN GOOD CONDITION.
 JU1241'
 JU1241'NOTE-IT IS 32.04 M (105.1 FT) NORTH-NORTHEAST OF A UTILITY POLE
 JU1241'NUMBERED 134A, 25.42 M (83.4 FT) NORTH-NORTHWEST OF THE NORTHWEST
 JU1241'CORNER OF THE CONCRETE FOOTING OF A LARGE BRICK SIGN FOR THE TOWN OF
 JU1241'LEIPSIC, 17.43 M (57.2 FT) WEST-SOUTHWEST OF THE CENTERLINE OF MAIN
 JU1241'STREET, 13.0 M (42.7 FT) EAST-NORTHEAST OF THE CENTERLINE OF DENNY
 JU1241'STREET, DELAWARE ROUTE 9 AND 8.94 M (29.3 FT) NORTH OF THE CENTERLINE
 JU1241'OF A PAVED CONNECTING ROAD BETWEEN DENNY STREEET AND MAIN STREET.
 JU1241
 JU1241                          STATION RECOVERY (2012)
 JU1241
 JU1241'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1241'SIGNIFICANT MOWER DAMAGE TO CONCRETE
 JU1241
 JU1241                          STATION RECOVERY (2021)
 JU1241
 JU1241'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 JU1241'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1049 ***********************************************************************
 JU1049  DESIGNATION -  H 2 RESET
 JU1049  PID         -  JU1049
 JU1049  STATE/COUNTY-  DE/KENT
 JU1049  COUNTRY     -  US
 JU1049  USGS QUAD   -  FREDERICA (2016)
 JU1049
 JU1049                         *CURRENT SURVEY CONTROL
 JU1049  ______________________________________________________________________
 JU1049* NAD 83(1986) POSITION- 39 03 36.0    (N) 075 24 05.4    (W)   HD_HELD2
 JU1049* NAVD 88 ORTHO HEIGHT -     1.48  (meters)        4.9   (feet) RESET
 JU1049  ______________________________________________________________________
 JU1049  GEOID HEIGHT    -        -34.905 (meters)                     GEOID18
 JU1049  VERT ORDER      -  THIRD
 JU1049
 JU1049.The horizontal coordinates were established by autonomous hand held GPS
 JU1049.observations and have an estimated accuracy of +/- 10 meters.
 JU1049
 JU1049.The orthometric height was computed from unverified reset data.
 JU1049
 JU1049.No vertical observational check was made to the station.
 JU1049
 JU1049.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1049.GEOID18 height accuracy estimate available here.
 JU1049
 JU1049.Click photographs - Photos may exist for this station.
 JU1049
 JU1049;                    North         East    Units  Estimated Accuracy
 JU1049;SPC DE       -   117,666.      201,313.      MT  (+/- 10 meters HH2 GPS)
 JU1049
 JU1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6526223511(NAD 83)
 JU1049
 JU1049                          SUPERSEDED SURVEY CONTROL
 JU1049
 JU1049  NGVD 29 (??/??/??)    1.71   (m)            5.6    (f) RESET       3  
 JU1049
 JU1049.Superseded values are not recommended for survey control.
 JU1049
 JU1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1049.See file dsdata.pdf to determine how the superseded data were derived.
 JU1049
 JU1049_MARKER: DB = BENCH MARK DISK
 JU1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1049_STAMPING: H 2 RESET 1965
 JU1049_MARK LOGO: CGS
 JU1049_PROJECTION: RECESSED 15 CENTIMETERS
 JU1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1049+STABILITY: SURFACE MOTION
 JU1049
 JU1049  HISTORY     - Date     Condition        Report By
 JU1049  HISTORY     - 1965     MONUMENTED       DEDHT
 JU1049  HISTORY     - 1981     GOOD             UDE
 JU1049  HISTORY     - 20220526 GOOD             USPSQD
 JU1049
 JU1049                          STATION DESCRIPTION
 JU1049
 JU1049'DESCRIBED BY DE DEPT OF HIGHWAYS 1965
 JU1049'AT BOWERS BEACH.
 JU1049'AT BOWERS BEACH, KENT COUNTY, ON THE NORTH SIDE OF MAIN STREET,
 JU1049'2.5 FEET EAST OF THE EAST EDGE OF CONC. ROAD LINE OF HUBBARD
 JU1049'AVENUE, 3 FEET WEST OF PORCH CORNER, 23.00 FEET NORTH OF
 JU1049'CENTERLINE CONCRETE ROAD OF MAIN STREET, 4 INCHES BELOW GROUND
 JU1049'LEVEL, SET IN A CONCRETE POST.
 JU1049
 JU1049                          STATION RECOVERY (1981)
 JU1049
 JU1049'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1049'NEEDS A WITNESS POST SINCE NOW IT IS ABOUT 6 INCHES UNDER THE GROUND
 JU1049'SURFACE.
 JU1049
 JU1049                          STATION RECOVERY (2022)
 JU1049
 JU1049'RECOVERY NOTE BY US POWER SQUADRON 2022 (DLT)
 JU1049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1451 ***********************************************************************
 JU1451  DESIGNATION -  H 21
 JU1451  PID         -  JU1451
 JU1451  STATE/COUNTY-  DE/NEW CASTLE
 JU1451  COUNTRY     -  US
 JU1451  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU1451
 JU1451                         *CURRENT SURVEY CONTROL
 JU1451  ______________________________________________________________________
 JU1451* NAD 83(1986) POSITION- 39 46 37.     (N) 075 31 08.     (W)   SCALED
 JU1451* NAVD 88 ORTHO HEIGHT -    63.869 (meters)      209.54  (feet) POSTED
 JU1451  ______________________________________________________________________
 JU1451  GEOID HEIGHT    -        -32.893 (meters)                     GEOID18
 JU1451  DYNAMIC HEIGHT  -         63.84  (meters)      209.4   (feet) COMP
 JU1451  MODELED GRAVITY -    980,172.6   (mgal)                       NAVD 88
 JU1451
 JU1451  VERT ORDER      -  * POSTED, SEE BELOW
 JU1451
 JU1451.The horizontal coordinates were scaled from a map and have
 JU1451.an estimated accuracy of +/- 6 seconds.
 JU1451
 JU1451.The orthometric height was determined by differential leveling
 JU1451.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU1451
 JU1451.* This is a POSTED BENCH MARK height.
 JU1451
 JU1451.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1451.GEOID18 height accuracy estimate available here.
 JU1451
 JU1451.Click photographs - Photos may exist for this station.
 JU1451
 JU1451.The dynamic height is computed by dividing the NAVD 88
 JU1451.geopotential number by the normal gravity value computed on the
 JU1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1451.degrees latitude (g = 980.6199 gals.).
 JU1451
 JU1451.The modeled gravity was interpolated from observed gravity values.
 JU1451
 JU1451;                    North         East    Units  Estimated Accuracy
 JU1451;SPC DE       -   197,270.      191,240.      MT  (+/- 180 meters Scaled)
 JU1451
 JU1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK555031(NAD 83)
 JU1451
 JU1451                          SUPERSEDED SURVEY CONTROL
 JU1451
 JU1451  NGVD 29 (11/26/84)   64.217  (m)          210.69   (f) ADJUSTED    2 0
 JU1451
 JU1451.Superseded values are not recommended for survey control.
 JU1451
 JU1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1451.See file dsdata.pdf to determine how the superseded data were derived.
 JU1451
 JU1451_MARKER: DB = BENCH MARK DISK
 JU1451_SETTING: 66 = SET IN ROCK OUTCROP
 JU1451_STAMPING: H 21 1959
 JU1451_MARK LOGO: CGS
 JU1451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU1451+STABILITY: POSITION/ELEVATION WELL
 JU1451
 JU1451  HISTORY     - Date     Condition        Report By
 JU1451  HISTORY     - 1959     MONUMENTED       CGS
 JU1451  HISTORY     - 1979     GOOD             LOCENG
 JU1451  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1451
 JU1451                          STATION DESCRIPTION
 JU1451
 JU1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1451'1.6 MI NE FROM WILMINGTON.
 JU1451'1.55 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JU1451'THE OVERPASS OVER U.S. HIGHWAY 202 AT WILMINGTON, ACROSS TRACKS
 JU1451'FROM POINT BETWEEN MILEAGE POLES 22+32 AND 22+33, 213 YARDS
 JU1451'WEST-SOUTHWEST OF WEST-SOUTHWEST END OF OVERPASS OF RR OVER
 JU1451'SHIPLEY ROAD, SET VERTICALLY IN THE UNEVEN SOUTHEAST FACE OF A
 JU1451'6 1/2-FOOT HIGH SOLID ROCK AT THE BOTTOM OF HIGHEST PART OF A
 JU1451'ROCKY CUT, 22 YARDS EAST OF WEST END OF ROCKY PART OF CUT, 14
 JU1451'FEET NORTH OF NORTH RAIL AND ABOUT 2 FEET ABOVE LEVEL OF TRACK.
 JU1451
 JU1451                          STATION RECOVERY (1979)
 JU1451
 JU1451'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 JU1451'14 FEET NORTH OR NORTH RAIL SHOULD BE CHANGED TO 47.5 FT. NORTH OF
 JU1451'CENTERLINE OF SINGLE TRACK 213 YDS WEST-SOUTHWEST ETC.... SHOULD BE
 JU1451'CHANGED TO 162 YDS WEST-SOUTHWEST OF CENTERLINE OF NEW OVER PASS OVER
 JU1451'NEW SHIPLEY RD.
 JU1451
 JU1451                          STATION RECOVERY (1981)
 JU1451
 JU1451'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1451'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1464 ***********************************************************************
 JU1464  DESIGNATION -  H 22
 JU1464  PID         -  JU1464
 JU1464  STATE/COUNTY-  DE/NEW CASTLE
 JU1464  COUNTRY     -  US
 JU1464  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1464
 JU1464                         *CURRENT SURVEY CONTROL
 JU1464  ______________________________________________________________________
 JU1464* NAD 83(1986) POSITION- 39 41 54.     (N) 075 35 03.     (W)   SCALED
 JU1464* NAVD 88 ORTHO HEIGHT -     4.666 (meters)       15.31  (feet) POSTED
 JU1464  ______________________________________________________________________
 JU1464  GEOID HEIGHT    -        -33.002 (meters)                     GEOID18
 JU1464  DYNAMIC HEIGHT  -          4.66  (meters)       15.3   (feet) COMP
 JU1464  MODELED GRAVITY -    980,168.9   (mgal)                       NAVD 88
 JU1464
 JU1464  VERT ORDER      -  * POSTED, SEE BELOW
 JU1464
 JU1464.The horizontal coordinates were scaled from a map and have
 JU1464.an estimated accuracy of +/- 6 seconds.
 JU1464
 JU1464.The orthometric height was determined by differential leveling
 JU1464.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU1464
 JU1464.* This is a POSTED BENCH MARK height.
 JU1464
 JU1464.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1464.GEOID18 height accuracy estimate available here.
 JU1464
 JU1464.Click photographs - Photos may exist for this station.
 JU1464
 JU1464.The dynamic height is computed by dividing the NAVD 88
 JU1464.geopotential number by the normal gravity value computed on the
 JU1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1464.degrees latitude (g = 980.6199 gals.).
 JU1464
 JU1464.The modeled gravity was interpolated from observed gravity values.
 JU1464
 JU1464;                    North         East    Units  Estimated Accuracy
 JU1464;SPC DE       -   188,550.      185,630.      MT  (+/- 180 meters Scaled)
 JU1464
 JU1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ499944(NAD 83)
 JU1464
 JU1464                          SUPERSEDED SURVEY CONTROL
 JU1464
 JU1464  NGVD 29 (11/26/84)    5.020  (m)           16.47   (f) ADJUSTED    2 0
 JU1464
 JU1464.Superseded values are not recommended for survey control.
 JU1464
 JU1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1464.See file dsdata.pdf to determine how the superseded data were derived.
 JU1464
 JU1464_MARKER: DB = BENCH MARK DISK
 JU1464_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU1464_SP_SET: STORM DRAIN
 JU1464_STAMPING: H 22 1959
 JU1464_MARK LOGO: CGS
 JU1464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1464
 JU1464  HISTORY     - Date     Condition        Report By
 JU1464  HISTORY     - 1959     MONUMENTED       CGS
 JU1464  HISTORY     - 1965     GOOD             CGS
 JU1464  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1464  HISTORY     - 19910423 MARK NOT FOUND   USGS
 JU1464  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1464
 JU1464                          STATION DESCRIPTION
 JU1464
 JU1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU1464'2.4 MI SE FROM NEWPORT.
 JU1464'1.45 MILES SOUTHEAST ALONG STATE HIGHWAYS 41 AND 141 FROM THE
 JU1464'SOUTHEAST END OF THE CHRISTINA RIVER BRIDGE AT NEWPORT TO A SINGLE
 JU1464'TRACK SPUR LINE OF THE PENNSYLVANIA RAILROAD, THENCE NORTHEAST
 JU1464'ALONG THE SPUR LINE FOR ABOUT 0.95 MILE TO AN UNDERPASS UNDER
 JU1464'INTERSTATE HIGHWAY 295 AND THE MARK ON THE LEFT, 87 FEET
 JU1464'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE NORTHWEST CONCRETE
 JU1464'BRIDGE SUPPORT, 19 1/2 FEET NORTH OF THE NORTHWEST RAIL OF THE
 JU1464'SPUR LINE, SET IN A DRILL HOLE IN A CONCRETE CIRCULAR STORM DRAIN
 JU1464'COVER, 6 INCHES SOUTHEAST OF THE SOUTH CORNER OF A STEEL PLATE
 JU1464'COVER AND 5 INCHES NORTH OF THE SOUTHEAST EDGE OF THE CONCRETE
 JU1464'COVER.
 JU1464
 JU1464                          STATION RECOVERY (1981)
 JU1464
 JU1464'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1464'MARK NOT FOUND.
 JU1464
 JU1464                          STATION RECOVERY (1991)
 JU1464
 JU1464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1464'MARK NOT FOUND.
 JU1464
 JU1464                          STATION RECOVERY (2013)
 JU1464
 JU1464'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1464'ROAD IS NOW BLOCKED BY A GATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0118 ***********************************************************************
 HU0118  DESIGNATION -  H 27
 HU0118  PID         -  HU0118
 HU0118  STATE/COUNTY-  DE/SUSSEX
 HU0118  COUNTRY     -  US
 HU0118  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU0118
 HU0118                         *CURRENT SURVEY CONTROL
 HU0118  ______________________________________________________________________
 HU0118* NAD 83(1986) POSITION- 38 42 31.     (N) 075 05 33.     (W)   SCALED
 HU0118* NAVD 88 ORTHO HEIGHT -     5.933 (meters)       19.47  (feet) ADJUSTED
 HU0118  ______________________________________________________________________
 HU0118  GEOID HEIGHT    -        -35.681 (meters)                     GEOID18
 HU0118  DYNAMIC HEIGHT  -          5.930 (meters)       19.46  (feet) COMP
 HU0118  MODELED GRAVITY -    980,032.7   (mgal)                       NAVD 88
 HU0118
 HU0118  VERT ORDER      -  SECOND    CLASS 0
 HU0118
 HU0118.The horizontal coordinates were scaled from a map and have
 HU0118.an estimated accuracy of +/- 6 seconds.
 HU0118
 HU0118.The orthometric height was determined by differential leveling and
 HU0118.adjusted by the NATIONAL GEODETIC SURVEY
 HU0118.in June 1991.
 HU0118
 HU0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0118.GEOID18 height accuracy estimate available here.
 HU0118
 HU0118.Click photographs - Photos may exist for this station.
 HU0118
 HU0118.The dynamic height is computed by dividing the NAVD 88
 HU0118.geopotential number by the normal gravity value computed on the
 HU0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0118.degrees latitude (g = 980.6199 gals.).
 HU0118
 HU0118.The modeled gravity was interpolated from observed gravity values.
 HU0118
 HU0118;                    North         East    Units  Estimated Accuracy
 HU0118;SPC DE       -    78,710.      228,200.      MT  (+/- 180 meters Scaled)
 HU0118
 HU0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH919844(NAD 83)
 HU0118
 HU0118                          SUPERSEDED SURVEY CONTROL
 HU0118
 HU0118  NGVD 29 (11/26/84)    6.168  (m)           20.24   (f) ADJUSTED    2 0
 HU0118
 HU0118.Superseded values are not recommended for survey control.
 HU0118
 HU0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0118.See file dsdata.pdf to determine how the superseded data were derived.
 HU0118
 HU0118_MARKER: DB = BENCH MARK DISK
 HU0118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0118_SP_SET: BRIDGE
 HU0118_STAMPING: H 27 1962
 HU0118_MARK LOGO: CGS
 HU0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0118
 HU0118  HISTORY     - Date     Condition        Report By
 HU0118  HISTORY     - 1962     MONUMENTED       CGS
 HU0118  HISTORY     - 1981     GOOD             UDE
 HU0118
 HU0118                          STATION DESCRIPTION
 HU0118
 HU0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0118'1.7 MI SW FROM REHOBOTH BEACH.
 HU0118'1.1 MILE WEST ON ALTERNATE HIGHWAY 14 (REHOBOTH AVENUE), FROM THE
 HU0118'POST OFFICE IN REHOBOTH BEACH, THENCE 0.6 MILE SOUTHEAST ON STATE
 HU0118'HIGHWAY 14.  SET IN THE NORTHEAST ABUTMENT (INSIDE GUARD RAIL), AT
 HU0118'THE SOUTHEAST END OF BRIDGE OVER REHOBOTH CANAL, 20 FEET NORTHEAST
 HU0118'OF THE CENTER LINE OF HIGHWAY 14, 1.4 FEET NORTHWEST OF THE
 HU0118'SOUTHEAST END OF GUARD RAIL AND 1 FOOT ABOVE THE LEVEL OF THE
 HU0118'HIGHWAY.
 HU0118
 HU0118                          STATION RECOVERY (1981)
 HU0118
 HU0118'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0118'NOTE--IT IS LOCATED ON THE OLD ABANDONED BRIDGE NOW. THERE LOOKS LIKE
 HU0118'CONCTRUCTION IS IN PROGRESS TO BUILD ANOTHER BRIDGE TO CREATE A DUAL
 HU0118'LANE BRIDGE. IF SO, THIS MARK IS IN DANGER OF BEING DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2825 ***********************************************************************
 HU2825  DESIGNATION -  H 27 RESET
 HU2825  PID         -  HU2825
 HU2825  STATE/COUNTY-  DE/SUSSEX
 HU2825  COUNTRY     -  US
 HU2825  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU2825
 HU2825                         *CURRENT SURVEY CONTROL
 HU2825  ______________________________________________________________________
 HU2825* NAD 83(1986) POSITION- 38 42 30.9    (N) 075 05 32.8    (W)   HD_HELD2
 HU2825* NAVD 88 ORTHO HEIGHT -    12.68  (meters)       41.6   (feet) RESET
 HU2825  ______________________________________________________________________
 HU2825  GEOID HEIGHT    -        -35.681 (meters)                     GEOID18
 HU2825  VERT ORDER      -  THIRD
 HU2825
 HU2825.The horizontal coordinates were established by autonomous hand held GPS
 HU2825.observations and have an estimated accuracy of +/- 10 meters.
 HU2825
 HU2825.The orthometric height was computed from unverified reset data.
 HU2825
 HU2825.No vertical observational check was made to the station.
 HU2825
 HU2825.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2825.GEOID18 height accuracy estimate available here.
 HU2825
 HU2825.Click photographs - Photos may exist for this station.
 HU2825
 HU2825;                    North         East    Units  Estimated Accuracy
 HU2825;SPC DE       -    78,705.      228,201.      MT  (+/- 10 meters HH2 GPS)
 HU2825
 HU2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9196284442(NAD 83)
 HU2825
 HU2825                          SUPERSEDED SURVEY CONTROL
 HU2825
 HU2825  NGVD 29 (05/17/01)   12.92   (m)           42.4    (f) RESET       3  
 HU2825
 HU2825.Superseded values are not recommended for survey control.
 HU2825
 HU2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2825.See file dsdata.pdf to determine how the superseded data were derived.
 HU2825
 HU2825_MARKER: DV = VERTICAL CONTROL DISK
 HU2825_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 HU2825_SP_SET: RETAINING WALL
 HU2825_STAMPING: H 27 RESET 1986
 HU2825_MARK LOGO: NGS
 HU2825_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU2825
 HU2825  HISTORY     - Date     Condition        Report By
 HU2825  HISTORY     - 1986     MONUMENTED       DEDHT
 HU2825  HISTORY     - 19971213 GOOD             USPSQD
 HU2825  HISTORY     - 20070914 GOOD             GEOCAC
 HU2825  HISTORY     - 20120210 GOOD             DELCOS
 HU2825
 HU2825                          STATION DESCRIPTION
 HU2825
 HU2825'DESCRIBED BY DE DEPT OF HIGHWAYS 1986
 HU2825'1.0 MILES (1.6 KM) WEST ON REHOBOTH AVENUE FROM THE POST OFFICE IN
 HU2825'REHOBOTH BEACH TO HIGHWAY ROUTE 1, THENCE 0.5 MILES (0.8 KM)
 HU2825'SOUTHEAST ON ROUTE 1 TO BRIDGES OVER REHOBOTH CANAL, AT SOUTHEAST END
 HU2825'OF BRIDGE NUMBER 150 FOR THE NORTH BOUND ROUTE 1 TRAFFIC, SET IN TOP
 HU2825'AND 3 FEET (0.9 M) FROM END OF WALL, EAST SIDE OF CONCRETE SOUTHWEST,
 HU2825'5.85 FEET (1.78 M) EAST OF EAST EDGE OF WALL ALONG NORTH BOUND LANE,
 HU2825'37.65 FEET (11.48 M) SOUTH OF EXPANSION JOINT, AND 3.5 FEET (1.1 M)
 HU2825'ABOVE ROADWAY SURFACE.
 HU2825
 HU2825                          STATION RECOVERY (1997)
 HU2825
 HU2825'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU2825'RECOVERED IN GOOD CONDITION.
 HU2825
 HU2825                          STATION RECOVERY (2007)
 HU2825
 HU2825'RECOVERY NOTE BY GEOCACHING 2007 (EK)
 HU2825'RECOVERED IN GOOD CONDITION.
 HU2825
 HU2825                          STATION RECOVERY (2012)
 HU2825
 HU2825'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU2825'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0080 ***********************************************************************
 HU0080  DESIGNATION -  H 29
 HU0080  PID         -  HU0080
 HU0080  STATE/COUNTY-  DE/SUSSEX
 HU0080  COUNTRY     -  US
 HU0080  USGS QUAD   -  LEWES (2016)
 HU0080
 HU0080                         *CURRENT SURVEY CONTROL
 HU0080  ______________________________________________________________________
 HU0080* NAD 83(2011) POSITION- 38 45 05.58389(N) 075 11 14.76333(W)   ADJUSTED
 HU0080* NAD 83(2011) ELLIP HT-   -28.236 (meters)        (12/20/17)   ADJUSTED
 HU0080* NAD 83(2011) EPOCH   -  2010.00
 HU0080* NAVD 88 ORTHO HEIGHT -     7.419 (meters)       24.34  (feet) ADJUSTED
 HU0080  ______________________________________________________________________
 HU0080  GEOID HEIGHT    -        -35.642 (meters)                     GEOID18
 HU0080  NAD 83(2011) X  -  1,273,333.310 (meters)                     COMP
 HU0080  NAD 83(2011) Y  - -4,815,097.023 (meters)                     COMP
 HU0080  NAD 83(2011) Z  -  3,970,827.252 (meters)                     COMP
 HU0080  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 HU0080  DYNAMIC HEIGHT  -          7.414 (meters)       24.32  (feet) COMP
 HU0080  MODELED GRAVITY -    980,035.3   (mgal)                       NAVD 88
 HU0080
 HU0080  VERT ORDER      -  FIRST     CLASS II
 HU0080
 HU0080  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU0080  Standards:
 HU0080         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU0080            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU0080  -------------------------------------------------------------------
 HU0080  NETWORK    0.80   0.76           0.36   0.29   0.39      0.02561907
 HU0080  -------------------------------------------------------------------
 HU0080  Click here for local accuracies and other accuracy information.
 HU0080
 HU0080.The horizontal coordinates were established by GPS observations
 HU0080.and adjusted by the MASER CONSULTING in December 2017.
 HU0080
 HU0080.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU0080.been affixed to the stable North American tectonic plate. See 
 HU0080.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU0080
 HU0080.The horizontal coordinates are valid at the epoch date displayed above
 HU0080.which is a decimal equivalence of Year/Month/Day.
 HU0080
 HU0080.The orthometric height was determined by differential leveling and
 HU0080.adjusted by the NATIONAL GEODETIC SURVEY
 HU0080.in July 2002.
 HU0080
 HU0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0080.GEOID18 height accuracy estimate available here.
 HU0080
 HU0080.Click photographs - Photos may exist for this station.
 HU0080
 HU0080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU0080
 HU0080.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU0080
 HU0080.The ellipsoidal height was determined by GPS observations
 HU0080.and is referenced to NAD 83.
 HU0080
 HU0080.The dynamic height is computed by dividing the NAVD 88
 HU0080.geopotential number by the normal gravity value computed on the
 HU0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0080.degrees latitude (g = 980.6199 gals.).
 HU0080
 HU0080.The modeled gravity was interpolated from observed gravity values.
 HU0080
 HU0080. The following values were computed from the NAD 83(2011) position.
 HU0080
 HU0080;                    North         East     Units Scale Factor Converg.
 HU0080;SPC DE       -    83,449.412   219,926.749   MT  0.99999989   +0 08 36.6
 HU0080;SPC DE       -   273,783.61    721,543.01   sFT  0.99999989   +0 08 36.6
 HU0080;UTM  18      - 4,289,223.203   483,713.126   MT  0.99960327   -0 07 02.4
 HU0080
 HU0080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0080!SPC DE       -   1.00000443  x   0.99999989  =   1.00000432
 HU0080!UTM  18      -   1.00000443  x   0.99960327  =   0.99960770
 HU0080
 HU0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8371389223(NAD 83)
 HU0080
 HU0080                          SUPERSEDED SURVEY CONTROL
 HU0080
 HU0080  NAVD 88 (06/15/91)    7.427  (m)           24.37   (f) SUPERSEDED  1 2
 HU0080  NGVD 29 (11/26/84)    7.664  (m)           25.14   (f) ADJUSTED    1 2
 HU0080
 HU0080.Superseded values are not recommended for survey control.
 HU0080
 HU0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0080.See file dsdata.pdf to determine how the superseded data were derived.
 HU0080
 HU0080_MARKER: DB = BENCH MARK DISK
 HU0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0080_STAMPING: H 29 1962
 HU0080_MARK LOGO: CGS
 HU0080_PROJECTION: FLUSH
 HU0080_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0080+STABILITY: SURFACE MOTION
 HU0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0080+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2013
 HU0080
 HU0080  HISTORY     - Date     Condition        Report By
 HU0080  HISTORY     - 1962     MONUMENTED       CGS
 HU0080  HISTORY     - 1981     GOOD             UDE
 HU0080  HISTORY     - 1987     GOOD             USPSQD
 HU0080  HISTORY     - 19951013 GOOD             NGS
 HU0080  HISTORY     - 20080929 GOOD             GEOCAC
 HU0080  HISTORY     - 20120214 GOOD             DELCOS
 HU0080  HISTORY     - 20131009 GOOD             DELCOS
 HU0080
 HU0080                          STATION DESCRIPTION
 HU0080
 HU0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0080'AT NASSAU.
 HU0080'56 YARDS SOUTHWEST AND ACROSS STATE HIGHWAY 14 FROM THE
 HU0080'PENNSYLVANIA RAILROAD STATION IN NASSAU, 75 FEET SOUTHWEST OF THE
 HU0080'CENTER LINE OF HIGHWAY 14, 43 FEET NORTHWEST OF THE NORTH CORNER OF
 HU0080'A 2 STORIED HOUSE, 42 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 HU0080'MAIN RAILROAD TRACK, 1.5 FEET NORTHWEST OF AN IRON FENCE, 2 FEET
 HU0080'SOUTHWEST OF A WOODEN WITNESS POST AND ABOUT LEVEL WITH THE
 HU0080'HIGHWAY.  SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HU0080
 HU0080                          STATION RECOVERY (1981)
 HU0080
 HU0080'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0080'NOTE--1.5 FT. NW OF AN IRON FENCE AROUND THE HOUSE.
 HU0080
 HU0080                          STATION RECOVERY (1987)
 HU0080
 HU0080'RECOVERY NOTE BY US POWER SQUADRON 1987 (OPE)
 HU0080'RECOVERED IN GOOD CONDITION.
 HU0080
 HU0080                          STATION RECOVERY (1995)
 HU0080
 HU0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 HU0080'RECOVERED AS DESCRIBED.
 HU0080
 HU0080                          STATION RECOVERY (2008)
 HU0080
 HU0080'RECOVERY NOTE BY GEOCACHING 2008 (APC)
 HU0080'LOCATION IS ON ALONG NASSAU ROAD (WHICH NO LONGER APPEARS TO BE
 HU0080'DESIGNATED AS HIGHWAY 14) IN THE COMMUNITY OF NASSAU.
 HU0080'
 HU0080'DISK IS SET IN A CONCRETE POST APPROXIMATELY FLUSH WITH THE GROUND. IT
 HU0080'IS LOCATED BETWEEN A RAILROAD RIGHT OF WAY TO THE NORTHWEST AND A
 HU0080'TWO-STORY FRAME HOUSE TO THE SOUTHEAST. IT IS DIAGONALLY ACROSS THE
 HU0080'INTERSECTION OF TRACK AND ROAD FROM MAGGIE S DELI AND SEVERAL OTHER
 HU0080'BUSINESSES.
 HU0080'
 HU0080'THE STATION BUILDING MENTIONED IN THE 1962 DESCRIPTION WAS NOT
 HU0080'OBSERVED.
 HU0080'
 HU0080'MEASUREMENTS IN THE DESCRIPTION WERE NOT CONFIRMED BUT APPEAR ACCURATE
 HU0080'EXCEPT FOR THE DISTANCE OF 56 YARDS FROM THE STATION BUILDING. THIS
 HU0080'ALMOST CERTAINLY SHOULD BE 56 FEET, BUT IN ANY EVENT THE STATION IS NO
 HU0080'LONGER THERE.
 HU0080'
 HU0080'THE CLOSEST POINT OF THE RAIL, AND THE PLACE APPARENTLY MEASURED TO,
 HU0080'IS NEAR WHERE AN SIDE TRACK SWITCH WAS ONCE LOCATED. (SOME OF THE SIDE
 HU0080'TRACK IS STILL IN PLACE.)
 HU0080'
 HU0080'THE IRON FENCE MENTIONED IN THE 1981 RECOVERY REPORT WAS NOT OBSERVED,
 HU0080'NOR WAS THE WOODEN WITNESS POST MENTIONED IN THE 1962 DESCRIPTION.
 HU0080'
 HU0080'STATION DISK IS APPROXIMATELY 54.8 FEET WEST OF POWER POLE 58690
 HU0080'07154.
 HU0080
 HU0080                          STATION RECOVERY (2012)
 HU0080
 HU0080'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0080'RECOVERED IN GOOD CONDITION.
 HU0080
 HU0080                          STATION RECOVERY (2013)
 HU0080
 HU0080'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 HU0080'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0043 ***********************************************************************
 HU0043  DESIGNATION -  H 30
 HU0043  PID         -  HU0043
 HU0043  STATE/COUNTY-  DE/SUSSEX
 HU0043  COUNTRY     -  US
 HU0043  USGS QUAD   -  MISPILLION RIVER (2016)
 HU0043
 HU0043                         *CURRENT SURVEY CONTROL
 HU0043  ______________________________________________________________________
 HU0043* NAD 83(1986) POSITION- 38 55 42.     (N) 075 21 43.     (W)   SCALED
 HU0043* NAVD 88 ORTHO HEIGHT -     4.568 (meters)       14.99  (feet) ADJUSTED
 HU0043  ______________________________________________________________________
 HU0043  GEOID HEIGHT    -        -35.305 (meters)                     GEOID18
 HU0043  DYNAMIC HEIGHT  -          4.565 (meters)       14.98  (feet) COMP
 HU0043  MODELED GRAVITY -    980,047.0   (mgal)                       NAVD 88
 HU0043
 HU0043  VERT ORDER      -  FIRST     CLASS II
 HU0043
 HU0043.The horizontal coordinates were scaled from a map and have
 HU0043.an estimated accuracy of +/- 6 seconds.
 HU0043
 HU0043.The orthometric height was determined by differential leveling and
 HU0043.adjusted by the NATIONAL GEODETIC SURVEY
 HU0043.in January 2013.
 HU0043
 HU0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0043.GEOID18 height accuracy estimate available here.
 HU0043
 HU0043.Click photographs - Photos may exist for this station.
 HU0043
 HU0043.The dynamic height is computed by dividing the NAVD 88
 HU0043.geopotential number by the normal gravity value computed on the
 HU0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0043.degrees latitude (g = 980.6199 gals.).
 HU0043
 HU0043.The modeled gravity was interpolated from observed gravity values.
 HU0043
 HU0043;                    North         East    Units  Estimated Accuracy
 HU0043;SPC DE       -   103,050.      204,750.      MT  (+/- 180 meters Scaled)
 HU0043
 HU0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ686088(NAD 83)
 HU0043
 HU0043                          SUPERSEDED SURVEY CONTROL
 HU0043
 HU0043  NAVD 88 (06/15/91)    4.565  (m)           14.98   (f) SUPERSEDED  2 0
 HU0043  NGVD 29 (11/26/84)    4.806  (m)           15.77   (f) ADJUSTED    2 0
 HU0043
 HU0043.Superseded values are not recommended for survey control.
 HU0043
 HU0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0043.See file dsdata.pdf to determine how the superseded data were derived.
 HU0043
 HU0043_MARKER: DB = BENCH MARK DISK
 HU0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0043_SP_SET: FOUNDATION
 HU0043_STAMPING: H 30 1962
 HU0043_MARK LOGO: CGS
 HU0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0043
 HU0043  HISTORY     - Date     Condition        Report By
 HU0043  HISTORY     - 1962     MONUMENTED       CGS
 HU0043  HISTORY     - 1981     GOOD             UDE
 HU0043  HISTORY     - 1989     GOOD             USPSQD
 HU0043  HISTORY     - 20120208 GOOD             DELCOS
 HU0043  HISTORY     - 20220526 GOOD             USPSQD
 HU0043
 HU0043                          STATION DESCRIPTION
 HU0043
 HU0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0043'4.2 MI E FROM MILFORD.
 HU0043'4.2 MILES EAST ALONG STATE HIGHWAY 36 FROM THE PENNSYLVANIA
 HU0043'RAILROAD STATION AT MILFORD, AT THE WEST CORNER OF A BRICK
 HU0043'BUILDING FORMERLY CEDAR NECK SCHOOL, 95 FEET SOUTHEAST OF THE
 HU0043'CENTERLINE OF THE HIGHWAY, 1.7 FEET SOUTHEAST OF THE WEST CORNER
 HU0043'OF THE BUILDING, AND 1.5 FEET ABOVE THE GROUND.  SET VERTICALLY
 HU0043'IN CONCRETE FOUNDATION.
 HU0043
 HU0043                          STATION RECOVERY (1981)
 HU0043
 HU0043'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0043'RECOVERED IN GOOD CONDITION.
 HU0043
 HU0043                          STATION RECOVERY (1989)
 HU0043
 HU0043'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRA)
 HU0043'RECOVERED IN GOOD CONDITION.
 HU0043
 HU0043                          STATION RECOVERY (2012)
 HU0043
 HU0043'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0043'RECOVERED IN GOOD CONDITION.
 HU0043
 HU0043                          STATION RECOVERY (2022)
 HU0043
 HU0043'RECOVERY NOTE BY US POWER SQUADRON 2022 (DLT)
 HU0043'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0400 ***********************************************************************
 HU0400  DESIGNATION -  H 33
 HU0400  PID         -  HU0400
 HU0400  STATE/COUNTY-  DE/SUSSEX
 HU0400  COUNTRY     -  US
 HU0400  USGS QUAD   -  DELMAR (2016)
 HU0400
 HU0400                         *CURRENT SURVEY CONTROL
 HU0400  ______________________________________________________________________
 HU0400* NAD 83(1986) POSITION- 38 29 12.     (N) 075 34 30.     (W)   SCALED
 HU0400* NAVD 88 ORTHO HEIGHT -    14.137 (meters)       46.38  (feet) ADJUSTED
 HU0400  ______________________________________________________________________
 HU0400  GEOID HEIGHT    -        -35.710 (meters)                     GEOID18
 HU0400  DYNAMIC HEIGHT  -         14.128 (meters)       46.35  (feet) COMP
 HU0400  MODELED GRAVITY -    980,014.3   (mgal)                       NAVD 88
 HU0400
 HU0400  VERT ORDER      -  FIRST     CLASS I
 HU0400
 HU0400.The horizontal coordinates were scaled from a map and have
 HU0400.an estimated accuracy of +/- 6 seconds.
 HU0400
 HU0400.The orthometric height was determined by differential leveling and
 HU0400.adjusted by the NATIONAL GEODETIC SURVEY
 HU0400.in June 1991.
 HU0400
 HU0400.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0400.GEOID18 height accuracy estimate available here.
 HU0400
 HU0400.Click photographs - Photos may exist for this station.
 HU0400
 HU0400.The dynamic height is computed by dividing the NAVD 88
 HU0400.geopotential number by the normal gravity value computed on the
 HU0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0400.degrees latitude (g = 980.6199 gals.).
 HU0400
 HU0400.The modeled gravity was interpolated from observed gravity values.
 HU0400
 HU0400;                    North         East    Units  Estimated Accuracy
 HU0400;SPC DE       -    54,030.      186,190.      MT  (+/- 180 meters Scaled)
 HU0400
 HU0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH498599(NAD 83)
 HU0400
 HU0400                          SUPERSEDED SURVEY CONTROL
 HU0400
 HU0400  NGVD 29 (11/26/84)   14.388  (m)           47.20   (f) ADJUSTED    1 1
 HU0400
 HU0400.Superseded values are not recommended for survey control.
 HU0400
 HU0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0400.See file dsdata.pdf to determine how the superseded data were derived.
 HU0400
 HU0400_MARKER: DB = BENCH MARK DISK
 HU0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0400_STAMPING: H 33 1963
 HU0400_MARK LOGO: CGS
 HU0400_PROJECTION: PROJECTING 8 CENTIMETERS
 HU0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0400+STABILITY: SURFACE MOTION
 HU0400
 HU0400  HISTORY     - Date     Condition        Report By
 HU0400  HISTORY     - 1963     MONUMENTED       CGS
 HU0400  HISTORY     - 1981     GOOD             UDE
 HU0400  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0400
 HU0400                          STATION DESCRIPTION
 HU0400
 HU0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0400'2.1 MI N FROM DELMAR.
 HU0400'2.1 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0400'AT DELMAR, ABOUT 0.2 MILE SOUTH OF MILEPOST 95, AT A DIRT ROAD
 HU0400'CROSSING, 31 FEET EAST OF EAST RAIL, 71 FEET NORTHEAST OF CENTER
 HU0400'OF THE CROSSING, 61 FEET NORTH OF CENTER LINE OF ROAD, 3 FEET SOUTH
 HU0400'OF A TELEPHONE POLE, 1.5 FEET NORTH OF A STEEL WITNESS POST, 3
 HU0400'FEET ABOVE LEVEL OF TRACK, AND SET IN THE TOP OF A CONCRETE POST
 HU0400'PROJECTING 3 INCHES.
 HU0400
 HU0400                          STATION RECOVERY (1981)
 HU0400
 HU0400'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0400'RECOVERED IN GOOD CONDITION.
 HU0400
 HU0400                          STATION RECOVERY (2013)
 HU0400
 HU0400'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0400'POSSIBLY DESTROYED.  A MONUMENT WAS FOUND OUT OF THE GROUND NEXT TO
 HU0400'THE
 HU0400'RAILROAD TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0402 ***********************************************************************
 HU0402  DESIGNATION -  H 34
 HU0402  PID         -  HU0402
 HU0402  STATE/COUNTY-  DE/SUSSEX
 HU0402  COUNTRY     -  US
 HU0402  USGS QUAD   -  DELMAR (2016)
 HU0402
 HU0402                         *CURRENT SURVEY CONTROL
 HU0402  ______________________________________________________________________
 HU0402* NAD 83(1991) POSITION- 38 27 23.35785(N) 075 34 41.00044(W)   ADJUSTED
 HU0402* NAVD 88 ORTHO HEIGHT -    16.343 (meters)       53.62  (feet) ADJUSTED
 HU0402  ______________________________________________________________________
 HU0402  GEOID HEIGHT    -        -35.731 (meters)                     GEOID18
 HU0402  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 HU0402  DYNAMIC HEIGHT  -         16.333 (meters)       53.59  (feet) COMP
 HU0402  MODELED GRAVITY -    980,012.7   (mgal)                       NAVD 88
 HU0402  OBS GRAVITY     -    980,010.3   (mgal)                       GRAV_OBS
 HU0402
 HU0402  HORZ ORDER      -  SECOND
 HU0402  VERT ORDER      -  FIRST     CLASS I
 HU0402
 HU0402.The horizontal coordinates were established by classical geodetic methods
 HU0402.and adjusted by the National Geodetic Survey in January 1992.
 HU0402
 HU0402.The orthometric height was determined by differential leveling and
 HU0402.adjusted by the NATIONAL GEODETIC SURVEY
 HU0402.in June 1991.
 HU0402
 HU0402.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0402.GEOID18 height accuracy estimate available here.
 HU0402
 HU0402.Click photographs - Photos may exist for this station.
 HU0402
 HU0402.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU0402
 HU0402.The dynamic height is computed by dividing the NAVD 88
 HU0402.geopotential number by the normal gravity value computed on the
 HU0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0402.degrees latitude (g = 980.6199 gals.).
 HU0402
 HU0402.The modeled gravity was interpolated from observed gravity values.
 HU0402
 HU0402.The observed gravity was obtained from relative gravimeter ties
 HU0402.to the IGSN71 gravity network.
 HU0402
 HU0402. The following values were computed from the NAD 83(1991) position.
 HU0402
 HU0402;                    North         East     Units Scale Factor Converg.
 HU0402;SPC DE       -    50,682.652   185,913.191   MT  0.99999744   -0 06 01.3
 HU0402;SPC DE       -   166,281.33    609,950.19   sFT  0.99999744   -0 06 01.3
 HU0402;SPC MD       -    88,639.997   524,106.782   MT  0.99997646   +0 53 32.9
 HU0402;SPC MD       -   290,813.06  1,719,507.00   sFT  0.99997646   +0 53 32.9
 HU0402;UTM  18      - 4,256,623.551   449,564.270   MT  0.99963133   -0 21 34.2
 HU0402
 HU0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0402!SPC DE       -   1.00000304  x   0.99999744  =   1.00000048
 HU0402!SPC MD       -   1.00000304  x   0.99997646  =   0.99997950
 HU0402!UTM  18      -   1.00000304  x   0.99963133  =   0.99963437
 HU0402
 HU0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4956456623(NAD 83)
 HU0402
 HU0402                          SUPERSEDED SURVEY CONTROL
 HU0402
 HU0402  NAD 83(1986)-  38 27 23.35080(N)    075 34 41.02390(W) AD(       ) 2
 HU0402  NAD 27      -  38 27 22.93508(N)    075 34 42.29011(W) AD(       ) 2
 HU0402  NGVD 29 (06/12/91)   16.597  (m)           54.45   (f) ADJUSTED    1 1
 HU0402  NGVD 29 (??/??/87)   16.593  (m)           54.44   (f) SUPERSEDED  1 1
 HU0402  NGVD 29              16.59   (m)           54.4    (f) LEVELING    3  
 HU0402
 HU0402.Superseded values are not recommended for survey control.
 HU0402
 HU0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0402.See file dsdata.pdf to determine how the superseded data were derived.
 HU0402
 HU0402_MARKER: DB = BENCH MARK DISK
 HU0402_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HU0402_STAMPING: H 34 1963
 HU0402_MARK LOGO: CGS
 HU0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0402+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 HU0402
 HU0402  HISTORY     - Date     Condition        Report By
 HU0402  HISTORY     - 1963     MONUMENTED       CGS
 HU0402  HISTORY     - 1974     GOOD             NGS
 HU0402  HISTORY     - 1974     GOOD             NGS
 HU0402  HISTORY     - 1981     GOOD             UDE
 HU0402  HISTORY     - 19891120 GOOD             NGS
 HU0402  HISTORY     - 20040419 GOOD             GEOCAC
 HU0402  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0402
 HU0402                          STATION DESCRIPTION
 HU0402
 HU0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0402'AT DELMAR.
 HU0402'AT DELMAR, 234 FEET SOUTH OF SOUTHEAST CORNER OF THE PENNSYLVANIA
 HU0402'RAILROAD STATION, 151 FEET NORTH OF CENTER LINE OF MAIN STREET,
 HU0402'34.5 FEET EAST OF EAST RAIL OF MAIN TRACK, 25 FEET NORTHWEST OF A
 HU0402'POLE SUPPORTING A HIGHBALL (A DISPLAY OF THE EARLIEST CLEAR TRACK
 HU0402'SIGNAL), 2 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, AND IS A DISK
 HU0402'ON A COPPER COATED STEEL ROD FLUSH WITH GROUND AND PROTECTED BY A
 HU0402'6-INCH TILE WHICH PROJECTS 2 INCHES.  THE ROD WAS DRIVEN TO A DEPTH
 HU0402'OF 88 FEET.
 HU0402
 HU0402                          STATION RECOVERY (1974)
 HU0402
 HU0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU0402'AT DELMAR, 234 FEET SOUTH OF SOUTHEAST CORNER OF THE
 HU0402'PENNSYLVANIA RAILROAD STATION, 151 FEET NORTH OF CENTER LINE
 HU0402'OF MAIN STREET, 34.5 FEET EAST OF EAST RAIL OF MAIN TRACK,
 HU0402'25 FEET NORTHWEST OF A POLE SUPPORTING A HIGHBALL (A DISPLAY
 HU0402'OF THE EARLIEST CLEAR TRACK SIGNAL), 2-1/2 FEET SOUTHEAST OF
 HU0402'A TELEPHONE POLE, AND IS A DISK ON A COPPER COATED STEEL ROD
 HU0402'FLUSH WITH GROUND AND PROTECTED BY A 6-INCH TILE WHICH
 HU0402'PROJECTS 2 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 88 FEET.
 HU0402
 HU0402                          STATION RECOVERY (1974)
 HU0402
 HU0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HU0402'RECOVERED IN GOOD CONDITION.
 HU0402
 HU0402                          STATION RECOVERY (1981)
 HU0402
 HU0402'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0402'RECOVERED IN GOOD CONDITION.
 HU0402
 HU0402                          STATION RECOVERY (1989)
 HU0402
 HU0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HU0402'IN DELMAR, AT THE INTERSECTION OF STATE STREET AND THE CONRAIL
 HU0402'RAILROAD, 46.0 M (150.92 FT) NORTH OF THE CENTERLINE OF THE STREET,
 HU0402'7.6 M (24.93 FT) NORTHWEST OF THE CENTER OF THE HIGHBALL RAILROAD
 HU0402'SIGNAL DISPLAY, 7.2 M (23.62 FT) WEST OF THE WEST CURB OF NORTH
 HU0402'PENNSYLVANIA AVENUE, 6.8 M (22.31 FT) EAST OF THE NEAR RAIL, 0.8 M
 HU0402'(2.62 FT) SOUTH OF A WITNESS POST AND UTILITY POLE, LEVEL WITH THE
 HU0402'TRACK, AND CRIMPED TO A COPPER COATED STEEL ROD THAT IS ENCASED IN A
 HU0402'6-INCH TILE PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 HU0402
 HU0402                          STATION RECOVERY (2004)
 HU0402
 HU0402'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 HU0402'RECOVERED IN GOOD CONDITION.
 HU0402
 HU0402                          STATION RECOVERY (2013)
 HU0402
 HU0402'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0402'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1126 ***********************************************************************
 JU1126  DESIGNATION -  H 35
 JU1126  PID         -  JU1126
 JU1126  STATE/COUNTY-  DE/KENT
 JU1126  COUNTRY     -  US
 JU1126  USGS QUAD   -  WYOMING (2016)
 JU1126
 JU1126                         *CURRENT SURVEY CONTROL
 JU1126  ______________________________________________________________________
 JU1126* NAD 83(2011) POSITION- 39 01 05.32915(N) 075 34 31.01943(W)   ADJUSTED
 JU1126* NAD 83(2011) ELLIP HT-   -15.809 (meters)        (12/20/17)   ADJUSTED
 JU1126* NAD 83(2011) EPOCH   -  2010.00
 JU1126* NAVD 88 ORTHO HEIGHT -    19.020 (meters)       62.40  (feet) ADJUSTED
 JU1126  ______________________________________________________________________
 JU1126  GEOID HEIGHT    -        -34.831 (meters)                     GEOID18
 JU1126  NAD 83(2011) X  -  1,236,084.116 (meters)                     COMP
 JU1126  NAD 83(2011) Y  - -4,805,622.362 (meters)                     COMP
 JU1126  NAD 83(2011) Z  -  3,993,872.507 (meters)                     COMP
 JU1126  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 JU1126  DYNAMIC HEIGHT  -         19.009 (meters)       62.37  (feet) COMP
 JU1126  MODELED GRAVITY -    980,055.5   (mgal)                       NAVD 88
 JU1126
 JU1126  VERT ORDER      -  FIRST     CLASS I
 JU1126
 JU1126  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU1126  Standards:
 JU1126         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU1126            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU1126  -------------------------------------------------------------------
 JU1126  NETWORK    1.06   0.96           0.47   0.39   0.49     -0.10980317
 JU1126  -------------------------------------------------------------------
 JU1126  Click here for local accuracies and other accuracy information.
 JU1126
 JU1126.The horizontal coordinates were established by GPS observations
 JU1126.and adjusted by the MASER CONSULTING in December 2017.
 JU1126
 JU1126.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU1126.been affixed to the stable North American tectonic plate. See 
 JU1126.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU1126
 JU1126.The horizontal coordinates are valid at the epoch date displayed above
 JU1126.which is a decimal equivalence of Year/Month/Day.
 JU1126
 JU1126.The orthometric height was determined by differential leveling and
 JU1126.adjusted by the NATIONAL GEODETIC SURVEY
 JU1126.in June 1991.
 JU1126
 JU1126.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1126.GEOID18 height accuracy estimate available here.
 JU1126
 JU1126.Click photographs - Photos may exist for this station.
 JU1126
 JU1126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1126
 JU1126.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1126
 JU1126.The ellipsoidal height was determined by GPS observations
 JU1126.and is referenced to NAD 83.
 JU1126
 JU1126.The dynamic height is computed by dividing the NAVD 88
 JU1126.geopotential number by the normal gravity value computed on the
 JU1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1126.degrees latitude (g = 980.6199 gals.).
 JU1126
 JU1126.The modeled gravity was interpolated from observed gravity values.
 JU1126
 JU1126. The following values were computed from the NAD 83(2011) position.
 JU1126
 JU1126;                    North         East     Units Scale Factor Converg.
 JU1126;SPC DE       -   113,031.971   186,263.198   MT  0.99999732   -0 05 59.5
 JU1126;SPC DE       -   370,839.06    611,098.51   sFT  0.99999732   -0 05 59.5
 JU1126;UTM  18      - 4,318,947.785   450,197.773   MT  0.99963054   -0 21 43.9
 JU1126
 JU1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1126!SPC DE       -   1.00000248  x   0.99999732  =   0.99999980
 JU1126!UTM  18      -   1.00000248  x   0.99963054  =   0.99963302
 JU1126
 JU1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5019718947(NAD 83)
 JU1126
 JU1126                          SUPERSEDED SURVEY CONTROL
 JU1126
 JU1126  NGVD 29 (11/26/84)   19.260  (m)           63.19   (f) ADJUSTED    1 1
 JU1126
 JU1126.Superseded values are not recommended for survey control.
 JU1126
 JU1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1126.See file dsdata.pdf to determine how the superseded data were derived.
 JU1126
 JU1126_MARKER: DB = BENCH MARK DISK
 JU1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1126_STAMPING: H 35 1963
 JU1126_MARK LOGO: CGS
 JU1126_PROJECTION: FLUSH
 JU1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1126+STABILITY: SURFACE MOTION
 JU1126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1126+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2021
 JU1126
 JU1126  HISTORY     - Date     Condition        Report By
 JU1126  HISTORY     - 1963     MONUMENTED       CGS
 JU1126  HISTORY     - 1970     GOOD             NGS
 JU1126  HISTORY     - 1981     GOOD             UDE
 JU1126  HISTORY     - 1987     GOOD             USPSQD
 JU1126  HISTORY     - 20100417 GOOD             BECMOR
 JU1126  HISTORY     - 20111011 GOOD             DELCOS
 JU1126  HISTORY     - 20120320 GOOD             DELCOS
 JU1126  HISTORY     - 20210309 GOOD             USPSQD
 JU1126
 JU1126                          STATION DESCRIPTION
 JU1126
 JU1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1126'0.5 MI N FROM FELTON.
 JU1126'0.5 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT
 JU1126'FELTON, ABOUT 0.15 MILE NORTH OF MILEPOST 58, AT A BLACK TOP
 JU1126'ROAD CROSSING, AT THE SOUTHEAST CORNER OF A CULTIVATED FIELD, 33
 JU1126'FEET NORTHWEST OF CENTER OF CROSSING, 17.2 FEET WEST OF WEST RAIL,
 JU1126'6 FEET SOUTH OF THE SOUTH SIDE OF A SIGNAL CONTROL BOX, 4 FEET
 JU1126'EAST OF SOUTHEAST FENCE CORNER, 1.5 FEET NORTH OF A STEEL WITNESS
 JU1126'POST, 1 1/2 FEET ABOVE LEVEL OF TRACK, AND SET IN THE TOP OF A
 JU1126'CONCRETE POST PROJECTING 3 INCHES.
 JU1126
 JU1126                          STATION RECOVERY (1970)
 JU1126
 JU1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JU1126'RECOVERED IN GOOD CONDITION.
 JU1126
 JU1126                          STATION RECOVERY (1981)
 JU1126
 JU1126'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1126'RECOVERED IN GOOD CONDITION.
 JU1126
 JU1126                          STATION RECOVERY (1987)
 JU1126
 JU1126'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFL)
 JU1126'RECOVERED IN GOOD CONDITION.
 JU1126
 JU1126                          STATION RECOVERY (2010)
 JU1126
 JU1126'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1126'OPUS-RS (SPC 0700 2007) N=113032M E=186263M
 JU1126
 JU1126                          STATION RECOVERY (2011)
 JU1126
 JU1126'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011 (ARD)
 JU1126'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
 JU1126
 JU1126                          STATION RECOVERY (2012)
 JU1126
 JU1126'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1126'RECOVERED IN GOOD CONDITION.
 JU1126
 JU1126                          STATION RECOVERY (2021)
 JU1126
 JU1126'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 JU1126'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1013 ***********************************************************************
 JU1013  DESIGNATION -  H 37
 JU1013  PID         -  JU1013
 JU1013  STATE/COUNTY-  DE/KENT
 JU1013  COUNTRY     -  US
 JU1013  USGS QUAD   -  BOMBAY HOOK ISLAND (2016)
 JU1013
 JU1013                         *CURRENT SURVEY CONTROL
 JU1013  ______________________________________________________________________
 JU1013* NAD 83(1986) POSITION- 39 18 39.77   (N) 075 29 56.94   (W)   HD_HELD1
 JU1013* NAVD 88 ORTHO HEIGHT -     1.309 (meters)        4.29  (feet) ADJUSTED
 JU1013  ______________________________________________________________________
 JU1013  GEOID HEIGHT    -        -33.940 (meters)                     GEOID18
 JU1013  DYNAMIC HEIGHT  -          1.308 (meters)        4.29  (feet) COMP
 JU1013  MODELED GRAVITY -    980,109.5   (mgal)                       NAVD 88
 JU1013
 JU1013  VERT ORDER      -  FIRST     CLASS II
 JU1013
 JU1013.The horizontal coordinates were determined by differentially corrected
 JU1013.hand held GPS observations or other comparable positioning techniques
 JU1013.and have an estimated accuracy of +/- 3 meters.
 JU1013
 JU1013.The orthometric height was determined by differential leveling and
 JU1013.adjusted by the NATIONAL GEODETIC SURVEY
 JU1013.in January 2013.
 JU1013
 JU1013.No vertical observational check was made to the station.
 JU1013
 JU1013.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1013.GEOID18 height accuracy estimate available here.
 JU1013
 JU1013.Click photographs - Photos may exist for this station.
 JU1013
 JU1013.The dynamic height is computed by dividing the NAVD 88
 JU1013.geopotential number by the normal gravity value computed on the
 JU1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1013.degrees latitude (g = 980.6199 gals.).
 JU1013
 JU1013.The modeled gravity was interpolated from observed gravity values.
 JU1013
 JU1013;                    North         East    Units  Estimated Accuracy
 JU1013;SPC DE       -   145,540.5     192,886.2     MT  (+/- 3 meters HH1 GPS) 
 JU1013
 JU1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5696751413(NAD 83)
 JU1013
 JU1013                          SUPERSEDED SURVEY CONTROL
 JU1013
 JU1013  NAVD 88 (06/15/91)    1.297  (m)            4.26   (f) SUPERSEDED  1 1
 JU1013  NGVD 29 (11/26/84)    1.536  (m)            5.04   (f) ADJUSTED    1 1
 JU1013
 JU1013.Superseded values are not recommended for survey control.
 JU1013
 JU1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1013.See file dsdata.pdf to determine how the superseded data were derived.
 JU1013
 JU1013_MARKER: DB = BENCH MARK DISK
 JU1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1013_STAMPING: H 37 1963
 JU1013_MARK LOGO: CGS
 JU1013_PROJECTION: FLUSH
 JU1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1013+STABILITY: SURFACE MOTION
 JU1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1013+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2021
 JU1013
 JU1013  HISTORY     - Date     Condition        Report By
 JU1013  HISTORY     - 1963     MONUMENTED       CGS
 JU1013  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1013  HISTORY     - 19900312 GOOD             NGS
 JU1013  HISTORY     - 20100507 GOOD             BECMOR
 JU1013  HISTORY     - 20110131 GOOD             USFWS
 JU1013  HISTORY     - 20120321 GOOD             DELCOS
 JU1013  HISTORY     - 20210303 GOOD             USPSQD
 JU1013
 JU1013                          STATION DESCRIPTION
 JU1013
 JU1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1013'6 MI E FROM SMYRNA.
 JU1013'ABOUT 5.95 MILES EAST ALONG STATE HIGHWAY 6 FROM THE INTERSECTION
 JU1013'OF U.S. HIGHWAY 13 AT SMYRNA, AT THE JUNCTION OF A GRAVEL ROAD
 JU1013'LEADING SOUTH, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 JU1013'WEST AND NORTHEAST, 91 FEET SOUTH-SOUTHEAST AND ACROSS HIGHWAY
 JU1013'FROM THE SOUTHEAST CORNER OF A TWO STORY WHITE FRAME HOUSE,
 JU1013'53 FEET SOUTH OF CENTERLINE OF THE HIGHWAY, 19 FEET EAST OF
 JU1013'CENTERLINE OF THE ROAD, 40 FEET SOUTHEAST OF TELEPHONE POLE 235,
 JU1013'6 FEET SOUTH OF A 12-INCH PINE TREE, 1.5 FEET WEST OF A STEEL
 JU1013'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU1013'2 INCHES.
 JU1013
 JU1013                          STATION RECOVERY (1981)
 JU1013
 JU1013'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1013'MARK NOT FOUND.
 JU1013
 JU1013                          STATION RECOVERY (1990)
 JU1013
 JU1013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU1013'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.6 KM (5.97
 JU1013'MI) EASTERLY ALONG STATE HIGHWAY 6 FROM THE JUNCTION OF U .S HIGHWAY
 JU1013'13 IN SMYRNA, ON THE OUTSIDE OF A CURVE WITH TANGENTS LEADING WEST
 JU1013'AND NORTHEAST, 41.3 M (135.50 FT) SOUTH OF THE SOUTHEAST CORNER OF A
 JU1013'MOBILE HOME, 16.2 M (53.15 FT) SOUTH OF THE CENTERLINE OF THE
 JU1013'HIGHWAY, 5.8 M (19.03 FT) EAST OF THE CENTER OF A GRAVELED ROAD, 5.8
 JU1013'M (19.03 FT) EAST OF TELEPHONE PEDESTAL NUMBER HA 235, 0.5 M (1.64
 JU1013'FT) WEST OF A WITNESS POST, AND IN A CONCRETE MONUMENT THAT PROJECTS
 JU1013'0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 JU1013
 JU1013                          STATION RECOVERY (2010)
 JU1013
 JU1013'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1013'RECOVERED IN GOOD CONDITION.
 JU1013
 JU1013                          STATION RECOVERY (2011)
 JU1013
 JU1013'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2011 (MJH)
 JU1013'RECOVERED AS DESCRIBED.
 JU1013
 JU1013                          STATION RECOVERY (2012)
 JU1013
 JU1013'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1013'RECOVERED IN GOOD CONDITION.
 JU1013
 JU1013                          STATION RECOVERY (2021)
 JU1013
 JU1013'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 JU1013'THE MARK IS LOCATED 0.5 M (1.6 FT) NORTH OF A WITNESS POST, NOT WEST
 JU1013'AS PREVIOUSLY DESCRIBED.  THE TWO STORY WHITE HOUSE IS GONE, REPLACED
 JU1013'BY A SINGLE STORY BLUE PREFAB.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1933 ***********************************************************************
 JU1933  DESIGNATION -  H 38
 JU1933  PID         -  JU1933
 JU1933  STATE/COUNTY-  DE/NEW CASTLE
 JU1933  COUNTRY     -  US
 JU1933  USGS QUAD   -  SAINT GEORGES (2016)
 JU1933
 JU1933                         *CURRENT SURVEY CONTROL
 JU1933  ______________________________________________________________________
 JU1933* NAD 83(1986) POSITION- 39 32 02.2    (N) 075 42 17.7    (W)   HD_HELD2
 JU1933* NAVD 88 ORTHO HEIGHT -    16.730 (meters)       54.89  (feet) ADJUSTED
 JU1933  ______________________________________________________________________
 JU1933  GEOID HEIGHT    -        -33.326 (meters)                     GEOID18
 JU1933  DYNAMIC HEIGHT  -         16.722 (meters)       54.86  (feet) COMP
 JU1933  MODELED GRAVITY -    980,135.9   (mgal)                       NAVD 88
 JU1933
 JU1933  VERT ORDER      -  FIRST     CLASS I
 JU1933
 JU1933.The horizontal coordinates were established by autonomous hand held GPS
 JU1933.observations and have an estimated accuracy of +/- 10 meters.
 JU1933
 JU1933.The orthometric height was determined by differential leveling and
 JU1933.adjusted by the NATIONAL GEODETIC SURVEY
 JU1933.in June 1991.
 JU1933
 JU1933.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1933.GEOID18 height accuracy estimate available here.
 JU1933
 JU1933.Click photographs - Photos may exist for this station.
 JU1933
 JU1933.The dynamic height is computed by dividing the NAVD 88
 JU1933.geopotential number by the normal gravity value computed on the
 JU1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1933.degrees latitude (g = 980.6199 gals.).
 JU1933
 JU1933.The modeled gravity was interpolated from observed gravity values.
 JU1933
 JU1933;                    North         East    Units  Estimated Accuracy
 JU1933;SPC DE       -   170,324.      175,219.      MT  (+/- 10 meters HH2 GPS)
 JU1933
 JU1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3942176268(NAD 83)
 JU1933
 JU1933                          SUPERSEDED SURVEY CONTROL
 JU1933
 JU1933  NGVD 29 (11/26/84)   16.969  (m)           55.67   (f) ADJUSTED    1 1
 JU1933
 JU1933.Superseded values are not recommended for survey control.
 JU1933
 JU1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1933.See file dsdata.pdf to determine how the superseded data were derived.
 JU1933
 JU1933_MARKER: DB = BENCH MARK DISK
 JU1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1933_STAMPING: H 38 1963
 JU1933_MARK LOGO: CGS
 JU1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1933+STABILITY: SURFACE MOTION
 JU1933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1933+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1933
 JU1933  HISTORY     - Date     Condition        Report By
 JU1933  HISTORY     - 1963     MONUMENTED       CGS
 JU1933  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1933  HISTORY     - 20011008 GOOD             LANENG
 JU1933  HISTORY     - 20011010 GOOD             LANENG
 JU1933  HISTORY     - 20050817 GOOD             GEOCAC
 JU1933  HISTORY     - 20130711 GOOD             DELCOS
 JU1933
 JU1933                          STATION DESCRIPTION
 JU1933
 JU1933'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1933'2.6 MI S FROM KIRKWOOD.
 JU1933'2.6 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1933'CROSSING OF STATE HIGHWAY 71 AT KIRKWOOD, AT MILEPOST 19, AT
 JU1933'A BLACK TOP ROAD CROSSING, 90 FEET NORTHEAST OF CENTER OF
 JU1933'CROSSING, 79 FEET EAST AND ACROSS TRACK FROM MILEPOST, 60.5 FEET
 JU1933'EAST OF EAST RAIL, 18 FEET NORTH OF CENTERLINE OF BLACK TOP ROAD,
 JU1933'3 FEET EAST OF POWER POLE DP AND L29, 4 FEET ABOVE LEVEL OF
 JU1933'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JU1933
 JU1933                          STATION RECOVERY (1981)
 JU1933
 JU1933'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1933'MARK NOT FOUND.
 JU1933
 JU1933                          STATION RECOVERY (2001)
 JU1933
 JU1933'RECOVERY NOTE BY LANDMARK ENGINEERING 2001 (MG)
 JU1933'RECOVERED IN GOOD CONDITION.
 JU1933
 JU1933                          STATION RECOVERY (2001)
 JU1933
 JU1933'RECOVERY NOTE BY LANDMARK ENGINEERING 2001 (MG)
 JU1933'RECOVERED IN GOOD CONDITION.
 JU1933
 JU1933                          STATION RECOVERY (2005)
 JU1933
 JU1933'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU1933'THE PREVIOUSLY DESCRIBED BLACK TOP ROAD IS LOREWOOD GROVE ROAD.  THE
 JU1933'POWER POLE IS NUMBERED 44155 35710.
 JU1933
 JU1933                          STATION RECOVERY (2013)
 JU1933
 JU1933'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1933'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1365 ***********************************************************************
 JU1365  DESIGNATION -  H 39
 JU1365  PID         -  JU1365
 JU1365  STATE/COUNTY-  DE/NEW CASTLE
 JU1365  COUNTRY     -  US
 JU1365  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU1365
 JU1365                         *CURRENT SURVEY CONTROL
 JU1365  ______________________________________________________________________
 JU1365* NAD 83(1986) POSITION- 39 45 10.     (N) 075 30 17.     (W)   SCALED
 JU1365* NAVD 88 ORTHO HEIGHT -     2.965 (meters)        9.73  (feet) ADJUSTED
 JU1365  ______________________________________________________________________
 JU1365  GEOID HEIGHT    -        -32.955 (meters)                     GEOID18
 JU1365  DYNAMIC HEIGHT  -          2.963 (meters)        9.72  (feet) COMP
 JU1365  MODELED GRAVITY -    980,174.7   (mgal)                       NAVD 88
 JU1365  OBS GRAVITY     -    980,177.0   (mgal)                       GRAV_OBS
 JU1365
 JU1365  VERT ORDER      -  FIRST     CLASS I
 JU1365
 JU1365.The horizontal coordinates were scaled from a map and have
 JU1365.an estimated accuracy of +/- 6 seconds.
 JU1365
 JU1365.The orthometric height was determined by differential leveling and
 JU1365.adjusted by the NATIONAL GEODETIC SURVEY
 JU1365.in June 1991.
 JU1365
 JU1365.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1365.GEOID18 height accuracy estimate available here.
 JU1365
 JU1365.Click photographs - Photos may exist for this station.
 JU1365
 JU1365.The dynamic height is computed by dividing the NAVD 88
 JU1365.geopotential number by the normal gravity value computed on the
 JU1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1365.degrees latitude (g = 980.6199 gals.).
 JU1365
 JU1365.The modeled gravity was interpolated from observed gravity values.
 JU1365
 JU1365.The observed gravity was obtained from relative gravimeter ties
 JU1365.to the IGSN71 gravity network.
 JU1365
 JU1365;                    North         East    Units  Estimated Accuracy
 JU1365;SPC DE       -   194,580.      192,450.      MT  (+/- 180 meters Scaled)
 JU1365
 JU1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK567004(NAD 83)
 JU1365
 JU1365                          SUPERSEDED SURVEY CONTROL
 JU1365
 JU1365  NGVD 29 (11/26/84)    3.230  (m)           10.60   (f) ADJUSTED    1 1
 JU1365
 JU1365.Superseded values are not recommended for survey control.
 JU1365
 JU1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1365.See file dsdata.pdf to determine how the superseded data were derived.
 JU1365
 JU1365_MARKER: DB = BENCH MARK DISK
 JU1365_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU1365_STAMPING: H 39 1963
 JU1365_MARK LOGO: CGS
 JU1365_PROJECTION: PROJECTING 3 CENTIMETERS
 JU1365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1365
 JU1365  HISTORY     - Date     Condition        Report By
 JU1365  HISTORY     - 1963     MONUMENTED       CGS
 JU1365  HISTORY     - 1964     GOOD             CGS
 JU1365  HISTORY     - 1975     POOR             LOCENG
 JU1365  HISTORY     - 1981     GOOD             UDE
 JU1365  HISTORY     - 19900108 MARK NOT FOUND   USGS
 JU1365
 JU1365                          STATION DESCRIPTION
 JU1365
 JU1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1365'AT WILMINGTON.
 JU1365'AT WILMINGTON, ALONG THE PA. RAILROAD, AT THE OVERPASS OF EDGEMOOR
 JU1365'ROAD OVER TRACK, AT THE EDGEMOOR PASSENGER WAITING STATION,
 JU1365'220 FEET SOUTH OF CENTER LINE OF U.S. HIGHWAY 13 ALTERNATE, 32
 JU1365'FEET NORTH OF NORTH RAIL OF NORTHERNMOST TRACK, 15.5 FEET WEST
 JU1365'OF NORTHWEST CORNER OF STATION, 4 FEET NORTH OF NORTHWEST CORNER
 JU1365'OF CONCRETE BASE SUPPORTING A STEEL POWER POLE, 1.5 FEET SOUTH
 JU1365'OF A STEEL WITNESS POST, AND IS A DISK ON A COPPER COATED STEEL
 JU1365'ROD PROJECTING 1 INCH ABOVE GROUND AND PROTECTED BY A 6-INCH
 JU1365'TILE WHICH PROJECTS 3 INCHES.  THE ROD WAS DRIVEN TO A DEPTH
 JU1365'OF 32 FEET.
 JU1365
 JU1365                          STATION RECOVERY (1975)
 JU1365
 JU1365'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JU1365'MARK RECOVERED IN POOR CONDITION.
 JU1365
 JU1365                          STATION RECOVERY (1981)
 JU1365
 JU1365'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1365'RECOVERED IN GOOD CONDITION.
 JU1365
 JU1365                          STATION RECOVERY (1990)
 JU1365
 JU1365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 JU1365'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2197 ***********************************************************************
 JU2197  DESIGNATION -  H 41
 JU2197  PID         -  JU2197
 JU2197  STATE/COUNTY-  DE/NEW CASTLE
 JU2197  COUNTRY     -  US
 JU2197  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2197
 JU2197                         *CURRENT SURVEY CONTROL
 JU2197  ______________________________________________________________________
 JU2197* NAD 83(1986) POSITION- 39 40 07.     (N) 075 34 56.     (W)   SCALED
 JU2197* NAVD 88 ORTHO HEIGHT -     8.445 (meters)       27.71  (feet) ADJUSTED
 JU2197  ______________________________________________________________________
 JU2197  GEOID HEIGHT    -        -33.082 (meters)                     GEOID18
 JU2197  DYNAMIC HEIGHT  -          8.441 (meters)       27.69  (feet) COMP
 JU2197  MODELED GRAVITY -    980,161.2   (mgal)                       NAVD 88
 JU2197
 JU2197  VERT ORDER      -  FIRST     CLASS II
 JU2197
 JU2197.The horizontal coordinates were scaled from a map and have
 JU2197.an estimated accuracy of +/- 6 seconds.
 JU2197
 JU2197.The orthometric height was determined by differential leveling and
 JU2197.adjusted by the NATIONAL GEODETIC SURVEY
 JU2197.in June 1991.
 JU2197
 JU2197.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2197.GEOID18 height accuracy estimate available here.
 JU2197
 JU2197.Click photographs - Photos may exist for this station.
 JU2197
 JU2197.The dynamic height is computed by dividing the NAVD 88
 JU2197.geopotential number by the normal gravity value computed on the
 JU2197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2197.degrees latitude (g = 980.6199 gals.).
 JU2197
 JU2197.The modeled gravity was interpolated from observed gravity values.
 JU2197
 JU2197;                    North         East    Units  Estimated Accuracy
 JU2197;SPC DE       -   185,250.      185,800.      MT  (+/- 180 meters Scaled)
 JU2197
 JU2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ500911(NAD 83)
 JU2197
 JU2197                          SUPERSEDED SURVEY CONTROL
 JU2197
 JU2197.No superseded survey control is available for this station.
 JU2197
 JU2197_MARKER: DB = BENCH MARK DISK
 JU2197_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2197_STAMPING: H 41 1979
 JU2197_PROJECTION: FLUSH
 JU2197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2197_ROD/PIPE-DEPTH: 4.57 meters
 JU2197
 JU2197  HISTORY     - Date     Condition        Report By
 JU2197  HISTORY     - 1979     MONUMENTED       NGS
 JU2197  HISTORY     - 19910330 GOOD             USPSQD
 JU2197  HISTORY     - 20081023 MARK NOT FOUND   DEDT
 JU2197  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU2197
 JU2197                          STATION DESCRIPTION
 JU2197
 JU2197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2197'IN WILMINGTON MANOR GARDENS.
 JU2197'IN WILMINGTON MANOR GARDENS, 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY
 JU2197'41 FROM THE OVERPASS OVER U.S. HIGHWAY 13 IN WILMINGTON MANOR, AT THE
 JU2197'JUNCTION OF A PAVED ROAD LEADING NORTHEAST, NORTHEAST AND ACROSS
 JU2197'HIGHWAY FROM THE MOST SOUTHEASTERLY OF TWO ENTRANCES TO THE WILLIAM
 JU2197'PENN HIGH SCHOOL, SET IN MEDIAN BETWEEN THE NORTHBOUND LANES OF THE
 JU2197'HIGHWAY AND A PAVED ROAD RUNNING PARALLEL TO IT, 14.3 FEET NORTHWEST
 JU2197'OF THE CURB AROUND THE SOUTHEAST END OF THE MEDIAN, 5.8 FEET NORTHEAST
 JU2197'OF THE CURB FOR THE  HIGHWAY, 7.8 FEET SOUTHWEST OF THE CURB OF THE
 JU2197'ROAD RUNNING PARALLEL, 5.0 FEET WEST-SOUTHWEST OF A POLE SUPPORTING
 JU2197'TRAFFIC LIGHTS, 5.2 FEET WEST NORTHWEST OF POWER POLE 47651.
 JU2197'THE MARK IS 0.5 FT ABOVE HIGHWAY.
 JU2197
 JU2197                          STATION RECOVERY (1991)
 JU2197
 JU2197'RECOVERY NOTE BY US POWER SQUADRON 1991 (SC)
 JU2197'RECOVERED IN GOOD CONDITION.
 JU2197
 JU2197                          STATION RECOVERY (2008)
 JU2197
 JU2197'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (AOK)
 JU2197'MARK NOT FOUND.
 JU2197
 JU2197                          STATION RECOVERY (2013)
 JU2197
 JU2197'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU2197'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DK6530 ***********************************************************************
 DK6530  DESIGNATION -  H 43
 DK6530  PID         -  DK6530
 DK6530  STATE/COUNTY-  DE/SUSSEX
 DK6530  COUNTRY     -  US
 DK6530  USGS QUAD   -  ELLENDALE (2016)
 DK6530
 DK6530                         *CURRENT SURVEY CONTROL
 DK6530  ______________________________________________________________________
 DK6530* NAD 83(1986) POSITION- 38 49 13.9    (N) 075 26 20.8    (W)   HD_HELD2
 DK6530* NAVD 88 ORTHO HEIGHT -    14.788 (meters)       48.52  (feet) ADJUSTED
 DK6530  ______________________________________________________________________
 DK6530  GEOID HEIGHT    -        -35.441 (meters)                     GEOID18
 DK6530  DYNAMIC HEIGHT  -         14.779 (meters)       48.49  (feet) COMP
 DK6530  MODELED GRAVITY -    980,034.2   (mgal)                       NAVD 88
 DK6530
 DK6530  VERT ORDER      -  SECOND    CLASS II
 DK6530
 DK6530.The horizontal coordinates were established by autonomous hand held GPS
 DK6530.observations and have an estimated accuracy of +/- 10 meters.
 DK6530
 DK6530.The orthometric height was determined by differential leveling and
 DK6530.adjusted by the NATIONAL GEODETIC SURVEY
 DK6530.in September 2008.
 DK6530
 DK6530.No vertical observational check was made to the station.
 DK6530
 DK6530.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6530.GEOID18 height accuracy estimate available here.
 DK6530
 DK6530.Click photographs - Photos may exist for this station.
 DK6530
 DK6530.The dynamic height is computed by dividing the NAVD 88
 DK6530.geopotential number by the normal gravity value computed on the
 DK6530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6530.degrees latitude (g = 980.6199 gals.).
 DK6530
 DK6530.The modeled gravity was interpolated from observed gravity values.
 DK6530
 DK6530;                    North         East    Units  Estimated Accuracy
 DK6530;SPC DE       -    91,082.      198,051.      MT  (+/- 10 meters HH2 GPS)
 DK6530
 DK6530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6188096952(NAD 83)
 DK6530
 DK6530                          SUPERSEDED SURVEY CONTROL
 DK6530
 DK6530.No superseded survey control is available for this station.
 DK6530
 DK6530_MARKER: DV = VERTICAL CONTROL DISK
 DK6530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6530_STAMPING: H 43 2004
 DK6530_MARK LOGO: NGS
 DK6530_PROJECTION: FLUSH
 DK6530_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6530+STABILITY: SURFACE MOTION
 DK6530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6530+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2012
 DK6530
 DK6530  HISTORY     - Date     Condition        Report By
 DK6530  HISTORY     - 20041031 MONUMENTED       DEDT
 DK6530  HISTORY     - 20080715 GOOD             DEDT
 DK6530  HISTORY     - 20120213 GOOD             DELCOS
 DK6530
 DK6530                          STATION DESCRIPTION
 DK6530
 DK6530'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008
 DK6530'THE STATION IS LOCATED IN SUSSEX COUNTY, DELAWARE, NEAR ELLENDALE,
 DK6530'6.25 MI (10.06 KM)  SOUTH OF MILFORD, 1.2 MI (1.93 KM) EAST OF
 DK6530'ELLENDALE, AND 8.05 MI (12.95 KM) WEST OF  GREENWOOD. THE STATION IS
 DK6530'LOCATED ON DELAWARE DEPARTMENT OF TRANSPORTATION RIGHT  OF WAY.
 DK6530'
 DK6530'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 16 (MAIN
 DK6530'STREET, ELLENDALE)  AND THE RAILROAD CROSSING, PROCEED 0.8 MI (1.29
 DK6530'KM) WEST ON STATE ROUTE 16 (MAIN STREET,  ELLENDALE) TO THE
 DK6530'INTERSECTION OF STATE ROUTE 16 (BEACH HIGHWAY) AND US HIGHWAY 113
 DK6530'(DUPONT BOULEVARD), THENCE 0.9 MI (1.45 KM) NORTH ALONG US HIGHWAY 113
 DK6530'(DUPONT  BOULEVARD) AND THE STATION ON THE LEFT. TO REACH THE STATION
 DK6530'FROM THE INTERSECTION OF  STATE ROUTE 36 (SHAWNEE ROAD) AND US HIGHWAY
 DK6530'113 (DUPONT BOULEVARD) PROCEED 5.5 MI (8.85  KM) ALONG US HIGHWAY 113
 DK6530'(DUPONT BOULEVARD) TO THE STATION ON THE RIGHT. THE STATION IS  A
 DK6530'BRASS DISK SET IN THE TOP OF A 1 FOOT (30 CM) DIAMETER CONCRETE POST.
 DK6530'
 DK6530'THE STATION IS LOCATED 34.2 FEET (10.42 M) WEST OF THE CENTERLINE OF
 DK6530'THE SOUTHBOUND LANES  OF US HIGHWAY 113 (DUPONT BOULEVARD), 26.4 FEET
 DK6530'SOUTH OF AN ORANGE FIBERGLASS WITNESS  POST, AND 32.8 FEET (10.0 M)
 DK6530'SOUTH-SOUTHEAST FROM A 10 INCH (25 CM) HOLLY  WITH A PAINT BLAZE  AND
 DK6530'A STATE FOREST BOUNDARY SIGN ON IT.
 DK6530
 DK6530                          STATION RECOVERY (2012)
 DK6530
 DK6530'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DK6530'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DM8476 ***********************************************************************
 DM8476  DESIGNATION -  H 47
 DM8476  PID         -  DM8476
 DM8476  STATE/COUNTY-  DE/SUSSEX
 DM8476  COUNTRY     -  US
 DM8476  USGS QUAD   -  MILTON (2016)
 DM8476
 DM8476                         *CURRENT SURVEY CONTROL
 DM8476  ______________________________________________________________________
 DM8476* NAD 83(1986) POSITION- 38 47 24.6    (N) 075 22 16.5    (W)   HD_HELD2
 DM8476* NAVD 88 ORTHO HEIGHT -    12.436 (meters)       40.80  (feet) ADJUSTED
 DM8476  ______________________________________________________________________
 DM8476  GEOID HEIGHT    -        -35.524 (meters)                     GEOID18
 DM8476  DYNAMIC HEIGHT  -         12.429 (meters)       40.78  (feet) COMP
 DM8476  MODELED GRAVITY -    980,032.7   (mgal)                       NAVD 88
 DM8476
 DM8476  VERT ORDER      -  SECOND    CLASS I
 DM8476
 DM8476.The horizontal coordinates were established by autonomous hand held GPS
 DM8476.observations and have an estimated accuracy of +/- 10 meters.
 DM8476
 DM8476.The orthometric height was determined by differential leveling and
 DM8476.adjusted by the NATIONAL GEODETIC SURVEY
 DM8476.in July 2011.
 DM8476
 DM8476.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8476.GEOID18 height accuracy estimate available here.
 DM8476
 DM8476.Click photographs - Photos may exist for this station.
 DM8476
 DM8476.The dynamic height is computed by dividing the NAVD 88
 DM8476.geopotential number by the normal gravity value computed on the
 DM8476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8476.degrees latitude (g = 980.6199 gals.).
 DM8476
 DM8476.The modeled gravity was interpolated from observed gravity values.
 DM8476
 DM8476;                    North         East    Units  Estimated Accuracy
 DM8476;SPC DE       -    87,712.      203,946.      MT  (+/- 10 meters HH2 GPS)
 DM8476
 DM8476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6775893557(NAD 83)
 DM8476
 DM8476                          SUPERSEDED SURVEY CONTROL
 DM8476
 DM8476.No superseded survey control is available for this station.
 DM8476
 DM8476_MARKER: DD = SURVEY DISK
 DM8476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8476_STAMPING: H 47 2010
 DM8476_MARK LOGO: DEDT
 DM8476_PROJECTION: FLUSH
 DM8476_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8476+STABILITY: SURFACE MOTION
 DM8476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8476+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2010
 DM8476
 DM8476  HISTORY     - Date     Condition        Report By
 DM8476  HISTORY     - 20100506 MONUMENTED       DEDT
 DM8476
 DM8476                          STATION DESCRIPTION
 DM8476
 DM8476'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (BRC)
 DM8476'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHWEST OF HARBESON, 3.4
 DM8476'MI (5.5 KM) WEST-NORTHWEST OF MILTON AND 3.0 MI (4.8 KM)
 DM8476'EAST-SOUTHEAST OF ELLENDALE.
 DM8476'
 DM8476'TO REACH FROM THE INTERSECTION OF STATE ROUTE 16 (MILTON-ELLENDALE
 DM8476'HWY) AND STATE ROUTE 5 (UNION STREET) PROCEED WESTERLY 3.1 MI (5.0 KM)
 DM8476'ALONG STATE ROUTE 16 (MILTON-ELLENDALE HWY)TO THE MARK ON THE RIGHT.
 DM8476'
 DM8476'IT IS LOCATED ON THE WEST SIDE OF THE ENTRANCE TO THE NATURE
 DM8476'CONSERVANCY'S FOREST LEGACY TRACT.
 DM8476'
 DM8476'THE MARK IS 96.5 FT (29.4 M) EAST OF A SINGLE CAPPED METAL FENCE POST,
 DM8476'41.0 FT (12.5 M) WEST-SOUTHWEST OF THE WESTERLY POST OF A GATE TO THE
 DM8476'NATURE CONSERVANCY TRACT, 34.0 FT (10.4 M) WEST OF THE CENTERLINE OF
 DM8476'THE ENTRANCE TO THE NATURE CONSERVANCY TRACT AND 29.0 FT (8.8 M) NORTH
 DM8476'OF THE CENTERLINE OF STATE ROUTE 16 (MILTON-ELLENDALE HWY).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0882 ***********************************************************************
 DQ0882  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0882  DESIGNATION -  H 50
 DQ0882  PID         -  DQ0882
 DQ0882  STATE/COUNTY-  DE/SUSSEX
 DQ0882  COUNTRY     -  US
 DQ0882  USGS QUAD   -  SEAFORD EAST (2016)
 DQ0882
 DQ0882                         *CURRENT SURVEY CONTROL
 DQ0882  ______________________________________________________________________
 DQ0882* NAD 83(2011) POSITION- 38 42 20.13192(N) 075 30 52.13723(W)   ADJUSTED
 DQ0882* NAD 83(2011) ELLIP HT-   -25.367 (meters)        (12/20/17)   ADJUSTED
 DQ0882* NAD 83(2011) EPOCH   -  2010.00
 DQ0882* NAVD 88 ORTHO HEIGHT -    10.19  (meters)       33.4   (feet) GPS OBS
 DQ0882  ______________________________________________________________________
 DQ0882  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0882  GEOID HEIGHT    -        -35.542 (meters)                     GEOID12B
 DQ0882  GEOID HEIGHT    -        -35.558 (meters)                     GEOID18
 DQ0882  NAD 83(2011) X  -  1,246,626.773 (meters)                     COMP
 DQ0882  NAD 83(2011) Y  - -4,825,379.419 (meters)                     COMP
 DQ0882  NAD 83(2011) Z  -  3,966,848.970 (meters)                     COMP
 DQ0882  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 DQ0882
 DQ0882  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0882  Standards:
 DQ0882         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0882            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0882  -------------------------------------------------------------------
 DQ0882  NETWORK    0.89   0.82           0.39   0.33   0.42     -0.10288202
 DQ0882  -------------------------------------------------------------------
 DQ0882  Click here for local accuracies and other accuracy information.
 DQ0882
 DQ0882.The horizontal coordinates were established by GPS observations
 DQ0882.and adjusted by the MASER CONSULTING in December 2017.
 DQ0882
 DQ0882.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0882.been affixed to the stable North American tectonic plate. See 
 DQ0882.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0882
 DQ0882.The horizontal coordinates are valid at the epoch date displayed above
 DQ0882.which is a decimal equivalence of Year/Month/Day.
 DQ0882
 DQ0882.The orthometric height was determined by GPS observations and a
 DQ0882.high-resolution geoid model using precise GPS observation and
 DQ0882.processing techniques.
 DQ0882
 DQ0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0882.GEOID18 height accuracy estimate available here.
 DQ0882
 DQ0882.Click photographs - Photos may exist for this station.
 DQ0882
 DQ0882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0882
 DQ0882.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0882
 DQ0882.The ellipsoidal height was determined by GPS observations
 DQ0882.and is referenced to NAD 83.
 DQ0882
 DQ0882. The following values were computed from the NAD 83(2011) position.
 DQ0882
 DQ0882;                    North         East     Units Scale Factor Converg.
 DQ0882;SPC DE       -    78,327.118   191,491.600   MT  0.99999589   -0 03 40.2
 DQ0882;SPC DE       -   256,978.22    628,252.02   sFT  0.99999589   -0 03 40.2
 DQ0882;UTM  18      - 4,284,232.252   455,265.891   MT  0.99962464   -0 19 18.2
 DQ0882
 DQ0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0882!SPC DE       -   1.00000398  x   0.99999589  =   0.99999987
 DQ0882!UTM  18      -   1.00000398  x   0.99962464  =   0.99962862
 DQ0882
 DQ0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5526584232(NAD 83)
 DQ0882
 DQ0882                          SUPERSEDED SURVEY CONTROL
 DQ0882
 DQ0882.No superseded survey control is available for this station.
 DQ0882
 DQ0882_MARKER: DV = VERTICAL CONTROL DISK
 DQ0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0882_STAMPING: H 50 2013
 DQ0882_MARK LOGO: DEDHT
 DQ0882_PROJECTION: FLUSH
 DQ0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0882+STABILITY: SURFACE MOTION
 DQ0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0882+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2013
 DQ0882
 DQ0882  HISTORY     - Date     Condition        Report By
 DQ0882  HISTORY     - 2013     MONUMENTED       DEDHT
 DQ0882  HISTORY     - 20131015 GOOD             DELCOS
 DQ0882
 DQ0882                          STATION DESCRIPTION
 DQ0882
 DQ0882'DESCRIBED BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DQ0882'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST OF GEORGETOWN, 6.9
 DQ0882'MI (11.1 KM) NORTHEAST OF SEAFORD AND 5.5 MI (8.8 KM) EAST-SOUTHEAST
 DQ0882'OF BRIDGEVILLE.
 DQ0882'
 DQ0882'TO REACH FROM THE INTERSECTION OF US ROUTE 113 AND STATE ROUTE 18
 DQ0882'(SEASHORE HIGHWAY), PROCEED WEST FOR 6.4 MI (10.3 KM) TO THE STATION
 DQ0882'ON THE LEFT.  THE MARK IS LOCATED AT THE INTERSECTION OF ROUTE 18
 DQ0882'(SEASHORE HIGHWAY) AND GRAVELY BRANCH ROAD IN THE SOUTHWEST CORNER OF
 DQ0882'THE INTERSECTION.
 DQ0882'
 DQ0882'IT IS 33.0 FT (10.1 M) NORTHWEST OF THE CENTERLINE OF GRAVELY BRANCH
 DQ0882'ROAD, 29.9 FT (9.1 M) SOUTH-SOUTHWEST OF A POWER LINE POLE NUMBERED
 DQ0882'53533/TR368R16, 21.3 FT (6.5 M) SOUTH OF A POWER LINE POLE NUMBERED
 DQ0882'53532/TR367R15, 14.3 FT (4.4 M) SOUTHEAST OF A FIBERGLASS WITNESS POST
 DQ0882'AND SET IN THE TOP OF A 12-IN (30 CM) ROUND CONCRETE POST AND ABOUT
 DQ0882'LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1545 ***********************************************************************
 HU1545  DESIGNATION -  HALL
 HU1545  PID         -  HU1545
 HU1545  STATE/COUNTY-  DE/SUSSEX
 HU1545  COUNTRY     -  US
 HU1545  USGS QUAD   -  SELBYVILLE (2016)
 HU1545
 HU1545                         *CURRENT SURVEY CONTROL
 HU1545  ______________________________________________________________________
 HU1545* NAD 83(1991) POSITION- 38 27 04.63840(N) 075 08 21.89890(W)   ADJUSTED
 HU1545* NAVD 88 ORTHO HEIGHT -     2.7   (meters)        9.    (feet) VERTCON3
 HU1545  ______________________________________________________________________
 HU1545  GEOID HEIGHT    -        -35.887 (meters)                     GEOID18
 HU1545  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 HU1545  HORZ ORDER      -  SECOND
 HU1545
 HU1545.The horizontal coordinates were established by classical geodetic methods
 HU1545.and adjusted by the National Geodetic Survey in January 1992.
 HU1545
 HU1545.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1545
 HU1545.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1545.GEOID18 height accuracy estimate available here.
 HU1545
 HU1545.Click photographs - Photos may exist for this station.
 HU1545
 HU1545.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1545
 HU1545. The following values were computed from the NAD 83(1991) position.
 HU1545
 HU1545;                    North         East     Units Scale Factor Converg.
 HU1545;SPC DE       -    50,129.519   224,201.491   MT  1.00000221   +0 10 20.7
 HU1545;SPC DE       -   164,466.60    735,567.73   sFT  1.00000221   +0 10 20.7
 HU1545;SPC MD       -    88,751.219   562,398.148   MT  0.99997713   +1 10 04.0
 HU1545;SPC MD       -   291,177.96  1,845,134.59   sFT  0.99997713   +1 10 04.0
 HU1545;UTM  18      - 4,255,897.543   487,835.004   MT  0.99960182   -0 05 12.1
 HU1545
 HU1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1545!SPC DE       -   1.00000521  x   1.00000221  =   1.00000742
 HU1545!SPC MD       -   1.00000521  x   0.99997713  =   0.99998234
 HU1545!UTM  18      -   1.00000521  x   0.99960182  =   0.99960703
 HU1545
 HU1545:                Primary Azimuth Mark                     Grid Az
 HU1545:SPC DE       -  HALL RM 3                                064 57 40.2
 HU1545:SPC MD       -  HALL RM 3                                063 57 56.9
 HU1545:UTM  18      -  HALL RM 3                                065 13 13.0
 HU1545
 HU1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8783555897(NAD 83)
 HU1545
 HU1545|---------------------------------------------------------------------|
 HU1545| PID    Reference Object                     Distance      Geod. Az  |
 HU1545|                                                           dddmmss.s |
 HU1545| DC7354 HALL RM 3                                          0650800.9 |
 HU1545| DC7352 HALL RM 1                            23.593 METERS 11358     |
 HU1545| HU1546 BOUNDARY MON EW 5 DE MD              16.193 METERS 22106     |
 HU1545| HU1547 HALL A                              349.642 METERS 26820     |
 HU1545| DC7353 HALL RM 2                            39.185 METERS 35052     |
 HU1545|---------------------------------------------------------------------|
 HU1545
 HU1545                          SUPERSEDED SURVEY CONTROL
 HU1545
 HU1545  NAD 83(1986)-  38 27 04.62138(N)    075 08 21.92240(W) AD(       ) 2
 HU1545  NAD 27      -  38 27 04.21140(N)    075 08 23.25742(W) AD(       ) 2
 HU1545  NGVD 29 (07/19/86)    2.9    (m)           10.     (f) VERT ANG       
 HU1545
 HU1545.Superseded values are not recommended for survey control.
 HU1545
 HU1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1545.See file dsdata.pdf to determine how the superseded data were derived.
 HU1545
 HU1545_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1545_STAMPING: HALL 1974
 HU1545_MARK LOGO: NGS
 HU1545_PROJECTION: RECESSED 46 CENTIMETERS
 HU1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1545+STABILITY: SURFACE MOTION
 HU1545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1545+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2007
 HU1545
 HU1545  HISTORY     - Date     Condition        Report By
 HU1545  HISTORY     - 1974     MONUMENTED       NGS
 HU1545  HISTORY     - 20071001 GOOD             GEOCAC
 HU1545
 HU1545                          STATION DESCRIPTION
 HU1545
 HU1545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU1545'NO MEASUREMENTS BETWEEN THE RMS DUE TO HEAVY BRUSH ON LINE.
 HU1545'
 HU1545'THE STATION IS LOCATED ABOUT 5 MILES EAST OF SELBYVILLE, 4.5
 HU1545'MILES WEST OF FENWICK ISLAND, 3 MILES EAST-NORTHEAST OF BISHOPVILLE,
 HU1545'0.7 MILE SOUTH-SOUTHWEST OF WILLIAMSVILLE AND ON LAND OWNED
 HU1545'BY MR. RALLIE HALL, SELBYVILLE, DELAWARE, TELEPHONE NUMBER
 HU1545'436-8808.  MR. HALL LIVES IN THE HOUSE TRAILER ACROSS THE ROAD
 HU1545'FROM THE STATION.
 HU1545'
 HU1545'TO REACH THE STATION FROM BOYDS STORE IN WILLIAMSVILLE, GO
 HU1545'SOUTHERLY ON A PAVED ROAD FOR 0.6 MILE TO A SIDE ROAD
 HU1545'LEFT.  TURN LEFT AND GO EAST ON A PAVED ROAD FOR 0.05 MILE
 HU1545'TO AN OPENING IN A FENCE ON THE RIGHT.  TURN RIGHT AND GO
 HU1545'SOUTHERLY ACROSS AN OPEN FIELD FOR 0.05 MILE TO A FENCE
 HU1545'CORNER AND THE STATION.
 HU1545'
 HU1545'STATION MARK, A STANDARD DISK STAMPED HALL 1974, IS SET IN
 HU1545'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 HU1545'18 INCHES BELOW THE GROUND SURFACE.  IT IS 33 FEET NORTH OF A
 HU1545'FENCE, 32 FEET NORTHWEST OF A 12-INCH OAK TREE, 28 FEET EAST
 HU1545'OF A FENCE AND 24 FEET NORTHEAST OF A 7-INCH PINE TREE.  NO
 HU1545'UNDERGROUND DISK WAS ESTABLISHED AT THIS STATION.
 HU1545'
 HU1545'REFERENCE MARK 1, A STANDARD DISK STAMPED HALL NO 1 1974, IS
 HU1545'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1545'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 21
 HU1545'FEET WEST-NORTHWEST OF A 16-INCH TREE, 1.6 FEET NORTHEAST OF A
 HU1545'METAL WITNESS POST AND 1.5 FEET NORTH OF A FENCE.
 HU1545'
 HU1545'REFERENCE MARK 2, A STANDARD DISK STAMPED HALL NO 2 1974,
 HU1545'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1545'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 4
 HU1545'FEET EAST OF A 12-INCH PINE TREE, 2.4 FEET SOUTH OF A METAL
 HU1545'WITNESS POST AND 1 FOOT EAST-SOUTHEAST OF A FENCE.
 HU1545'
 HU1545'REFERENCE MARK 3, A STANDARD DISK STAMPED HALL NO 3 1974,
 HU1545'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1545'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 53 FEET
 HU1545'NORTHWEST OF THE NORTHWEST CORNER OF A TIN SHED, 2.5 FEET
 HU1545'SOUTHWEST OF A FENCE AND 2 FEET WEST-SOUTHWEST OF A METAL
 HU1545'WITNESS POST.  THE MARK SERVES AS AN AZIMUTH MARK.
 HU1545'
 HU1545'BOUNDARY MONUMENT NUMBER 5, A 6 BY 12 INCH GRANITE MONUMENT
 HU1545'WITH A CHISELED CROSS IN THE TOP AND PROJECTS 2.4 FEET ABOVE
 HU1545'THE GROUND SURFACE.  IT IS 14 FEET EAST OF AN 18-INCH OAK
 HU1545'TREE AND 10 FEET SOUTHWEST OF THE FENCE CORNER.
 HU1545'
 HU1545'TO REACH REFERENCE MARK 3 FROM THE OPENING IN THE FENCE, GO
 HU1545'EAST ON THE PAVED ROAD FOR 0.05 MILE TO A DRIVEWAY ON THE
 HU1545'LEFT.  TURN LEFT AND GO NORTH ON THE DRIVEWAY FOR 0.05 MILE
 HU1545'TO A FENCELINE, TURN RIGHT AND GO EAST FOR 0.1 MILE TO THE
 HU1545'MARK ON THE LEFT.
 HU1545'
 HU1545'HEIGHT OF LIGHT ABOVE STATION MARK 35.0 METERS.
 HU1545'
 HU1545'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1545'3 MILES EAST-NORTHEAST OF BISHOPVILLE.
 HU1545
 HU1545                          STATION RECOVERY (2007)
 HU1545
 HU1545'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 HU1545'THE STATION IS LOCATED ABOUT TEN INCHES BELOW THE SURFACE OF A TWELVE
 HU1545'INCH DEEP DEPRESSION IN AN OVERGROWN PASTURE.  REFERENCE MARK NO. ONE
 HU1545'FOUND IN GOOD CONDITION ALONG AN EAST-WEST FENCELINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2530 ***********************************************************************
 JU2530  DESIGNATION -  HALLECK
 JU2530  PID         -  JU2530
 JU2530  STATE/COUNTY-  DE/NEW CASTLE
 JU2530  COUNTRY     -  US
 JU2530  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2530
 JU2530                         *CURRENT SURVEY CONTROL
 JU2530  ______________________________________________________________________
 JU2530* NAD 83(1991) POSITION- 39 43 27.80514(N) 075 33 21.12905(W)   ADJUSTED
 JU2530* NAVD 88 ORTHO HEIGHT -    10.0   (meters)       33.    (feet) VERTCON3
 JU2530  ______________________________________________________________________
 JU2530  GEOID HEIGHT    -        -32.966 (meters)                     GEOID18
 JU2530  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 JU2530  HORZ ORDER      -  THIRD
 JU2530
 JU2530.The horizontal coordinates were established by classical geodetic methods
 JU2530.and adjusted by the National Geodetic Survey in January 1992.
 JU2530
 JU2530.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2530
 JU2530.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2530.GEOID18 height accuracy estimate available here.
 JU2530
 JU2530.Click photographs - Photos may exist for this station.
 JU2530
 JU2530.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2530
 JU2530. The following values were computed from the NAD 83(1991) position.
 JU2530
 JU2530;                    North         East     Units Scale Factor Converg.
 JU2530;SPC DE       -   191,437.829   188,065.365   MT  0.99999675   -0 05 20.3
 JU2530;SPC DE       -   628,075.61    617,011.12   sFT  0.99999675   -0 05 20.3
 JU2530;SPC NJ       -    99,449.049    59,481.910   MT  1.00000084   -0 40 29.4
 JU2530;SPC NJ       -   326,275.75    195,150.23   sFT  1.00000084   -0 40 29.4
 JU2530;UTM  18      - 4,397,315.661   452,360.823   MT  0.99962794   -0 21 18.9
 JU2530
 JU2530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2530!SPC DE       -   1.00000360  x   0.99999675  =   1.00000035
 JU2530!SPC NJ       -   1.00000360  x   1.00000084  =   1.00000444
 JU2530!UTM  18      -   1.00000360  x   0.99962794  =   0.99963153
 JU2530
 JU2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5236097315(NAD 83)
 JU2530
 JU2530                          SUPERSEDED SURVEY CONTROL
 JU2530
 JU2530  NAD 83(1986)-  39 43 27.80040(N)    075 33 21.13571(W) AD(       ) 3
 JU2530  NGVD 29 (06/08/88)   10.4    (m)           34.     (f) VERT ANG       
 JU2530
 JU2530.Superseded values are not recommended for survey control.
 JU2530
 JU2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2530.See file dsdata.pdf to determine how the superseded data were derived.
 JU2530
 JU2530_MARKER: DD = SURVEY DISK
 JU2530_SETTING: 0 = UNSPECIFIED SETTING
 JU2530_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2530+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2003
 JU2530
 JU2530  HISTORY     - Date     Condition        Report By
 JU2530  HISTORY     - 1982     MONUMENTED       NOS
 JU2530  HISTORY     - 19930130 GOOD             USPSQD
 JU2530  HISTORY     - 20030323 GOOD             USPSQD
 JU2530  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU2530
 JU2530                          STATION DESCRIPTION
 JU2530
 JU2530'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU2530'THE STATION IS LOCATED ON THE SOUTH SIDE OF WILMINGTON, SOUTH OF
 JU2530'THE CHRISTINA RIVER ON THE US 13 BRIDGE OVER THE
 JU2530'PENN CENTRAL RAILROAD TRACKS.
 JU2530'
 JU2530'TO REACH THE STATION FROM THE JUNCTION OF I-295 AND US 13 SOUTH
 JU2530'OF WILMINGTON, GO NORTH ON US 13 FOR 3.5 KM (2.2 MILES), PASSING
 JU2530'THE JUNCTION OF ALTERNATE US 13 AT 2.9 KM (1.8 MILES), TO THE
 JU2530'TOP OF THE BRIDGE OVER THE PENN CENTRAL RAILROAD TRACKS AND THE
 JU2530'STATION IN THE SIDEWALK ON THE LEFT.  IT IS LOCATED IN THE CENTER
 JU2530'OF THE SIDEWALK ON THE WEST SIDE OF THE BRIDGE, JUST
 JU2530'SOUTH FROM THE CENTER SPAN OF THE BRIDGE.
 JU2530'
 JU2530'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.56 METERS.
 JU2530
 JU2530                          STATION RECOVERY (1993)
 JU2530
 JU2530'RECOVERY NOTE BY US POWER SQUADRON 1993 (BFC)
 JU2530'RECOVERED IN GOOD CONDITION.
 JU2530
 JU2530                          STATION RECOVERY (2003)
 JU2530
 JU2530'RECOVERY NOTE BY US POWER SQUADRON 2003 (DWG)
 JU2530'RECOVERED IN GOOD CONDITION.
 JU2530
 JU2530                          STATION RECOVERY (2013)
 JU2530
 JU2530'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU2530'MAG SPIKE ON NORTH END OF BRIDGE, BUT SURVEY DISK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3671 ***********************************************************************
 JU3671  DESIGNATION -  HAMBURG
 JU3671  PID         -  JU3671
 JU3671  STATE/COUNTY-  DE/NEW CASTLE
 JU3671  COUNTRY     -  US
 JU3671  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3671
 JU3671                         *CURRENT SURVEY CONTROL
 JU3671  ______________________________________________________________________
 JU3671* NAD 83(1991) POSITION- 39 37 40.79904(N) 075 36 26.58086(W)   ADJUSTED
 JU3671* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU3671  ______________________________________________________________________
 JU3671  GEOID HEIGHT    -        -33.160 (meters)                     GEOID18
 JU3671  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC18
 JU3671  HORZ ORDER      -  THIRD
 JU3671
 JU3671.The horizontal coordinates were established by classical geodetic methods
 JU3671.and adjusted by the National Geodetic Survey in January 1992.
 JU3671
 JU3671.The orthometric height was scaled from a topographic map.
 JU3671
 JU3671.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3671.GEOID18 height accuracy estimate available here.
 JU3671
 JU3671.Click photographs - Photos may exist for this station.
 JU3671
 JU3671.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3671
 JU3671. The following values were computed from the NAD 83(1991) position.
 JU3671
 JU3671;                    North         East     Units Scale Factor Converg.
 JU3671;SPC DE       -   180,743.904   183,625.993   MT  0.99999830   -0 07 17.9
 JU3671;SPC DE       -   592,990.63    602,446.28   sFT  0.99999830   -0 07 17.9
 JU3671;SPC NJ       -    88,800.941    54,933.491   MT  1.00001123   -0 42 22.8
 JU3671;SPC NJ       -   291,341.09    180,227.63   sFT  1.00001123   -0 42 22.8
 JU3671;UTM  18      - 4,386,646.379   447,873.493   MT  0.99963345   -0 23 14.6
 JU3671
 JU3671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3671!SPC DE       -   1.00000508  x   0.99999830  =   1.00000338
 JU3671!SPC NJ       -   1.00000508  x   1.00001123  =   1.00001631
 JU3671!UTM  18      -   1.00000508  x   0.99963345  =   0.99963853
 JU3671
 JU3671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4787386646(NAD 83)
 JU3671
 JU3671                          SUPERSEDED SURVEY CONTROL
 JU3671
 JU3671  NAD 83(1986)-  39 37 40.79298(N)    075 36 26.58858(W) AD(       ) 3
 JU3671  NAD 27      -  39 37 40.39000(N)    075 36 27.85200(W) AD(       ) 3
 JU3671
 JU3671.Superseded values are not recommended for survey control.
 JU3671
 JU3671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3671.See file dsdata.pdf to determine how the superseded data were derived.
 JU3671
 JU3671_MARKER: Z = SEE DESCRIPTION
 JU3671_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU3671_SP_SET: OBJECT DRIVEN INTO GROUND
 JU3671_MAGNETIC: P = MARKER IS A STEEL PIPE
 JU3671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3671
 JU3671  HISTORY     - Date     Condition        Report By
 JU3671  HISTORY     - 1933     MONUMENTED       CGS
 JU3671  HISTORY     - 1946     GOOD             CGS
 JU3671  HISTORY     - 1975     GOOD             NGS
 JU3671  HISTORY     - 1980     GOOD             LOCENG
 JU3671  HISTORY     - 1982     GOOD             NOS
 JU3671  HISTORY     - 20021109 GOOD             USPSQD
 JU3671
 JU3671                          STATION DESCRIPTION
 JU3671
 JU3671'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3671'THIS STATION IS ON THE W BANK OF THE DELAWARE RIVER, ABOUT
 JU3671'3750 FEET SW OF GAMBLES CUT AND ABOUT 8000 FEET N OF THE MOUTH
 JU3671'OF RED LION CREEK.  IT IS AT THE END OF A SMALL INLET ABOUT 300
 JU3671'FEET FROM THE WATER LINE OF THE RIVER.  THE STATION IS MARKED BY A
 JU3671'1 1/4-INCH IRON PIPE 6 FEET LONG DRIVEN IN GROUND.  ABOVE THE
 JU3671'STATION IS ERECTED A 60-FOOT SQUARE SKELETON STEEL TOWER WITH
 JU3671'THE BASE ANCHORED IN CONCRETE.  FASTENED TO THE UPPER SECTIONS
 JU3671'OF THE TOWER IS A WOODEN LATTICEWORK TARGET 20 FEET HIGH.
 JU3671
 JU3671                          STATION RECOVERY (1946)
 JU3671
 JU3671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3671'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU3671'IS ADEQUATE.  PREVIOUSLY LISTED AS HAMBURG SEXT. (U.S.E.)
 JU3671
 JU3671                          STATION RECOVERY (1975)
 JU3671
 JU3671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3671'THE STATION WAS RECOVERED.  THE TOWER ABOVE THE STATION NEEDS
 JU3671'MAINTENANCE.  DUE TO ITS LOCATION ON THE RIVER, THE STATION IS
 JU3671'A GOOD POINT FROM WHICH TO OBSERVE ALTHOUGH AN OFFSET MAY BE
 JU3671'NEEDED.  TO REACH THE STATION BY LAND, GO APPROXIMATELY TWO
 JU3671'MILES SOUTH OF NEW CASTLE, DELAWARE ON ROUTE 9 TO THE DELAWARE
 JU3671'STATE RIFLE RANGE, A MILITARY RESERVATION MAINTAINED BY THE
 JU3671'DELAWARE NATIONAL GUARD.  STOP AT THE GATE AND OBTAIN
 JU3671'DIRECTIONS TO THE TOWER AS THE ACCESS ROADS ARE ACROSS A
 JU3671'DISPOSAL AREA.  THE ROAD CHANGES.  BEFORE APPROACHING BY BOAT,
 JU3671'MAKE ARRANGEMENTS WITH THE AUTHORITIES.  TOWER IS ON LINE
 JU3671'WITH FIRING RANGE.
 JU3671
 JU3671                          STATION RECOVERY (1980)
 JU3671
 JU3671'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (WW)
 JU3671'RECOVERED BY VANDEMARK LYNCH INC.
 JU3671'
 JU3671'HAMBURG-(U.S.E.) GOOD-STATION ADEQUATELY DESCRIBED.
 JU3671
 JU3671                          STATION RECOVERY (1982)
 JU3671
 JU3671'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU3671'THE STATION WAS RECOVERED AS DESCRIBED.
 JU3671
 JU3671                          STATION RECOVERY (2002)
 JU3671
 JU3671'RECOVERY NOTE BY US POWER SQUADRON 2002 (WPS)
 JU3671'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1687 ***********************************************************************
 JU1687  DESIGNATION -  HANCE
 JU1687  PID         -  JU1687
 JU1687  STATE/COUNTY-  DE/NEW CASTLE
 JU1687  COUNTRY     -  US
 JU1687  USGS QUAD   -  NEWARK EAST (2016)
 JU1687
 JU1687                         *CURRENT SURVEY CONTROL
 JU1687  ______________________________________________________________________
 JU1687* NAD 83(1991) POSITION- 39 40 04.09815(N) 075 39 32.01293(W)   ADJUSTED
 JU1687* NAD 83(1991) ELLIP HT-    -9.288 (meters)        (09/01/99)   ADJUSTED
 JU1687* NAVD 88 ORTHO HEIGHT -    23.585 (meters)       77.38  (feet) ADJUSTED
 JU1687  ______________________________________________________________________
 JU1687  GEOID HEIGHT    -        -33.012 (meters)                     GEOID18
 JU1687  NAD 83(1991) X  -  1,217,745.599 (meters)                     COMP
 JU1687  NAD 83(1991) Y  - -4,763,125.785 (meters)                     COMP
 JU1687  NAD 83(1991) Z  -  4,049,656.224 (meters)                     COMP
 JU1687  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 JU1687  DYNAMIC HEIGHT  -         23.574 (meters)       77.34  (feet) COMP
 JU1687  MODELED GRAVITY -    980,162.8   (mgal)                       NAVD 88
 JU1687
 JU1687  HORZ ORDER      -  SECOND
 JU1687  VERT ORDER      -  SECOND    CLASS 0
 JU1687  ELLP ORDER      -  FOURTH    CLASS I
 JU1687
 JU1687.The horizontal coordinates were established by classical geodetic methods
 JU1687.and adjusted by the National Geodetic Survey in January 1992.
 JU1687
 JU1687.The orthometric height was determined by differential leveling and
 JU1687.adjusted by the NATIONAL GEODETIC SURVEY
 JU1687.in June 1991.
 JU1687
 JU1687.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1687.GEOID18 height accuracy estimate available here.
 JU1687
 JU1687.Click photographs - Photos may exist for this station.
 JU1687
 JU1687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1687
 JU1687.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1687
 JU1687.The ellipsoidal height was determined by GPS observations
 JU1687.and is referenced to NAD 83.
 JU1687
 JU1687.The dynamic height is computed by dividing the NAVD 88
 JU1687.geopotential number by the normal gravity value computed on the
 JU1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1687.degrees latitude (g = 980.6199 gals.).
 JU1687
 JU1687.The modeled gravity was interpolated from observed gravity values.
 JU1687
 JU1687. The following values were computed from the NAD 83(1991) position.
 JU1687
 JU1687;                    North         East     Units Scale Factor Converg.
 JU1687;SPC DE       -   185,174.045   179,215.611   MT  1.00000032   -0 09 16.6
 JU1687;SPC DE       -   607,525.18    587,976.55   sFT  1.00000032   -0 09 16.6
 JU1687;UTM  18      - 4,391,095.322   443,485.309   MT  0.99963932   -0 25 14.2
 JU1687
 JU1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1687!SPC DE       -   1.00000146  x   1.00000032  =   1.00000178
 JU1687!UTM  18      -   1.00000146  x   0.99963932  =   0.99964078
 JU1687
 JU1687:                Primary Azimuth Mark                     Grid Az
 JU1687:SPC DE       -  PINESWAMP                                294 37 30.0
 JU1687:UTM  18      -  PINESWAMP                                294 53 27.6
 JU1687
 JU1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4348591095(NAD 83)
 JU1687
 JU1687|---------------------------------------------------------------------|
 JU1687| PID    Reference Object                     Distance      Geod. Az  |
 JU1687|                                                           dddmmss.s |
 JU1687| CB2044 HANCE RM 1                           53.578 METERS 03613     |
 JU1687| JU1686 HANCE RM 2                           27.239 METERS 11330     |
 JU1687| JU3812 CHRISTIANA                          477.671 METERS 1544253.9 |
 JU1687| JU3814 PINESWAMP                           APPROX. 2.0 KM 2942813.4 |
 JU1687| JU1688 HANCE RM 3                           33.286 METERS 35936     |
 JU1687|---------------------------------------------------------------------|
 JU1687
 JU1687                          SUPERSEDED SURVEY CONTROL
 JU1687
 JU1687  NAD 83(1986)-  39 40 04.09353(N)    075 39 32.02177(W) AD(       ) 2
 JU1687  NAD 27      -  39 40 03.69200(N)    075 39 33.26200(W) AD(       ) 2
 JU1687  NGVD 29              23.93   (m)           78.5    (f) LEVELING    3  
 JU1687  NGVD 29 (11/26/84)   23.930  (m)           78.51   (f) ADJUSTED    2 0
 JU1687
 JU1687.Superseded values are not recommended for survey control.
 JU1687
 JU1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1687.See file dsdata.pdf to determine how the superseded data were derived.
 JU1687
 JU1687_MARKER: DS = TRIANGULATION STATION DISK
 JU1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1687_STAMPING: HANCE 1933
 JU1687_MARK LOGO: CGS
 JU1687_PROJECTION: FLUSH
 JU1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1687+STABILITY: SURFACE MOTION
 JU1687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1687+SATELLITE: SATELLITE OBSERVATIONS - 1986
 JU1687
 JU1687  HISTORY     - Date     Condition        Report By
 JU1687  HISTORY     - 1933     MONUMENTED       CGS
 JU1687  HISTORY     - 1941     GOOD             CGS
 JU1687  HISTORY     - 1958     GOOD             CGS
 JU1687  HISTORY     - 1959     GOOD             CGS
 JU1687  HISTORY     - 1976     GOOD             LOCENG
 JU1687  HISTORY     - 1980     GOOD             VANDEM
 JU1687  HISTORY     - 1981     GOOD             UDE
 JU1687  HISTORY     - 1986     GOOD             GEOHYD
 JU1687  HISTORY     - 19900111 MARK NOT FOUND   USGS
 JU1687  HISTORY     - 19910805 MARK NOT FOUND   USPSQD
 JU1687
 JU1687                          STATION DESCRIPTION
 JU1687
 JU1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU1687'THIS STATION IS AT CHRISTIANA, A SMALL TOWN ABOUT 6 MILES W OF
 JU1687'NEW CASTLE.
 JU1687'
 JU1687'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU1687'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A, AND 11B.
 JU1687'
 JU1687'REFERENCE MARK NO.1 IS N BY E OF THE STATION, 3 FEET S OF
 JU1687'FENCE LINE ON THE N SIDE OF THE LOT, ABOUT 75 FEET S OF A BROWN
 JU1687'BUILDING, 100 FEET E OF THE MACADAM ROAD AND PROJECTS 4 INCHES.
 JU1687'
 JU1687'REFERENCE MARK NO.2 IS E OF THE STATION, 2 FEET N OF THE FENCE
 JU1687'LINE ON S SIDE OF THE LOT, AND PROJECTS 4 INCHES.
 JU1687'
 JU1687'TO REACH GO N FROM THE FIRE HOUSE ABOUT 0.2 MILE.  THE MARK IS
 JU1687'IN THE SW CORNER OF A FENCED LOT, 34 FEET NE OF THE
 JU1687'INTERSECTION OF MACADAM ROAD LEADING N AND A LANE LEADING E,
 JU1687'68 FEET E OF THE CENTER OF THE UNION AMERICAN METHODIST CHURCH,
 JU1687'1897, WHICH IS A BRICK BUILDING ON W SIDE OF THE MACADAM ROAD, 26
 JU1687'FEET N OF THE CENTER LINE OF THE LANE AND 13 FEET NE OF THE SW
 JU1687'CORNER OF THE LOT.  THE MARK PROJECTS 3 INCHES.
 JU1687'
 JU1687'A 77-FOOT TOWER WAS ERECTED.  A BASE WAS MEASURED AND THE
 JU1687'NECESSARY ANGLES OBSERVED TO LOCATE CHRISTIANA.  THE LINE
 JU1687'CHRISTIANA-HANCE IS NOT VISIBLE FROM THE GROUND.
 JU1687
 JU1687                          STATION RECOVERY (1941)
 JU1687
 JU1687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (LGS)
 JU1687'THE ORIGINAL DESCRIPTION OF THIS STATION IS ENTIRELY
 JU1687'ADEQUATE.  THERE HAVE BEEN NO CHANGES THAT WILL ALTER ANY OF
 JU1687'THE FACTS.
 JU1687'
 JU1687'THE PROPERTY ON WHICH THIS STATION IS LOCATED NOW BELONGS TO
 JU1687'MR. ALBERT MUNSON OF CHRISTIANA.  MR. MUNSON IS BUILDING A
 JU1687'HOUSE ON THIS PROPERTY BUT THE CONSTRUCTION WILL IN NO WAY
 JU1687'INTERFERE WITH THE STATION OR THE REFERENCE MARKS.
 JU1687
 JU1687                          STATION RECOVERY (1958)
 JU1687
 JU1687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JU1687'STATION MARK AND REFERENCE MARK NO. 2 WAS RECOVERED AS
 JU1687'DESCRIBED AND FOUND IN GOOD CONDITION.  A SEARCH WAS MADE FOR
 JU1687'REFERENCE MARK NO. 1, BUT WAS NOT FOUND AND IS BELIEVED TO BE
 JU1687'DESTROYED.  THEREFORE REFERENCE MARK NO. 3 WAS ESTABLISHED.
 JU1687'
 JU1687'DUE TO CHANGES IN ROAD NUMBERS AND LAND MARKS, A NEW
 JU1687'DESCRIPTION FOLLOWS--
 JU1687'
 JU1687'STATION IS LOCATED IN THE SMALL VILLAGE OF ABOUT 6 MILES WEST
 JU1687'OF NEW CASTLE.  STATION IS 25 FEET NORTH OF APPROXIMATE
 JU1687'CENTERLINE OF BAYARD STREET, 33 FEET EAST OF APPROXIMATE CENTERLINE
 JU1687'OF STATE HIGHWAY NO. 7 (OLD BALTIMORE PIKE) AND 19 FEET
 JU1687'EASTNORTHEAST OF A POWERLINE POLE.  THE MARK IS A STANDARD
 JU1687'STATION MARK DISK SET IN A 12 INCH CONCRETE CYLINDER, FLUSH
 JU1687'WITH THE GROUND AND THE DISK IS STAMPED HANCE 1933.  NOTE--1B
 JU1687'7A.
 JU1687'
 JU1687'REFERENCE MARK NO. 2 IS 12 FEET NORTH OF APPROXIMATE
 JU1687'CENTERLINE OF BAYARD STREET AND 9 FEET WEST OF APPROXIMATE
 JU1687'CENTERLINE OF DRIVEWAY.  THE MARK IS A STANDARD REFERENCE MARK
 JU1687'DISK SET IN A 12 INCH CONCRETE CYLINDER, FLUSH WITH THE GROUND
 JU1687'AND THE DISK IS STAMPED HANCE NO 2 1933.  NOTE--11B.
 JU1687'
 JU1687'REFERENCE MARK NO. 3 IS 18-1/2 FEET EAST OF APPROXIMATE CENTERLINE
 JU1687'OF STATE HIGHWAY NO. 7 (OLD BALTIMORE PIKE) AND 4-1/2 FEET
 JU1687'SOUTH OF A POWERLINE POLE.  THE MARK IS A STANDARD REFERENCE MARK
 JU1687'DISK SET IN A 12X12 INCH CONCRETE MONUMENT, FLUSH WITH THE SURFACE
 JU1687'OF GROUND AND THE DISK IS STAMPED HANCE NO 3 1933.  NOTE--11A.
 JU1687'
 JU1687'NO SUITABLE PLACE WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 JU1687'
 JU1687'TO REACH FROM THE TRAFFIC SIGNAL AT THE JUNCTION OF STATE
 JU1687'HIGHWAYS NO. 7 AND 273 IN THE VILLAGE OF CHRISTIANA, GO
 JU1687'NORTHERLY ON STATE HIGHWAY NO. 7 FOR 0.2 MILE TO BAYARD STREET
 JU1687'RIGHT AND STATION AS DESCRIBED.
 JU1687
 JU1687                          STATION RECOVERY (1959)
 JU1687
 JU1687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JU1687'AT CHRISTIANA.
 JU1687'AT CHRISTIANA, ABOUT 0.2 MILE NORTH ALONG STATE HIGHWAY 7 FROM
 JU1687'THE JUNCTION OF STATE HIGHWAY 273, 0.1 MILE NORTHEAST OF THE
 JU1687'PRESBYTERIAN CHURCH, 33 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 JU1687'24 FEET NORTH OF THE CENTER LINE OF BAYARD STREET LEADING EAST,
 JU1687'69 FEET EAST OF AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER
 JU1687'OF MAIN PART OF RED BRICK UNION AMERICAN METHODIST CHURCH, 19 FEET
 JU1687'NORTHEAST OF POWER LINE POLE K 7 13 C, 89.3 FEET WEST OF R M 2,
 JU1687'108.3 FEET SOUTH-SOUTHWEST OF R M 3, ABOUT 4 1/2 FEET ABOVE
 JU1687'THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST FLUSH
 JU1687'WITH THE GROUND.
 JU1687
 JU1687                          STATION RECOVERY (1976)
 JU1687
 JU1687'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 JU1687'RECOVERED BY BJ CAMPAGNA ASSOC., INC.
 JU1687'
 JU1687'STATION MARK, RM 2 AND RM 3 WERE FOUND IN GOOD CONDITION AS
 JU1687'DESCRIBED.
 JU1687'
 JU1687'STATION MARK IS 18.6 FEET NE OF POLE NUMBER K7/130.  IT IS 6
 JU1687'INCHES BELOW GROUND.  A WITNESS POST SHOULD BE SET AT THIS MARK.
 JU1687'
 JU1687'RM 2 CONCRETE POST PROJECTS 2 FEET ABOVE GROUND LEVEL AT SW
 JU1687'CORNER OF DRIVEWAY.
 JU1687'
 JU1687'RM 3 IS 4.8 FEET S OF POWER POLE NUMBER 129/45492/40583.
 JU1687
 JU1687                          STATION RECOVERY (1980)
 JU1687
 JU1687'RECOVERY NOTE BY VANDEMARK AND LYNCH, INCORPORATED 1980 (WW)
 JU1687'RECOVERED BY VANDEMARK LYNCH INC.
 JU1687'
 JU1687'HANCE 1933 GOOD STATION AND REFERENCE.
 JU1687'
 JU1687'HANCE NO. 2 1933 GOOD-MARKS ADEQUATLY
 JU1687'
 JU1687'HANCE NO 3 1933 GOOD-DESCRIBED.
 JU1687
 JU1687                          STATION RECOVERY (1981)
 JU1687
 JU1687'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1687'RECOVERED IN GOOD CONDITION.
 JU1687
 JU1687                          STATION RECOVERY (1986)
 JU1687
 JU1687'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1986 (JDR)
 JU1687'NO RECOVERY NOTE SUBMITTED
 JU1687
 JU1687                          STATION RECOVERY (1990)
 JU1687
 JU1687'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 JU1687'MARK NOT FOUND.
 JU1687
 JU1687                          STATION RECOVERY (1991)
 JU1687
 JU1687'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHK)
 JU1687'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1686 ***********************************************************************
 JU1686  DESIGNATION -  HANCE RM 2
 JU1686  PID         -  JU1686
 JU1686  STATE/COUNTY-  DE/NEW CASTLE
 JU1686  COUNTRY     -  US
 JU1686  USGS QUAD   -  NEWARK EAST (2016)
 JU1686
 JU1686                         *CURRENT SURVEY CONTROL
 JU1686  ______________________________________________________________________
 JU1686* NAD 83(1986) POSITION- 39 40 03.76   (N) 075 39 30.96   (W)   HD_HELD1
 JU1686* NAVD 88 ORTHO HEIGHT -    23.715 (meters)       77.81  (feet) ADJUSTED
 JU1686  ______________________________________________________________________
 JU1686  GEOID HEIGHT    -        -33.012 (meters)                     GEOID18
 JU1686  DYNAMIC HEIGHT  -         23.703 (meters)       77.77  (feet) COMP
 JU1686  MODELED GRAVITY -    980,162.8   (mgal)                       NAVD 88
 JU1686
 JU1686  VERT ORDER      -  SECOND    CLASS 0
 JU1686
 JU1686.The horizontal coordinates were determined by differentially corrected
 JU1686.hand held GPS observations or other comparable positioning techniques
 JU1686.and have an estimated accuracy of +/- 3 meters.
 JU1686
 JU1686.The orthometric height was determined by differential leveling and
 JU1686.adjusted by the NATIONAL GEODETIC SURVEY
 JU1686.in June 1991.
 JU1686
 JU1686.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1686.GEOID18 height accuracy estimate available here.
 JU1686
 JU1686.Click photographs - Photos may exist for this station.
 JU1686
 JU1686.The dynamic height is computed by dividing the NAVD 88
 JU1686.geopotential number by the normal gravity value computed on the
 JU1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1686.degrees latitude (g = 980.6199 gals.).
 JU1686
 JU1686.The modeled gravity was interpolated from observed gravity values.
 JU1686
 JU1686;                    North         East    Units  Estimated Accuracy
 JU1686;SPC DE       -   185,163.5     179,240.7     MT  (+/- 3 meters HH1 GPS) 
 JU1686
 JU1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4351091084(NAD 83)
 JU1686
 JU1686                          SUPERSEDED SURVEY CONTROL
 JU1686
 JU1686  NGVD 29 (11/26/84)   24.060  (m)           78.94   (f) ADJUSTED    2 0
 JU1686
 JU1686.Superseded values are not recommended for survey control.
 JU1686
 JU1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1686.See file dsdata.pdf to determine how the superseded data were derived.
 JU1686
 JU1686_MARKER: DR = REFERENCE MARK DISK
 JU1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1686_STAMPING: HANCE NO 2 1933
 JU1686_MARK LOGO: CGS
 JU1686_PROJECTION: PROJECTING 10 CENTIMETERS
 JU1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1686+STABILITY: SURFACE MOTION
 JU1686_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1686+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1686
 JU1686  HISTORY     - Date     Condition        Report By
 JU1686  HISTORY     - 1933     MONUMENTED       CGS
 JU1686  HISTORY     - 1959     GOOD             CGS
 JU1686  HISTORY     - 1981     GOOD             UDE
 JU1686  HISTORY     - 19910805 GOOD             USPSQD
 JU1686  HISTORY     - 20081024 GOOD             DEDT
 JU1686  HISTORY     - 20130711 GOOD             DELCOS
 JU1686
 JU1686                          STATION DESCRIPTION
 JU1686
 JU1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1686'AT CHRISTIANA.
 JU1686'89.3 FEET EAST OF HANCE DESCRIBED, 166 FEET SOUTHEAST OF R M 3,
 JU1686'121 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 7, 11 FEET
 JU1686'NORTH OF THE CENTER LINE OF BAYARD STREET, 38 FEET SOUTHWEST OF
 JU1686'THE SOUTHWEST CORNER OF A ONE-STORY HOUSE, ABOUT 3 FEET ABOVE
 JU1686'THE LEVEL OF BAYARD STREET, AND SET IN TOP OF A CONCRETE POST
 JU1686'PROJECTING 1 INCH.
 JU1686
 JU1686                          STATION RECOVERY (1981)
 JU1686
 JU1686'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1686'RECOVERED IN GOOD CONDITION.
 JU1686
 JU1686                          STATION RECOVERY (1991)
 JU1686
 JU1686'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHK)
 JU1686'RECOVERED IN GOOD CONDITION.
 JU1686
 JU1686                          STATION RECOVERY (2008)
 JU1686
 JU1686'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (AOK)
 JU1686'RECOVERED IN GOOD CONDITION.
 JU1686
 JU1686                          STATION RECOVERY (2013)
 JU1686
 JU1686'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1686'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1688 ***********************************************************************
 JU1688  DESIGNATION -  HANCE RM 3
 JU1688  PID         -  JU1688
 JU1688  STATE/COUNTY-  DE/NEW CASTLE
 JU1688  COUNTRY     -  US
 JU1688  USGS QUAD   -  NEWARK EAST (2016)
 JU1688
 JU1688                         *CURRENT SURVEY CONTROL
 JU1688  ______________________________________________________________________
 JU1688* NAD 83(2011) POSITION- 39 40 05.17279(N) 075 39 32.03159(W)   ADJUSTED
 JU1688* NAD 83(2011) ELLIP HT-    -9.610 (meters)        (12/20/17)   ADJUSTED
 JU1688* NAD 83(2011) EPOCH   -  2010.00
 JU1688* NAVD 88 ORTHO HEIGHT -    23.390 (meters)       76.74  (feet) ADJUSTED
 JU1688  ______________________________________________________________________
 JU1688  GEOID HEIGHT    -        -33.011 (meters)                     GEOID18
 JU1688  NAD 83(2011) X  -  1,217,739.866 (meters)                     COMP
 JU1688  NAD 83(2011) Y  - -4,763,105.158 (meters)                     COMP
 JU1688  NAD 83(2011) Z  -  4,049,681.530 (meters)                     COMP
 JU1688  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 JU1688  DYNAMIC HEIGHT  -         23.379 (meters)       76.70  (feet) COMP
 JU1688  MODELED GRAVITY -    980,162.8   (mgal)                       NAVD 88
 JU1688
 JU1688  VERT ORDER      -  SECOND    CLASS 0
 JU1688
 JU1688  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU1688  Standards:
 JU1688         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU1688            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU1688  -------------------------------------------------------------------
 JU1688  NETWORK    0.50   0.67           0.23   0.17   0.34      0.03149614
 JU1688  -------------------------------------------------------------------
 JU1688  Click here for local accuracies and other accuracy information.
 JU1688
 JU1688.The horizontal coordinates were established by GPS observations
 JU1688.and adjusted by the MASER CONSULTING in December 2017.
 JU1688
 JU1688.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU1688.been affixed to the stable North American tectonic plate. See 
 JU1688.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU1688
 JU1688.The horizontal coordinates are valid at the epoch date displayed above
 JU1688.which is a decimal equivalence of Year/Month/Day.
 JU1688
 JU1688.The orthometric height was determined by differential leveling and
 JU1688.adjusted by the NATIONAL GEODETIC SURVEY
 JU1688.in June 1991.
 JU1688
 JU1688.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1688.GEOID18 height accuracy estimate available here.
 JU1688
 JU1688.Click photographs - Photos may exist for this station.
 JU1688
 JU1688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1688
 JU1688.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1688
 JU1688.The ellipsoidal height was determined by GPS observations
 JU1688.and is referenced to NAD 83.
 JU1688
 JU1688.The dynamic height is computed by dividing the NAVD 88
 JU1688.geopotential number by the normal gravity value computed on the
 JU1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1688.degrees latitude (g = 980.6199 gals.).
 JU1688
 JU1688.The modeled gravity was interpolated from observed gravity values.
 JU1688
 JU1688. The following values were computed from the NAD 83(2011) position.
 JU1688
 JU1688;                    North         East     Units Scale Factor Converg.
 JU1688;SPC DE       -   185,207.189   179,215.256   MT  1.00000032   -0 09 16.7
 JU1688;SPC DE       -   607,633.92    587,975.39   sFT  1.00000032   -0 09 16.7
 JU1688;UTM  18      - 4,391,128.456   443,485.108   MT  0.99963932   -0 25 14.2
 JU1688
 JU1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1688!SPC DE       -   1.00000151  x   1.00000032  =   1.00000183
 JU1688!UTM  18      -   1.00000151  x   0.99963932  =   0.99964083
 JU1688
 JU1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4348591128(NAD 83)
 JU1688
 JU1688                          SUPERSEDED SURVEY CONTROL
 JU1688
 JU1688  NGVD 29 (11/26/84)   23.735  (m)           77.87   (f) ADJUSTED    2 0
 JU1688
 JU1688.Superseded values are not recommended for survey control.
 JU1688
 JU1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1688.See file dsdata.pdf to determine how the superseded data were derived.
 JU1688
 JU1688_MARKER: DR = REFERENCE MARK DISK
 JU1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1688_STAMPING: HANCE NO 3 1933
 JU1688_MARK LOGO: CGS
 JU1688_PROJECTION: FLUSH
 JU1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1688+STABILITY: SURFACE MOTION
 JU1688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1688+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1688
 JU1688  HISTORY     - Date     Condition        Report By
 JU1688  HISTORY     - 1933     MONUMENTED       CGS
 JU1688  HISTORY     - 1959     GOOD             CGS
 JU1688  HISTORY     - 1981     GOOD             UDE
 JU1688  HISTORY     - 19910805 GOOD             USPSQD
 JU1688  HISTORY     - 20020910 GOOD             WR
 JU1688  HISTORY     - 20081027 GOOD             DEDT
 JU1688  HISTORY     - 20100428 GOOD             BECMOR
 JU1688  HISTORY     - 20130711 GOOD             DELCOS
 JU1688
 JU1688                          STATION DESCRIPTION
 JU1688
 JU1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1688'AT CHRISTIANA.
 JU1688'108.3 FEET NORTH-NORTHEAST OF HANCE DESCRIBED, 166 FEET NORTHWEST
 JU1688'OF R M 2, 18 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 7, 130
 JU1688'FEET NORTH OF THE CENTER LINE OF BAYARD STREET, 5 FEET SOUTH
 JU1688'OF A POWER AND STREET LIGHT POLE, ABOUT 1 FOOT ABOVE THE LEVEL
 JU1688'OF THE HIGHWAY, AND SET IN TOP OF A CONCRETE POST PROJECTING
 JU1688'2 INCHES.
 JU1688
 JU1688                          STATION RECOVERY (1981)
 JU1688
 JU1688'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1688'RECOVERED IN GOOD CONDITION.
 JU1688
 JU1688                          STATION RECOVERY (1991)
 JU1688
 JU1688'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHK)
 JU1688'RECOVERED IN GOOD CONDITION.
 JU1688
 JU1688                          STATION RECOVERY (2002)
 JU1688
 JU1688'RECOVERY NOTE BY WHITMAN, REQUARDT & ASSOCIATES 2002 (RTD)
 JU1688'RECOVERED IN GOOD CONDITION.
 JU1688
 JU1688                          STATION RECOVERY (2008)
 JU1688
 JU1688'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (AOK)
 JU1688'RECOVERED IN GOOD CONDITION.
 JU1688
 JU1688                          STATION RECOVERY (2010)
 JU1688
 JU1688'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1688'RECOVERED IN GOOD CONDITION.
 JU1688
 JU1688                          STATION RECOVERY (2013)
 JU1688
 JU1688'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1688'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1375 ***********************************************************************
 HU1375  DESIGNATION -  HAPPY
 HU1375  PID         -  HU1375
 HU1375  STATE/COUNTY-  DE/SUSSEX
 HU1375  COUNTRY     -  US
 HU1375  USGS QUAD   -  BETHANY BEACH (2016)
 HU1375
 HU1375                         *CURRENT SURVEY CONTROL
 HU1375  ______________________________________________________________________
 HU1375* NAD 83(1991) POSITION- 38 36 24.22157(N) 075 03 51.67321(W)   ADJUSTED
 HU1375* NAVD 88 ORTHO HEIGHT -     1.20  (+/-2cm)        3.9   (feet) VERTCON3
 HU1375  ______________________________________________________________________
 HU1375  GEOID HEIGHT    -        -35.734 (meters)                     GEOID18
 HU1375  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 HU1375  HORZ ORDER      -  THIRD
 HU1375  VERT ORDER      -  THIRD ? (See Below)
 HU1375
 HU1375.The horizontal coordinates were established by classical geodetic methods
 HU1375.and adjusted by the National Geodetic Survey in January 1992.
 HU1375
 HU1375.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1375
 HU1375.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1375.GEOID18 height accuracy estimate available here.
 HU1375
 HU1375.The vertical order pertains to the NGVD 29 superseded value.
 HU1375
 HU1375.Click photographs - Photos may exist for this station.
 HU1375
 HU1375.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1375
 HU1375. The following values were computed from the NAD 83(1991) position.
 HU1375
 HU1375;                    North         East     Units Scale Factor Converg.
 HU1375;SPC DE       -    67,406.718   230,687.723   MT  1.00000659   +0 13 11.4
 HU1375;SPC DE       -   221,150.21    756,847.97   sFT  1.00000659   +0 13 11.4
 HU1375;UTM  18      - 4,273,138.227   494,396.787   MT  0.99960039   -0 02 24.6
 HU1375
 HU1375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1375!SPC DE       -   1.00000542  x   1.00000659  =   1.00001201
 HU1375!UTM  18      -   1.00000542  x   0.99960039  =   0.99960581
 HU1375
 HU1375:                Primary Azimuth Mark                     Grid Az
 HU1375:SPC DE       -  LEGION                                   205 12 28.4
 HU1375:UTM  18      -  LEGION                                   205 28 04.4
 HU1375
 HU1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9439673138(NAD 83)
 HU1375
 HU1375|---------------------------------------------------------------------|
 HU1375| PID    Reference Object                     Distance      Geod. Az  |
 HU1375|                                                           dddmmss.s |
 HU1375| HU0107 S 27                                  9.121 METERS 02522     |
 HU1375| HU1394 INDIAN RIVER COAST GUARD TOWER      313.038 METERS 02906     |
 HU1375| HU1385 WINDY                               292.748 METERS 02918     |
 HU1375| HU1395 BETHANY BEACH OBSERV TWR 4          APPROX. 2.0 KM 1721935.6 |
 HU1375| HU1397 BETHANY BEACH MUNICIPAL TANK        APPROX. 7.7 KM 1760840.7 |
 HU1375| HU1389 LEGION                              APPROX. 2.3 KM 2052539.8 |
 HU1375| HU1388 QUILLEN POINT FLAGPOLE              APPROX. 2.3 KM 2053553.6 |
 HU1375| HU1390 INDIAN R INLET TRAILER PARK TK      APPROX. 0.9 KM 2593104.9 |
 HU1375| HU1406 DAGSBORO DEL POWER S STACK          APPROX.15.0 KM 2611319.6 |
 HU1375| HU1407 DAGSBORO DEL POWER N STACK          APPROX.15.0 KM 2611744.6 |
 HU1375| DC7365 HAPPY RM 2                            9.063 METERS 32209     |
 HU1375|---------------------------------------------------------------------|
 HU1375
 HU1375                          SUPERSEDED SURVEY CONTROL
 HU1375
 HU1375  NAD 83(1986)-  38 36 24.20467(N)    075 03 51.68865(W) AD(       ) 3
 HU1375  NAD 27      -  38 36 23.80138(N)    075 03 53.03556(W) AD(       ) 3
 HU1375  NGVD 29               1.44   (m)            4.7    (f) LEVELING    3  
 HU1375
 HU1375.Superseded values are not recommended for survey control.
 HU1375
 HU1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1375.See file dsdata.pdf to determine how the superseded data were derived.
 HU1375
 HU1375_MARKER: DS = TRIANGULATION STATION DISK
 HU1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1375_STAMPING: HAPPY 1962
 HU1375_MARK LOGO: CGS
 HU1375_PROJECTION: RECESSED 25 CENTIMETERS
 HU1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1375+STABILITY: SURFACE MOTION
 HU1375
 HU1375  HISTORY     - Date     Condition        Report By
 HU1375  HISTORY     - 1962     MONUMENTED       CGS
 HU1375  HISTORY     - 1966     GOOD             LOCENG
 HU1375  HISTORY     - 1975     GOOD             NGS
 HU1375  HISTORY     - 1980     GOOD             LOCENG
 HU1375
 HU1375                          STATION DESCRIPTION
 HU1375
 HU1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1375'STATION IS LOCATED ABOUT 7-1/2 MILES SOUTH OF REHOBOTH BEACH,
 HU1375'4-3/4 MILES NORTH OF BETHANY BEACH AND AT INDIAN RIVER INLET
 HU1375'ON THE SOUTH SIDE OF THE INLET UNDER A POWER LINE HIGH TENSION
 HU1375'TOWER CROSSING THE INLET.  PROPERTY OWNER UNKNOWN BELIEVED TO BE
 HU1375'STATE PROPERTY.
 HU1375'
 HU1375'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14
 HU1375'AND 26 AT BETHANY BEACH, GO NORTHERLY ON STATE HIGHWAY 14 FOR
 HU1375'4.45 MILE TO THE END OF GUARD RAIL AT THE END OF THE SOUTH
 HU1375'END OF THE BRIDGE OVER THE INDIAN RIVER INLET, TURN LEFT AND
 HU1375'GO NORTHWEST FOR 0.05 MILE TO THE HIGH TENSION TOWER AT THE
 HU1375'SOUTH PART OF THE INLET.
 HU1375'
 HU1375'STATION IS A STANDARD DISK SET IN THE TOP OF A 12 X 12 INCH
 HU1375'CONCRETE MONUMENT WHICH PROJECTS ABOUT 8 INCHES ABOVE THE SURFACE
 HU1375'OF THE GROUND, STAMPED HAPPY 1962.  IT IS 87 PACES SOUTHWEST
 HU1375'OF THE SOUTHWEST END OF THE BRIDGE OVER THE INDIAN RIVER
 HU1375'INLET, 28.3 FEET SOUTHEAST OF THE NORTHWEST LEG OF THE HIGH
 HU1375'TENSION TOWER, 26.7 FEET SOUTHWEST OF THE NORTHEAST LEG OF
 HU1375'THE HIGH TENSION TOWER, 17.6 FEET NORTHEAST OF THE SOUTHWEST
 HU1375'LEG OF THE HIGH TENSION TOWER, 15.1 FEET NORTHWEST OF THE
 HU1375'SOUTHEAST LEG OF THE HIGH TENSION TOWER AND 4.4 FEET
 HU1375'SOUTHWEST OF A STANDARD METAL WITNESS POST AND MARKER.
 HU1375'
 HU1375'BM S27 (RM1) IS A STANDARD BENCH MARK DISK SET IN A DRILL
 HU1375'HOLE IN THE TOP OF A CONCRETE FOUNDATION WHICH PROJECTS ABOUT
 HU1375'30 INCHES ABOVE THE SURFACE OF THE GROUND, STAMPED S 27 1962.  IT
 HU1375'IS 25.8 FEET NORTHEAST OF A STANDARD METAL WITNESS POST AND MARKER
 HU1375'AND 2.9 FEET NORTHEAST OF THE HIGH TENSION TOWER LEG.
 HU1375'
 HU1375'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 HU1375'NORTHEAST CORNER OF THE NORTHWEST LEG OF HIGH TENSION TOWER
 HU1375'FOUNDATION WHICH PROJECTS ABOUT 30 INCHES ABOVE THE SURFACE
 HU1375'OF THE GROUND, STAMPED HAPPY NO 2 1962.  IT IS 29.5 FEET
 HU1375'NORTHWEST OF A STANDARD METAL WITNESS POST AND MARKER AND
 HU1375'2.1 FEET NORTH-NORTHEAST OF THE NORTHWEST LEG OF HIGH TENSION
 HU1375'TOWER.
 HU1375'
 HU1375'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HU1375
 HU1375                          STATION RECOVERY (1966)
 HU1375
 HU1375'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966 (RTF)
 HU1375'RECOVERED BY BE BEAVIN CO.
 HU1375'
 HU1375'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  BETHANY
 HU1375'BEACH WATER TANK IS VISIBLE FROM THE GROUND.
 HU1375
 HU1375                          STATION RECOVERY (1975)
 HU1375
 HU1375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 HU1375'STATION MARK WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD
 HU1375'CONDITION.  IT IS NOW 10 INCHES BELOW THE GROUND LEVEL.
 HU1375'
 HU1375'REFERENCE MARK NO 1 WAS BENCH MARK S 27 AND REFERENCE MARK NO
 HU1375'2 WERE RECOVERED AND THEY WERE FOUND TO BE IN GOOD CONDITION AS
 HU1375'THEY ARE DESCRIBED IN THE 1962 DESCRIPTION.
 HU1375'
 HU1375'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1375'4.5 MILES NORTH OF BETHANY BEACH.
 HU1375
 HU1375                          STATION RECOVERY (1980)
 HU1375
 HU1375'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (WW)
 HU1375'RECOVERED BY VANDEMARK LYNCH INC.
 HU1375'
 HU1375'HAPPY 1962 GOOD
 HU1375'
 HU1375'BMS 27-RM 1 GOOD
 HU1375'
 HU1375'HAPPY-NO. 2 1962 GOOD
 HU1375'
 HU1375'STATION AND REFERENCE MARKS ADEQUATELY DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4112 ***********************************************************************
 JU4112  CBN         -  This is a Cooperative Base Network Control Station.
 JU4112  DESIGNATION -  HAR 2
 JU4112  PID         -  JU4112
 JU4112  STATE/COUNTY-  DE/NEW CASTLE
 JU4112  COUNTRY     -  US
 JU4112  USGS QUAD   -  MARCUS HOOK (2019)
 JU4112
 JU4112                         *CURRENT SURVEY CONTROL
 JU4112  ______________________________________________________________________
 JU4112* NAD 83(2011) POSITION- 39 48 12.02384(N) 075 28 48.97012(W)   ADJUSTED
 JU4112* NAD 83(2011) ELLIP HT-    30.198 (meters)        (12/20/17)   ADJUSTED
 JU4112* NAD 83(2011) EPOCH   -  2010.00
 JU4112* NAVD 88 ORTHO HEIGHT -    63.12  (meters)      207.1   (feet) RESET
 JU4112  ______________________________________________________________________
 JU4112  GEOID HEIGHT    -        -32.910 (meters)                     GEOID18
 JU4112  NAD 83(2011) X  -  1,230,184.830 (meters)                     COMP
 JU4112  NAD 83(2011) Y  - -4,750,023.261 (meters)                     COMP
 JU4112  NAD 83(2011) Z  -  4,061,253.729 (meters)                     COMP
 JU4112  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 JU4112  VERT ORDER      -  THIRD
 JU4112
 JU4112  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4112  Standards:
 JU4112         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4112            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4112  -------------------------------------------------------------------
 JU4112  NETWORK    1.29   1.37           0.56   0.49   0.70     -0.08243171
 JU4112  -------------------------------------------------------------------
 JU4112  Click here for local accuracies and other accuracy information.
 JU4112
 JU4112.The horizontal coordinates were established by GPS observations
 JU4112.and adjusted by the MASER CONSULTING in December 2017.
 JU4112
 JU4112.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4112.been affixed to the stable North American tectonic plate. See 
 JU4112.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4112
 JU4112.The horizontal coordinates are valid at the epoch date displayed above
 JU4112.which is a decimal equivalence of Year/Month/Day.
 JU4112
 JU4112.The orthometric height was computed from unverified reset data.
 JU4112
 JU4112.No vertical observational check was made to the station.
 JU4112
 JU4112.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4112.GEOID18 height accuracy estimate available here.
 JU4112
 JU4112.Click photographs - Photos may exist for this station.
 JU4112
 JU4112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4112
 JU4112.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4112
 JU4112.The ellipsoidal height was determined by GPS observations
 JU4112.and is referenced to NAD 83.
 JU4112
 JU4112. The following values were computed from the NAD 83(2011) position.
 JU4112
 JU4112;                    North         East     Units Scale Factor Converg.
 JU4112;SPC DE       -   200,196.241   194,553.189   MT  0.99999537   -0 02 26.6
 JU4112;SPC DE       -   656,810.50    638,296.59   sFT  0.99999537   -0 02 26.6
 JU4112;SPC NJ       -   108,140.588    66,059.011   MT  0.99998672   -0 37 39.2
 JU4112;SPC NJ       -   354,791.25    216,728.61   sFT  0.99998672   -0 37 39.2
 JU4112;SPC PA S     -    54,685.080   794,358.966   MT  1.00002287   +1 28 21.3
 JU4112;SPC PA S     -   179,412.63  2,606,159.37   sFT  1.00002287   +1 28 21.3
 JU4112;UTM  18      - 4,406,040.556   458,886.890   MT  0.99962081   -0 18 26.8
 JU4112
 JU4112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4112!SPC DE       -   0.99999526  x   0.99999537  =   0.99999063
 JU4112!SPC NJ       -   0.99999526  x   0.99998672  =   0.99998198
 JU4112!SPC PA S     -   0.99999526  x   1.00002287  =   1.00001813
 JU4112!UTM  18      -   0.99999526  x   0.99962081  =   0.99961607
 JU4112
 JU4112:                Primary Azimuth Mark                     Grid Az
 JU4112:SPC DE       -  HAR 2 AZ MK                              223 29 02.4
 JU4112:SPC NJ       -  HAR 2 AZ MK                              224 04 15.0
 JU4112:SPC PA S     -  HAR 2 AZ MK                              221 58 14.5
 JU4112:UTM  18      -  HAR 2 AZ MK                              223 45 02.6
 JU4112
 JU4112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5888606040(NAD 83)
 JU4112
 JU4112|---------------------------------------------------------------------|
 JU4112| PID    Reference Object                     Distance      Geod. Az  |
 JU4112|                                                           dddmmss.s |
 JU4112| JU4114 HAR 2 RM 1                           24.950 METERS 06320     |
 JU4112| JU4113 HAR 2 RM 2                           22.431 METERS 13120     |
 JU4112| AF7885 HAR 2 AZ MK                         APPROX. 0.8 KM 2232635.8 |
 JU4112| JU0909 HAR                                 115.286 METERS 32348     |
 JU4112|---------------------------------------------------------------------|
 JU4112
 JU4112                          SUPERSEDED SURVEY CONTROL
 JU4112
 JU4112  NAD 83(2011)-  39 48 12.02442(N)    075 28 48.97020(W) AD(2010.00) 0
 JU4112  ELLIP H (06/27/12)   30.188  (m)                       GP(2010.00)    
 JU4112  NAD 83(2007)-  39 48 12.02473(N)    075 28 48.97100(W) AD(2002.00) 0
 JU4112  ELLIP H (02/10/07)   30.204  (m)                       GP(2002.00)    
 JU4112  ELLIP H (08/09/02)   30.242  (m)                       GP(       ) 4 2
 JU4112  NAD 83(1991)-  39 48 12.02465(N)    075 28 48.97155(W) AD(       ) B
 JU4112  ELLIP H (10/23/91)   30.224  (m)                       GP(       ) 4 1
 JU4112  NAVD 88 (03/31/00)   63.1    (m)  GEOID99  model used  GPS OBS        
 JU4112  NAVD 88 (08/14/98)   63.1    (m)  GEOID96  model used  GPS OBS        
 JU4112  NGVD 29 (05/17/01)   63.46   (m)          208.2    (f) RESET       3  
 JU4112  NGVD 29              63.46   (m)          208.2    (f) LEVELING    3  
 JU4112
 JU4112.Superseded values are not recommended for survey control.
 JU4112
 JU4112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4112.See file dsdata.pdf to determine how the superseded data were derived.
 JU4112
 JU4112_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4112_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JU4112_SP_SET: CONCRETE BASE OF LIGHT POLE
 JU4112_STAMPING: HAR 2 1985
 JU4112_MARK LOGO: NGS
 JU4112_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4112+STABILITY: SURFACE MOTION
 JU4112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4112+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2016
 JU4112
 JU4112  HISTORY     - Date     Condition        Report By
 JU4112  HISTORY     - 1985     MONUMENTED       NGS
 JU4112  HISTORY     - 19910109 GOOD             NGS
 JU4112  HISTORY     - 19961210 GOOD             NJGS
 JU4112  HISTORY     - 19971018 GOOD             USPSQD
 JU4112  HISTORY     - 19980330 GOOD             NGS
 JU4112  HISTORY     - 19990614 GOOD             NJGS
 JU4112  HISTORY     - 20001214 GOOD             PADT
 JU4112  HISTORY     - 20031208 GOOD             PADT
 JU4112  HISTORY     - 20060725 GOOD             AASCO
 JU4112  HISTORY     - 20080211 GOOD             INDIV
 JU4112  HISTORY     - 20091113 GOOD             GEOCAC
 JU4112  HISTORY     - 20110126 GOOD             INDIV
 JU4112  HISTORY     - 20130711 GOOD             DELCOS
 JU4112  HISTORY     - 20160601 GOOD             INDIV
 JU4112
 JU4112                          STATION DESCRIPTION
 JU4112
 JU4112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JU4112'1.1 KM (0.7 MI) WESTERLY ALONG U.S. HIGHWAY 13 FROM THE JUNCTION OF
 JU4112'U.S. HIGHWAYS 13 AND 13 ALTERNATE (NORTHEAST OF WILMINGTON) TO THE
 JU4112'JUNCTION OF HARVEY ROAD ON RIGHT, THENCE 1.37 KM (0.85 MI)
 JU4112'NORTHWESTERLY ALONG HARVEY ROAD TO THE BALTIMORE AND OHIO RAILROAD
 JU4112'OVERPASS AND MARK ON TOP OF OVERPASS, AT THE NORTHWEST CORNER OF THE
 JU4112'OVERHEAD BRIDGE WHERE HARVEY ROAD PASSES OVER INTERSTATE HIGHWAY 95
 JU4112'AT EXIT 10, 6.7 M (22.0 FT) SOUTHWEST FROM THE CENTER OF THE SOUTH
 JU4112'BOUND LANE OF HARVEY ROAD, 2.2 M (7.2 FT) WEST FROM A STREET
 JU4112'LIGHTPOLE, 8.3 M (27.2 FT) SOUTHEAST FROM THE CENTER OF A EXIT ROAD
 JU4112'FROM NORTH BOUND HARVEY ROAD ONTO SOUTH BOUND INTERSTATE HIGHWAY 95
 JU4112'AND 1.8 M (5.9 FT) SOUTH FROM THE CENTER OF A TRAFFIC CONTROL
 JU4112'JUNCTION BOX LIP.
 JU4112
 JU4112                          STATION RECOVERY (1991)
 JU4112
 JU4112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JU4112'STATION RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT SEARCHED FOR.
 JU4112'STATION IS LOCATED 8 KM (5.0 MI) NORTHEAST OF DOWNTOWN WILMINGTON, 3
 JU4112'KM (1.9 MI) SOUTHWEST OF THE DELAWARE-PENNSYLVANIA STATE LINE, ALONG
 JU4112'INTERSTATE HIGHWAY 95, ON THE HARVEY ROAD OVERPASS, AND INSIDE THE
 JU4112'GUARDRAIL AT THE NORTHWEST BRIDGE ABUTMENT, AT EXIT 10.
 JU4112'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 JU4112'STATION MARK IS SET IN A DRILL HOLE IN THE EAST CORNER OF A 1.2
 JU4112'M-SQUARE CONCRETE BASE FOR A NOW-REMOVED LIGHT POLE BASE THAT
 JU4112'PROJECTS 5 CM.  IT IS 0.5 M (1.6 FT) EAST OF THE CENTER OF THE BASE,
 JU4112'2.8 M (9.2 FT) SOUTHWEST OF THE SOUTHWEST CURB OF THE SOUTHBOUND
 JU4112'LANES OF HARVEY ROAD, 2.2 M (7.2 FT) WEST OF A METAL LAMPPOST, 8.3 M
 JU4112'(27.2 FT) SOUTHEAST OF THE CENTER OF A RAMP LEADING WEST TO HIGHWAY
 JU4112'95 (COMING FROM NORTHBOUND LANES OF HARVEY ROAD), 5.2 M (17.1 FT)
 JU4112'WEST-NORTHWEST OF THE NORTHWEST BRIDGE ABUTMENT, AND 1.4 M (4.6 FT)
 JU4112'NORTHEAST OF A FIBERGLASS WITNESS POST.
 JU4112'DESCRIBED BY G.R.HEID.
 JU4112
 JU4112                          STATION RECOVERY (1996)
 JU4112
 JU4112'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1996 (ECB)
 JU4112'RECOVERED AS DESCRIBED.
 JU4112
 JU4112                          STATION RECOVERY (1997)
 JU4112
 JU4112'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU4112'RECOVERED IN GOOD CONDITION.
 JU4112
 JU4112                          STATION RECOVERY (1998)
 JU4112
 JU4112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998
 JU4112'THE STATION IS LOCATED AT THE NORTHWEST CORNER OF THE OVERHEAD BRIDGE
 JU4112'WHERE HARVEY ROAD PASSES OVER INTERSTATE HIGHWAY 95 AT EXIT 10, 6.7
 JU4112'METERS (22.0 FT) SOUTHWEST FROM THE CENTER OF THE SOUTH BOUND LANE OF
 JU4112'HARVEY ROAD, 2.2 METERS (7.2 FT) WEST FROM A STREET LIGHT POLE, 8.3
 JU4112'METERS (27.2 FT) SOUTHEAST FROM THE CENTER OF HIGHWAY 95 AND 1.8
 JU4112'METERS (5.9 FT) SOUTH FROM THE CENTER OF A TRAFFIC CONTROL JUNCTION
 JU4112'BOX LID.  THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHEAST FROM
 JU4112'THE APPROXIMATE CENTER OF WILMINGTON, 3 1/4 KM SOUTHWEST FROM THE
 JU4112'PENNSYLVANIA STATE LINE AND 2 1/2 KM NORTHWEST FROM THE DELAWARE
 JU4112'RIVER.  IT IS ON THE OVERHEAD BRIDGE WHERE HARVEY ROAD CROSSES OVER
 JU4112'INTERSTATE HIGHWAY 95 AT EXIT 10.  OWNERSHIP--ROAD RIGHT-OF-WAY.  THE
 JU4112'STATION IS A STANDARD NGS DISK STAMPED---HAR 2 1985---.  THE STATION
 JU4112'IS SET IN A DRILL HOLE IN THE EAST CORNER OF A 4 FT (1.2 M) SQUARE
 JU4112'CONCRETE FOR ABANDONED STREETLIGHT.  THE STATION IS LOCATED 6.7 METERS
 JU4112'(22.0 FT) SOUTHWEST FROM TEH CENTER OF THE SOUTH LIGHT POLE, 8.3
 JU4112'METERS (27.2 FT) SOUTHEAST FROM THE CENTER OF A ROAD LEADING FROM
 JU4112'NORTH BOUND HARVEY ROAD ONTO SOUTH BOUND INTERSTATE HIGHWAY 95, 1.8
 JU4112'METERS (5.9 FT) SOUTH FROM A TRAFFIC CONTROL BOX AND 1.5 METERS (4.9
 JU4112'FT) EAST FROM A CARSONITE POST.
 JU4112
 JU4112                          STATION RECOVERY (1999)
 JU4112
 JU4112'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
 JU4112'RECOVERED AS DESCRIBED.
 JU4112
 JU4112                          STATION RECOVERY (2000)
 JU4112
 JU4112'RECOVERY NOTE BY PA DEPT OF TRANSP 2000
 JU4112'RECOVERED IN GOOD CONDITION.
 JU4112
 JU4112                          STATION RECOVERY (2003)
 JU4112
 JU4112'RECOVERY NOTE BY PA DEPT OF TRANSP 2003 (LMS)
 JU4112'RECOVERED IN GOOD CONDITION.
 JU4112
 JU4112                          STATION RECOVERY (2006)
 JU4112
 JU4112'RECOVERY NOTE BY ATLANTIS AERIAL SURVEY COMPANY 2006 (GLB)
 JU4112'RECOVERED IN GOOD CONDITION.
 JU4112
 JU4112                          STATION RECOVERY (2008)
 JU4112
 JU4112'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (WRA)
 JU4112'DESCRIPTION IS ADEQUATE
 JU4112
 JU4112                          STATION RECOVERY (2009)
 JU4112
 JU4112'RECOVERY NOTE BY GEOCACHING 2009 (GAH)
 JU4112'FOUND HAR 2 AS DESRIBED ALONG WITH JU4114 HAR 2 RM 1 JU4113 HAR 2 RM 2
 JU4112'AND JU0912 HARVEY RM. LIGHT POLE REMOVED, CONCRETE BASE AND DISK
 JU4112'INTACT.
 JU4112
 JU4112                          STATION RECOVERY (2011)
 JU4112
 JU4112'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (WRA)
 JU4112'RECOVERED AS DESCRIBED, DESCRIPTION IS ADEQUATE
 JU4112'USED FOR GPS (JFS)
 JU4112
 JU4112                          STATION RECOVERY (2013)
 JU4112
 JU4112'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4112'RECOVERED IN GOOD CONDITION.
 JU4112
 JU4112                          STATION RECOVERY (2016)
 JU4112
 JU4112'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016
 JU4112'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AF7885 ***********************************************************************
 AF7885  DESIGNATION -  HAR 2 AZ MK
 AF7885  PID         -  AF7885
 AF7885  STATE/COUNTY-  DE/NEW CASTLE
 AF7885  COUNTRY     -  US
 AF7885  USGS QUAD   -  MARCUS HOOK (2019)
 AF7885
 AF7885                         *CURRENT SURVEY CONTROL
 AF7885  ______________________________________________________________________
 AF7885* NAD 83(1991) POSITION- 39 47 54.06212(N) 075 29 11.02306(W)   ADJUSTED
 AF7885* NAVD 88 ORTHO HEIGHT -    60.3   (meters)      198.    (feet) VERT ANG
 AF7885  ______________________________________________________________________
 AF7885  GEOID HEIGHT    -        -32.906 (meters)                     GEOID18
 AF7885  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC18
 AF7885  HORZ ORDER      -  THIRD
 AF7885
 AF7885.The horizontal coordinates were established by classical geodetic methods
 AF7885.and adjusted by the National Geodetic Survey in March 1999.
 AF7885
 AF7885.The orthometric height was determined by vertical angle observations.
 AF7885
 AF7885.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7885.GEOID18 height accuracy estimate available here.
 AF7885
 AF7885.Click photographs - Photos may exist for this station.
 AF7885
 AF7885.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF7885
 AF7885. The following values were computed from the NAD 83(1991) position.
 AF7885
 AF7885;                    North         East     Units Scale Factor Converg.
 AF7885;SPC DE       -   199,642.661   194,028.155   MT  0.99999544   -0 02 40.7
 AF7885;SPC DE       -   654,994.30    636,574.04   sFT  0.99999544   -0 02 40.7
 AF7885;UTM  18      - 4,405,489.632   458,359.483   MT  0.99962135   -0 18 40.8
 AF7885
 AF7885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7885!SPC DE       -   0.99999570  x   0.99999544  =   0.99999114
 AF7885!UTM  18      -   0.99999570  x   0.99962135  =   0.99961705
 AF7885
 AF7885:                Primary Azimuth Mark                     Grid Az
 AF7885:SPC DE       -  HAR 2 RM 1                               044 06 08.8
 AF7885:UTM  18      -  HAR 2 RM 1                               044 22 08.9
 AF7885
 AF7885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5835905489(NAD 83)
 AF7885
 AF7885|---------------------------------------------------------------------|
 AF7885| PID    Reference Object                     Distance      Geod. Az  |
 AF7885|                                                           dddmmss.s |
 AF7885| JU4114 HAR 2 RM 1                          APPROX. 0.8 KM 0440328.1 |
 AF7885|---------------------------------------------------------------------|
 AF7885
 AF7885                          SUPERSEDED SURVEY CONTROL
 AF7885
 AF7885.No superseded survey control is available for this station.
 AF7885
 AF7885_MARKER: DZ = AZIMUTH MARK DISK
 AF7885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7885_STAMPING: HAR 2 1985
 AF7885_MARK LOGO: NGS
 AF7885_PROJECTION: RECESSED 5 CENTIMETERS
 AF7885_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF7885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7885+STABILITY: SURFACE MOTION
 AF7885
 AF7885  HISTORY     - Date     Condition        Report By
 AF7885  HISTORY     - 1985     MONUMENTED       NGS
 AF7885  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 AF7885
 AF7885                          STATION DESCRIPTION
 AF7885
 AF7885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (RGP)
 AF7885'THE STATION IS LOCATED ABOUT 7-1/2 KM NORTHEAST FROM THE CENTER OF
 AF7885'WILMINGTON, 4 KM (2.50 MI) SOUTHWEST FROM THE PENNSYLVANIA STATE LINE
 AF7885'AND 2-1/2 KM NORTHWEST FROM THE DELAWARE RIVER.  OWNERSHIP--ROAD
 AF7885'RIGHT-OF-WAY.  TO REACH FROM EXIT 10 ALONG INTERSTATE HIGHWAY 95 WHERE
 AF7885'HARVEY ROAD CROSSES OVER HIGHWAY 95, GO SOUTHWEST ON INTERSTATE
 AF7885'HIGHWAY 95 FOR 0.8 KM (0.50 MI) TO THE STATION ON THE RIGHT.  THE
 AF7885'STATION SURFACE MARK IS A STANDARD NGS AZIMUTH DISK STAMPED--HAR 2
 AF7885'1985-- SET IN THE TOP OF A 46 CM ROUND CONCRETE POST WHICH IS RECESSED
 AF7885'5 CM BELOW THE SURFACE OF THE GROUND.  THE SUB-SURFACE DISK IS
 AF7885'IDENTICAL TO THE SURFACE DISK, IT IS SET IN A MASS OF CEMENT 1.0 METER
 AF7885'(3.3 FT) BELOW THE SURFACE.  THEY ARE 8.4 METERS (27.6 FT) NORTHWEST
 AF7885'FROM THE CENTER OF THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY 95, 1.3
 AF7885'METERS (4.3 FT) NORTHWEST FROM A GUARD RAIL, 29.6 METERS (97.1 FT)
 AF7885'SOUTHWEST FROM THE NORTHEAST END OF THE GUARD RAIL AND 0.5 METER (1.6
 AF7885'FT) NORTHEAST FROM THE CARSONITE WITNESS POST.  TO REACH THE AZIMUTH
 AF7885'MARK FROM THE STATION, GO SOUTHWEST ON INTERSTATE HIGHWAY 95 FOR 08 KM
 AF7885'(4.95 MI) TO THE MARK ON THE RIGHT.
 AF7885
 AF7885                          STATION RECOVERY (2013)
 AF7885
 AF7885'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 AF7885'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4114 ***********************************************************************
 JU4114  DESIGNATION -  HAR 2 RM 1
 JU4114  PID         -  JU4114
 JU4114  STATE/COUNTY-  DE/NEW CASTLE
 JU4114  COUNTRY     -  US
 JU4114  USGS QUAD   -  MARCUS HOOK (2019)
 JU4114
 JU4114                         *CURRENT SURVEY CONTROL
 JU4114  ______________________________________________________________________
 JU4114* NAD 83(1991) POSITION- 39 48 12.38687(N) 075 28 48.03284(W)   ADJUSTED
 JU4114* NAVD 88 ORTHO HEIGHT -    62.83  (meters)      206.1   (feet) RESET
 JU4114  ______________________________________________________________________
 JU4114  GEOID HEIGHT    -        -32.910 (meters)                     GEOID18
 JU4114  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 JU4114  HORZ ORDER      -  THIRD
 JU4114  VERT ORDER      -  THIRD
 JU4114
 JU4114.The horizontal coordinates were established by classical geodetic methods
 JU4114.and adjusted by the National Geodetic Survey in March 1999.
 JU4114
 JU4114.The orthometric height was computed from unverified reset data.
 JU4114
 JU4114.No vertical observational check was made to the station.
 JU4114
 JU4114.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4114.GEOID18 height accuracy estimate available here.
 JU4114
 JU4114.Click photographs - Photos may exist for this station.
 JU4114
 JU4114.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4114
 JU4114. The following values were computed from the NAD 83(1991) position.
 JU4114
 JU4114;                    North         East     Units Scale Factor Converg.
 JU4114;SPC DE       -   200,207.422   194,575.493   MT  0.99999536   -0 02 26.0
 JU4114;SPC DE       -   656,847.18    638,369.76   sFT  0.99999536   -0 02 26.0
 JU4114;UTM  18      - 4,406,051.628   458,909.238   MT  0.99962079   -0 18 26.2
 JU4114
 JU4114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4114!SPC DE       -   0.99999531  x   0.99999536  =   0.99999067
 JU4114!UTM  18      -   0.99999531  x   0.99962079  =   0.99961610
 JU4114
 JU4114:                Primary Azimuth Mark                     Grid Az
 JU4114:SPC DE       -  HAR 2 AZ MK                              224 06 08.8
 JU4114:UTM  18      -  HAR 2 AZ MK                              224 22 09.0
 JU4114
 JU4114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5890906051(NAD 83)
 JU4114
 JU4114|---------------------------------------------------------------------|
 JU4114| PID    Reference Object                     Distance      Geod. Az  |
 JU4114|                                                           dddmmss.s |
 JU4114| AF7885 HAR 2 AZ MK                         APPROX. 0.8 KM 2240342.8 |
 JU4114| JU4112 HAR 2                                24.950 METERS 24320     |
 JU4114| JU0909 HAR                                 121.922 METERS 31213     |
 JU4114|---------------------------------------------------------------------|
 JU4114
 JU4114                          SUPERSEDED SURVEY CONTROL
 JU4114
 JU4114  NGVD 29 (05/17/01)   63.18   (m)          207.3    (f) RESET       3  
 JU4114
 JU4114.Superseded values are not recommended for survey control.
 JU4114
 JU4114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4114.See file dsdata.pdf to determine how the superseded data were derived.
 JU4114
 JU4114_MARKER: DR = REFERENCE MARK DISK
 JU4114_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4114_SP_SET: SIDEWALK
 JU4114_STAMPING: HAR 2 NO 1 1985
 JU4114_MARK LOGO: NGS
 JU4114_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU4114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4114+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU4114
 JU4114  HISTORY     - Date     Condition        Report By
 JU4114  HISTORY     - 1985     MONUMENTED       NGS
 JU4114  HISTORY     - 19971018 GOOD             USPSQD
 JU4114  HISTORY     - 19980315 GOOD             NGS
 JU4114  HISTORY     - 20060514 GOOD             USPSQD
 JU4114  HISTORY     - 20091113 GOOD             GEOCAC
 JU4114  HISTORY     - 20130711 GOOD             DELCOS
 JU4114
 JU4114                          STATION DESCRIPTION
 JU4114
 JU4114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JU4114'1.1 KM (0.7 MI) WESTERLY ALONG U.S. HIGHWAY 13 FROM THE JUNCTION OF
 JU4114'U.S. HIGHWAYS 13 AND 13 ALTERNATE (NORTHEAST OF WILMINGTON) TO THE
 JU4114'JUNCTION OF HARVEY ROAD ON RIGHT, THENCE 1.37 KM (0.85 MI)
 JU4114'NORTHWESTERLY ALONG HARVEY ROAD TO THE BALTIMORE AND OHIO RAILROAD
 JU4114'OVERPASS AND MARK ON TOP OF OVERPASS, IN THE SIDEWALK AT THE
 JU4114'NORTHEAST CORNER OF THE OVERHEAD BRIDGE WHERE HARVEY ROAD PASSES OVER
 JU4114'INTERSTATE HIGHWAY 95 AT EXIT 10, 1.1 M (3.6 FT) SOUTHEAST FROM THE
 JU4114'MOST NORTHEAST END OF THE BRIDGE, 6.1 M (20.0 FT) SOUTHEAST FROM A
 JU4114'STREET LIGHTPOLE AND 4.5 M (14.8 FT) NORTHEAST FROM THE CENTER OF THE
 JU4114'NORTH BOUND LANE OF HARVEY ROAD.
 JU4114
 JU4114                          STATION RECOVERY (1997)
 JU4114
 JU4114'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU4114'RECOVERED IN GOOD CONDITION.
 JU4114
 JU4114                          STATION RECOVERY (1998)
 JU4114
 JU4114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998
 JU4114'THE STATION IS LOCATED 8 KM (4.95 MI) NORTHEAST FROM WILMINGTON, 3-1/4
 JU4114'KM SOUTHWEST FROM THE PENNSYLVANIA STATE LINE AND 2-1/2 KM NORTHWEST
 JU4114'FROM THE DELAWARE RIVER.  OWNERSHIP--ROAD RIGHT OF WAY.  IT IS ON THE
 JU4114'NORTHEAST CORNER OF THE OVERHEAD BRIDGE WHERE HARVEY ROAD CROSSES OVER
 JU4114'INTERSTATE HIGHWAY 95 AT EXIT 10.  THE STATION MARK IS A STANDARD NGS
 JU4114'REFERENCE MARK DISK STAMPED -- HAR 2 NO 1 1985 -- CEMENTED IN A DRILL
 JU4114'HOLE IN A SIDEWALK.  IT IS 1.1 METERS (3.6 FT) SOUTHEAST FROM THE MOST
 JU4114'NORTHEAST END OF THE BRIDGE, 6.1 METERS (20.0 FT) SOUTHEAST FROM A
 JU4114'STREETLIGHT POLE, 4.5 METERS (14.8 FT) NORTHEAST FROM THE CENTER OF
 JU4114'THE NORTH BOUND LANE OF HARVEY ROAD AND 26.3 METERS (86.3 FT)
 JU4114'NORTHEAST FROM A CARSONITE WITNESS POST.  THE STATION IS LOCATED IN
 JU4114'THE SIDEWALK AT THE NORTHEAST CORNER OF THE OVERHEAD BRIDGE WHERE
 JU4114'HARVEY ROAD PASSES OVER INTERSTATE HIGHWAY 95 AT EXIT 10, 1.1 METERS
 JU4114'(3.6 FT) SOUTHEAST FROM THE MOST NORTHEAST END OF THE BRIDGE, 6.1
 JU4114'METERS (20.0 FT) SOUTHEAST FROM A STREETLIGHT POLE AND 4.5 METERS
 JU4114'(14.8 FT) NORTHEAST FROM THE CENTER OF THE NORTH BOUND LANE OF HARVEY
 JU4114'ROAD.  REFERENCE NO 1 IS A STANDARD NGS DISK, THE STATION IS CEMENTED
 JU4114'IN A DRILL HOLE IN THE NORTHEAST CORNER OF A SIDEWALK ALONG THE EAST
 JU4114'SIDE OF HARVEY ROAD.  THE STATION IS LOCATED 1.1 METERS (3.6 FT)
 JU4114'SOUTHEAST FROM THE MOST NORTHEAST END OF THE BRIDGE, 6.1 METERS (20.0
 JU4114'FT) SOUTHEAST FROM A STREET LIGHTPOLE, 4.5 METERS (14.8 FT) NORTHEAST
 JU4114'FROM THE CENTER OF THE NORTH BOUND LANE OF HARVEY ROAD AND 26.3 METERS
 JU4114'(86.3 FT) NORTHEAST FROM THE WITNESS POST, AND 0.3 METERS (1.0 FT)
 JU4114'LEVEL WITH THE STATION.
 JU4114
 JU4114                          STATION RECOVERY (2006)
 JU4114
 JU4114'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 JU4114'RECOVERED IN GOOD CONDITION.
 JU4114
 JU4114                          STATION RECOVERY (2009)
 JU4114
 JU4114'RECOVERY NOTE BY GEOCACHING 2009 (GAH)
 JU4114'FOUND HAR 2 RM 1 AS DESRIBED ALONG WITH JU4113 HAR 2 RM 2 JU4112 HAR 2
 JU4114'AND JU0912 HARVEY RM.
 JU4114
 JU4114                          STATION RECOVERY (2013)
 JU4114
 JU4114'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4114'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4113 ***********************************************************************
 JU4113  DESIGNATION -  HAR 2 RM 2
 JU4113  PID         -  JU4113
 JU4113  STATE/COUNTY-  DE/NEW CASTLE
 JU4113  COUNTRY     -  US
 JU4113  USGS QUAD   -  MARCUS HOOK (2019)
 JU4113
 JU4113                         *CURRENT SURVEY CONTROL
 JU4113  ______________________________________________________________________
 JU4113* NAD 83(1991) POSITION- 39 48 11.54344(N) 075 28 48.26219(W)   ADJUSTED
 JU4113* NAVD 88 ORTHO HEIGHT -    62.04  (meters)      203.5   (feet) RESET
 JU4113  ______________________________________________________________________
 JU4113  GEOID HEIGHT    -        -32.910 (meters)                     GEOID18
 JU4113  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC18
 JU4113  HORZ ORDER      -  THIRD
 JU4113  VERT ORDER      -  THIRD
 JU4113
 JU4113.The horizontal coordinates were established by classical geodetic methods
 JU4113.and adjusted by the National Geodetic Survey in March 1999.
 JU4113
 JU4113.The orthometric height was computed from unverified reset data.
 JU4113
 JU4113.No vertical observational check was made to the station.
 JU4113
 JU4113.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4113.GEOID18 height accuracy estimate available here.
 JU4113
 JU4113.Click photographs - Photos may exist for this station.
 JU4113
 JU4113.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4113
 JU4113. The following values were computed from the NAD 83(1991) position.
 JU4113
 JU4113;                    North         East     Units Scale Factor Converg.
 JU4113;SPC DE       -   200,181.413   194,570.019   MT  0.99999536   -0 02 26.1
 JU4113;SPC DE       -   656,761.85    638,351.80   sFT  0.99999536   -0 02 26.1
 JU4113;UTM  18      - 4,406,025.655   458,903.645   MT  0.99962079   -0 18 26.4
 JU4113
 JU4113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4113!SPC DE       -   0.99999543  x   0.99999536  =   0.99999079
 JU4113!UTM  18      -   0.99999543  x   0.99962079  =   0.99961622
 JU4113
 JU4113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5890306025(NAD 83)
 JU4113
 JU4113                          SUPERSEDED SURVEY CONTROL
 JU4113
 JU4113  NGVD 29 (05/17/01)   62.38   (m)          204.7    (f) RESET       3  
 JU4113
 JU4113.Superseded values are not recommended for survey control.
 JU4113
 JU4113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4113.See file dsdata.pdf to determine how the superseded data were derived.
 JU4113
 JU4113_MARKER: DR = REFERENCE MARK DISK
 JU4113_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4113_SP_SET: SIDEWALK
 JU4113_STAMPING: HAR 2 NO 2 1985
 JU4113_MARK LOGO: NGS
 JU4113_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU4113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4113+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU4113
 JU4113  HISTORY     - Date     Condition        Report By
 JU4113  HISTORY     - 1985     MONUMENTED       NGS
 JU4113  HISTORY     - 19850615 GOOD             NGS
 JU4113  HISTORY     - 19971018 GOOD             USPSQD
 JU4113  HISTORY     - 20091113 GOOD             GEOCAC
 JU4113  HISTORY     - 20130711 GOOD             DELCOS
 JU4113
 JU4113                          STATION DESCRIPTION
 JU4113
 JU4113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JU4113'1.1 KM (0.7 MI) WESTERLY ALONG U.S. HIGHWAY 13 FROM THE JUNCTION OF
 JU4113'U.S. HIGHWAYS 13 AND 13 ALTERNATE (NORTHEAST OF WILMINGTON) TO THE
 JU4113'JUNCTION OF HARVEY ROAD ON RIGHT, THENCE 1.37 KM (0.85 MI)
 JU4113'NORTHWESTERLY ALONG HARVEY ROAD TO BALTIMORE AND OHIO RAILROAD
 JU4113'OVERPASS AND MARK ON TOP OF OVERPASS, IN THE WEST SIDEWALK FOR THE
 JU4113'OVERHEAD BRIDGE WHERE HARVEY ROAD PASSES OVER INTERSTATE HIGHWAY 95
 JU4113'AT EXIT 10, 4.0 M (13.1 FT) SOUTH FROM THE CENTER OF THE SOUTH BOUND
 JU4113'LANE OF HARVEY ROAD, 17.1 M (56.1 FT) SOUTHEAST FROM THE MOST
 JU4113'NORTHWEST END OF THE BRIDGE AND 0.3 M (1.0 FT) SOUTHWEST FROM THE
 JU4113'NORTHEAST EDGE OF THE BUMPER RAIL.
 JU4113
 JU4113                          STATION RECOVERY (1985)
 JU4113
 JU4113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (RGP)
 JU4113'THE STATION IS LOCATED IN THE WEST SIDEWALK FOR THE OVERHEAD BRIDGE
 JU4113'WHERE HARVEY ROAD PASSES OVER INTERSTATE 95 AT EXIT 10, 4.0 METERS
 JU4113'(13.1 FT) SOUTH FROM THE CENTER OF THE SOUTH BOUND LAND OF HARVEY
 JU4113'ROAD, 17.1 METERS (56.1 FT) SOUTHEAST FROM THE MOST NORTHWEST END OF
 JU4113'THE BRIDGE AND 0.3 METERS (1.0 FT) SOUTHWEST FROM THE NORTHEAST EDGE
 JU4113'OF THE BUMPER RAIL.  REFERENCE MARK NO 2, IS A STANDARD NGS DISK
 JU4113'STAMPED,---HAR 2 NO 2 1985---.  CEMENTED IN A DRILL HOLE IN THE
 JU4113'WESTERLY BUMPER RAIL FROM THE BRIDGE.  THE STATION IS LOCATED 4.0
 JU4113'METERS (13.1 FT) SOUTHWEST FROM THE CENTER OF THE SOUTH BOUND LANE OF
 JU4113'HARVEY ROAD, 17.1 METERS (56.1 FT) SOUTHEAST FROM THE MOST NORTHWEST
 JU4113'END OF THE BRIDGE, 0.3 METERS (1.0 FT) SOUTHWEST FROM THE EDGE OF THE
 JU4113'BUMPED RAIL AND 212.6 METERS (697.5 FT) SOUTHEAST FROM THE WITNESS
 JU4113'POST, AND 1.1 METERS (3.6 FT) LOWER WITH THE STATION.
 JU4113
 JU4113                          STATION RECOVERY (1997)
 JU4113
 JU4113'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU4113'RECOVERED IN GOOD CONDITION.
 JU4113
 JU4113                          STATION RECOVERY (2009)
 JU4113
 JU4113'RECOVERY NOTE BY GEOCACHING 2009 (GAH)
 JU4113'FOUND HAR 2 RM 2 AS DESRIBED ALONG WITH JU4114 HAR 2 RM 1 JU4112 HAR 2
 JU4113'AND JU0912 HARVEY RM. DISK PAINTED OVER WHITE AND HARDER TO SPOT BUT
 JU4113'OTHERWISE APPEARS UNALTERED.
 JU4113
 JU4113                          STATION RECOVERY (2013)
 JU4113
 JU4113'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4113'LOCATED 1 M SOUTHWEST OF STORM DRAIN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1424 ***********************************************************************
 HU1424  DESIGNATION -  HARBESON RESET
 HU1424  PID         -  HU1424
 HU1424  STATE/COUNTY-  DE/SUSSEX
 HU1424  COUNTRY     -  US
 HU1424  USGS QUAD   -  HARBESON (2016)
 HU1424
 HU1424                         *CURRENT SURVEY CONTROL
 HU1424  ______________________________________________________________________
 HU1424* NAD 83(1991) POSITION- 38 43 24.77968(N) 075 17 13.42764(W)   ADJUSTED
 HU1424* NAVD 88 ORTHO HEIGHT -    11.    (meters)       36.    (feet) SCALED
 HU1424  ______________________________________________________________________
 HU1424  GEOID HEIGHT    -        -35.637 (meters)                     GEOID18
 HU1424  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 HU1424  HORZ ORDER      -  FIRST
 HU1424
 HU1424.The horizontal coordinates were established by classical geodetic methods
 HU1424.and adjusted by the National Geodetic Survey in January 1992.
 HU1424
 HU1424.The orthometric height was scaled from a topographic map.
 HU1424
 HU1424.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1424.GEOID18 height accuracy estimate available here.
 HU1424
 HU1424.Click photographs - Photos may exist for this station.
 HU1424
 HU1424.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1424
 HU1424. The following values were computed from the NAD 83(1991) position.
 HU1424
 HU1424;                    North         East     Units Scale Factor Converg.
 HU1424;SPC DE       -    80,324.027   211,270.582   MT  0.99999656   +0 04 51.9
 HU1424;SPC DE       -   263,529.75    693,143.57   sFT  0.99999656   +0 04 51.9
 HU1424;UTM  18      - 4,286,138.453   475,046.231   MT  0.99960767   -0 10 46.5
 HU1424
 HU1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1424!SPC DE       -   1.00000390  x   0.99999656  =   1.00000046
 HU1424!UTM  18      -   1.00000390  x   0.99960767  =   0.99961157
 HU1424
 HU1424:                Primary Azimuth Mark                     Grid Az
 HU1424:SPC DE       -  LEWES STANDPIPE                          067 53 09.1
 HU1424:UTM  18      -  LEWES STANDPIPE                          068 08 47.5
 HU1424
 HU1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7504686138(NAD 83)
 HU1424
 HU1424|---------------------------------------------------------------------|
 HU1424| PID    Reference Object                     Distance      Geod. Az  |
 HU1424|                                                           dddmmss.s |
 HU1424| DC7366 HARBESON RM 1 AZIMUTH                              06219     |
 HU1424| HU1342 LEWES STANDPIPE                     APPROX.14.0 KM 0675801.0 |
 HU1424| HU1358 REHOBOTH BEACH STANDPIPE            APPROX.17.8 KM 0921902.4 |
 HU1424| DC7367 HARBESON RM 2                        38.585 METERS 11742     |
 HU1424| DC7369 HARBESON RM 4 AZIMUTH                              17837     |
 HU1424| HU1426 MILLSBORO HOUSTON WHITE CO TK       APPROX.15.2 KM 1814144.7 |
 HU1424| HU1425 MILLSBORO MUNICIPAL TANK            APPROX.14.7 KM 1822447.4 |
 HU1424| DC7368 HARBESON RM 3                        32.169 METERS 21122     |
 HU1424| HU1436 MILTON BLACK WATER TANK             APPROX. 6.6 KM 3415529.2 |
 HU1424|---------------------------------------------------------------------|
 HU1424
 HU1424                          SUPERSEDED SURVEY CONTROL
 HU1424
 HU1424  NAD 83(1986)-  38 43 24.76910(N)    075 17 13.44048(W) AD(       ) 1
 HU1424  NAD 27      -  38 43 24.36500(N)    075 17 14.75700(W) AD(       ) 1
 HU1424
 HU1424.Superseded values are not recommended for survey control.
 HU1424
 HU1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1424.See file dsdata.pdf to determine how the superseded data were derived.
 HU1424
 HU1424_MARKER: DS = TRIANGULATION STATION DISK
 HU1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1424_STAMPING: HARBESON 1932 1973
 HU1424_MARK LOGO: CGS
 HU1424_PROJECTION: FLUSH
 HU1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1424+STABILITY: SURFACE MOTION
 HU1424
 HU1424  HISTORY     - Date     Condition        Report By
 HU1424  HISTORY     - 1932     MONUMENTED       CGS
 HU1424  HISTORY     - 1943     GOOD             CGS
 HU1424  HISTORY     - 1955     MARK NOT FOUND   USGS
 HU1424  HISTORY     - 1955     MARK NOT FOUND   CGS
 HU1424  HISTORY     - 1962     SEE DESCRIPTION  CGS
 HU1424  HISTORY     - 1969     SEE DESCRIPTION  CGS
 HU1424  HISTORY     - 1973     SEE DESCRIPTION  NGS
 HU1424
 HU1424                          STATION DESCRIPTION
 HU1424
 HU1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 HU1424'STATION IS ABOUT 9 MILES SW OF LEWES ON THE GROUND OF THE
 HU1424'PUBLIC SCHOOL AT HARBESON, ALSO ABOUT 6 MILES NE OF GEORGETOWN.
 HU1424'
 HU1424'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 HU1424'DISKS SET IN CONCRETE.
 HU1424'
 HU1424'REFERENCE MARK NO.1 IS ENE OF STATION.  0.25 MILE E OF
 HU1424'INTERSECTION OF PAVED HIGHWAYS.  9 METERS NNW OF CENTER LINE OF
 HU1424'E AND W CONCRETE HIGHWAY.  25 METERS SSW OF HOUSE.  15 METERS
 HU1424'SW OF 36-INCH GUM TREE.
 HU1424'
 HU1424'REFERENCE MARK NO.2 IS SE OF STATION, 12 INCHES ON N SIDE OF
 HU1424'E AND W FENCE LINE WHICH DIVIDES SCHOOL GROUNDS ON N AND FIELD
 HU1424'ON S.
 HU1424'
 HU1424'REFERENCE MARK NO.3 IS SSW OF STATION AT NW CORNER OF FIELD IN
 HU1424'OLD E AND W FENCE LINE WHICH DIVIDES SCHOOL GROUNDS ON N AND
 HU1424'FIELD ON S.
 HU1424'
 HU1424'REACHED FROM GEORGETOWN BY TAKING PAVED ROAD LEADING TO
 HU1424'LEWES, TO THE VILLAGE OF HARBESON WHICH IS AT A CROSSROADS.  TAKE
 HU1424'PAVED HIGHWAY FROM THIS CROSSROADS S A FEW HUNDRED FEET TO
 HU1424'THE PUBLIC SCHOOL ON W SIDE OF HIGHWAY, TURN W JUST N OF SCHOOL
 HU1424'AND FOLLOW DIM ROAD 0.1 MILE TO STATION.  STATION IS IN THE NW
 HU1424'CORNER OF SCHOOL GROUNDS, 11.3 METERS S OF POINT WHERE GROUND
 HU1424'SLOPES TO WATERS EDGE IN CANAL.  0.1 MILE W OF HIGHWAY.
 HU1424'
 HU1424'HEIGHT OF SIGNAL ABOVE STATION MARK - 41 METERS.
 HU1424
 HU1424                          STATION RECOVERY (1943)
 HU1424
 HU1424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1424'RECOVERED IN GOOD CONDITION, EXCEPT FOR THE FOLLOWING
 HU1424'DISCREPANCIES --
 HU1424'
 HU1424'1.  REFERENCE MARK 2 IS NOW 126.58 FEET OR 38.582 METERS FROM
 HU1424'THE STATION.
 HU1424'
 HU1424'2.  REFERENCE MARK 3 IS NOW 105.49 FEET OR 32.153 METERS FROM
 HU1424'THE STATION.
 HU1424'
 HU1424'3.  FROM REFERENCE MARK 2 TO REFERENCE MARK 3, THE DISTANCE IS
 HU1424'169.80 FEET OR 51.755 METERS.
 HU1424'
 HU1424'4.  THE PUBLIC SCHOOL IS NOW A COMMUNITY HALL.
 HU1424'
 HU1424'5.  THE STATION IS 92.5 METERS WSW OF THE W END OF THE
 HU1424'COMMUNITY HALL, AND 4 METERS N OF THE CENTER OF A SMALL ROAD
 HU1424'WHICH FOLLOWS THE TREE LINE.
 HU1424'
 HU1424'6.  REFERENCE MARK 2 IS 129 DEG 31 MIN 37 SEC FROM STATION
 HU1424'MARVEL, INSTEAD OF 129 DEG 29 MIN 55.2 SEC.
 HU1424'
 HU1424'7.  REFERENCE MARK 3 IS 223 DEG 09 MIN 47 SEC FROM STATION
 HU1424'MARVEL, INSTEAD OF 223 DEG 10 MIN 11.2 SEC.
 HU1424
 HU1424                          STATION RECOVERY (1955)
 HU1424
 HU1424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 HU1424'STATION DESTROYED.  BETWEEN A FOOT AND A HALF TO TWO FEET OF
 HU1424'THE AREA HAVE BEEN BULLDOZED AWAY, UP TO THE FENCE LINE
 HU1424'DESCRIBED FOR REFERENCE MARK 2.
 HU1424'
 HU1424'REFERENCE MARK 2 APPEARS TO HAVE BEEN STRUCK BY BULLDOZER AND
 HU1424'SLIGHTLY TILTED.
 HU1424
 HU1424                          STATION RECOVERY (1955)
 HU1424
 HU1424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (RER)
 HU1424'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  ALL REFERENCE
 HU1424'MARKS WERE RECOVERED IN GOOD CONDITION.  POINT WHERE STATION
 HU1424'WAS SET IS NOW CEMETERY PROPERTY AND APPEARS TO BEEN GRADED
 HU1424'SINCE THE ORIGINAL DESCRIPTION WAS MADE.
 HU1424
 HU1424                          STATION RECOVERY (1962)
 HU1424
 HU1424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO)
 HU1424'THE STATION IS IN AREA THAT HAS BEEN GRADED AND LEVELED AND
 HU1424'HAS DESTROYED THE SURFACE AND SUB-SURFACE MARK.  THE TWO
 HU1424'REFERENCE MARKS WERE RECOVERED AND FOUND TO BE IN GOOD
 HU1424'CONDITION.  NO SEARCH WAS MADE FOR R.M. NO.1 (AZIMUTH MARK).  THE
 HU1424'STATION CAN BE CONSIDERED LOST.
 HU1424
 HU1424                          STATION RECOVERY (1969)
 HU1424
 HU1424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 HU1424'STATION MARK DESTROYED.  R.M.S 2 AND 3 WERE RECOVERED IN GOOD
 HU1424'CONDITION.  THE DISTANCE BETWEEN THE REFERENCE MARKS WAS
 HU1424'VERIFIED.  THE ORIGINAL DESCRIPTION PLUS THE RECOVERY NOTES BY
 HU1424'F.L.G. IN 1943 AND C.F.O. IN 1962 ARE ADEQUATE WITH THE
 HU1424'FOLLOWING ADDITIONS -- THE MARKS ARE LOCATED BEHIND THE
 HU1424'HARBESON CHURCH HALL (DELAWARE HIGHWAY 5), ACROSS THE ROAD
 HU1424'FROM THE HARBESON METHODIST CHURCH, SOUTHWEST OF A PROMINENT
 HU1424'CEMETERY AND IN A FENCE ROW.  R.M. 2 IS 3.5 FEET SOUTHWEST OF
 HU1424'THE FIRST 8 INCH PINE IN EASTERLY END OF FENCE ROW.  BOTH
 HU1424'MARKS PROJECT 1 FOOT ABOVE THE GROUND.
 HU1424
 HU1424                          STATION RECOVERY (1973)
 HU1424
 HU1424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 HU1424'THE STATION SURFACE DISK AND SUB-SURFACE DISK WAS FOUND TO BE
 HU1424'DESTROYED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND,
 HU1424'IT IS BELIEVED DESTROYED.  REFERENCE MARKS TWO AND THREE WERE
 HU1424'RECOVERED AND FOUND IN GOOD CONDITION.  A NEW STATION MARK WAS
 HU1424'ESTABLISHED BY USING THE DISTANCES AND DIRECTION TO THE
 HU1424'REFERENCE MARKS.  A NEW AZIMUTH MARK WAS ESTABLISHED BY
 HU1424'OBSERVATIONS ON POLARIS.  THE DISTANCES AND DIRECTIONS I
 HU1424'OBTAINED TO THE REFERENCE WERE AS CLOSE AS I COULD GET TO
 HU1424'THE OLD MEASUREMENTS AND DIRECTIONS.  A LONGER DISTANCE OF
 HU1424'0.05 FOOT WAS NOTED TO REFERENCE MARK 3 AND A LONGER
 HU1424'DISTANCE OF 0.01 FOOT TO REFERENCE MARK 2.  THE 1943
 HU1424'DISTANCES WERE USED AS A CHECK.  THE DIRECTIONS I OBTAINED TO
 HU1424'THE REFERENCE MARKS FELL BETWEEN THE 1932 OBSERVATIONS AND
 HU1424'THE 1943 OBSERVATIONS.  HOWEVER THE 1932
 HU1424'OBSERVATIONS WERE THE CLOSEST.  A DIFFERENCE OF 1 MINUTE AND 56
 HU1424'SECONDS IN DIRECTION WAS NOTED BETWEEN THE REFERENCE MARKS.
 HU1424'
 HU1424'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 HU1424'
 HU1424'THE STATION IS LOCATED ABOUT 7 MILES EAST-NORTHEAST OF
 HU1424'GEORGETOWN, ABOUT 4-1/2 MILES SOUTH OF MILTON AND IN THE WEST
 HU1424'PART OF THE SMALL VILLAGE OF HARBESON.  THE PROPERTY IS OWNED
 HU1424'BY THE VILLAGE OF HARBESON.
 HU1424'
 HU1424'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 5
 HU1424'AND 18 IN THE VILLAGE OF HARBESON, GO SOUTH ON STATE HIGHWAY 18
 HU1424'FOR 0.1 MILE TO A CEMETERY ON THE RIGHT.  TURN RIGHT AND GO
 HU1424'WEST ON A PAVED ROAD ALONG THE SOUTH SIDE OF THE CEMETERY FOR
 HU1424'0.05 MILE TO THE SOUTHWEST EDGE OF THE CEMETERY.  THE STATION
 HU1424'IS LOCATED ABOUT 0.05 MILE WEST OF THIS POINT IN THE SOUTHWEST
 HU1424'EDGE OF A FLAT GRASS COVERED FIELD.
 HU1424'
 HU1424'THE STATION MARK IS A STANDARD DISK STAMPED HARBESON 1932 1973,
 HU1424'SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS
 HU1424'FLUSH WITH THE SURFACE.  IT IS 107 FEET NORTH-NORTHEAST OF A
 HU1424'WITNESS POST, 126 FEET NORTH OF A WITNESS POST 75 FEET NORTH
 HU1424'OF A WOODED FENCE LINE 35 FEET EAST OF A WOODED AREA.
 HU1424'
 HU1424'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HARBESON NO 2 1932,
 HU1424'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING
 HU1424'6 INCHES.  IT IS 5 FEET WEST-SOUTHWEST OF THE MOST EASTERLY
 HU1424'TREE IN THE WOODED FENCE LINE AND 1.5 FEET EAST-NORTHEAST OF
 HU1424'THE WITNESS POST.   REFERENCE MARK 3 IS A STANDARD
 HU1424'DISK STAMPED HARBESON NO 3 1932, SET IN THE TOP OF A 12-INCH
 HU1424'SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  IT IS 4 FEET
 HU1424'SOUTH OF THE WOODED FENCE LINE AND 1.5 FEET NORTHEAST OF THE
 HU1424'WITNESS POST.
 HU1424'
 HU1424'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HARBESON 1932
 HU1424'NO 4 1973, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT
 HU1424'WHICH IS FLUSH WITH THE SURFACE.  IT IS 124 FEET NORTH OF THE
 HU1424'CENTER LINE OF A PAVED ROAD, 5.0 FEET EAST OF THE EDGE
 HU1424'OF A PARKING LOT, 2.5 FEET EAST OF POWERLINE POLE NUMBERED
 HU1424'P O AND 1.3 FEET EAST OF A WITNESS POST.
 HU1424'
 HU1424'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE
 HU1424'HIGHWAYS 5 AND 18 IN HARBESON, GO SOUTH ON STATE HIGHWAY 5
 HU1424'FOR 0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON
 HU1424'A PAVED ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT JUST EAST
 HU1424'OF A LARGE PARKING LOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1335 ***********************************************************************
 HU1335  DESIGNATION -  HARBOR OF REFUGE LH NEW
 HU1335  PID         -  HU1335
 HU1335  STATE/COUNTY-  DE/SUSSEX
 HU1335  COUNTRY     -  US
 HU1335  USGS QUAD   -  CAPE HENLOPEN (2016)
 HU1335
 HU1335                         *CURRENT SURVEY CONTROL
 HU1335  ______________________________________________________________________
 HU1335* NAD 83(1991) POSITION- 38 48 52.24299(N) 075 05 32.63631(W)   ADJUSTED
 HU1335* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 HU1335  ______________________________________________________________________
 HU1335  GEOID HEIGHT    -        -35.599 (meters)                     GEOID18
 HU1335  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 HU1335  HORZ ORDER      -  THIRD
 HU1335
 HU1335.The horizontal coordinates were established by classical geodetic methods
 HU1335.and adjusted by the National Geodetic Survey in January 1992.
 HU1335
 HU1335.The orthometric height was scaled from a topographic map.
 HU1335
 HU1335.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1335.GEOID18 height accuracy estimate available here.
 HU1335
 HU1335.Click photographs - Photos may exist for this station.
 HU1335
 HU1335.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1335
 HU1335. The following values were computed from the NAD 83(1991) position.
 HU1335
 HU1335;                    North         East     Units Scale Factor Converg.
 HU1335;SPC DE       -    90,463.749   228,163.230   MT  1.00000476   +0 12 11.7
 HU1335;SPC DE       -   296,796.48    748,565.53   sFT  1.00000476   +0 12 11.7
 HU1335;UTM  18      - 4,296,197.156   491,978.162   MT  0.99960079   -0 03 28.5
 HU1335
 HU1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1335!SPC DE       -   1.00000515  x   1.00000476  =   1.00000991
 HU1335!UTM  18      -   1.00000515  x   0.99960079  =   0.99960594
 HU1335
 HU1335:                Primary Azimuth Mark                     Grid Az
 HU1335:SPC DE       -  CAPE MAY STEEL STACK                     047 23 50.1
 HU1335:UTM  18      -  CAPE MAY STEEL STACK                     047 39 30.3
 HU1335
 HU1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9197896197(NAD 83)
 HU1335
 HU1335|---------------------------------------------------------------------|
 HU1335| PID    Reference Object                     Distance      Geod. Az  |
 HU1335|                                                           dddmmss.s |
 HU1335| HU1296 NEW TANK                            APPROX.22.2 KM 0330519.8 |
 HU1335| HU1289 WRECK OF CONCRETE SHIP STACK        APPROX.17.8 KM 0355335.1 |
 HU1335| HU1297 CAPE MAY FLAT TOP WATER TANK        APPROX.20.5 KM 0450303.7 |
 HU1335| HU1298 CAPE MAY STEEL STACK                APPROX.20.1 KM 0473601.8 |
 HU1335| HU1284 CAPE MAY NAVAL BASE TANK            APPROX.23.2 KM 0502405.8 |
 HU1335| HU1358 REHOBOTH BEACH STANDPIPE            APPROX.10.9 KM 1751827.7 |
 HU1335| HU1342 LEWES STANDPIPE                     APPROX. 6.3 KM 2190449.2 |
 HU1335|---------------------------------------------------------------------|
 HU1335
 HU1335                          SUPERSEDED SURVEY CONTROL
 HU1335
 HU1335  NAD 83(1986)-  38 48 52.23128(N)    075 05 32.64331(W) AD(       ) 3
 HU1335  NAD 27      -  38 48 51.82700(N)    075 05 33.97500(W) AD(       ) 3
 HU1335
 HU1335.Superseded values are not recommended for survey control.
 HU1335
 HU1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1335.See file dsdata.pdf to determine how the superseded data were derived.
 HU1335
 HU1335_MARKER: 13 = LIGHTHOUSE
 HU1335_MARK LOGO: CGS
 HU1335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1335+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1984
 HU1335
 HU1335  HISTORY     - Date     Condition        Report By
 HU1335  HISTORY     - 1927     FIRST OBSERVED   CGS
 HU1335  HISTORY     - 1927     GOOD             CGS
 HU1335  HISTORY     - 1945     GOOD             CGS
 HU1335  HISTORY     - 1961     SEE DESCRIPTION  CGS
 HU1335  HISTORY     - 1962     GOOD             CGS
 HU1335  HISTORY     - 1962     GOOD             CGS
 HU1335  HISTORY     - 1975     GOOD             NGS
 HU1335  HISTORY     - 19840101 GOOD             NOS
 HU1335  HISTORY     - 20061009 GOOD             GEOCAC
 HU1335
 HU1335                          STATION DESCRIPTION
 HU1335
 HU1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (GCM)
 HU1335'ABOUT 1-1/2 MILES N OF NAVAL RADIO COMPASS STATION ON CAPE
 HU1335'HENLOPEN POINT, AND ON THE SOUTHERN EXTREMITY OF THE
 HU1335'BREAKWATER, AT THE NORTHEASTERN ENTRANCE TO HARBOR OF REFUGE,
 HU1335'AT MOUTH OF DELAWARE BAY.  A CIRCULAR REINFORCED CONCRETE
 HU1335'LIGHTHOUSE, 72 FEET HIGH.  THE FINIAL OF THE LANTERN IS THE
 HU1335'POINT OBSERVED ON.  THIS STATION CAN BE OCCUPIED.
 HU1335'
 HU1335'HEIGHT OF SIGNAL ABOVE STATION MARK - 72 FEET.
 HU1335
 HU1335                          STATION RECOVERY (1927)
 HU1335
 HU1335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927
 HU1335'RECOVERED IN GOOD CONDITION.
 HU1335
 HU1335                          STATION RECOVERY (1945)
 HU1335
 HU1335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (TBR)
 HU1335'RECOVERED AS DESCRIBED.  THE NAVAL RADIO COMPASS STATION
 HU1335'REFERRED TO IN THE ORIGINAL DESCRIPTION HAS BEEN DISCONTINUED
 HU1335'AND DISMANTLED.
 HU1335
 HU1335                          STATION RECOVERY (1961)
 HU1335
 HU1335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CWM)
 HU1335'THE STATION WAS NOT VISITED.  AN AZIMUTH CHECK WAS OBTAINED
 HU1335'BETWEEN THIS STATION AND LEWES, PRESBYTERIAN CHURCH SPIRE,
 HU1335'1896 FROM STATION DE VRIES, 1933.
 HU1335
 HU1335                          STATION RECOVERY (1962)
 HU1335
 HU1335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKW)
 HU1335'STATION RECOVERED IN GOOD CONDITION.  ACCORDING TO LOCAL
 HU1335'COAST GUARD PERSONNEL AND THE 1961 LIGHT LIST, THE LIGHT
 HU1335'HAS NOT BEEN REBUILT SINCE 1926.
 HU1335
 HU1335                          STATION RECOVERY (1962)
 HU1335
 HU1335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1335'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 HU1335'INTERSECTING POINT WAS THE TOP CENTER.
 HU1335
 HU1335                          STATION RECOVERY (1975)
 HU1335
 HU1335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 HU1335'THIS STATION WAS NOT VISITED BY ME.  AS IT APPEARS FROM SHORE
 HU1335'IT IS IN GOOD CONDITION.
 HU1335'
 HU1335'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1335'3.9 MILES NORTHEAST OF LEWES.
 HU1335
 HU1335                          STATION RECOVERY (1984)
 HU1335
 HU1335'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984
 HU1335'THE STATION IS LOCATED ABOUT 1.5 MI N OF NAVAL RADIO COMPASS STATION
 HU1335'ON CAPE HENLOPEN POINT, AND ON THE SOUTHERN EXTREMITY OF THE
 HU1335'BREAKWATER, AT THE NE ENTRANCE TO HARBOR OF REFUGE, AT THE MOUTH OF
 HU1335'THE DELAWARE BAY.
 HU1335'TO REACH STATION PROCEED TO AREA MENTIONED ABOVE.
 HU1335'THE STATION IS THE CENTER OF A FINIAL OF THE LANTERN ATOP A CIRCULAR
 HU1335'REINFORECED CONCRETE LIGHTHOUSE ABOUT 72 FT HIGH.
 HU1335
 HU1335                          STATION RECOVERY (2006)
 HU1335
 HU1335'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU1335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3670 ***********************************************************************
 JU3670  DESIGNATION -  HARE
 JU3670  PID         -  JU3670
 JU3670  STATE/COUNTY-  DE/NEW CASTLE
 JU3670  COUNTRY     -  US
 JU3670  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3670
 JU3670                         *CURRENT SURVEY CONTROL
 JU3670  ______________________________________________________________________
 JU3670* NAD 83(1991) POSITION- 39 40 35.44470(N) 075 36 04.46428(W)   ADJUSTED
 JU3670* NAVD 88 ORTHO HEIGHT -    23.    (meters)       75.    (feet) SCALED
 JU3670  ______________________________________________________________________
 JU3670  GEOID HEIGHT    -        -33.039 (meters)                     GEOID18
 JU3670  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC18
 JU3670  HORZ ORDER      -  FIRST
 JU3670
 JU3670.The horizontal coordinates were established by classical geodetic methods
 JU3670.and adjusted by the National Geodetic Survey in January 1992.
 JU3670
 JU3670.The orthometric height was scaled from a topographic map.
 JU3670
 JU3670.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3670.GEOID18 height accuracy estimate available here.
 JU3670
 JU3670.Click photographs - Photos may exist for this station.
 JU3670
 JU3670.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3670
 JU3670. The following values were computed from the NAD 83(1991) position.
 JU3670
 JU3670;                    North         East     Units Scale Factor Converg.
 JU3670;SPC DE       -   186,129.045   184,164.516   MT  0.99999809   -0 07 04.2
 JU3670;SPC DE       -   610,658.38    604,213.08   sFT  0.99999809   -0 07 04.2
 JU3670;SPC NJ       -    94,180.369    55,526.975   MT  1.00000985   -0 42 11.3
 JU3670;SPC NJ       -   308,990.09    182,174.75   sFT  1.00000985   -0 42 11.3
 JU3670;UTM  18      - 4,392,026.997   448,436.795   MT  0.99963273   -0 23 01.9
 JU3670
 JU3670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3670!SPC DE       -   1.00000162  x   0.99999809  =   0.99999971
 JU3670!SPC NJ       -   1.00000162  x   1.00000985  =   1.00001147
 JU3670!UTM  18      -   1.00000162  x   0.99963273  =   0.99963435
 JU3670
 JU3670:                Primary Azimuth Mark                     Grid Az
 JU3670:SPC DE       -  NEW CASTLE AIRPORT AWY BCN 65            141 05 18.8
 JU3670:SPC NJ       -  NEW CASTLE AIRPORT AWY BCN 65            141 40 25.9
 JU3670:UTM  18      -  NEW CASTLE AIRPORT AWY BCN 65            141 21 16.5
 JU3670
 JU3670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4843692026(NAD 83)
 JU3670
 JU3670|---------------------------------------------------------------------|
 JU3670| PID    Reference Object                     Distance      Geod. Az  |
 JU3670|                                                           dddmmss.s |
 JU3670| CB2050 HARE RM 1                            44.943 METERS 02852     |
 JU3670| JU3678 AIRWAY BEACON 66A                   APPROX. 6.8 KM 0640947.7 |
 JU3670| JU3259 DEEPWATER POINT REAR RANGE          APPROX. 9.6 KM 0741714.4 |
 JU3670| JU1892 HARE 2 RESET                        484.547 METERS 1355250.7 |
 JU3670| JU3713 PEA PATCH IS UPPER DIKE BCN         APPROX. 4.5 KM 1405358.5 |
 JU3670| JU3720 NEW CASTLE AIRPORT AWY BCN 65       APPROX. 1.7 KM 1405814.6 |
 JU3670| JU3721 NEW CASTLE BELLANCA AIRPORT TK      APPROX. 2.2 KM 1422906.1 |
 JU3670| CB2051 HARE RM 2                            42.507 METERS 16117     |
 JU3670| JU3791 REEDY PT CANAL N BREAKWATER LT      APPROX.13.1 KM 1650536.9 |
 JU3670| JU3782 REEDY PT CANAL S BREAKWATER LT      APPROX.13.4 KM 1651225.7 |
 JU3670| JU3790 REEDY PT CANAL ENTRANCE LIGHT       APPROX.13.2 KM 1664803.0 |
 JU3670| JU3837 WASHINGTON NY AWY BCN 64            APPROX.13.7 KM 2520051.4 |
 JU3670|---------------------------------------------------------------------|
 JU3670
 JU3670                          SUPERSEDED SURVEY CONTROL
 JU3670
 JU3670  NAD 83(1986)-  39 40 35.43917(N)    075 36 04.47211(W) AD(       ) 1
 JU3670  NAD 27      -  39 40 35.03400(N)    075 36 05.74000(W) AD(       ) 1
 JU3670
 JU3670.Superseded values are not recommended for survey control.
 JU3670
 JU3670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3670.See file dsdata.pdf to determine how the superseded data were derived.
 JU3670
 JU3670_MARKER: DS = TRIANGULATION STATION DISK
 JU3670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3670_STAMPING: HARE 1933
 JU3670_MARK LOGO: CGS
 JU3670_PROJECTION: PROJECTING
 JU3670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3670+STABILITY: SURFACE MOTION
 JU3670
 JU3670  HISTORY     - Date     Condition        Report By
 JU3670  HISTORY     - 1933     MONUMENTED       CGS
 JU3670  HISTORY     - 1941     GOOD             CGS
 JU3670  HISTORY     - 1948     SEE DESCRIPTION  CGS
 JU3670
 JU3670                          STATION DESCRIPTION
 JU3670
 JU3670'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3670'THIS STATION IS ABOUT 5.5 MILES SSW OF WILMINGTON, 2.2 MILES WNW
 JU3670'OF NEW CASTLE AND ON LAND OWNED BY ROBERT CANNING.
 JU3670'
 JU3670'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU3670'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A, AND 11B.
 JU3670'
 JU3670'REFERENCE MARK NO.1 IS NE OF THE STATION AND PROJECTS 6 INCHES.
 JU3670'
 JU3670'REFERENCE MARK NO.2 IS SE OF THE STATION, 29 FEET NE OF THE
 JU3670'OAK TREE MENTIONED ABOVE AND PROJECTS 4 INCHES.
 JU3670'
 JU3670'TO REACH FROM NEW CASTLE GO W ON HIGHWAY 40 2.2 MILES TO THE
 JU3670'JUNCTION WITH HIGHWAY 13.  TURN N ON HIGHWAY 13 AND GO 0.65 MILE
 JU3670'AND TURN NW (LEFT) ON CINDER ROAD AT CROSSROADS.  THERE IS A
 JU3670'GARAGE ON LEFT OF CINDER ROAD.  PROCEED 0.3 MILE TO ROBERT
 JU3670'CANNINGS HOUSE WHICH IS A SMALL WHITE HOUSE WITH A GREEN ROOF.
 JU3670'THE MARK IS W OF THIS HOUSE, 140 FEET W OF A BARN WHICH IS JUST
 JU3670'SW OF THE HOUSE, 141 FEET NW OF A VERY LARGE LONE OAK TREE,
 JU3670'AND 30 FEET FROM A POWER POLE, THERE ARE RUINS OF AN OLD HOUSE
 JU3670'100 FEET NE OF THE STATION, A SMALL HOUSE 100 FEET S AND A
 JU3670'HEDGE 25 FEET W.  MARK PROJECTS 3 INCHES.
 JU3670'
 JU3670'A 90-FOOT TOWER WAS ERECTED.
 JU3670
 JU3670                          STATION RECOVERY (1941)
 JU3670
 JU3670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (LGS)
 JU3670'FOUND AS DESCRIBED IN GOOD CONDITION.
 JU3670'
 JU3670'NOTE--NEW CASTLE COUNTY IS BUILDING A NEW AIRFIELD OVER THIS
 JU3670'STATION AND THE STATION WILL MORE THAN LIKELY BE LOST.  (SEE
 JU3670'DESCRIPTION OF HARE 2 SET TO REPLACE HARE.) THE MARKS WERE LEFT
 JU3670'INTACT ON THE CHANCE THAT THE STATION WOULD NOT BE DESTROYED.
 JU3670
 JU3670                          STATION RECOVERY (1948)
 JU3670
 JU3670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (BK)
 JU3670'THIS STATION WAS DESTROYED WHEN THE AREA WAS GRADED TO BUILD THE
 JU3670'RUNWAYS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1891 ***********************************************************************
 JU1891  DESIGNATION -  HARE 2 AZ MK RESET
 JU1891  PID         -  JU1891
 JU1891  STATE/COUNTY-  DE/NEW CASTLE
 JU1891  COUNTRY     -  US
 JU1891  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1891
 JU1891                         *CURRENT SURVEY CONTROL
 JU1891  ______________________________________________________________________
 JU1891* NAD 83(1986) POSITION- 39 40 45.     (N) 075 35 30.     (W)   SCALED
 JU1891* NAVD 88 ORTHO HEIGHT -    23.197 (meters)       76.11  (feet) ADJUSTED
 JU1891  ______________________________________________________________________
 JU1891  GEOID HEIGHT    -        -33.042 (meters)                     GEOID18
 JU1891  DYNAMIC HEIGHT  -         23.186 (meters)       76.07  (feet) COMP
 JU1891  MODELED GRAVITY -    980,164.5   (mgal)                       NAVD 88
 JU1891
 JU1891  VERT ORDER      -  FIRST     CLASS I
 JU1891
 JU1891.The horizontal coordinates were scaled from a map and have
 JU1891.an estimated accuracy of +/- 6 seconds.
 JU1891
 JU1891.The orthometric height was determined by differential leveling and
 JU1891.adjusted by the NATIONAL GEODETIC SURVEY
 JU1891.in June 1991.
 JU1891
 JU1891.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1891.GEOID18 height accuracy estimate available here.
 JU1891
 JU1891.Click photographs - Photos may exist for this station.
 JU1891
 JU1891.The dynamic height is computed by dividing the NAVD 88
 JU1891.geopotential number by the normal gravity value computed on the
 JU1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1891.degrees latitude (g = 980.6199 gals.).
 JU1891
 JU1891.The modeled gravity was interpolated from observed gravity values.
 JU1891
 JU1891;                    North         East    Units  Estimated Accuracy
 JU1891;SPC DE       -   186,420.      184,990.      MT  (+/- 180 meters Scaled)
 JU1891
 JU1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ492923(NAD 83)
 JU1891
 JU1891                          SUPERSEDED SURVEY CONTROL
 JU1891
 JU1891  NGVD 29 (11/26/84)   23.448  (m)           76.93   (f) ADJUSTED    1 1
 JU1891
 JU1891.Superseded values are not recommended for survey control.
 JU1891
 JU1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1891.See file dsdata.pdf to determine how the superseded data were derived.
 JU1891
 JU1891_MARKER: DZ = AZIMUTH MARK DISK
 JU1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1891_STAMPING: HARE 2 RESET 1941 1956 1958
 JU1891_MARK LOGO: CGS
 JU1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1891+STABILITY: SURFACE MOTION
 JU1891
 JU1891  HISTORY     - Date     Condition        Report By
 JU1891  HISTORY     - 1958     MONUMENTED       CGS
 JU1891  HISTORY     - 1964     GOOD             CGS
 JU1891  HISTORY     - 1974     GOOD             NGS
 JU1891
 JU1891                          STATION DESCRIPTION
 JU1891
 JU1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1891'AT WILMINGTON.
 JU1891'AT WILMINGTON, NEAR THE WILMINGTON MUNICIPAL AIRPORT, ABOUT 0.1
 JU1891'MILE SOUTHWEST ALONG U.S. HIGHWAYS 13 AND 40 FROM THE STATE
 JU1891'HIGHWAY 41 OVERPASS, AT THE JUNCTION OF A ROAD LEADING NORTH TO
 JU1891'STATE HIGHWAY 41, 3.4 FEET WEST OF THE WEST CURB OF THE ROAD
 JU1891'NORTH, 27 1/2 FEET WEST OF THE WEST EDGE OF THE CONCRETE BASE OF
 JU1891'LIGHT POLE NO. W-34, AT THE SOUTH END OF A ROW OF GUARDRAIL
 JU1891'POSTS, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST AND
 JU1891'SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 JU1891
 JU1891                          STATION RECOVERY (1974)
 JU1891
 JU1891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JU1891'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1892 ***********************************************************************
 JU1892  DESIGNATION -  HARE 2 RESET
 JU1892  PID         -  JU1892
 JU1892  STATE/COUNTY-  DE/NEW CASTLE
 JU1892  COUNTRY     -  US
 JU1892  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1892
 JU1892                         *CURRENT SURVEY CONTROL
 JU1892  ______________________________________________________________________
 JU1892* NAD 83(1991) POSITION- 39 40 24.16563(N) 075 35 50.31090(W)   ADJUSTED
 JU1892* NAD 83(1991) ELLIP HT-   -11.300 (meters)        (09/01/99)   ADJUSTED
 JU1892* NAVD 88 ORTHO HEIGHT -    21.616 (meters)       70.92  (feet) ADJUSTED
 JU1892  ______________________________________________________________________
 JU1892  GEOID HEIGHT    -        -33.051 (meters)                     GEOID18
 JU1892  NAD 83(1991) X  -  1,222,765.842 (meters)                     COMP
 JU1892  NAD 83(1991) Y  - -4,761,429.976 (meters)                     COMP
 JU1892  NAD 83(1991) Z  -  4,050,131.326 (meters)                     COMP
 JU1892  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC18
 JU1892  DYNAMIC HEIGHT  -         21.606 (meters)       70.89  (feet) COMP
 JU1892  MODELED GRAVITY -    980,163.2   (mgal)                       NAVD 88
 JU1892
 JU1892  HORZ ORDER      -  SECOND
 JU1892  VERT ORDER      -  FIRST     CLASS I
 JU1892  ELLP ORDER      -  FOURTH    CLASS I
 JU1892
 JU1892.This mark is at New Castle County Airport (ILG)
 JU1892
 JU1892.The horizontal coordinates were established by classical geodetic methods
 JU1892.and adjusted by the National Geodetic Survey in January 1992.
 JU1892
 JU1892.The orthometric height was determined by differential leveling and
 JU1892.adjusted by the NATIONAL GEODETIC SURVEY
 JU1892.in June 1991.
 JU1892
 JU1892.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1892.GEOID18 height accuracy estimate available here.
 JU1892
 JU1892.Click photographs - Photos may exist for this station.
 JU1892
 JU1892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1892
 JU1892.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1892
 JU1892.The ellipsoidal height was determined by GPS observations
 JU1892.and is referenced to NAD 83.
 JU1892
 JU1892.The dynamic height is computed by dividing the NAVD 88
 JU1892.geopotential number by the normal gravity value computed on the
 JU1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1892.degrees latitude (g = 980.6199 gals.).
 JU1892
 JU1892.The modeled gravity was interpolated from observed gravity values.
 JU1892
 JU1892. The following values were computed from the NAD 83(1991) position.
 JU1892
 JU1892;                    North         East     Units Scale Factor Converg.
 JU1892;SPC DE       -   185,780.500   184,501.119   MT  0.99999796   -0 06 55.2
 JU1892;SPC DE       -   609,514.86    605,317.42   sFT  0.99999796   -0 06 55.2
 JU1892;SPC NJ       -    93,828.399    55,860.004   MT  1.00000908   -0 42 02.1
 JU1892;SPC NJ       -   307,835.34    183,267.36   sFT  1.00000908   -0 42 02.1
 JU1892;UTM  18      - 4,391,677.021   448,771.654   MT  0.99963231   -0 22 52.8
 JU1892
 JU1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1892!SPC DE       -   1.00000177  x   0.99999796  =   0.99999973
 JU1892!SPC NJ       -   1.00000177  x   1.00000908  =   1.00001085
 JU1892!UTM  18      -   1.00000177  x   0.99963231  =   0.99963408
 JU1892
 JU1892:                Primary Azimuth Mark                     Grid Az
 JU1892:SPC DE       -  HARE 2 AZ MK RESET                       034 10 45.9
 JU1892:SPC NJ       -  HARE 2 AZ MK RESET                       034 45 52.8
 JU1892:UTM  18      -  HARE 2 AZ MK RESET                       034 26 43.5
 JU1892
 JU1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4877191677(NAD 83)
 JU1892
 JU1892|---------------------------------------------------------------------|
 JU1892| PID    Reference Object                     Distance      Geod. Az  |
 JU1892|                                                           dddmmss.s |
 JU1892| JU3714 WILMINGTON ST HOSP SILVER TANK      APPROX. 3.8 KM 0291402.9 |
 JU1892| JU3710 WILMINGTON RADIO STA WTUX MAST      APPROX. 5.8 KM 0312027.0 |
 JU1892| JU3718 WILMINGTON ARTESIAN CHECK TANK      APPROX. 4.4 KM 0322426.1 |
 JU1892| JU1891 HARE 2 AZ MK RESET                                 0340350.7 |
 JU1892| JU3737 WILMINGTON ATLAS POWDER N TANK      APPROX. 5.3 KM 0650229.6 |
 JU1892| CB2052 HARE 2 RM 3                          22.531 METERS 11011     |
 JU1892| JU3721 NEW CASTLE BELLANCA AIRPORT TK      APPROX. 1.7 KM 1442138.8 |
 JU1892| CB2053 HARE 2 RM 4                          27.969 METERS 21255     |
 JU1892| CB2054 HARE 2 RM 5 CROSSCUT                 22.778 METERS 21538     |
 JU1892| JU1894 HARE 2 RM 7                          25.240 METERS 22516     |
 JU1892| JU1893 HARE 2 RM 6                          41.059 METERS 30644     |
 JU1892| JU3670 HARE                                484.547 METERS 3155259.8 |
 JU1892| JU3675 AIRPORT BCN CO APT WILMINGTON       179.902 METERS 33755     |
 JU1892|---------------------------------------------------------------------|
 JU1892
 JU1892                          SUPERSEDED SURVEY CONTROL
 JU1892
 JU1892  ELLIP H (05/14/99)  -11.279  (m)                       GP(       ) 4 1
 JU1892  NAD 83(1986)-  39 40 24.15928(N)    075 35 50.31871(W) AD(       ) 2
 JU1892  NAD 27      -  39 40 23.75800(N)    075 35 51.59100(W) AD(       ) 2
 JU1892  NGVD 29 (01/10/92)   21.868  (m)           71.75   (f) ADJUSTED    1 1
 JU1892  NGVD 29              21.87   (m)           71.8    (f) LEVELING    3  
 JU1892  NGVD 29 (??/??/87)   21.868  (m)           71.75   (f) SUPERSEDED  1 1
 JU1892
 JU1892.Superseded values are not recommended for survey control.
 JU1892
 JU1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1892.See file dsdata.pdf to determine how the superseded data were derived.
 JU1892
 JU1892_MARKER: DS = TRIANGULATION STATION DISK
 JU1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1892_STAMPING: HARE 2 1941 1956 1958
 JU1892_MARK LOGO: CGS
 JU1892_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1892+STABILITY: SURFACE MOTION
 JU1892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1892+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2014
 JU1892
 JU1892  HISTORY     - Date     Condition        Report By
 JU1892  HISTORY     - 1958     MONUMENTED       CGS
 JU1892  HISTORY     - 1963     GOOD             CGS
 JU1892  HISTORY     - 1964     GOOD             CGS
 JU1892  HISTORY     - 1964     GOOD             CGS
 JU1892  HISTORY     - 1965     GOOD             CGS
 JU1892  HISTORY     - 1974     GOOD             NGS
 JU1892  HISTORY     - 1974     GOOD             NGS
 JU1892  HISTORY     - 1976     GOOD             LOCENG
 JU1892  HISTORY     - 1979     GOOD             NGS
 JU1892  HISTORY     - 1980     GOOD             LOCSUR
 JU1892  HISTORY     - 1981     GOOD             NGS
 JU1892  HISTORY     - 1986     GOOD             GEOHYD
 JU1892  HISTORY     - 1988     GOOD             NGS
 JU1892  HISTORY     - 19880915 GOOD             NGS
 JU1892  HISTORY     - 19890821 GOOD             TWT
 JU1892  HISTORY     - 20020408 GOOD             WR
 JU1892  HISTORY     - 20060110 GOOD             INDIV
 JU1892  HISTORY     - 20080729 GOOD             UE
 JU1892  HISTORY     - 20100105 GOOD             JMTMD
 JU1892  HISTORY     - 20120306 POOR             JMTMD
 JU1892  HISTORY     - 20130508 POOR             INDIV
 JU1892  HISTORY     - 20130711 GOOD             DELCOS
 JU1892  HISTORY     - 20140826 GOOD             JMTMD
 JU1892
 JU1892                          STATION DESCRIPTION
 JU1892
 JU1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 JU1892'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN POOR
 JU1892'CONDITION.  THE SURFACE MARK WAS FOUND TO BE LOOSE.  IT WAS REMOVED
 JU1892'AND A NEW MARK WAS RESET, HOLDING THE EXACT POSITION OVER THE
 JU1892'UNDERGROUND MARK.  REFERENCE MARKS 3 AND 4 WERE NOT RECOVERED,
 JU1892'APPARENTLY THEY HAVE BEEN DESTROYED.  REFERENCE MARKS 6 AND 7
 JU1892'WERE ESTABLISHED AT THIS DATE.  AN AZIMUTH MARK WAS ESTABLISHED
 JU1892'AT THIS DATE.  A COMPLETE DESCRIPTION FOLLOWS--
 JU1892'
 JU1892'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF THE POST OFFICE
 JU1892'IN WILMINGTON, IN FRONT OF THE ADMINISTRATION BUILDING OF THE NEW
 JU1892'CASTLE COUNTY-WILMINGTON AIRPORT, IN THE SOUTHWEST PART OF THE
 JU1892'LARGE GRASSY AREA IN FRONT OF THE AIRPORT BUILDING AND ABOUT
 JU1892'OPPOSITE THE MOTEL EL RANCHO.  THE MARK IS 77 FEET NORTHEAST OF
 JU1892'THE CENTER OF THE TRIANGULAR INTERSECTION OF THE DRIVE INTO THE
 JU1892'AIRPORT, 44 FEET EAST OF A STORM SEWER AND 40 FEET NORTH OF THE
 JU1892'CENTER WEST-BOUND TRAFFIC LANES OF U.S. HIGHWAY 13 AND
 JU1892'U.S. HIGHWAY 40.
 JU1892'
 JU1892'TO REACH THE AZIMUTH MARK FROM THE STATION.  GO NORTHEAST ON
 JU1892'U.S. HIGHWAY 13 AND U.S. HIGHWAY 40 FOR 0.5 MILE TO THE
 JU1892'OVERPASS.  TURN SHARP LEFT BACK ONTO U.S. HIGHWAY 13 AND
 JU1892'U.S. HIGHWAY 40 AND GO SOUTHWEST FOR 0.1 MILE TO A LARGE GRASSY
 JU1892'TRIANGULAR ROAD INTERSECTION, JUST ACROSS FROM THE PETER PAN
 JU1892'DINER AND THE AZIMUTH MARK AS DESCRIBED.
 JU1892'
 JU1892'THE STATION MARK, A STANDARD DISK STAMPED HARE 2 1941 1956 1958,
 JU1892'IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 JU1892'WITH THE SURFACE OF THE GROUND, AS DESCRIBED IN NOTES 1A, 7A.
 JU1892'
 JU1892'REFERENCE MARK NUMBER 6, A STANDARD DISK STAMPED HARE NO 6 1941,
 JU1892'IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 JU1892'WITH THE SURFACE OF THE GROUND.  IT IS 28 FEET NORTH OF A SPEED
 JU1892'LIMIT SIGN, 13 FEET EAST OF THE CENTER OF A PAVED STREET AND 1
 JU1892'FOOT EAST OF THE STREET CURBING, AS DESCRIBED IN NOTE 11A.
 JU1892'
 JU1892'REFERENCE MARK NUMBER 7, A STANDARD DISK STAMPED HARE 2 1941, IS
 JU1892'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 JU1892'THE SURFACE OF THE GROUND.  IT IS 55 FEET NORTH OF THE CENTER OF
 JU1892'THE WEST BOUND TRAFFIC LANE OF U.S. HIGHWAY 13 AND U.S. HIGHWAY
 JU1892'40, 26 FEET WEST-NORTHWEST OF THE CENTER OF THE TRIANGULAR
 JU1892'INTERSECTION OF THE DRIVE INTO THE AIRPORT AND 21 FEET NORTH OF
 JU1892'THE NORTH SIDE OF THE PAVEMENT OF THE HIGHWAY, AS DESCRIBED IN
 JU1892'NOTE 11A.
 JU1892'
 JU1892'THE AZIMUTH MARK, A STANDARD DISK STAMPED HARE 2 1941 1956 1958
 JU1892'RESET, IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 JU1892'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 150 FEET
 JU1892'WEST-SOUTHWEST OF THE PETER PAN DINER, 29 FEET WEST OF LIGHT POLE
 JU1892'NUMBER W34, 16 FEET WEST OF THE CENTER OF A PAVED ROAD, 1 FOOT
 JU1892'WEST OF A GUARD RAIL POST AND 1 FOOT WEST OF A WHITE WITNESS
 JU1892'POST, AS DESCRIBED IN NOTE 16A.
 JU1892
 JU1892                          STATION RECOVERY (1963)
 JU1892
 JU1892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (MJT)
 JU1892'THE STATION MARK, REFERENCE MARKS NOS. 6 AND 7, AND THE AZIMUTH
 JU1892'MARK WERE RECOVERED IN GOOD CONDITION.
 JU1892'
 JU1892'SEVERAL DISCREPANCIES WERE FOUND IN THE PUBLISHED RECOVERY NOTE
 JU1892'OF 1958 AND ALSO BECAUSE OF CULTURAL CHANGES NEW DESCRIPTIONS
 JU1892'FOR REFERENCE MARKS NOS. 6 AND 7 AND THE AZIMUTH MARK FOLLOWS--
 JU1892'
 JU1892'REFERENCE MARK NO. 6, A STANDARD DISK STAMPED HARE 2 1941, IS
 JU1892'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT ABOUT 1 INCH BELOW
 JU1892'THE SURFACE OF THE GROUND.  IT IS 55 FEET NORTHWEST OF THE CENTER
 JU1892'OF THE WESTBOUND LANE OF U.S. HIGHWAY 13 AND U.S. HIGHWAY 40, 14.0
 JU1892'FEET NORTHEAST OF A FIRE HYDRANT ON THE NORTHWEST CORNER OF
 JU1892'INTERSECTION OF U.S. HIGHWAYS NO. 13 AND 40 AND ROAD LEADING TO
 JU1892'SKYWAYS MOTEL AND WEST ENTRANCE TO TERMINAL BUILDING OF NEW
 JU1892'CASTLE COUNTY AIRPORT, AND 19.9 FEET SOUTH OF SW CORNER OF STORM
 JU1892'DRAIN COVER ON WEST EDGE OF ROAD TO TERMINAL BUILDING.
 JU1892'
 JU1892'REFERENCE MARK NO. 7, A STANDARD DISK STAMPED HARE 2 NO 7 1941,
 JU1892'IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 JU1892'WITH THE SURFACE OF THE GROUND.  IT IS 77.3 FEET EAST-SOUTHEAST
 JU1892'OF THE NORTHEAST CORNER OF WESTERLY BRICK SKYWAYS MOTEL, 13.0
 JU1892'FEET EAST OF THE CENTER OF ROAD TO TERMINAL BUILDING, AND ONE
 JU1892'FOOT EAST OF ROAD CURBING.
 JU1892'
 JU1892'THE AZIMUTH MARK, A STANDARD DISK STAMPED HARE 2 1941 1956 1958
 JU1892'RESET, IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 JU1892'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 150 FEET
 JU1892'WEST-SOUTHWEST OF THE SHERWOOD DINER (FORMERLY PETER PAN DINER),
 JU1892'29.0 FEET WEST OF ALUMINUM LIGHT POLE NUMBER W34, 16.0 FEET WEST
 JU1892'OF THE CENTER OF A CONCRETE PAVED ROAD, 1.0 FOOT WEST OF THE
 JU1892'SOUTH END POST OF GUARD RAIL, AND ONE FOOT WEST OF WHITE WOOD
 JU1892'WITNESS POST.
 JU1892
 JU1892                          STATION RECOVERY (1964)
 JU1892
 JU1892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 JU1892'THE STATION, RM 6, RM 7 AND THE AZIMUTH MARK WERE ALL RECOVERED
 JU1892'AND IN GOOD CONDITION.  THE STATION IN THE SOUTH ANGLE OF A
 JU1892'TRIANGLE FORMED BY ROADS LEADING TO THE ADMINISTRATION BUILDING
 JU1892'OF THE WILMINGTON MUNICIPAL AIRPORT, 21 FEET NORTHWEST OF THE
 JU1892'NORTHWEST EDGE OF THE SOUTHWEST BOUND LANE OF HIGHWAY U.S. 13
 JU1892'AND 40, 63 FEET NORTHEAST OF THE CENTER LINE OF DRIVEWAY, 43
 JU1892'FEET EAST OF THE EAST CORNER OF A 3 1/2-BY-1 1/2-FOOT CATCH
 JU1892'BASIN, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND
 JU1892'AND STAMPED HARE 2 1941 1956 1958.
 JU1892'
 JU1892'REFERENCE MARK NO. 6 IS 82.8 FEET SOUTHWEST OF THE STATION, 35
 JU1892'1/2 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE SOUTHWEST BOUND
 JU1892'LANE OF THE HIGHWAYS, 19-1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 JU1892'DRIVEWAY, 1 FOOT WEST OF A CURVED CURBING OF AIRPORT DRIVE, SET
 JU1892'IN THE TOP OF A CONCRETE POST 3 INCHES UNDERGROUND.  THE DISK IS
 JU1892'STAMPED HARE 2 NO 6 1941.
 JU1892'
 JU1892'REFERENCE MARK NO. 7 IS 134.7 FEET NORTHWEST OF THE STATION, 13
 JU1892'1/2 FEET EAST OF CENTER LINE OF DRIVEWAY, 1-1/2 FEET EAST OF A
 JU1892'CURB, 77-1/2 FEET EAST OF AND ACROSS DRIVEWAY FROM THE EAST
 JU1892'CORNER OF MOTEL ROOM NO. 71, SET IN THE TOP OF A CONCRETE POST 2
 JU1892'INCHES UNDERGROUND.  THE DISK IS STAMPED HARE 2 NO 7 1947.
 JU1892'
 JU1892'THE AZIMUTH MARK IS LOCATED ABOUT 0.5 MILE NORTHEAST OF THE
 JU1892'STATION, ABOUT 0.1 MILE SOUTHWEST ALONG U.S. HIGHWAY 40 AND 13
 JU1892'FROM THE STATE HIGHWAY 41 OVERPASS, AT THE JUNCTION OF A ROAD
 JU1892'LEADING NORTH, 3.4 FEET WEST OF THE WEST CURB OF ROAD LEADING
 JU1892'NORTH, 27-1/2 FEET WEST OF THE WEST EDGE OF CONCRETE BASE FOR
 JU1892'LIGHT POLE NO. W 34, AT THE SOUTH END OF A ROW OF GUARDRAIL
 JU1892'POST, 1-1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, SET
 JU1892'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  THE DISK
 JU1892'IS STAMPED HARE 2 RESET 1941 1956 1958.
 JU1892
 JU1892                          STATION RECOVERY (1964)
 JU1892
 JU1892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU1892'AT WILMINGTON.
 JU1892'AT WILMINGTON, AT THE WILMINGTON MUNICIPAL AIRPORT, NEAR THE
 JU1892'SOUTH ANGLE OF A TRIANGLE FORMED BY ROADS LEADING TO THE
 JU1892'ADMINISTRATION BUILDING, 21 FEET NORTHWEST OF THE NORTHWEST EDGE
 JU1892'OF THE SOUTHWEST LANE OF U.S. HIGHWAYS 13 AND 40, 63 FEET
 JU1892'NORTHEAST OF THE CENTER LINE OF THE AIRPORT DRIVE, 43 FEET EAST
 JU1892'OF THE EAST CORNER OF A 3 1/2-BY-1 1/2 FOOT CATCH BASIN AND SET
 JU1892'IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 JU1892
 JU1892                          STATION RECOVERY (1965)
 JU1892
 JU1892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 JU1892'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 6 AND 7 WERE
 JU1892'RECOVERED IN GOOD CONDITION.
 JU1892'
 JU1892'THE 1958 RECOVERY NOTE BY J. E. GUTH DOES NOT ADEQUATELY
 JU1892'DESCRIBE THE STATION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 JU1892'
 JU1892'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF THE POST
 JU1892'OFFICE IN WILMINGTON, NEAR THE SOUTHWEST CORNER OF A GRASSY PARK
 JU1892'IN FRONT OF THE GREATER WILMINGTON AIRPORT AND ACROSS U.S. HIGHWAYS
 JU1892'40 AND 13 FROM THE MOTEL EL RANCHO.  IT IS 63 FEET NORTHEAST OF
 JU1892'THE APPROXIMATE CENTERLINE OF THE SOUTH ENTRANCE TO THE AIRPORT,
 JU1892'43 FEET EAST OF THE SOUTHEAST CORNER OF A 2 X 4-FT. STORM DRAIN
 JU1892'COVER AND 40-1/2 FEET NORTHWEST OF THE APPROXIMATE CENTERLINE
 JU1892'OF THE SOUTHWEST BOUND LANE OF U.S. HIGHWAYS 40 AND 13.  THE
 JU1892'MONUMENT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 JU1892'HARE 2 1941 1956 1958.  (NOTE 1A, 7A)
 JU1892'
 JU1892'REFERENCE MARK NO. 6 IS 53-1/2 FEET NORTHWEST OF THE APPROXIMATE
 JU1892'CENTERLINE OF THE SOUTHWEST BOUND LANE OF THE HIGHWAY, 14 FEET
 JU1892'NORTHEAST OF A FIRE HYDRANT AND 1 FOOT WEST-SOUTHWEST OF THE
 JU1892'CURB ALONG THE SOUTHWEST SIDE OF THE SOUTHWEST ENTRANCE TO THE
 JU1892'AIRPORT.  THE MONUMENT IS FLUSH WITH THE GROUND AND THE DISK IS
 JU1892'STAMPED HARE 2 NO. 6 1941.  (NOTE 11A)
 JU1892'
 JU1892'REFERENCE MARK NO. 7 IS 174 FEET NORTHWEST OF THE SOUTHWEST
 JU1892'BOUND TRAFFIC LANE OF THE HIGHWAY, 90 FEET EAST-SOUTHEAST OF THE
 JU1892'SOUTHWEST CORNER OF A BRICK MOTEL BUILDING, 77-1/2 FEET
 JU1892'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE MOTEL BUILDING AND 1
 JU1892'FOOT EAST OF THE EAST CURB OF THE AIRPORT DRIVEWAY.  THE MONUMENT
 JU1892'IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED HARE 2 NO. 7
 JU1892'1941.  (NOTE 11A)
 JU1892'
 JU1892'THE AZIMUTH MARK IS 0.5 MILE NORTHEAST OF THE STATION, ON THE
 JU1892'SOUTHWEST SIDE OF THE EXIT RAMP OF STATE HIGHWAYS 41 AND 141,
 JU1892'112 FEET NORTH OF ITS ENTRY POINT ON U.S. HIGHWAYS 40 AND 13.  IT
 JU1892'IS 3 FEET WEST OF THE CURB OF THE EXIT RAMP, 150 FEET SOUTHWEST
 JU1892'OF THE SHERWOOD DINER AND 1 FOOT WEST OF THE END POST OF A GUARD
 JU1892'RAIL.  THE MONUMENT IS FLUSH WITH THE GROUND AND THE DISK IS
 JU1892'STAMPED HARE 2 1941 1956 RESET 1958.  (NOTE 16A)
 JU1892'
 JU1892'THE DISTANCE AND DIRECTION FOR REFERENCE MARK NO. 6 AS GIVEN
 JU1892'IN THE 1958 RECOVERY NOTE FITS REFERENCE MARK NO. 7 AND VICE VERSA.
 JU1892
 JU1892                          STATION RECOVERY (1974)
 JU1892
 JU1892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVT)
 JU1892'STATION MARK, REFERENCE MARKS 6 AND 7 AND THE AZIMUTH MARK WERE
 JU1892'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JU1892
 JU1892                          STATION RECOVERY (1974)
 JU1892
 JU1892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JU1892'RECOVERED IN GOOD CONDITION.
 JU1892
 JU1892                          STATION RECOVERY (1976)
 JU1892
 JU1892'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 JU1892'RECOVERED BY CAMPAGNA ASSOC., INC.
 JU1892'THE STATION MARK, RM 6 AND RM 7 WERE FOUND IN GOOD CONDITION AS
 JU1892'DESCRIBED.  RM 6 IS 14.4 FEET NNE OF FIRE HYDRANT.
 JU1892
 JU1892                          STATION RECOVERY (1979)
 JU1892
 JU1892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1892'RECOVERED IN GOOD CONDITION.
 JU1892
 JU1892                          STATION RECOVERY (1980)
 JU1892
 JU1892'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 JU1892'RECOVERED IN GOOD CONDITION.
 JU1892
 JU1892                          STATION RECOVERY (1981)
 JU1892
 JU1892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DRM)
 JU1892'STATION, RMS 6 AND 7 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JU1892'AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS TIME.
 JU1892'
 JU1892'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES WNW OF
 JU1892'NEW CASTLE.
 JU1892
 JU1892                          STATION RECOVERY (1986)
 JU1892
 JU1892'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1986 (JDR)
 JU1892'RECOVERED IN GOOD CONDITION.
 JU1892
 JU1892                          STATION RECOVERY (1988)
 JU1892
 JU1892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 JU1892'THE STATION WAS RECOVERED AT THIS DATE.  STATION RECOVERED IN GOOD
 JU1892'CONDITION, A COMPLETE DESCRIPTION FOLLOWS.
 JU1892'
 JU1892'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) SOUTHWEST OF THE POST
 JU1892'OFFICE IN WILMINGTON, 3.2 KM (2.0 MI) WEST-NORTHWEST OF NEW CASTLE,
 JU1892'3.0 KM (1.9 MI) SOUTHWEST OF FARNHURST, IN THE SOUTHWEST CORNER OF A
 JU1892'GRASSY PARK IN FRONT OF THE WILMINGON AIRPORT, ANC ACROSS U.S.
 JU1892'HIGHWAYS 13 AND 40 FROM THE CROWN MOTEL.  OWNERSHIP--DELAWARE
 JU1892'DEPARTMENT OF HIGHWAYS AND TRANSPORTATION RIGHT-OF-WAY.
 JU1892'
 JU1892'TO REACH THE STATION FROM THE OVERPASS BRIDGE OF INTERSTATE HIGHWAY
 JU1892'295 OVER U.S.HIGHWAY 13 AT FARNHURST, GO SOUTHWEST FOR 3.0 KM (1.9 MI)
 JU1892'ON HIGHWAYS 13 AND 40 TO THE STATION ON THE RIGHT, JUST BEFORE
 JU1892'REACHING THE SOUTH ACCESS ROAD LEADING TO THE SKYWAYS MOTEL AND THE
 JU1892'GREATER WILMINGTON AIRPORT.
 JU1892'
 JU1892'THE STATION IS A STANDARD CGS DISK STAMPED
 JU1892'---HARE 2 1941 1956 1958---, SET INTO THE TOP OF A SQUARE CONCRETE
 JU1892'MONUMENT 30 CM ON SIDE RECESSED 5 CM BELOW GROUND.  LOCATED 18.9
 JU1892'METERS (62.0 FT) NORTHEAST FROM THE CENTER OF THE ACCESS ROAD, 13.1
 JU1892'METERS (43.0 FT) EAST FROM THE SOUTHEAST CORNER OF A 60-CM BY 120-CM
 JU1892'STORM DRAIN COVER, 6.6 METERS (21.7 FT) EAST-SOUTHEAST FROM A METAL
 JU1892'POLE SUPPORTING THE TRAFFIC LIGHTS, 3.5 METERS (11.5 FT) NORTHWEST
 JU1892'FROM THE PAVED SHOULDER EDGE OF THE SOUTHWEST BOUND HIGHWAY LANES, AND
 JU1892'0.5 METERS (1.7 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 JU1892'
 JU1892'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 JU1892
 JU1892                          STATION RECOVERY (1988)
 JU1892
 JU1892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JU1892'RECOVERED IN GOOD CONDITION.
 JU1892
 JU1892                          STATION RECOVERY (1989)
 JU1892
 JU1892'RECOVERY NOTE BY TWT CONS ENG 1989
 JU1892'RECOVERED IN GOOD CONDITION.
 JU1892
 JU1892                          STATION RECOVERY (2002)
 JU1892
 JU1892'RECOVERY NOTE BY WHITMAN, REQUARDT & ASSOCIATES 2002 (JF)
 JU1892'RECOVERED IN GOOD CONDITION.
 JU1892
 JU1892                          STATION RECOVERY (2006)
 JU1892
 JU1892'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JFP)
 JU1892'RECOVERED IN GOOD CONDITION.
 JU1892
 JU1892                          STATION RECOVERY (2008)
 JU1892
 JU1892'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 JU1892'THERE IS NO CURB WHERE RM 3 AND RM 4 ARE SUPPOSED TO BE LOCATED. IT IS
 JU1892'NOW CONCRETE SIDEWALK ABUTTING BITUMINOUS DRIVEWAY. RM 6 AND RM 5
 JU1892'CROSSCUT FALL WITHIN WHAT IS NOW THE EXIT LANES FROM THE AIRPORT
 JU1892'PARKING LOT.
 JU1892'
 JU1892'ALSO FOUND JU1894 (HARE 2 RM 7). CONCRETE SIDEWALK WAS CONSTRUCTED
 JU1892'AROUND RM7 FLUSH WITH THE MONUMENT SO AS TO PRESERVE IT. RM 7 APPEARS
 JU1892'AS IF IT WAS ORIGINALLY STAMPED RM 3, BUT WITH A 7 STAMPED TWICE MORE
 JU1892'HEAVILY TO OBSCURE THE 3.
 JU1892
 JU1892                          STATION RECOVERY (2010)
 JU1892
 JU1892'RECOVERY NOTE BY JMT ENGINEERING 2010 (CJH)
 JU1892'RECOVERED IN GOOD CONDITION.
 JU1892
 JU1892                          STATION RECOVERY (2012)
 JU1892
 JU1892'RECOVERY NOTE BY JMT ENGINEERING 2012 (CJH)
 JU1892'USED FOR STATIC GPS (BAD NORTHING)
 JU1892'OPUS CHECK N+0.15M, E-0.00M, Z+0.00M
 JU1892
 JU1892                          STATION RECOVERY (2013)
 JU1892
 JU1892'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013
 JU1892'MARK FOUND, COORDINATES FOUND TO BE IN ERROR.  DO NOT USE FOR STATIC.
 JU1892
 JU1892                          STATION RECOVERY (2013)
 JU1892
 JU1892'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1892'RECOVERED IN GOOD CONDITION.
 JU1892
 JU1892                          STATION RECOVERY (2014)
 JU1892
 JU1892'RECOVERY NOTE BY JMT ENGINEERING 2014 (EAS)
 JU1892'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1893 ***********************************************************************
 JU1893  DESIGNATION -  HARE 2 RM 6
 JU1893  PID         -  JU1893
 JU1893  STATE/COUNTY-  DE/NEW CASTLE
 JU1893  COUNTRY     -  US
 JU1893  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1893
 JU1893                         *CURRENT SURVEY CONTROL
 JU1893  ______________________________________________________________________
 JU1893* NAD 83(1986) POSITION- 39 40 24.96   (N) 075 35 51.69   (W)   HD_HELD1
 JU1893* NAVD 88 ORTHO HEIGHT -    21.532 (meters)       70.64  (feet) ADJUSTED
 JU1893  ______________________________________________________________________
 JU1893  GEOID HEIGHT    -        -33.050 (meters)                     GEOID18
 JU1893  DYNAMIC HEIGHT  -         21.522 (meters)       70.61  (feet) COMP
 JU1893  MODELED GRAVITY -    980,163.3   (mgal)                       NAVD 88
 JU1893
 JU1893  VERT ORDER      -  FIRST     CLASS I
 JU1893
 JU1893.This mark is at New Castle County Airport (ILG)
 JU1893
 JU1893.The horizontal coordinates were determined by differentially corrected
 JU1893.hand held GPS observations or other comparable positioning techniques
 JU1893.and have an estimated accuracy of +/- 3 meters.
 JU1893
 JU1893.The orthometric height was determined by differential leveling and
 JU1893.adjusted by the NATIONAL GEODETIC SURVEY
 JU1893.in June 1991.
 JU1893
 JU1893.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1893.GEOID18 height accuracy estimate available here.
 JU1893
 JU1893.Click photographs - Photos may exist for this station.
 JU1893
 JU1893.The dynamic height is computed by dividing the NAVD 88
 JU1893.geopotential number by the normal gravity value computed on the
 JU1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1893.degrees latitude (g = 980.6199 gals.).
 JU1893
 JU1893.The modeled gravity was interpolated from observed gravity values.
 JU1893
 JU1893;                    North         East    Units  Estimated Accuracy
 JU1893;SPC DE       -   185,805.1     184,468.3     MT  (+/- 3 meters HH1 GPS) 
 JU1893
 JU1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4873891701(NAD 83)
 JU1893
 JU1893                          SUPERSEDED SURVEY CONTROL
 JU1893
 JU1893  NGVD 29 (01/10/92)   21.785  (m)           71.47   (f) ADJUSTED    1 1
 JU1893  NGVD 29 (??/??/87)   21.785  (m)           71.47   (f) SUPERSEDED  1 1
 JU1893
 JU1893.Superseded values are not recommended for survey control.
 JU1893
 JU1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1893.See file dsdata.pdf to determine how the superseded data were derived.
 JU1893
 JU1893_MARKER: DR = REFERENCE MARK DISK
 JU1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1893_STAMPING: HARE 2 NO 6 1941
 JU1893_MARK LOGO: CGS
 JU1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1893+STABILITY: SURFACE MOTION
 JU1893
 JU1893  HISTORY     - Date     Condition        Report By
 JU1893  HISTORY     - 1958     MONUMENTED       CGS
 JU1893  HISTORY     - 1964     GOOD             CGS
 JU1893  HISTORY     - 1974     GOOD             NGS
 JU1893  HISTORY     - 1977     GOOD             NGS
 JU1893  HISTORY     - 1979     GOOD             NGS
 JU1893  HISTORY     - 19910330 MARK NOT FOUND   USPSQD
 JU1893  HISTORY     - 20080729 MARK NOT FOUND   UE
 JU1893
 JU1893                          STATION DESCRIPTION
 JU1893
 JU1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1893'AT WILMINGTON.
 JU1893'AT WILMINGTON, AT THE WILMINGTON MUNICIPAL AIRPORT, NEAR THE
 JU1893'SOUTHWEST ENTRANCE DRIVE TO THE ADMINISTRATION BUILDING AND
 JU1893'PARKING AREA, 35 1/2 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE
 JU1893'SOUTHWEST BOUND LANE OF U.S. HIGHWAYS 13 AND 40, 19 1/2 FEET
 JU1893'SOUTHWEST OF THE CENTER LINE OF THE DRIVE, 30 1/2 FEET NORTHEAST
 JU1893'OF THE NORTHEAST EDGE OF THE CONCRETE BASE SUPPORTING SIGN,
 JU1893'82.9 FEET SOUTHWEST OF AND ACROSS THE DRIVE FROM HARE 2 DESCRIBED,
 JU1893'1 FOOT WEST OF A CURVED CURBING OF AIRPORT DRIVE AND IS SET IN
 JU1893'THE TOP OF A CONCRETE POST THAT IS ABOUT 3 INCHES UNDERGROUND.
 JU1893
 JU1893                          STATION RECOVERY (1974)
 JU1893
 JU1893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JU1893'RECOVERED IN GOOD CONDITION.
 JU1893
 JU1893                          STATION RECOVERY (1977)
 JU1893
 JU1893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 JU1893'RECOVERED IN GOOD CONDITION.
 JU1893
 JU1893                          STATION RECOVERY (1979)
 JU1893
 JU1893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1893'RECOVERED IN GOOD CONDITION.
 JU1893
 JU1893                          STATION RECOVERY (1991)
 JU1893
 JU1893'RECOVERY NOTE BY US POWER SQUADRON 1991 (LR)
 JU1893'MARK NOT FOUND.
 JU1893
 JU1893                          STATION RECOVERY (2008)
 JU1893
 JU1893'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 JU1893'RM 6 AND RM 5 CROSSCUT FALL IN WHAT IS NOW THE EXIT LANES FROM THE
 JU1893'AIRPORT PARKING LOT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1894 ***********************************************************************
 JU1894  DESIGNATION -  HARE 2 RM 7
 JU1894  PID         -  JU1894
 JU1894  STATE/COUNTY-  DE/NEW CASTLE
 JU1894  COUNTRY     -  US
 JU1894  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1894
 JU1894                         *CURRENT SURVEY CONTROL
 JU1894  ______________________________________________________________________
 JU1894* NAD 83(1986) POSITION- 39 40 23.59   (N) 075 35 51.06   (W)   HD_HELD1
 JU1894* NAVD 88 ORTHO HEIGHT -    21.715 (meters)       71.24  (feet) ADJUSTED
 JU1894  ______________________________________________________________________
 JU1894  GEOID HEIGHT    -        -33.051 (meters)                     GEOID18
 JU1894  DYNAMIC HEIGHT  -         21.705 (meters)       71.21  (feet) COMP
 JU1894  MODELED GRAVITY -    980,163.3   (mgal)                       NAVD 88
 JU1894
 JU1894  VERT ORDER      -  FIRST     CLASS I
 JU1894
 JU1894.The horizontal coordinates were determined by differentially corrected
 JU1894.hand held GPS observations or other comparable positioning techniques
 JU1894.and have an estimated accuracy of +/- 3 meters.
 JU1894
 JU1894.The orthometric height was determined by differential leveling and
 JU1894.adjusted by the NATIONAL GEODETIC SURVEY
 JU1894.in June 1991.
 JU1894
 JU1894.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1894.GEOID18 height accuracy estimate available here.
 JU1894
 JU1894.Click photographs - Photos may exist for this station.
 JU1894
 JU1894.The dynamic height is computed by dividing the NAVD 88
 JU1894.geopotential number by the normal gravity value computed on the
 JU1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1894.degrees latitude (g = 980.6199 gals.).
 JU1894
 JU1894.The modeled gravity was interpolated from observed gravity values.
 JU1894
 JU1894;                    North         East    Units  Estimated Accuracy
 JU1894;SPC DE       -   185,762.8     184,483.2     MT  (+/- 3 meters HH1 GPS) 
 JU1894
 JU1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4875391659(NAD 83)
 JU1894
 JU1894                          SUPERSEDED SURVEY CONTROL
 JU1894
 JU1894  NGVD 29 (01/10/92)   21.967  (m)           72.07   (f) ADJUSTED    1 1
 JU1894  NGVD 29 (??/??/87)   21.967  (m)           72.07   (f) SUPERSEDED  1 1
 JU1894
 JU1894.Superseded values are not recommended for survey control.
 JU1894
 JU1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1894.See file dsdata.pdf to determine how the superseded data were derived.
 JU1894
 JU1894_MARKER: DR = REFERENCE MARK DISK
 JU1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1894_STAMPING: HARE 2 NO 7 1947
 JU1894_MARK LOGO: CGS
 JU1894_PROJECTION: RECESSED
 JU1894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1894+STABILITY: SURFACE MOTION
 JU1894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1894+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1894
 JU1894  HISTORY     - Date     Condition        Report By
 JU1894  HISTORY     - 1958     MONUMENTED       CGS
 JU1894  HISTORY     - 1964     GOOD             CGS
 JU1894  HISTORY     - 1974     GOOD             NGS
 JU1894  HISTORY     - 1979     GOOD             NGS
 JU1894  HISTORY     - 19910330 GOOD             USPSQD
 JU1894  HISTORY     - 20060514 GOOD             USPSQD
 JU1894  HISTORY     - 20080729 GOOD             UE
 JU1894  HISTORY     - 20130711 GOOD             DELCOS
 JU1894
 JU1894                          STATION DESCRIPTION
 JU1894
 JU1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1894'AT WILMINGTON.
 JU1894'AT WILMINGTON, AT THE WILMINGTON MUNICIPAL AIRPORT, NEAR THE
 JU1894'SOUTH CORNER AND ALONG THE EAST EDGE OF THE LARGE TRIANGULAR
 JU1894'GRASSY PLOT IN FRONT OF THE ADMINISTRATION BUILDING, 156 FEET
 JU1894'NORTHWEST OF THE NORTHWEST EDGE OF THE SOUTHWEST BOUND LANE OF
 JU1894'U.S. HIGHWAYS 13 AND 40, 13 1/2 FEET EAST OF THE CENTER LINE OF
 JU1894'AIRPORT DRIVE, 77 1/2 FEET EAST OF AND ACROSS DRIVE FROM THE
 JU1894'EAST CORNER OF MOTEL ROOM NO. 71, 1 1/2 FEET EAST OF THE EAST
 JU1894'CURB OF DRIVE, 135 FEET NORTHWEST OF HARE 2 DESCRIBED AND SET IN
 JU1894'THE TOP OF A CONCRETE POST THAT IS ABOUT 2 INCHES UNDERGROUND.
 JU1894
 JU1894                          STATION RECOVERY (1974)
 JU1894
 JU1894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JU1894'RECOVERED IN GOOD CONDITION.
 JU1894
 JU1894                          STATION RECOVERY (1979)
 JU1894
 JU1894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1894'RECOVERED IN GOOD CONDITION.
 JU1894
 JU1894                          STATION RECOVERY (1991)
 JU1894
 JU1894'RECOVERY NOTE BY US POWER SQUADRON 1991 (AC)
 JU1894'RECOVERED IN GOOD CONDITION.
 JU1894
 JU1894                          STATION RECOVERY (2006)
 JU1894
 JU1894'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 JU1894'RECOVERED IN GOOD CONDITION.
 JU1894
 JU1894                          STATION RECOVERY (2008)
 JU1894
 JU1894'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 JU1894'CONCRETE SIDEWALK WAS CONSTRUCTED AROUND RM7 FLUSH WITH THE MONUMENT
 JU1894'SO AS TO PRESERVE IT. RM 7 APPEARS AS IF IT WAS ORIGINALLY STAMPED RM
 JU1894'3, BUT WITH A 7 STAMPED TWICE MORE HEAVILY TO OBSCURE THE 3.
 JU1894
 JU1894                          STATION RECOVERY (2013)
 JU1894
 JU1894'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1894'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1423 ***********************************************************************
 HU1423  DESIGNATION -  HART
 HU1423  PID         -  HU1423
 HU1423  STATE/COUNTY-  DE/SUSSEX
 HU1423  COUNTRY     -  US
 HU1423  USGS QUAD   -  FAIRMOUNT (2016)
 HU1423
 HU1423                         *CURRENT SURVEY CONTROL
 HU1423  ______________________________________________________________________
 HU1423* NAD 83(1991) POSITION- 38 42 34.37812(N) 075 09 38.33866(W)   ADJUSTED
 HU1423* NAVD 88 ORTHO HEIGHT -     8.    (meters)       26.    (feet) SCALED
 HU1423  ______________________________________________________________________
 HU1423  GEOID HEIGHT    -        -35.679 (meters)                     GEOID18
 HU1423  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 HU1423  HORZ ORDER      -  THIRD
 HU1423
 HU1423.The horizontal coordinates were established by classical geodetic methods
 HU1423.and adjusted by the National Geodetic Survey in January 1992.
 HU1423
 HU1423.The orthometric height was scaled from a topographic map.
 HU1423
 HU1423.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1423.GEOID18 height accuracy estimate available here.
 HU1423
 HU1423.Click photographs - Photos may exist for this station.
 HU1423
 HU1423.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1423
 HU1423. The following values were computed from the NAD 83(1991) position.
 HU1423
 HU1423;                    North         East     Units Scale Factor Converg.
 HU1423;SPC DE       -    78,792.985   222,268.126   MT  1.00000110   +0 09 36.4
 HU1423;SPC DE       -   258,506.65    729,224.68   sFT  1.00000110   +0 09 36.4
 HU1423;UTM  18      - 4,284,558.026   486,032.369   MT  0.99960240   -0 06 01.7
 HU1423
 HU1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1423!SPC DE       -   1.00000438  x   1.00000110  =   1.00000548
 HU1423!UTM  18      -   1.00000438  x   0.99960240  =   0.99960678
 HU1423
 HU1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8603284558(NAD 83)
 HU1423
 HU1423                          SUPERSEDED SURVEY CONTROL
 HU1423
 HU1423  NAD 83(1986)-  38 42 34.36540(N)    075 09 38.34994(W) AD(       ) 3
 HU1423  NAD 27      -  38 42 33.96150(N)    075 09 39.67725(W) AD(       ) 3
 HU1423  USSD        -  38 42 34.33100(N)    075 09 39.49100(W) AD(       ) 3
 HU1423
 HU1423.Superseded values are not recommended for survey control.
 HU1423
 HU1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1423.See file dsdata.pdf to determine how the superseded data were derived.
 HU1423
 HU1423_MARKER: DS = TRIANGULATION STATION DISK
 HU1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1423_MARK LOGO: CGS
 HU1423_PROJECTION: RECESSED 61 CENTIMETERS
 HU1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1423+STABILITY: SURFACE MOTION
 HU1423
 HU1423  HISTORY     - Date     Condition        Report By
 HU1423  HISTORY     - 1909     MONUMENTED       CGS
 HU1423  HISTORY     - 1934     GOOD             CGS
 HU1423  HISTORY     - 1943     GOOD             CGS
 HU1423  HISTORY     - 1962     MARK NOT FOUND   CGS
 HU1423
 HU1423                          STATION DESCRIPTION
 HU1423
 HU1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (ES)
 HU1423'THIS STATION IS ON THOMAS HARTS FARM IN A CULTIVATED FIELD.  IT
 HU1423'IS NOT FAR FROM THE OLD STATION KNOWN AS BURTONS TRIPOD.  THE
 HU1423'FARMHOUSE IS ON THE W SIDE OF THE ROAD RUNNING N FROM LOVE
 HU1423'CREEK.  IT MAY BE REACHED BY ROAD FROM LEWES OR BY WATER FROM
 HU1423'REHOBOTH.  THE FARM IS SURROUNDED BY WOODS FROM 40 TO 70 FEET
 HU1423'HIGH.  THE STATION IS NOT ON THE HIGHEST GROUND BUT ON A RISE
 HU1423'A LITTLE N OF THE HIGHEST GROUND AND WAS SO PLACED TO AVOID
 HU1423'HIGH WOODS THAT WOULD HAVE BEEN IN LINE TO SOME OF THE OTHER
 HU1423'STATIONS.  THERE IS A FARM ROAD LEADING BACK FROM THE
 HU1423'HOUSE AND THE STATION IS ON N SIDE OF THIS ROAD, THE
 HU1423'REFERENCE MARK BEING ON THE S SIDE.
 HU1423'
 HU1423'THE SIGNAL WAS A POLE 87 FEET HIGH SUPPORTED BY TWO SETS
 HU1423'OF THREE IRON GUYS--THE WATER BEING 12 FEET BELOW TOP OF POLE
 HU1423'AND WAS THE POINT OBSERVED UPON.  WHEN OBSERVATIONS WERE
 HU1423'COMPLETED, THE POINT DIRECTLY BELOW THE POINT OBSERVED UPON
 HU1423'WAS MARKED WITH A COPPER TRIANGULATION-STATION MARK SET IN
 HU1423'CEMENT 2 FEET BELOW SURFACE.
 HU1423'
 HU1423'REFERENCE MARK NO.1 IS CEMENT POST WITH BOTTLE TO MARK
 HU1423'CENTER AND IS SOUTHEASTERLY.  REFERENCE MARK NO.2 IS CEMENT
 HU1423'POST WITH CIRCLE AND NAIL TO MARK CENTER AND IS SOUTHWESTERLY.
 HU1423
 HU1423                          STATION RECOVERY (1934)
 HU1423
 HU1423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1423'STATION AND REFERENCE MARK NO.1 RECOVERED IN EXCELLENT
 HU1423'CONDITION.  MR. HART STATES THAT REFERENCE MARK NO.2 HAS BEEN
 HU1423'DESTROYED.  ORIGINAL DESCRIPTION REVISED TO READ AS FOLLOWS--
 HU1423'
 HU1423'LOCATED ON THE FARM OF THOMAS HART BETWEEN LOVE CREEK AND THE
 HU1423'MACADAM ROAD RUNNING FROM MILLSBORO TO REHOBOTH BEACH THROUGH
 HU1423'ANGOLA, DELAWARE.  THE FARM IS ABOUT 1/3 MILE N OF THE ROAD
 HU1423'BRIDGE ACROSS LOVE CREEK, AND IS SURROUNDED BY TALL TREES.  THE
 HU1423'STATION IS IN A CULTIVATED FIELD DIRECTLY BEHIND THOMAS HARTS
 HU1423'BARN, ON A RISE OF GROUND JUST N OF THE HIGHEST GROUND IN
 HU1423'THE VICINITY, AND ON THE N SIDE OF A ROAD LEADING PAST THE
 HU1423'FARMHOUSE.  THE MARK IS 26.5 METERS NE FROM THE CENTER LINE OF
 HU1423'THE FARM ROAD AND 65.7 METERS E FROM THE CORNER OF THE
 HU1423'NEAREST PINE WOODS.  REFERENCE MARK NO.1 IS ON THE S SIDE OF
 HU1423'THE FARM ROAD SSE OF THE STATION.  MR. HART CAN POINT
 HU1423'OUT THE LOCATION OF THE MARKS.
 HU1423'
 HU1423'THE STATION IS A STANDARD DISK SET IN CONCRETE 2 FEET BELOW
 HU1423'THE SURFACE OF THE GROUND.
 HU1423
 HU1423                          STATION RECOVERY (1943)
 HU1423
 HU1423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1423'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.  THE STATION MARK
 HU1423'COULD NOT BE FOUND AFTER CONSIDERABLE DIGGING, BUT IT SHOULD NOT
 HU1423'BE CLASSIFIED AS LOST.
 HU1423
 HU1423                          STATION RECOVERY (1962)
 HU1423
 HU1423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKW)
 HU1423'LOST.  NONE OF THE MARKS COULD BE FOUND.  THE SITE IS NOW A
 HU1423'CULTIVATED FIELD AND THE MARKS HAVE PROBABLY BEEN DESTROYED BY
 HU1423'CULTIVATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3464 ***********************************************************************
 JU3464  DESIGNATION -  HARTLY RESET
 JU3464  PID         -  JU3464
 JU3464  STATE/COUNTY-  DE/KENT
 JU3464  COUNTRY     -  US
 JU3464  USGS QUAD   -  KENTON (2016)
 JU3464
 JU3464                         *CURRENT SURVEY CONTROL
 JU3464  ______________________________________________________________________
 JU3464* NAD 83(1991) POSITION- 39 10 48.87425(N) 075 40 16.71750(W)   ADJUSTED
 JU3464* NAVD 88 ORTHO HEIGHT -    23.    (meters)       75.    (feet) SCALED
 JU3464  ______________________________________________________________________
 JU3464  GEOID HEIGHT    -        -34.089 (meters)                     GEOID18
 JU3464  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 JU3464  HORZ ORDER      -  FIRST
 JU3464
 JU3464.The horizontal coordinates were established by classical geodetic methods
 JU3464.and adjusted by the National Geodetic Survey in January 1992.
 JU3464
 JU3464.The orthometric height was scaled from a topographic map.
 JU3464
 JU3464.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3464.GEOID18 height accuracy estimate available here.
 JU3464
 JU3464.Click photographs - Photos may exist for this station.
 JU3464
 JU3464.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3464
 JU3464. The following values were computed from the NAD 83(1991) position.
 JU3464
 JU3464;                    North         East     Units Scale Factor Converg.
 JU3464;SPC DE       -   131,046.257   177,997.298   MT  1.00000096   -0 09 39.1
 JU3464;SPC DE       -   429,940.93    583,979.47   sFT  1.00000096   -0 09 39.1
 JU3464;SPC MD       -   168,850.863   514,798.813   MT  0.99996393   +0 50 02.2
 JU3464;SPC MD       -   553,971.54  1,688,969.11   sFT  0.99996393   +0 50 02.2
 JU3464;UTM  18      - 4,336,993.237   442,017.554   MT  0.99964139   -0 25 26.8
 JU3464
 JU3464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3464!SPC DE       -   1.00000178  x   1.00000096  =   1.00000274
 JU3464!SPC MD       -   1.00000178  x   0.99996393  =   0.99996571
 JU3464!UTM  18      -   1.00000178  x   0.99964139  =   0.99964317
 JU3464
 JU3464:                Primary Azimuth Mark                     Grid Az
 JU3464:SPC DE       -  HARTLY RM 1 AZIMUTH                      030 50 08.0
 JU3464:SPC MD       -  HARTLY RM 1 AZIMUTH                      029 50 26.7
 JU3464:UTM  18      -  HARTLY RM 1 AZIMUTH                      031 05 55.7
 JU3464
 JU3464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4201736993(NAD 83)
 JU3464
 JU3464|---------------------------------------------------------------------|
 JU3464| PID    Reference Object                     Distance      Geod. Az  |
 JU3464|                                                           dddmmss.s |
 JU3464| CB2055 HARTLY RM 1 AZIMUTH                                0304028.9 |
 JU3464| CB2056 HARTLY RM 2                         108.265 METERS 03726     |
 JU3464| CB2057 HARTLY RM 3                          39.520 METERS 20332     |
 JU3464|---------------------------------------------------------------------|
 JU3464
 JU3464                          SUPERSEDED SURVEY CONTROL
 JU3464
 JU3464  NAD 83(1986)-  39 10 48.86554(N)    075 40 16.72711(W) AD(       ) 1
 JU3464  NAD 27      -  39 10 48.46600(N)    075 40 17.98000(W) AD(       ) 1
 JU3464  USSD        -  39 10 48.84400(N)    075 40 17.81600(W) AD(       ) 3
 JU3464
 JU3464.Superseded values are not recommended for survey control.
 JU3464
 JU3464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3464.See file dsdata.pdf to determine how the superseded data were derived.
 JU3464
 JU3464_MARKER: DS = TRIANGULATION STATION DISK
 JU3464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3464_STAMPING: HARTLEY 1932
 JU3464_MARK LOGO: CGS
 JU3464_PROJECTION: RECESSED 30 CENTIMETERS
 JU3464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3464+STABILITY: SURFACE MOTION
 JU3464
 JU3464  HISTORY     - Date     Condition        Report By
 JU3464  HISTORY     - 1896     MONUMENTED       CGS
 JU3464  HISTORY     - 1932     SEE DESCRIPTION  CGS
 JU3464  HISTORY     - 1932     SEE DESCRIPTION  CGS
 JU3464  HISTORY     - 1943     GOOD             CGS
 JU3464  HISTORY     - 1956     MARK NOT FOUND   CGS
 JU3464
 JU3464                          STATION DESCRIPTION
 JU3464
 JU3464'DESCRIBED BY COAST AND GEODETIC SURVEY 1896 (FWP)
 JU3464'ABOUT 9 MILES W OF DOVER AND 3 MILES FROM HARTLY, ON THE W SIDE OF
 JU3464'ROAD LEADING FROM HARTLY TO KENTON, AND JUST N OF ROAD LEADING TO
 JU3464'DOVER PAST THE LOCKWOOD CHAPEL, BEING 383.9 FEET FROM THE NE CORNER
 JU3464'OF THE CHAPEL, AND 408.6 FEET FROM THE CENTER OF THE
 JU3464'CROSSROADS.  ON LAND BELONGING TO E.R. AND J.R. LENKER, 80.37
 JU3464'FEET FROM E.R. LENKERS S GATEPOST, AND 170.03 FEET FROM SW CORNER
 JU3464'OF LENKERS HOUSE.  A SMALL CATALPA TREE IN LINE FENCE ON ROAD
 JU3464'IS DISTANT 32.28 FEET FROM THE STATION AND THE NEAR FACE OF
 JU3464'A GUM TREE ON LONE FENCE IS 99.8 FEET.  THE FOLLOWING DIRECTIONS
 JU3464'WERE OBSERVED AT THE STATION--N CHIMNEY OF JAMES
 JU3464'PLEASANTONS HOUSE, 29 DEG 19.1 MIN.  CUPOLA ON LOCKWOOD
 JU3464'CHAPEL, 54 DEG 48.0 MIN.  CHIMNEY ON SORTS SCHOOLHOUSE,
 JU3464'110 DEG 08.6 MIN.  N CHIMNEY OF OF J. BERRYS HOUSE, 134 DEG 43.5
 JU3464'MIN.  WALNUT TREE ABOUT 200 YARDS DISTANT, 157 DEG 19.9 MIN.
 JU3464'CHIMNEY ON MC DOWELLS HOUSE, 215 DEG 46.9 MIN.  THE UNDERGROUND
 JU3464'MARK CONSISTS OF A BLOCK OF MARBLE 6 INCHES SQUARE AND 18
 JU3464'INCHES LONG, BURIED 3 FEET BELOW THE SURFACE OF THE GROUND.  THE
 JU3464'SURFACE MARK IS A SIMILAR BLOCK 30 INCHES LONG, SET WITH ITS UPPER
 JU3464'FACE EVEN WITH THE SURFACE OF THE GROUND.  BOTH STONES HAVE
 JU3464'CROSSLINES TO MARK THE CENTER OF THE STATION AND THE LETTERS
 JU3464'U.S.C. AND G.S. CUT INTO THEIR UPPER FACES.
 JU3464
 JU3464                          STATION RECOVERY (1932)
 JU3464
 JU3464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (ERM)
 JU3464'UNDERGROUND MARK WAS RECOVERED FROM REFERENCES GIVEN IN ORIGINAL
 JU3464'DESCRIPTIONS.  SURFACE MARK WAS TAKEN OUT AND FOUND UNDER SW
 JU3464'CORNER OF DWELLING OF OWNER, WHO IS THIRD OWNER OF PROPERTY SINCE
 JU3464'ORIGINAL STATION WAS ESTABLISHED.
 JU3464
 JU3464                          STATION RECOVERY (1932)
 JU3464
 JU3464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU3464'ABOUT 9 MILES W OF DOVER AND 3 MILES FROM HARTLY ON LAND BELONGING
 JU3464'TO MR. DAVID BLOOM.
 JU3464'
 JU3464'SURFACE MARK TO STATION IS LOST, BUT UNDERGROUND MARK, A MARBLE
 JU3464'BLOCK 6 INCHES SQUARE AND 18 INCHES LONG WAS RECOVERED IN GOOD
 JU3464'CONDITION.  UNDERGROUND MARK WAS LEFT INTACT AND A SURFACE MARK,
 JU3464'A STANDARD BRONZE DISK SET IN CONCRETE.
 JU3464'WAS PLACED DIRECTLY OVER UNDERGROUND MARK AND 12 INCHES BELOW
 JU3464'SURFACE OF GROUND TO INSURE ITS SAFETY AS MARK IS IN CULTIVATED
 JU3464'FIELD.  ORIGINAL STATION WAS CALLED HARTLY.  THROUGH SOME
 JU3464'ERROR, NEW MARK WAS STAMPED HARTLEY AND WAS NEVER CORRECTED.
 JU3464'STATION IS IN A CULTIVATED FIELD AT SE EDGE, 15.5 METERS NW OF
 JU3464'CENTER LINE OF ROAD, 10.37 METERS W OF 24-INCH CATALPA TREE IN
 JU3464'FENCE LINE AT SE EDGE OF FIELD, 13.56 METERS NNW OF SMALL
 JU3464'CATALPA TREE IN FENCE LINE AT SE EDGE OF FIELD, 30.2
 JU3464'METERS SW OF 36-INCH GUM TREE IN FENCE LINE AT SE EDGE OF FIELD.
 JU3464'ALL MEASUREMENTS TAKEN FROM NAILS IN NEAR FACE OF EACH TREE.
 JU3464'THREE NEW REFERENCE MARKS, STANDARD BRONZE DISKS SET IN
 JU3464'CONCRETE WERE ESTABLISHED AND
 JU3464'STAMPED HARTLEY 1932.
 JU3464'
 JU3464'REFERENCE MARK NO.1 IS NNE OF STATION AT W EDGE OF PASTURE, 8
 JU3464'METERS E OF CENTER LINE OF ROAD LEADING PAST STATION, 14 METERS N
 JU3464'OF CENTER LINE OF LANE TO FARMYARD.
 JU3464'
 JU3464'REFERENCE MARK NO.2 IS NE OF STATION AT NE EDGE OF SAME FIELD IN
 JU3464'WHICH STATION IS LOCATED, 12.5 METERS NW OF CENTER LINE OF ROAD.
 JU3464'
 JU3464'REFERENCE MARK NO.3 IS SSW OF STATION IN FENCE LINE AT SE EDGE OF
 JU3464'FIELD IN WHICH STATION IS LOCATED, 6.7 METERS NW OF CENTER LINE OF
 JU3464'ROAD.
 JU3464'
 JU3464'FROM DOVER TAKE MAIN PAVED ROAD LEADING W TO MARYDEL,
 JU3464'MARYLAND.  FOLLOW THIS ROAD 5.0 MILES TO PEARSON CORNER (SIGNS
 JU3464'MARYDEL AND HARTLY), TAKE RIGHT-HAND ROAD TO HARTLY, 2 MILES
 JU3464'FROM THIS CORNER TO CROSSROADS, TURN RIGHT AND GO 1 MILE TO
 JU3464'CROSSROADS AT LOCKWOOD CHAPEL, CONTINUE STRAIGHT AHEAD 0.1 MILE
 JU3464'TO FIRST HOUSE ON RIGHT AND GATE TO FIELD ON LEFT, TURN LEFT
 JU3464'THROUGH GATE TO FIELD AND BEAR LEFT TO STATION ABOUT 30 FEET
 JU3464'WSW OF GATE.
 JU3464
 JU3464                          STATION RECOVERY (1943)
 JU3464
 JU3464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 JU3464'RECOVERED.  DESCRIPTION ADEQUATE EXCEPT FOR THE
 JU3464'FOLLOWING DISCREPANCIES--
 JU3464'
 JU3464'DELETE PHRASE ALL MEASUREMENTS TAKEN FROM NAILS IN NEAR FACE
 JU3464'OF EACH TREE.
 JU3464'
 JU3464'WITH REFERENCE TO RM 1, DELETE PASTURE AND INSERT CULTIVATED
 JU3464'GROUND.
 JU3464
 JU3464                          STATION RECOVERY (1956)
 JU3464
 JU3464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HG)
 JU3464'REFERENCE MARK NO. 3 IS DESTROYED.
 JU3464'
 JU3464'THE DISK WAS REMOVED FROM THE DISTURBED MARK AND FORWARDED TO
 JU3464'THIS OFFICE BY MR. HENRY GINGERICH, DOVER DELAWARE, R. 2, BOX 315.
 JU3464'
 JU3464'R.M. DISK STAMPED HARTLEY NO 3 1932 RECEIVED AT THIS OFFICE
 JU3464'NOVEMBER 1956.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0912 ***********************************************************************
 JU0912  DESIGNATION -  HARVEY RM 1
 JU0912  PID         -  JU0912
 JU0912  STATE/COUNTY-  DE/NEW CASTLE
 JU0912  COUNTRY     -  US
 JU0912  USGS QUAD   -  MARCUS HOOK (2019)
 JU0912
 JU0912                         *CURRENT SURVEY CONTROL
 JU0912  ______________________________________________________________________
 JU0912* NAD 83(1986) POSITION- 39 48 06.57   (N) 075 28 41.81   (W)   HD_HELD1
 JU0912* NAVD 88 ORTHO HEIGHT -    51.525 (meters)      169.04  (feet) POSTED
 JU0912  ______________________________________________________________________
 JU0912  GEOID HEIGHT    -        -32.914 (meters)                     GEOID18
 JU0912  DYNAMIC HEIGHT  -         51.50  (meters)      169.0   (feet) COMP
 JU0912  MODELED GRAVITY -    980,176.4   (mgal)                       NAVD 88
 JU0912
 JU0912  VERT ORDER      -  * POSTED, SEE BELOW
 JU0912
 JU0912.The horizontal coordinates were determined by differentially corrected
 JU0912.hand held GPS observations or other comparable positioning techniques
 JU0912.and have an estimated accuracy of +/- 3 meters.
 JU0912
 JU0912.The orthometric height was determined by differential leveling
 JU0912.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU0912
 JU0912.* This is a POSTED BENCH MARK height.
 JU0912
 JU0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0912.GEOID18 height accuracy estimate available here.
 JU0912
 JU0912.Click photographs - Photos may exist for this station.
 JU0912
 JU0912.The dynamic height is computed by dividing the NAVD 88
 JU0912.geopotential number by the normal gravity value computed on the
 JU0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0912.degrees latitude (g = 980.6199 gals.).
 JU0912
 JU0912.The modeled gravity was interpolated from observed gravity values.
 JU0912
 JU0912;                    North         East    Units  Estimated Accuracy
 JU0912;SPC DE       -   200,027.9     194,723.4     MT  (+/- 3 meters HH1 GPS) 
 JU0912
 JU0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5905605871(NAD 83)
 JU0912
 JU0912                          SUPERSEDED SURVEY CONTROL
 JU0912
 JU0912  NGVD 29 (11/26/84)   51.869  (m)          170.17   (f) ADJUSTED    2 0
 JU0912
 JU0912.Superseded values are not recommended for survey control.
 JU0912
 JU0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0912.See file dsdata.pdf to determine how the superseded data were derived.
 JU0912
 JU0912_MARKER: DR = REFERENCE MARK DISK
 JU0912_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0912_SP_SET: SIDEWALK
 JU0912_STAMPING: HARVEY NO 1 1959
 JU0912_MARK LOGO: CGS
 JU0912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0912+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU0912
 JU0912  HISTORY     - Date     Condition        Report By
 JU0912  HISTORY     - 1959     MONUMENTED       CGS
 JU0912  HISTORY     - 1981     GOOD             UDE
 JU0912  HISTORY     - 1984     GOOD             USPSQD
 JU0912  HISTORY     - 19910310 GOOD             USPSQD
 JU0912  HISTORY     - 19971018 GOOD             USPSQD
 JU0912  HISTORY     - 20091113 GOOD             GEOCAC
 JU0912  HISTORY     - 20130711 GOOD             DELCOS
 JU0912
 JU0912                          STATION DESCRIPTION
 JU0912
 JU0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU0912'4.6 MI NE FROM WILMINGTON.
 JU0912'67.8 FEET EAST OF TRIANGULATION STATION HARVEY, DESCRIBED, 29
 JU0912'FEET NORTHEAST OF CENTER LINE OF HARVEY ROAD, 131 1/2 FEET
 JU0912'SOUTHEAST OF RM NO. 2, IN THE TOP OF SIDE WALK AND 3 FEET
 JU0912'SOUTHEAST OF NORTHWEST END OF PRESENT SIDE WALK, 26 FEET NORTH
 JU0912'OF POWER LINE AND TELEPHONE CABLE POLE NO. 31 AND SET IN A DRILL
 JU0912'HOLE.
 JU0912
 JU0912                          STATION RECOVERY (1981)
 JU0912
 JU0912'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU0912'RECOVERED IN GOOD CONDITION.
 JU0912
 JU0912                          STATION RECOVERY (1984)
 JU0912
 JU0912'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0912'0.2 MILES SOUTHEAST OF HAR 1959 ON SAME SIDE OF HARVEY ROAD, IN TOP
 JU0912'OF SIDEWALK 39 FEET NORTHWEST OF CENTER OF HARVEY ROAD CENTER
 JU0912'DIVIDER, 8 FEET EAST OF DP AND L POWER POLE A 145, NORTHWEST CORNER
 JU0912'OF PROPERTY AT 911 HARVEY ROAD.
 JU0912
 JU0912                          STATION RECOVERY (1991)
 JU0912
 JU0912'RECOVERY NOTE BY US POWER SQUADRON 1991 (TWB)
 JU0912'RECOVERED IN GOOD CONDITION.
 JU0912
 JU0912                          STATION RECOVERY (1997)
 JU0912
 JU0912'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU0912'RECOVERED IN GOOD CONDITION.
 JU0912
 JU0912                          STATION RECOVERY (2009)
 JU0912
 JU0912'RECOVERY NOTE BY GEOCACHING 2009 (GAH)
 JU0912'MARK IS IN SIDEWALK ON NORTHEAST SIDE OF STREET, POWERPOLE ID TAGS
 JU0912'READ 50599 45417, OTHERWISE ESSENTIALLY AS DESCRIBED.
 JU0912
 JU0912                          STATION RECOVERY (2013)
 JU0912
 JU0912'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU0912'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AB5080 ***********************************************************************
 AB5080  FBN         -  This is a Federal Base Network Control Station.
 AB5080  DESIGNATION -  HENLO USCG
 AB5080  PID         -  AB5080
 AB5080  STATE/COUNTY-  DE/SUSSEX
 AB5080  COUNTRY     -  US
 AB5080  USGS QUAD   -  CAPE HENLOPEN (2016)
 AB5080
 AB5080                         *CURRENT SURVEY CONTROL
 AB5080  ______________________________________________________________________
 AB5080* NAD 83(2011) POSITION- 38 46 27.68807(N) 075 05 15.21397(W)   ADJUSTED
 AB5080* NAD 83(2011) ELLIP HT-   -29.188 (meters)        (06/27/12)   ADJUSTED
 AB5080* NAD 83(2011) EPOCH   -  2010.00
 AB5080* NAVD 88 ORTHO HEIGHT -     6.395 (meters)       20.98  (feet) ADJUSTED
 AB5080  ______________________________________________________________________
 AB5080  GEOID HEIGHT    -        -35.637 (meters)                     GEOID18
 AB5080  NAD 83(2011) X  -  1,281,316.663 (meters)                     COMP
 AB5080  NAD 83(2011) Y  - -4,811,337.625 (meters)                     COMP
 AB5080  NAD 83(2011) Z  -  3,972,800.797 (meters)                     COMP
 AB5080  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 AB5080  DYNAMIC HEIGHT  -          6.391 (meters)       20.97  (feet) COMP
 AB5080  MODELED GRAVITY -    980,039.8   (mgal)                       NAVD 88
 AB5080
 AB5080  VERT ORDER      -  FIRST     CLASS II
 AB5080
 AB5080  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB5080  Standards:
 AB5080         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB5080            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB5080  -------------------------------------------------------------------
 AB5080  NETWORK    0.66   1.92           0.30   0.23   0.98     -0.00369067
 AB5080  -------------------------------------------------------------------
 AB5080  Click here for local accuracies and other accuracy information.
 AB5080
 AB5080.This is a reference station for the CAPE HENLOPEN 1
 AB5080.National Continuously Operating Reference Station (CHL1).
 AB5080
 AB5080.The horizontal coordinates were established by GPS observations
 AB5080.and adjusted by the National Geodetic Survey in June 2012.
 AB5080
 AB5080.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB5080.been affixed to the stable North American tectonic plate. See 
 AB5080.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB5080
 AB5080.The horizontal coordinates are valid at the epoch date displayed above
 AB5080.which is a decimal equivalence of Year/Month/Day.
 AB5080
 AB5080.The orthometric height was determined by differential leveling and
 AB5080.adjusted by the NATIONAL GEODETIC SURVEY
 AB5080.in July 2002.
 AB5080
 AB5080.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5080.GEOID18 height accuracy estimate available here.
 AB5080
 AB5080.Click photographs - Photos may exist for this station.
 AB5080
 AB5080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5080
 AB5080.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB5080
 AB5080.The ellipsoidal height was determined by GPS observations
 AB5080.and is referenced to NAD 83.
 AB5080
 AB5080.The dynamic height is computed by dividing the NAVD 88
 AB5080.geopotential number by the normal gravity value computed on the
 AB5080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5080.degrees latitude (g = 980.6199 gals.).
 AB5080
 AB5080.The modeled gravity was interpolated from observed gravity values.
 AB5080
 AB5080. The following values were computed from the NAD 83(2011) position.
 AB5080
 AB5080;                    North         East     Units Scale Factor Converg.
 AB5080;SPC DE       -    86,007.683   228,599.595   MT  1.00000507   +0 12 22.0
 AB5080;SPC DE       -   282,176.87    749,997.17   sFT  1.00000507   +0 12 22.0
 AB5080;UTM  18      - 4,291,740.950   492,394.052   MT  0.99960071   -0 03 17.4
 AB5080
 AB5080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5080!SPC DE       -   1.00000458  x   1.00000507  =   1.00000965
 AB5080!UTM  18      -   1.00000458  x   0.99960071  =   0.99960529
 AB5080
 AB5080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9239491740(NAD 83)
 AB5080
 AB5080|---------------------------------------------------------------------|
 AB5080| PID    Reference Object                     Distance      Geod. Az  |
 AB5080|                                                           dddmmss.s |
 AB5080| AF9492 CAPE HENLOPEN 1 CORS ARP            269.067 METERS 35742     |
 AB5080| AB6285 CAPE HENLOPEN 1 CORS L1 PHASE CENTE 269.065 METERS 35742     |
 AB5080|---------------------------------------------------------------------|
 AB5080
 AB5080                          SUPERSEDED SURVEY CONTROL
 AB5080
 AB5080  NAD 83(2007)-  38 46 27.68830(N)    075 05 15.21516(W) AD(2002.00) 0
 AB5080  ELLIP H (02/10/07)  -29.192  (m)                       GP(2002.00)    
 AB5080  ELLIP H (02/12/02)  -29.206  (m)                       GP(       ) 4 1
 AB5080  NAD 83(1991)-  38 46 27.68861(N)    075 05 15.21544(W) AD(1996.00) A
 AB5080  ELLIP H (08/13/96)  -29.195  (m)                       GP(1996.00) 2 1
 AB5080  NAVD 88               6.40   (m)           21.0    (f) LEVELING    3  
 AB5080
 AB5080.Superseded values are not recommended for survey control.
 AB5080
 AB5080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5080.See file dsdata.pdf to determine how the superseded data were derived.
 AB5080
 AB5080_MARKER: F = FLANGE-ENCASED ROD
 AB5080_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB5080_STAMPING: HENLO USCG 1995
 AB5080_MARK LOGO: NGS
 AB5080_PROJECTION: FLUSH
 AB5080_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB5080+STABILITY: POSITION/ELEVATION WELL
 AB5080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5080+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2012
 AB5080_ROD/PIPE-DEPTH: 13.2 meters
 AB5080_SLEEVE-DEPTH  : 1 meters
 AB5080
 AB5080  HISTORY     - Date     Condition        Report By
 AB5080  HISTORY     - 1995     MONUMENTED       NGS
 AB5080  HISTORY     - 20000107 GOOD             NGS
 AB5080  HISTORY     - 20080917 GOOD             GEOCAC
 AB5080  HISTORY     - 20120213 GOOD             DELCOS
 AB5080
 AB5080                          STATION DESCRIPTION
 AB5080
 AB5080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 AB5080'THE STATION IS 3.0 MI (4.8 KM) EAST OF LEWES DE.  IN THE CAPE HENLOPEN
 AB5080'STATE PARK.  NOTIFY PAT COOPER ASST. PARK MNGR. 302-856-5339. TO REACH
 AB5080'THE STATION FROM THE POST OFFICE IN LEWES, PROCEED EAST ON FRONT
 AB5080'STREET FOR 0.05 MI (0.08 KM) TO SAVANNAH ROAD.  TURN LEFT AND GO
 AB5080'NORTHEAST ON SAVANNAH ROAD FOR 0.4 MI (0.6 KM) TO HENLOPEN DRIVE ON
 AB5080'THE RIGHT.  TURN RIGHT ON HENLOPEN DRIVE FOR 1.6 MI (2.6 KM) AND A
 AB5080'FORK IN THE ROAD AND THE ENTRANCE TO CAPE HENLOPEN STATE PARK.  BEAR
 AB5080'RIGHT AND GO SOUTH FOR 1.1 MI (1.8 KM) TO THE STATION ON THE LEFT. THE
 AB5080'STATION IS A STAINLESS STEEL ROD DRIVEN TO DEPTH 0F 42.1 FT (12.8 M)
 AB5080'WITH A 3.0 FT (0.9 M) GREASED SLEEVE, ENCASED IN A 5 IN PVC PIPE WITH
 AB5080'LOGO CAP THAT IS STAMPED---HENLO USCG 1995---.  THE STATION IS 14.5 M
 AB5080'(47.6 FT) SOUTH SOUTHEAST OF A NO PARKING SIGN ON THE EAST SIDE OF THE
 AB5080'ROAD, 8.05 M (26.41 FT) EAST OF THE EAST EDGE OF THE PAVED ROAD, AND
 AB5080'2.86 M (9.38 FT) WEST OF A WOODEN SAND FENCE WHICH PARALLELS THE ROAD.
 AB5080
 AB5080                          STATION RECOVERY (2000)
 AB5080
 AB5080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 AB5080'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) EAST OF LEWES IN CAPE
 AB5080'HENLOPEN STATE PARK.  CONTACT PARK MANAGER BEFORE OCCUPYING THE
 AB5080'STATION, PHONE (302) 856-5339.  OWNERSHIP--STATE OF DELAWARE.  TO
 AB5080'REACH THE STATION FROM THE TOLL BOOTH OF THE CAPE MAY-LEWES FERRY
 AB5080'TERMINAL LOCATED ON US HIGHWAY 9 (HENLOPEN ROAD) ON THE EAST SIDE OF
 AB5080'LEWES.  GO EAST ON HENLOPEN ROAD FOR 1.36 KM (0.85 MI) TO A FORK AT
 AB5080'THE ENTRANCE TO HENLOPEN STATE PARK, BEAR RIGHT, SOUTH ON THE PARK
 AB5080'ROAD FOR 1.8 KM (1.10 MI) TO THE STATION ON THE LEFT.  THE STATION IS
 AB5080'AN NGS 3D STATION MARK, A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD
 AB5080'IN A GREASE-FILLED SLEEVE, ENCASED IN A 13 CM PVC PIPE WITH AN NGS
 AB5080'LOGO CAP FLUSH WITH THE GROUND.  LOCATED 14.5 M (47.6 FT)
 AB5080'SOUTH-SOUTHEAST OF A NO PARKING SIGN, 8.05 M (26.41 FT) EAST OF THE
 AB5080'EAST EDGE OF THE ROAD, 2.87 M (9.42 FT) WEST OF A WOOD SLAT FENCE AND
 AB5080'0.16 M (0.52 FT) WEST OF A FIBERGLASS WITNESS POST.
 AB5080
 AB5080                          STATION RECOVERY (2008)
 AB5080
 AB5080'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 AB5080'NOTE - MARK IS ON EAST SIDE OF DUNE RD.
 AB5080
 AB5080                          STATION RECOVERY (2012)
 AB5080
 AB5080'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 AB5080'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1972 ***********************************************************************
 HU1972  DESIGNATION -  HICKMAN
 HU1972  PID         -  HU1972
 HU1972  STATE/COUNTY-  DE/KENT
 HU1972  COUNTRY     -  US
 HU1972  USGS QUAD   -  HICKMAN (2016)
 HU1972
 HU1972                         *CURRENT SURVEY CONTROL
 HU1972  ______________________________________________________________________
 HU1972* NAD 83(1991) POSITION- 38 50 12.58956(N) 075 43 23.01136(W)   ADJUSTED
 HU1972* NAVD 88 ORTHO HEIGHT -    16.1   (meters)       53.    (feet) VERTCON3
 HU1972  ______________________________________________________________________
 HU1972  GEOID HEIGHT    -        -35.137 (meters)                     GEOID18
 HU1972  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 HU1972  HORZ ORDER      -  SECOND
 HU1972
 HU1972.The horizontal coordinates were established by classical geodetic methods
 HU1972.and adjusted by the National Geodetic Survey in January 1992.
 HU1972
 HU1972.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1972
 HU1972.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1972.GEOID18 height accuracy estimate available here.
 HU1972
 HU1972.Click photographs - Photos may exist for this station.
 HU1972
 HU1972.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1972
 HU1972. The following values were computed from the NAD 83(1991) position.
 HU1972
 HU1972;                    North         East     Units Scale Factor Converg.
 HU1972;SPC DE       -    92,936.013   173,397.612   MT  1.00000371   -0 11 31.7
 HU1972;SPC DE       -   304,907.57    568,888.67   sFT  1.00000371   -0 11 31.7
 HU1972;SPC MD       -   130,668.387   510,861.295   MT  0.99995008   +0 48 05.2
 HU1972;SPC MD       -   428,701.20  1,676,050.77   sFT  0.99995008   +0 48 05.2
 HU1972;UTM  18      - 4,298,918.060   437,245.170   MT  0.99964849   -0 27 12.4
 HU1972
 HU1972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1972!SPC DE       -   1.00000299  x   1.00000371  =   1.00000670
 HU1972!SPC MD       -   1.00000299  x   0.99995008  =   0.99995307
 HU1972!UTM  18      -   1.00000299  x   0.99964849  =   0.99965148
 HU1972
 HU1972:                Primary Azimuth Mark                     Grid Az
 HU1972:SPC DE       -  HICKMAN AZ MK                            293 35 51.9
 HU1972:SPC MD       -  HICKMAN AZ MK                            292 36 15.0
 HU1972:UTM  18      -  HICKMAN AZ MK                            293 51 32.6
 HU1972
 HU1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3724598918(NAD 83)
 HU1972
 HU1972|---------------------------------------------------------------------|
 HU1972| PID    Reference Object                     Distance      Geod. Az  |
 HU1972|                                                           dddmmss.s |
 HU1972| DC7384 HICKMAN RM 1                         22.729 METERS 11332     |
 HU1972| HU1980 FOUNTAINVILLE INTERSTATE LOT        APPROX. 3.9 KM 1764913.6 |
 HU1972| DC7385 HICKMAN RM 2                         23.369 METERS 21520     |
 HU1972| DC7383 HICKMAN AZ MK                                      2932420.2 |
 HU1972| HU1982 HICKMAN NUTTLES TOMATO STK          427.318 METERS 3023544.9 |
 HU1972| HU1973 BOUNDARY MONUMENT 26 DEL MD          40.565 METERS 31951     |
 HU1972| HU1983 56                                   40.565 METERS 31956     |
 HU1972|---------------------------------------------------------------------|
 HU1972
 HU1972                          SUPERSEDED SURVEY CONTROL
 HU1972
 HU1972  NAD 83(1986)-  38 50 12.58286(N)    075 43 23.02674(W) AD(       ) 2
 HU1972  NAD 27      -  38 50 12.17280(N)    075 43 24.28480(W) AD(       ) 2
 HU1972  NGVD 29 (07/19/86)   16.3    (m)           53.     (f) VERT ANG       
 HU1972
 HU1972.Superseded values are not recommended for survey control.
 HU1972
 HU1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1972.See file dsdata.pdf to determine how the superseded data were derived.
 HU1972
 HU1972_MARKER: DS = TRIANGULATION STATION DISK
 HU1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1972_STAMPING: HICKMAN 1961
 HU1972_MARK LOGO: CGS
 HU1972_PROJECTION: RECESSED 30 CENTIMETERS
 HU1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1972+STABILITY: SURFACE MOTION
 HU1972
 HU1972  HISTORY     - Date     Condition        Report By
 HU1972  HISTORY     - 1961     MONUMENTED       CGS
 HU1972
 HU1972                          STATION DESCRIPTION
 HU1972
 HU1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 HU1972'THE STATION IS LOCATED IN THE CENTER HICKMAN, DELAWARE-MARYLAND,
 HU1972'7.0 MILES SOUTHEAST OF DENTON, MARYLAND, 8.0 MILES NORTHWEST
 HU1972'OF GREENWOOD AND ON PROPERTY OWNED BY MR. DRUMMOND.
 HU1972'
 HU1972'TO REACH THE STATION FROM THE POST OFFICE IN DENTON, GO
 HU1972'SOUTHERLY ON STATE HIGHWAY 404 FOR 5.7 MILES TO THE JUNCTION
 HU1972'OF STATE HIGHWAY 16, TURN LEFT, GO EASTERLY ON HIGHWAY 16 FOR
 HU1972'2.4 MILES TO A CROSS ROADS, AT THE SOUTH EDGE OF THE SMALL
 HU1972'VILLAGE OF HICKMAN, TURN LEFT AND GO NORTH ON THE MACADAM
 HU1972'ROAD FOR 0.25 MILE TO THE CROSS ROADS AND THE STATION LOCATED
 HU1972'ON THE RIGHT AS DESCRIBED.
 HU1972'
 HU1972'THE STATION MARK IS A STANDARD DISK STAMPED HICKMAN 1961,
 HU1972'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS 12 INCHES
 HU1972'BELOW THE GROUND SURFACE.  IT IS 32.0 FEET SOUTH OF A GRAVELED
 HU1972'DRIVEWAY, 34.7 FEET NORTH OF A STANDARD METAL WITNESS POST AND
 HU1972'MARKER AND 66.0 FEET EAST OF THE APPROXIMATE CENTER OF THE
 HU1972'MACADAM ROAD.
 HU1972'
 HU1972'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HICKMAN NO 1 1961,
 HU1972'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 HU1972'INCHES ABOVE THE GROUND SURFACE.  IT IS 1.0 FOOT NORTH OF AN
 HU1972'EAST AND WEST FENCE LINE, 27.0 FEET SOUTH OF THE APPROXIMATE
 HU1972'CENTER OF THE GRAVELED DRIVEWAY AND 69.1 FEET EAST OF THE
 HU1972'WITNESS POST.
 HU1972'
 HU1972'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HICKMAN NO 2 1961,
 HU1972'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1
 HU1972'INCH ABOVE THE GROUND SURFACE.  IT IS 1.0 FOOT WEST OF A NORTH
 HU1972'AND SOUTH FENCE LINE, 1.6 FEET NORTH OF A POWERLINE POLE, 15.0
 HU1972'FEET EAST OF THE APPROXIMATE CENTER OF THE MACADAM ROAD AND
 HU1972'51.1 FEET SOUTHWEST OF THE WITNESS POST.
 HU1972'
 HU1972'BOUNDARY MONUMENT NO. 26 IS A 12 X 12 INCH LIMESTONE MONUMENT
 HU1972'MARKED WITH THE LETTERS M AND P AND PROJECTS ABOUT 24 INCHES
 HU1972'ABOVE THE GROUND SURFACE.  THE MONUMENT HAS A U.S. GEOLOGICAL
 HU1972'SURVEY DISK CEMENTED IN A DRILL IN THE NORTH TOP EDGE OF
 HU1972'THE MONUMENT.  THE MONUMENT HAS BEEN BROKEN OFF AND THE PARTS
 HU1972'PLACED BACK TOGETHER AND REINFORCED WITH CONCRETE.  IT IS
 HU1972'LOCATED 19.0 FEET WEST OF THE APPROXIMATE CENTER OF THE
 HU1972'MACADAM ROAD, 28.6 FEET SOUTHEAST OF A POWERLINE POLE 76-6A
 HU1972'AND 71.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 HU1972'GENERAL STORE.
 HU1972'
 HU1972'TO REACH THE AZIMUTH MARK FROM THE STATION AND CROSSROADS IN
 HU1972'HICKMAN, GO WEST ON A GRAVELED ROAD FOR 0.2 MILE TO THE
 HU1972'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 HU1972'
 HU1972'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HICKMAN 1961,
 HU1972'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 HU1972'INCHES ABOVE THE GROUND SURFACE.  IT IS 2.7 FEET NORTH OF A
 HU1972'POWERLINE AND TELEPHONE LINE POLE, 43.7 FEET SOUTH OF A
 HU1972'STANDARD METAL WITNESS POST AND MARKER, 61.0 FEET SOUTH OF
 HU1972'THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND 91.0 FEET
 HU1972'SOUTHWEST OF A 20-INCH LONE PINE TREE.
 HU1972'
 HU1972'HEIGHT OF LIGHT ABOVE STATION MARK 30.37 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1419 ***********************************************************************
 HU1419  DESIGNATION -  HIGGINS HOUSE WEST CHIMNEY
 HU1419  PID         -  HU1419
 HU1419  STATE/COUNTY-  DE/SUSSEX
 HU1419  COUNTRY     -  US
 HU1419  USGS QUAD   -  FRANKFORD (2016)
 HU1419
 HU1419                         *CURRENT SURVEY CONTROL
 HU1419  ______________________________________________________________________
 HU1419* NAD 83(1991) POSITION- 38 36 48.23504(N) 075 07 55.86987(W)   ADJUSTED
 HU1419  ______________________________________________________________________
 HU1419  GEOID HEIGHT    -        -35.734 (meters)                     GEOID18
 HU1419  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 HU1419  HORZ ORDER      -  THIRD
 HU1419
 HU1419.The horizontal coordinates were established by classical geodetic methods
 HU1419.and adjusted by the National Geodetic Survey in January 1992.
 HU1419
 HU1419.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1419.GEOID18 height accuracy estimate available here.
 HU1419
 HU1419.Click photographs - Photos may exist for this station.
 HU1419
 HU1419.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1419
 HU1419. The following values were computed from the NAD 83(1991) position.
 HU1419
 HU1419;                    North         East     Units Scale Factor Converg.
 HU1419;SPC DE       -    68,126.698   224,776.972   MT  1.00000256   +0 10 39.1
 HU1419;SPC DE       -   223,512.34    737,455.78   sFT  1.00000256   +0 10 39.1
 HU1419;UTM  18      - 4,273,884.721   488,491.747   MT  0.99960163   -0 04 57.0
 HU1419
 HU1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8849173884(NAD 83)
 HU1419
 HU1419                          SUPERSEDED SURVEY CONTROL
 HU1419
 HU1419  NAD 83(1986)-  38 36 48.22022(N)    075 07 55.88519(W) AD(       ) 3
 HU1419  NAD 27      -  38 36 47.81495(N)    075 07 57.23360(W) AD(       ) 3
 HU1419
 HU1419.Superseded values are not recommended for survey control.
 HU1419
 HU1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1419.See file dsdata.pdf to determine how the superseded data were derived.
 HU1419
 HU1419_MARKER: 85 = CHIMNEY
 HU1419
 HU1419  HISTORY     - Date     Condition        Report By
 HU1419  HISTORY     - 1934     FIRST OBSERVED   CGS
 HU1419  HISTORY     - 1943     GOOD             CGS
 HU1419  HISTORY     - 1958     GOOD             CGS
 HU1419  HISTORY     - 1961     GOOD             CGS
 HU1419
 HU1419                          STATION DESCRIPTION
 HU1419
 HU1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1419'THE STATION IS THE WEST CHIMNEY OF A LARGE STONE HOUSE ON THE
 HU1419'N SHORE OF INDIAN RIVER.
 HU1419
 HU1419                          STATION RECOVERY (1958)
 HU1419
 HU1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 HU1419'STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 HU1419'
 HU1419'S.H. SHOWELL JR. IS NOW LIVING IN THE OLD HIGGINS HOUSE.  IT
 HU1419'IS STUCCOED OVER THE OLD BRICK AND IS PAINTED WHITE.
 HU1419
 HU1419                          STATION RECOVERY (1961)
 HU1419
 HU1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 HU1419'STATION RECOVERED IN GOOD CONDITION.  THE PREVIOUS RECOVERY
 HU1419'NOTE BY J.A.W. IN 1958 IS COMPLETE AND ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0795 ***********************************************************************
 JU0795  DESIGNATION -  HOLLY RM 1
 JU0795  PID         -  JU0795
 JU0795  STATE/COUNTY-  DE/NEW CASTLE
 JU0795  COUNTRY     -  US
 JU0795  USGS QUAD   -  MARCUS HOOK (2019)
 JU0795
 JU0795                         *CURRENT SURVEY CONTROL
 JU0795  ______________________________________________________________________
 JU0795* NAD 83(1986) POSITION- 39 46 56.18   (N) 075 28 30.46   (W)   HD_HELD1
 JU0795* NAVD 88 ORTHO HEIGHT -     6.197 (meters)       20.33  (feet) POSTED
 JU0795  ______________________________________________________________________
 JU0795  GEOID HEIGHT    -        -32.941 (meters)                     GEOID18
 JU0795  DYNAMIC HEIGHT  -          6.19  (meters)       20.3   (feet) COMP
 JU0795  MODELED GRAVITY -    980,177.9   (mgal)                       NAVD 88
 JU0795
 JU0795  VERT ORDER      -  * POSTED, SEE BELOW
 JU0795
 JU0795.The horizontal coordinates were determined by differentially corrected
 JU0795.hand held GPS observations or other comparable positioning techniques
 JU0795.and have an estimated accuracy of +/- 3 meters.
 JU0795
 JU0795.The orthometric height was determined by differential leveling
 JU0795.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU0795
 JU0795.* This is a POSTED BENCH MARK height.
 JU0795
 JU0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0795.GEOID18 height accuracy estimate available here.
 JU0795
 JU0795.Click photographs - Photos may exist for this station.
 JU0795
 JU0795.The dynamic height is computed by dividing the NAVD 88
 JU0795.geopotential number by the normal gravity value computed on the
 JU0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0795.degrees latitude (g = 980.6199 gals.).
 JU0795
 JU0795.The modeled gravity was interpolated from observed gravity values.
 JU0795
 JU0795;                    North         East    Units  Estimated Accuracy
 JU0795;SPC DE       -   197,856.8     194,992.0     MT  (+/- 3 meters HH1 GPS) 
 JU0795
 JU0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5931403699(NAD 83)
 JU0795
 JU0795                          SUPERSEDED SURVEY CONTROL
 JU0795
 JU0795  NGVD 29 (11/26/84)    6.544  (m)           21.47   (f) ADJUSTED    2 0
 JU0795
 JU0795.Superseded values are not recommended for survey control.
 JU0795
 JU0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0795.See file dsdata.pdf to determine how the superseded data were derived.
 JU0795
 JU0795_MARKER: DR = REFERENCE MARK DISK
 JU0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0795_STAMPING: HOLLY NO 1 1958
 JU0795_MARK LOGO: CGS
 JU0795_PROJECTION: FLUSH
 JU0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0795+STABILITY: SURFACE MOTION
 JU0795
 JU0795  HISTORY     - Date     Condition        Report By
 JU0795  HISTORY     - 1958     MONUMENTED       CGS
 JU0795  HISTORY     - 1965     GOOD             CGS
 JU0795  HISTORY     - 1979     GOOD             UDE
 JU0795  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU0795
 JU0795                          STATION DESCRIPTION
 JU0795
 JU0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU0795'2.8 MI NE FROM WILMINGTON.
 JU0795'2.75 MILES NORTHEAST ALONG U.S. HIGHWAY 13 A (GOVERNOR PRINTZ
 JU0795'BLVD.) FROM OVERPASS OF EDGEMOOR ROAD OVER HIGHWAY AT
 JU0795'WILMINTON, ABOUT 0.05 MILE SOUTHWEST OF THE INTERSECTION OF HOLLY
 JU0795'OAK AVENUE, ACROSS THE HIGHWAY FROM THE PASHALL LUMBER COMPANY,
 JU0795'125.2 FEET NORTHEAST OF RM NO. 2, 27 1/2 FEET NORTHWEST OF THE
 JU0795'CENTERLINE OF THE SOUTHWEST BOUND TRAFFIC LANE, 3 FEET
 JU0795'NORTH-NORTHWEST OF A POWERLINE POLE.  IT IS ABOUT 1 FOOT ABOVE
 JU0795'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JU0795'FLUSH WITH THE GROUND.  THE MARK WAS FOUND UNDER ABOUT 1 FOOT
 JU0795'OF DIRT AND GRAVEL WHICH HAD BEEN GRADED OFF OF A NEARBY LOT.
 JU0795
 JU0795                          STATION RECOVERY (1979)
 JU0795
 JU0795'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1979
 JU0795'RECOVERED IN GOOD CONDITION.
 JU0795
 JU0795                          STATION RECOVERY (2013)
 JU0795
 JU0795'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU0795'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0793 ***********************************************************************
 JU0793  DESIGNATION -  HOLLY RM 2
 JU0793  PID         -  JU0793
 JU0793  STATE/COUNTY-  DE/NEW CASTLE
 JU0793  COUNTRY     -  US
 JU0793  USGS QUAD   -  MARCUS HOOK (2019)
 JU0793
 JU0793                         *CURRENT SURVEY CONTROL
 JU0793  ______________________________________________________________________
 JU0793* NAD 83(1986) POSITION- 39 46 55.19   (N) 075 28 31.44   (W)   HD_HELD1
 JU0793* NAVD 88 ORTHO HEIGHT -     5.355 (meters)       17.57  (feet) ADJUSTED
 JU0793  ______________________________________________________________________
 JU0793  GEOID HEIGHT    -        -32.941 (meters)                     GEOID18
 JU0793  DYNAMIC HEIGHT  -          5.352 (meters)       17.56  (feet) COMP
 JU0793  MODELED GRAVITY -    980,177.9   (mgal)                       NAVD 88
 JU0793
 JU0793  VERT ORDER      -  FIRST     CLASS I
 JU0793
 JU0793.The horizontal coordinates were determined by differentially corrected
 JU0793.hand held GPS observations or other comparable positioning techniques
 JU0793.and have an estimated accuracy of +/- 3 meters.
 JU0793
 JU0793.The orthometric height was determined by differential leveling and
 JU0793.adjusted by the NATIONAL GEODETIC SURVEY
 JU0793.in June 1991.
 JU0793
 JU0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0793.GEOID18 height accuracy estimate available here.
 JU0793
 JU0793.Click photographs - Photos may exist for this station.
 JU0793
 JU0793.The dynamic height is computed by dividing the NAVD 88
 JU0793.geopotential number by the normal gravity value computed on the
 JU0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0793.degrees latitude (g = 980.6199 gals.).
 JU0793
 JU0793.The modeled gravity was interpolated from observed gravity values.
 JU0793
 JU0793;                    North         East    Units  Estimated Accuracy
 JU0793;SPC DE       -   197,826.3     194,968.6     MT  (+/- 3 meters HH1 GPS) 
 JU0793
 JU0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5929103669(NAD 83)
 JU0793
 JU0793                          SUPERSEDED SURVEY CONTROL
 JU0793
 JU0793  NGVD 29 (11/26/84)    5.625  (m)           18.45   (f) ADJUSTED    1 1
 JU0793
 JU0793.Superseded values are not recommended for survey control.
 JU0793
 JU0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0793.See file dsdata.pdf to determine how the superseded data were derived.
 JU0793
 JU0793_MARKER: DR = REFERENCE MARK DISK
 JU0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0793_STAMPING: HOLLY NO 2 1958
 JU0793_MARK LOGO: CGS
 JU0793_PROJECTION: FLUSH
 JU0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0793+STABILITY: SURFACE MOTION
 JU0793
 JU0793  HISTORY     - Date     Condition        Report By
 JU0793  HISTORY     - 1958     MONUMENTED       CGS
 JU0793  HISTORY     - 1965     GOOD             CGS
 JU0793  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0793  HISTORY     - 1979     MARK NOT FOUND   UDE
 JU0793
 JU0793                          STATION DESCRIPTION
 JU0793
 JU0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU0793'2.8 MI NE FROM WILMINGTON.
 JU0793'125.2 FEET SOUTHWEST OF HOLLY RM NO. 1, DESCRIBED, 25 FEET
 JU0793'NORTHWEST OF THE SOUTHWEST BOUND TRAFFIC LANE OF THE HIGHWAY,
 JU0793'38 FEET SOUTHWEST OF A CONCRETE PIER WHICH PROJECTS ABOUT 2 FEET
 JU0793'ABOVE THE GROUND AND 3 FEET NORTHEAST OF POWERLINE POLE NO. 3,
 JU0793'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JU0793'POST FLUSH WITH THE GROUND.
 JU0793
 JU0793                          STATION RECOVERY (1979)
 JU0793
 JU0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0793'NOTE-APPARENTLY THE ROAD HAS BEEN UNDER SOME TYPE OF CONSTRUCTION.
 JU0793
 JU0793                          STATION RECOVERY (1979)
 JU0793
 JU0793'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1979
 JU0793'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DI0958 ***********************************************************************
 DI0958  DESIGNATION -  HOLT
 DI0958  PID         -  DI0958
 DI0958  STATE/COUNTY-  DE/SUSSEX
 DI0958  COUNTRY     -  US
 DI0958  USGS QUAD   -  LEWES (2016)
 DI0958
 DI0958                         *CURRENT SURVEY CONTROL
 DI0958  ______________________________________________________________________
 DI0958* NAD 83(2011) POSITION- 38 45 13.15414(N) 075 08 58.13087(W)   ADJUSTED
 DI0958* NAD 83(2011) ELLIP HT-   -29.099 (meters)        (06/27/12)   ADJUSTED
 DI0958* NAD 83(2011) EPOCH   -  2010.00
 DI0958* NAVD 88 ORTHO HEIGHT -     6.550 (meters)       21.49  (feet) ADJUSTED
 DI0958  ______________________________________________________________________
 DI0958  GEOID HEIGHT    -        -35.647 (meters)                     GEOID18
 DI0958  NAD 83(2011) X  -  1,276,484.989 (meters)                     COMP
 DI0958  NAD 83(2011) Y  - -4,814,110.602 (meters)                     COMP
 DI0958  NAD 83(2011) Z  -  3,971,008.760 (meters)                     COMP
 DI0958  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 DI0958  DYNAMIC HEIGHT  -          6.546 (meters)       21.48  (feet) COMP
 DI0958  MODELED GRAVITY -    980,036.3   (mgal)                       NAVD 88
 DI0958
 DI0958  VERT ORDER      -  SECOND    CLASS II
 DI0958
 DI0958  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0958  Standards:
 DI0958         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0958            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0958  -------------------------------------------------------------------
 DI0958  NETWORK    0.79   1.08           0.35   0.29   0.55     -0.12908326
 DI0958  -------------------------------------------------------------------
 DI0958  Click here for local accuracies and other accuracy information.
 DI0958
 DI0958.The horizontal coordinates were established by GPS observations
 DI0958.and adjusted by the National Geodetic Survey in June 2012.
 DI0958
 DI0958.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0958.been affixed to the stable North American tectonic plate. See 
 DI0958.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0958
 DI0958.The horizontal coordinates are valid at the epoch date displayed above
 DI0958.which is a decimal equivalence of Year/Month/Day.
 DI0958
 DI0958.The orthometric height was determined by differential leveling and
 DI0958.adjusted by the NATIONAL GEODETIC SURVEY
 DI0958.in September 2008.
 DI0958
 DI0958.No vertical observational check was made to the station.
 DI0958
 DI0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0958.GEOID18 height accuracy estimate available here.
 DI0958
 DI0958.Click photographs - Photos may exist for this station.
 DI0958
 DI0958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0958
 DI0958.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0958
 DI0958.The ellipsoidal height was determined by GPS observations
 DI0958.and is referenced to NAD 83.
 DI0958
 DI0958.The dynamic height is computed by dividing the NAVD 88
 DI0958.geopotential number by the normal gravity value computed on the
 DI0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0958.degrees latitude (g = 980.6199 gals.).
 DI0958
 DI0958.The modeled gravity was interpolated from observed gravity values.
 DI0958
 DI0958. The following values were computed from the NAD 83(2011) position.
 DI0958
 DI0958;                    North         East     Units Scale Factor Converg.
 DI0958;SPC DE       -    83,691.797   223,225.297   MT  1.00000164   +0 10 02.1
 DI0958;SPC DE       -   274,578.84    732,365.00   sFT  1.00000164   +0 10 02.1
 DI0958;UTM  18      - 4,289,450.479   487,011.429   MT  0.99960208   -0 05 36.9
 DI0958
 DI0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0958!SPC DE       -   1.00000457  x   1.00000164  =   1.00000621
 DI0958!UTM  18      -   1.00000457  x   0.99960208  =   0.99960664
 DI0958
 DI0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8701189450(NAD 83)
 DI0958
 DI0958                          SUPERSEDED SURVEY CONTROL
 DI0958
 DI0958  NAD 83(2007)-  38 45 13.15452(N)    075 08 58.13198(W) AD(2002.00) B
 DI0958  ELLIP H (04/30/09)  -29.062  (m)                       GP(2002.00) 4 2
 DI0958  NAD 83(1991)-  38 45 13.15450(N)    075 08 58.13184(W) AD(       ) B
 DI0958  ELLIP H (08/09/06)  -29.077  (m)                       GP(       ) 4 2
 DI0958  NAVD 88 (08/09/06)    6.5    (m)  GEOID03  model used  GPS OBS        
 DI0958
 DI0958.Superseded values are not recommended for survey control.
 DI0958
 DI0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0958.See file dsdata.pdf to determine how the superseded data were derived.
 DI0958
 DI0958_MARKER: DD = SURVEY DISK
 DI0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0958_STAMPING: HOLT 2005
 DI0958_MARK LOGO: NONE
 DI0958_PROJECTION: FLUSH
 DI0958_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0958+STABILITY: SURFACE MOTION
 DI0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0958+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 DI0958
 DI0958  HISTORY     - Date     Condition        Report By
 DI0958  HISTORY     - 20050110 MONUMENTED       DE0280
 DI0958  HISTORY     - 20080705 GOOD             DEDT
 DI0958  HISTORY     - 20120210 GOOD             DELCOS
 DI0958
 DI0958                          STATION DESCRIPTION
 DI0958
 DI0958'DESCRIBED BY CITY OF LEWES DELAWARE 2005 (AWR)
 DI0958'THE STATION IS LOCATED IN LEWES, 1.65 MI (2.66 KM) SOUTH-SOUTHWEST OF
 DI0958'THE MAIN POST OFFICE,  2.55 MI (4.10 KM) SOUTHWEST OF THE DELAWARE
 DI0958'RIVER AND BAY AUTHORITY FERRY TERMINAL, AND  1.34 MI (2.16 KM)
 DI0958'SOUTH-SOUTHWEST OF THE BEEBE MEDICAL CENTER.  THE STATION IS ON SECURE
 DI0958'PROPERTY BELONGING TO THE CITY OF LEWES, BOARD OF PUBLIC WORKS.  CALL
 DI0958'(302) 645-6547 24  HOURS IN ADVANCE FOR ACCESS.
 DI0958'
 DI0958'TO REACH THE STATION FROM THE MAIN POST OFFICE IN LEWES, PROCEED 285
 DI0958'FEET (86.87 M)  SOUTHEAST ON FRONT STREET TO THE INTERSECTION OF
 DI0958'SAVANNAH ROAD, THEN PROCEED 0.10 MI  (0.16 KM) SOUTHWEST ON SAVANNAH
 DI0958'ROAD TO THE JUNCTION OF KINGS HIGHWAY, THEN PROCEED  1.5 MI (2.41 KM)
 DI0958'SOUTH-SOUTHWEST ON KINGS HIGHWAY TO STATION ON RIGHT.
 DI0958'
 DI0958'THE STATION IS 44.0 FEET (13.41 M) NORTHWEST OF THE CENTERLINE OF
 DI0958'KINGS HIGHWAY, 69.0 FT  (21.03 M) SOUTH OF A RADIO ANTENNA MAST, 31.0
 DI0958'FEET (9.45 M) NORTH OF THE CORNER POST OF A 6  FT (1.8 M) CHAIN LINK
 DI0958'FENCE, AND 56.0 FEET (17.07 M) SOUTHWEST OF A PAINTED BLACK BLOW OFF
 DI0958'HYDRANT.  THE STATION IS A CENTER PUNCHED BRONZE DISK SET IN A 1 FOOT
 DI0958'(30 CM) DIAMETER  CONCRETE POST.
 DI0958
 DI0958                          STATION RECOVERY (2008)
 DI0958
 DI0958'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 DI0958'RECOVERED IN GOOD CONDITION.
 DI0958
 DI0958                          STATION RECOVERY (2012)
 DI0958
 DI0958'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DI0958'INSIDE A CHAIN LINK FENCED IN AREA.  NEED PERMISSION TO ACCESS AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1476 ***********************************************************************
 HU1476  DESIGNATION -  HUDSON
 HU1476  PID         -  HU1476
 HU1476  STATE/COUNTY-  DE/SUSSEX
 HU1476  COUNTRY     -  US
 HU1476  USGS QUAD   -  ASSAWOMAN BAY (2016)
 HU1476
 HU1476                         *CURRENT SURVEY CONTROL
 HU1476  ______________________________________________________________________
 HU1476* NAD 83(1991) POSITION- 38 27 04.62458(N) 075 07 18.75066(W)   ADJUSTED
 HU1476* NAVD 88 ORTHO HEIGHT -     1.1   (meters)        4.    (feet) VERTCON3
 HU1476  ______________________________________________________________________
 HU1476  GEOID HEIGHT    -        -35.893 (meters)                     GEOID18
 HU1476  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 HU1476  HORZ ORDER      -  SECOND
 HU1476
 HU1476.The horizontal coordinates were established by classical geodetic methods
 HU1476.and adjusted by the National Geodetic Survey in January 1992.
 HU1476
 HU1476.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1476
 HU1476.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1476.GEOID18 height accuracy estimate available here.
 HU1476
 HU1476.Click photographs - Photos may exist for this station.
 HU1476
 HU1476.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1476
 HU1476. The following values were computed from the NAD 83(1991) position.
 HU1476
 HU1476;                    North         East     Units Scale Factor Converg.
 HU1476;SPC DE       -    50,133.846   225,732.685   MT  1.00000315   +0 10 59.9
 HU1476;SPC DE       -   164,480.79    740,591.32   sFT  1.00000315   +0 10 59.9
 HU1476;SPC MD       -    88,782.145   563,928.997   MT  0.99997713   +1 10 43.6
 HU1476;SPC MD       -   291,279.42  1,850,157.05   sFT  0.99997713   +1 10 43.6
 HU1476;UTM  18      - 4,255,894.947   489,365.587   MT  0.99960139   -0 04 32.8
 HU1476
 HU1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1476!SPC DE       -   1.00000547  x   1.00000315  =   1.00000862
 HU1476!SPC MD       -   1.00000547  x   0.99997713  =   0.99998260
 HU1476!UTM  18      -   1.00000547  x   0.99960139  =   0.99960685
 HU1476
 HU1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8936555894(NAD 83)
 HU1476
 HU1476|---------------------------------------------------------------------|
 HU1476| PID    Reference Object                     Distance      Geod. Az  |
 HU1476|                                                           dddmmss.s |
 HU1476| HU1474 GREYERS B 1974                       89.504 METERS 12024     |
 HU1476| DC7409 HUDSON RM 1                          13.402 METERS 12507     |
 HU1476| HU1475 BOUNDARY MON EW 4 DE MD               9.489 METERS 17954     |
 HU1476| DC7410 HUDSON RM 2                           9.352 METERS 26314     |
 HU1476| HU1477 HUDSON RM 3                         323.520 METERS 32129     |
 HU1476|---------------------------------------------------------------------|
 HU1476
 HU1476                          SUPERSEDED SURVEY CONTROL
 HU1476
 HU1476  NAD 83(1986)-  38 27 04.60730(N)    075 07 18.77406(W) AD(       ) 2
 HU1476  NAD 27      -  38 27 04.19703(N)    075 07 20.11211(W) AD(       ) 2
 HU1476  NGVD 29 (07/19/86)    1.3    (m)            4.     (f) VERT ANG       
 HU1476
 HU1476.Superseded values are not recommended for survey control.
 HU1476
 HU1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1476.See file dsdata.pdf to determine how the superseded data were derived.
 HU1476
 HU1476_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1476_STAMPING: HUDSON 1974
 HU1476_MARK LOGO: NGS
 HU1476_PROJECTION: FLUSH
 HU1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1476+STABILITY: SURFACE MOTION
 HU1476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1476+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2012
 HU1476
 HU1476  HISTORY     - Date     Condition        Report By
 HU1476  HISTORY     - 1974     MONUMENTED       NGS
 HU1476  HISTORY     - 1976     GOOD             NGS
 HU1476  HISTORY     - 20080915 GOOD             GEOCAC
 HU1476  HISTORY     - 20120213 GOOD             DELCOS
 HU1476
 HU1476                          STATION DESCRIPTION
 HU1476
 HU1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU1476'THE STATION IS LOCATED ABOUT 3.5 MILES EAST-NORTHEAST OF
 HU1476'BISHOPVILLE, 3.5 MILES WEST OF FENWICK ISLAND, 0.8 MILE
 HU1476'SOUTHEAST OF WILLIAMSVILLE, ON ROAD RIGHT-OF-WAY AND NEAR THE
 HU1476'MARYLAND-DELAWARE STATE LINE.
 HU1476'
 HU1476'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 14 AND
 HU1476'54 IN FENWICK ISLAND, GO WEST-NORTHWEST AND SOUTHWEST ON
 HU1476'STATE ROAD 54 FOR 4.15 MILES TO A SIDE ROAD LEFT AND THE
 HU1476'SOUND METHODIST CHURCH ON THE LEFT.  TURN LEFT AND GO
 HU1476'SOUTHEASTERLY ON A PAVED ROAD FOR 0.7 MILE TO A T-ROAD AND A
 HU1476'STOP SIGN.  TURN LEFT AND GO SOUTHEASTERLY ON A PAVED ROAD
 HU1476'FOR 0.45 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 HU1476'SOUTHWESTERLY ON A PAVED ROAD 1.1 MILES TO ROLLIC ROAD,
 HU1476'CONTINUE WESTERLY ON PAVED ROAD FOR 0.05 MILE AND THE
 HU1476'STATION ON THE LEFT.  CONTINUE WESTERLY ON THE PAVED ROAD
 HU1476'FOR 0.3 MILE TO REFERENCE MARK 3 ON THE LEFT.
 HU1476'
 HU1476'STATION MARK, A STANDARD DISK STAMPED HUDSON 1974, IS SET IN
 HU1476'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 HU1476'FLUSH WITH THE GROUND SURFACE.  IT IS 30.5 FEET
 HU1476'SOUTH-SOUTHEAST OF A POWERLINE POLE, 19 FEET SOUTH-SOUTHWEST
 HU1476'OF THE CENTER OF THE PAVED ROAD, 1.9 FEET SOUTHWEST OF A
 HU1476'10-INCH OAK TREE AND 1.2 FEET NORTHEAST OF A FENCE CORNER.  NO
 HU1476'UNDERGROUND DISK WAS ESTABLISHED.
 HU1476'
 HU1476'REFERENCE MARK 1, A STANDARD DISK STAMPED HUDSON NO 1 1974,
 HU1476'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1476'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 74 FEET
 HU1476'SOUTHEAST OF A POWERLINE POLE WITH TRANSFORMER, 59 FEET
 HU1476'NORTHWEST OF THE FENCE CORNER AND 17 FEET SOUTHWEST OF THE
 HU1476'CENTER OF THE PAVED ROAD.
 HU1476'
 HU1476'REFERENCE MARK 2, A STANDARD DISK STAMPED HUDSON NO 2 1974,
 HU1476'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1476'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 40 FEET
 HU1476'SOUTHWEST OF THE CENTER OF THE PAVED ROAD, 23 FEET
 HU1476'SOUTH-SOUTHWEST OF THE POWERLINE POLE WITH TRANSFORMER AND
 HU1476'1 FOOT NORTHWEST OF THE FENCE.
 HU1476'
 HU1476'REFERENCE MARK 3, A STANDARD DISK STAMPED HUDSON NO 3 1974,
 HU1476'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1476'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 52 FEET
 HU1476'NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 31 FEET WEST OF
 HU1476'THE CENTER OF THE PAVED ROAD AND 14 FEET SOUTHWEST OF A
 HU1476'POWERLINE POLE NUMBER 20.  THE MARK SERVES AS AN AZIMUTH MARK.
 HU1476'
 HU1476'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS.
 HU1476
 HU1476                          STATION RECOVERY (1976)
 HU1476
 HU1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1476'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HU1476'CONDITION AS DESCRIBED IN THE 1974 DESCRIPTION.  THE
 HU1476'DISTANCES AND DIRECTIONS TO ALL MARKS CHECKED THE 1974
 HU1476'OBSERVATIONS.
 HU1476'
 HU1476'THE MARYLAND-DELAWARE BOUNDARY MONUMENT NUMBER 4 WAS
 HU1476'ESTABLISHED AT THIS DATE, SEE DESCRIPTION THEREOF.
 HU1476'
 HU1476'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1476'3/4 MILE SOUTHEAST OF WILLIAMSVILLE.
 HU1476
 HU1476                          STATION RECOVERY (2008)
 HU1476
 HU1476'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 HU1476'STATION, RM 1, RM 3, AND BOUNDARY MONUMENT 4 WERE RECOVERED IN GOOD
 HU1476'CONDITION. DID NOT SEARDCH FOR RM 2 ON THIS DATE.
 HU1476
 HU1476                          STATION RECOVERY (2012)
 HU1476
 HU1476'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU1476'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1477 ***********************************************************************
 HU1477  DESIGNATION -  HUDSON RM 3
 HU1477  PID         -  HU1477
 HU1477  STATE/COUNTY-  DE/SUSSEX
 HU1477  COUNTRY     -  US
 HU1477  USGS QUAD   -  ASSAWOMAN BAY (2016)
 HU1477
 HU1477                         *CURRENT SURVEY CONTROL
 HU1477  ______________________________________________________________________
 HU1477* NAD 83(1991) POSITION- 38 27 12.83449(N) 075 07 27.05858(W)   ADJUSTED
 HU1477* NAVD 88 ORTHO HEIGHT -     1.8   (meters)        6.    (feet) VERTCON3
 HU1477  ______________________________________________________________________
 HU1477  GEOID HEIGHT    -        -35.889 (meters)                     GEOID18
 HU1477  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 HU1477  HORZ ORDER      -  SECOND
 HU1477
 HU1477.The horizontal coordinates were established by classical geodetic methods
 HU1477.and adjusted by the National Geodetic Survey in January 1992.
 HU1477
 HU1477.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1477
 HU1477.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1477.GEOID18 height accuracy estimate available here.
 HU1477
 HU1477.Click photographs - Photos may exist for this station.
 HU1477
 HU1477.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1477
 HU1477. The following values were computed from the NAD 83(1991) position.
 HU1477
 HU1477;                    North         East     Units Scale Factor Converg.
 HU1477;SPC DE       -    50,386.354   225,530.434   MT  1.00000302   +0 10 54.8
 HU1477;SPC DE       -   165,309.23    739,927.77   sFT  1.00000302   +0 10 54.8
 HU1477;SPC MD       -    89,031.095   563,722.395   MT  0.99997683   +1 10 38.4
 HU1477;SPC MD       -   292,096.18  1,849,479.22   sFT  0.99997683   +1 10 38.4
 HU1477;UTM  18      - 4,256,148.265   489,164.562   MT  0.99960145   -0 04 38.0
 HU1477
 HU1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1477!SPC DE       -   1.00000535  x   1.00000302  =   1.00000837
 HU1477!SPC MD       -   1.00000535  x   0.99997683  =   0.99998218
 HU1477!UTM  18      -   1.00000535  x   0.99960145  =   0.99960680
 HU1477
 HU1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8916456148(NAD 83)
 HU1477
 HU1477|---------------------------------------------------------------------|
 HU1477| PID    Reference Object                     Distance      Geod. Az  |
 HU1477|                                                           dddmmss.s |
 HU1477| HU1476 HUDSON                              323.520 METERS 14129     |
 HU1477|---------------------------------------------------------------------|
 HU1477
 HU1477                          SUPERSEDED SURVEY CONTROL
 HU1477
 HU1477  NAD 83(1986)-  38 27 12.81723(N)    075 07 27.08190(W) AD(       ) 2
 HU1477  NAD 27      -  38 27 12.40711(N)    075 07 28.41960(W) AD(       ) 2
 HU1477  NGVD 29 (07/19/86)    2.0    (m)            7.     (f) VERT ANG       
 HU1477
 HU1477.Superseded values are not recommended for survey control.
 HU1477
 HU1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1477.See file dsdata.pdf to determine how the superseded data were derived.
 HU1477
 HU1477_MARKER: DR = REFERENCE MARK DISK
 HU1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1477_STAMPING: HUDSON NO. 3 1974
 HU1477_MARK LOGO: NGS
 HU1477_PROJECTION: FLUSH
 HU1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1477+STABILITY: SURFACE MOTION
 HU1477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1477+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2012
 HU1477
 HU1477  HISTORY     - Date     Condition        Report By
 HU1477  HISTORY     - 1974     MONUMENTED       NGS
 HU1477  HISTORY     - 20080915 GOOD             GEOCAC
 HU1477  HISTORY     - 20120213 GOOD             DELCOS
 HU1477
 HU1477                          STATION DESCRIPTION
 HU1477
 HU1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 HU1477'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST-NORTHEAST OF
 HU1477'BISHOPVILLE, AND ABOUT 3-1/2 MILES WEST OF FENWICK ISLAND.
 HU1477'
 HU1477'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 14 AND
 HU1477'54 IN FENWICK ISLAND, GO WEST-NORTHWEST AND SOUTHWEST ON
 HU1477'STATE ROAD 54 FOR 4.15 MILES TO A SIDE ROAD LEFT AND THE
 HU1477'SOUND METHODIST CHURCH ON THE LEFT.  TURN LEFT AND GO
 HU1477'SOUTHEASTERLY ON A PAVED ROAD FOR 0.7 MILE TO A T-ROAD AND A
 HU1477'STOP SIGN.  TURN LEFT AND GO SOUTHEASTERLY ON A PAVED ROAD
 HU1477'FOR 0.45 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 HU1477'SOUTHWESTERLY ON A PAVED ROAD 1.1 MILES TO ROLLIC ROAD,
 HU1477'CONTINUE WESTERLY ON PAVED ROAD FOR 0.05 MILE TO STATION
 HU1477'HUDSON ON THE LEFT.  CONTINUE WESTERLY ON THE PAVED ROAD
 HU1477'FOR 0.3 MILE TO REFERENCE MARK 3 ON THE LEFT.
 HU1477'
 HU1477'REFERENCE MARK 3, A STANDARD DISK STAMPED HUDSON NO 3 1974,
 HU1477'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1477'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 52 FEET
 HU1477'NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 31 FEET WEST OF
 HU1477'THE CENTER OF THE PAVED ROAD AND 14 FEET SOUTHWEST OF A
 HU1477'POWERLINE POLE NUMBER 20.  THE MARK SERVES AS AN AZIMUTH MARK.
 HU1477
 HU1477                          STATION RECOVERY (2008)
 HU1477
 HU1477'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 HU1477'RECOVERED IN GOOD CONDITION.
 HU1477
 HU1477                          STATION RECOVERY (2012)
 HU1477
 HU1477'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU1477'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1459 ***********************************************************************
 HU1459  DESIGNATION -  HYDRO
 HU1459  PID         -  HU1459
 HU1459  STATE/COUNTY-  DE/SUSSEX
 HU1459  COUNTRY     -  US
 HU1459  USGS QUAD   -  ASSAWOMAN BAY (2016)
 HU1459
 HU1459                         *CURRENT SURVEY CONTROL
 HU1459  ______________________________________________________________________
 HU1459* NAD 83(1991) POSITION- 38 28 25.02282(N) 075 03 02.54082(W)   NO CHECK
 HU1459* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 HU1459  ______________________________________________________________________
 HU1459  GEOID HEIGHT    -        -35.896 (meters)                     GEOID18
 HU1459  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 HU1459  HORZ ORDER      -  THIRD
 HU1459
 HU1459.The horizontal coordinates were established by classical geodetic methods
 HU1459.and adjusted by the National Geodetic Survey in January 1992.
 HU1459
 HU1459.No horizontal observational check was made to the station.
 HU1459
 HU1459.The orthometric height was scaled from a topographic map.
 HU1459
 HU1459.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1459.GEOID18 height accuracy estimate available here.
 HU1459
 HU1459.Click photographs - Photos may exist for this station.
 HU1459
 HU1459.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1459
 HU1459. The following values were computed from the NAD 83(1991) position.
 HU1459
 HU1459;                    North         East     Units Scale Factor Converg.
 HU1459;SPC DE       -    52,635.184   231,935.311   MT  1.00000755   +0 13 39.7
 HU1459;SPC DE       -   172,687.27    760,941.10   sFT  1.00000755   +0 13 39.7
 HU1459;UTM  18      - 4,258,367.202   495,576.951   MT  0.99960024   -0 01 53.6
 HU1459
 HU1459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1459!SPC DE       -   1.00000520  x   1.00000755  =   1.00001275
 HU1459!UTM  18      -   1.00000520  x   0.99960024  =   0.99960544
 HU1459
 HU1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9557658367(NAD 83)
 HU1459
 HU1459                          SUPERSEDED SURVEY CONTROL
 HU1459
 HU1459  NAD 83(1986)-  38 28 25.00407(N)    075 03 02.56345(W) AD(       ) 3
 HU1459  NAD 27      -  38 28 24.59620(N)    075 03 03.91174(W) AD(       ) 3
 HU1459
 HU1459.Superseded values are not recommended for survey control.
 HU1459
 HU1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1459.See file dsdata.pdf to determine how the superseded data were derived.
 HU1459
 HU1459_MARKER: DS = TRIANGULATION STATION DISK
 HU1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1459_STAMPING: HYDRO 1956
 HU1459_MARK LOGO: CGS
 HU1459_PROJECTION: PROJECTING 15 CENTIMETERS
 HU1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1459+STABILITY: SURFACE MOTION
 HU1459
 HU1459  HISTORY     - Date     Condition        Report By
 HU1459  HISTORY     - 1956     MONUMENTED       CGS
 HU1459  HISTORY     - 1962     MARK NOT FOUND   CGS
 HU1459  HISTORY     - 1966     MARK NOT FOUND   CGS
 HU1459
 HU1459                          STATION DESCRIPTION
 HU1459
 HU1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (EHK)
 HU1459'LOCATED ON FENWICK ISLAND, DELAWARE, 1.53 MILES NORTH OF
 HU1459'THE MARYLAND-DELAWARE STATE LINE.  MARK IS IN SAND DUNES, ON
 HU1459'PROPERTY LEASED BY THE NAVY FROM THE STATE OF DELAWARE.  IT
 HU1459'IS 274 FEET EAST OF THE CENTER LINE OF DELAWARE STATE
 HU1459'HIGHWAY NO. 14 AND NORMAL THEREOF.  164.6 FEET WEST OF THE
 HU1459'SOUTHWEST CORNER OF A GREY SHED WITH RED ROOF.  149.8 FEET
 HU1459'SOUTHEAST OF THE SOUTHWEST CORNER OF A 1-1/2 STORY GREEN
 HU1459'HOUSE.  STATION MARK IS STANDARD DISK SET IN A CONCRETE
 HU1459'MONUMENT 8 INCHES SQUARE AT TOP, PROJECTING 6 INCHES
 HU1459'ABOVE SURFACE OF THE GROUND.
 HU1459'
 HU1459'FENWICK ISLAND LIGHTHOUSE IS NOT VISIBLE FROM THE
 HU1459'MARK.  STATIONS HYDRO, 1956 AND SHORAN, 1956 ARE INTERVISIBLE,
 HU1459'AND 1094.29 FEET APART.
 HU1459
 HU1459                          STATION RECOVERY (1962)
 HU1459
 HU1459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO)
 HU1459'THE STORM OF MARCH 6 1962 DESTROYED THE SAND DUNES AND THE
 HU1459'BUILDING USED FOR THE REFERENCES TO THE STATION.  THIS STATION
 HU1459'SHOULD BE CONSIDERED LOST.
 HU1459
 HU1459                          STATION RECOVERY (1966)
 HU1459
 HU1459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCB)
 HU1459'A THOROUGH SEARCH WAS MADE BUT NO TRACE OF STATION WAS
 HU1459'FOUND.  THE HOUSE AND THE SHED USED FOR REFERENCES ARE
 HU1459'GONE.  THERE ARE NO SAND DUNES IN THE AREA.  IT APPEARS THAT
 HU1459'THE AREA WAS LEVELED OFF WHEN THE FENWICK ISLAND, U.S. NAVY TOWER
 HU1459'WAS BUILT ON THE SITE.  THIS TOWER HAS BEEN DISMANTLED AND
 HU1459'ALL THAT REMAINS IS THE FOUR CONCRETE BASES OF THE LEGS OF
 HU1459'THE TOWER.  A C AND GS BENCH MARK DISK STAMPED K 28 1962 IS
 HU1459'CEMENTED FLUSH IN A DRILL HOLE IN THE CONCRETE BASE OF THE
 HU1459'SOUTHWEST LEG.  A PLAIN DISK, STAMPED OR 1 FENWICK 1966, IS
 HU1459'SET IN THE TOP OF A 4 INCH TILE, PROJECTING ABOUT 10 INCHES,
 HU1459'AND IN THE APPROXIMATE CENTER OF THE CONCRETE BASES.
 HU1459'
 HU1459'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1459'1.5 MILES NORTH OF THE DELAWARE-MARYLAND STATE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AA9235 ***********************************************************************
 AA9235  PACS        -  This is a Primary Airport Control Station.
 AA9235  DESIGNATION -  ILG ARP
 AA9235  PID         -  AA9235
 AA9235  STATE/COUNTY-  DE/NEW CASTLE
 AA9235  COUNTRY     -  US
 AA9235  USGS QUAD   -  WILMINGTON SOUTH (2016)
 AA9235
 AA9235                         *CURRENT SURVEY CONTROL
 AA9235  ______________________________________________________________________
 AA9235* NAD 83(2011) POSITION- 39 40 42.34010(N) 075 36 25.71308(W)   ADJUSTED
 AA9235* NAD 83(2011) ELLIP HT-   -12.119 (meters)        (06/27/12)   ADJUSTED
 AA9235* NAD 83(2011) EPOCH   -  2010.00
 AA9235* NAVD 88 ORTHO HEIGHT -    20.90  (meters)       68.6   (feet) GPS OBS
 AA9235  ______________________________________________________________________
 AA9235  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AA9235  GEOID HEIGHT    -        -33.040 (meters)                     GEOID96
 AA9235  GEOID HEIGHT    -        -33.029 (meters)                     GEOID18
 AA9235  NAD 83(2011) X  -  1,221,859.488 (meters)                     COMP
 AA9235  NAD 83(2011) Y  - -4,761,292.534 (meters)                     COMP
 AA9235  NAD 83(2011) Z  -  4,050,562.219 (meters)                     COMP
 AA9235  LAPLACE CORR    -         -1.80  (seconds)                    DEFLEC18
 AA9235
 AA9235  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9235  Standards:
 AA9235         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9235            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9235  -------------------------------------------------------------------
 AA9235  NETWORK    1.29   3.00           0.56   0.49   1.53     -0.09291208
 AA9235  -------------------------------------------------------------------
 AA9235  Click here for local accuracies and other accuracy information.
 AA9235
 AA9235.This mark is at New Castle County Airport (ILG)
 AA9235
 AA9235.The horizontal coordinates were established by GPS observations
 AA9235.and adjusted by the National Geodetic Survey in June 2012.
 AA9235
 AA9235.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9235.been affixed to the stable North American tectonic plate. See 
 AA9235.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9235
 AA9235.The horizontal coordinates are valid at the epoch date displayed above
 AA9235.which is a decimal equivalence of Year/Month/Day.
 AA9235
 AA9235.The orthometric height was determined by GPS observations and a
 AA9235.high-resolution geoid model.
 AA9235
 AA9235.GPS derived orthometric heights for airport stations designated as
 AA9235.PACS or SACS are published to 2 decimal places.  This maintains
 AA9235.centimeter relative accuracy between the PACS and SACS.  It does
 AA9235.not indicate centimeter accuracy relative to other marks which are
 AA9235.part of the published vertical control network.
 AA9235
 AA9235.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9235.GEOID18 height accuracy estimate available here.
 AA9235
 AA9235.Click photographs - Photos may exist for this station.
 AA9235
 AA9235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9235
 AA9235.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9235
 AA9235.The ellipsoidal height was determined by GPS observations
 AA9235.and is referenced to NAD 83.
 AA9235
 AA9235. The following values were computed from the NAD 83(2011) position.
 AA9235
 AA9235;                    North         East     Units Scale Factor Converg.
 AA9235;SPC DE       -   186,342.765   183,658.566   MT  0.99999829   -0 07 17.8
 AA9235;SPC DE       -   611,359.55    602,553.15   sFT  0.99999829   -0 07 17.8
 AA9235;UTM  18      - 4,392,242.985   447,932.028   MT  0.99963338   -0 23 15.6
 AA9235
 AA9235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9235!SPC DE       -   1.00000190  x   0.99999829  =   1.00000019
 AA9235!UTM  18      -   1.00000190  x   0.99963338  =   0.99963528
 AA9235
 AA9235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4793292242(NAD 83)
 AA9235
 AA9235                          SUPERSEDED SURVEY CONTROL
 AA9235
 AA9235  NAD 83(2007)-  39 40 42.34041(N)    075 36 25.71402(W) AD(2002.00) 0
 AA9235  ELLIP H (02/10/07)  -12.112  (m)                       GP(2002.00)    
 AA9235  ELLIP H (08/09/02)  -12.115  (m)                       GP(       ) 4 2
 AA9235  NAD 83(1991)-  39 40 42.34087(N)    075 36 25.71375(W) AD(       ) B
 AA9235  ELLIP H (03/24/98)  -12.058  (m)                       GP(       ) 4 1
 AA9235  NAD 83(1993)-  39 40 42.34082(N)    075 36 25.71373(W) AD(       ) B
 AA9235  ELLIP H (11/22/95)  -12.053  (m)                       GP(       ) 1 1
 AA9235  NAVD 88 (11/22/95)   20.86   (m)  GEOID93  model used  GPS OBS        
 AA9235
 AA9235.Superseded values are not recommended for survey control.
 AA9235
 AA9235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9235.See file dsdata.pdf to determine how the superseded data were derived.
 AA9235
 AA9235_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9235_STAMPING: ARP 1952 1962
 AA9235_MARK LOGO: CGS
 AA9235_PROJECTION: FLUSH
 AA9235_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9235+STABILITY: SURFACE MOTION
 AA9235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9235+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2014
 AA9235
 AA9235  HISTORY     - Date     Condition        Report By
 AA9235  HISTORY     - 1952     MONUMENTED       CGS
 AA9235  HISTORY     - 19940615 GOOD             NGS
 AA9235  HISTORY     - 19940902 GOOD             NGS
 AA9235  HISTORY     - 19961016 GOOD             NGS
 AA9235  HISTORY     - 20011203 GOOD             NGS
 AA9235  HISTORY     - 20140707 GOOD             AME
 AA9235
 AA9235                          STATION DESCRIPTION
 AA9235
 AA9235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AA9235'THE STATION IS LOCATED IN THE APPROXIMATE CENTER OF THE GREATER
 AA9235'WILMINGTON-NEW CASTLE COUNTY AIRPORT IN THE AREA BOUNDED BY THE THREE
 AA9235'RUNWAYS.  THE STATION IS LOCATED APPROXIMATELY 100 FT (30.5 M) NORTH
 AA9235'OF THE VORTAC DQO AND ABOUT 160 FT (48.8 M) WEST OF THE VORTAC SERVICE
 AA9235'ROAD.  IT IS 132.1 FT (40.3 M) SOUTHWEST OF A STEEL DRAIN COVER, 104
 AA9235'FT (31.7 M) WEST OF THE SERVICE ROAD, 87.4 FT. (26.6 M) WEST-NORTHWEST
 AA9235'OF A STEEL DRAIN COVER, 82 FT (25.0 M) WEST OF THE SERVICE ROAD, 78.9
 AA9235'FT (24.0 M) NORTHWEST OF THE NORTHWEST CORNER OF THE TRANSFORMER ON
 AA9235'THE NORTHEAST SIDE OF THE VORTAC, AND 69.3 FT (21.1 M) NORTHEAST OF
 AA9235'THE MOST NORTHWESTERLY OF THE TWO RED AND WHITE STRIPPED POSTS ON THE
 AA9235'NORTHWEST SIDE OF THE VORTAC.  THE STATION IS A STANDARD TOPOGRAPHIC
 AA9235'DISK STAMPED ARP 1952/1962, SET IN THE TOP OF A CONCRETE MONUMENT THAT
 AA9235'IS SET FLUSH WITH THE GROUND.
 AA9235
 AA9235                          STATION RECOVERY (1994)
 AA9235
 AA9235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9235'THE STATION IS LOCATED AT THE GREATER WILMINGTON-NEW CASTLE COUNTY
 AA9235'AIRPORT IN THE AREA BOUNDED BY THREE RUNWAYS, ABOUT 160 FT (48.8 M)
 AA9235'WEST OF THE VORTAC SERVICE ROAD.  OWNERSHIP--NEW CASTLE COUNTY.  900
 AA9235'FRENCH STREET, WILMINGTON DE 19801-3543.  CARL STACY, MANAGER, PHONE
 AA9235'302-323-2680.
 AA9235'
 AA9235'TO REACH THE STATION FROM THE AIRPORT TERMINAL BUILDING, ENTER THE
 AA9235'GATE LOCATED 76.2 M (250.0 FT) NORTHEAST OF THE TERMINAL BUILDING.
 AA9235'PROCEED THROUGH THE GATE AND DRIVE STRAIGHT, NORTHWEST FOR 0.1 MI (0.2
 AA9235'KM) TO THE ENTRANCE TO TAXIWAY C, CONTINUE STRAIGHT, NORTHWEST ON
 AA9235'TAXIWAY C FOR 0.1 MI (0.2 KM) TO TAXIWAY B, TURN RIGHT, NORTH ON
 AA9235'TAXIWAY AND GO 0.3 MI (0.5 KM) TO THE INTERSECTION WITH RUNWAY 9-27,
 AA9235'TURN LEFT, WEST-SOUTHWEST ON RUNWAY 9-27 AND GO 0.3 MI (0.5 KM) TO THE
 AA9235'VORTAC ACCESS ROAD, TURN LEFT ON ACCESS ROAD AND GO APPROXIMATELY 150
 AA9235'FT (45.7 M) TO STATION ON THE RIGHT.
 AA9235'
 AA9235'LOCATED 133.4 FT (40.7 M) SOUTHWEST FROM A STEEL DRAIN COVER, 78.9 FT
 AA9235'(24.0 M) NORTHWEST OF THE NORTHWEST CORNER OF THE TRANSFORMER ON THE
 AA9235'NORTHEAST SIDE OF THE VORTAC, 63.9 FT (19.5 M) NORTHEAST OF THE MOST
 AA9235'NORTHWESTERLY OF TWO RED AND WHITE STRIPPED POSTS ON THE NORTHWEST
 AA9235'SIDE OF THE VORTAC, 27.4 M (89.9 FT) NORTH OF THE VORTAC BUILDING, AND
 AA9235'38.4 M (126.0 FT) WEST OF THE ACCESS ROAD.
 AA9235'
 AA9235'DESCRIBED BY KRN.
 AA9235
 AA9235                          STATION RECOVERY (1996)
 AA9235
 AA9235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9235'RECOVERED AS DESCRIBED.
 AA9235
 AA9235                          STATION RECOVERY (2001)
 AA9235
 AA9235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA9235'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA9235
 AA9235                          STATION RECOVERY (2014)
 AA9235
 AA9235'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 2014 (CPF)
 AA9235'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AA9237 ***********************************************************************
 AA9237  SACS        -  This is a Secondary Airport Control Station.
 AA9237  DESIGNATION -  ILG STA A AP
 AA9237  PID         -  AA9237
 AA9237  STATE/COUNTY-  DE/NEW CASTLE
 AA9237  COUNTRY     -  US
 AA9237  USGS QUAD   -  WILMINGTON SOUTH (2016)
 AA9237
 AA9237                         *CURRENT SURVEY CONTROL
 AA9237  ______________________________________________________________________
 AA9237* NAD 83(2011) POSITION- 39 41 18.54618(N) 075 36 07.75254(W)   ADJUSTED
 AA9237* NAD 83(2011) ELLIP HT-   -15.290 (meters)        (06/27/12)   ADJUSTED
 AA9237* NAD 83(2011) EPOCH   -  2010.00
 AA9237* NAVD 88 ORTHO HEIGHT -    17.74  (meters)       58.2   (feet) GPS OBS
 AA9237  ______________________________________________________________________
 AA9237  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AA9237  GEOID HEIGHT    -        -33.021 (meters)                     GEOID96
 AA9237  GEOID HEIGHT    -        -33.010 (meters)                     GEOID18
 AA9237  NAD 83(2011) X  -  1,222,096.171 (meters)                     COMP
 AA9237  NAD 83(2011) Y  - -4,760,493.128 (meters)                     COMP
 AA9237  NAD 83(2011) Z  -  4,051,419.542 (meters)                     COMP
 AA9237  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 AA9237
 AA9237  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9237  Standards:
 AA9237         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9237            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9237  -------------------------------------------------------------------
 AA9237  NETWORK    1.57   3.23           0.70   0.57   1.65     -0.07270105
 AA9237  -------------------------------------------------------------------
 AA9237  Click here for local accuracies and other accuracy information.
 AA9237
 AA9237.This mark is at New Castle County Airport (ILG)
 AA9237
 AA9237.The horizontal coordinates were established by GPS observations
 AA9237.and adjusted by the National Geodetic Survey in June 2012.
 AA9237
 AA9237.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9237.been affixed to the stable North American tectonic plate. See 
 AA9237.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9237
 AA9237.The horizontal coordinates are valid at the epoch date displayed above
 AA9237.which is a decimal equivalence of Year/Month/Day.
 AA9237
 AA9237.The orthometric height was determined by GPS observations and a
 AA9237.high-resolution geoid model.
 AA9237
 AA9237.GPS derived orthometric heights for airport stations designated as
 AA9237.PACS or SACS are published to 2 decimal places.  This maintains
 AA9237.centimeter relative accuracy between the PACS and SACS.  It does
 AA9237.not indicate centimeter accuracy relative to other marks which are
 AA9237.part of the published vertical control network.
 AA9237
 AA9237.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9237.GEOID18 height accuracy estimate available here.
 AA9237
 AA9237.Click photographs - Photos may exist for this station.
 AA9237
 AA9237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9237
 AA9237.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9237
 AA9237.The ellipsoidal height was determined by GPS observations
 AA9237.and is referenced to NAD 83.
 AA9237
 AA9237. The following values were computed from the NAD 83(2011) position.
 AA9237
 AA9237;                    North         East     Units Scale Factor Converg.
 AA9237;SPC DE       -   187,458.505   184,088.898   MT  0.99999812   -0 07 06.4
 AA9237;SPC DE       -   615,020.11    603,964.99   sFT  0.99999812   -0 07 06.4
 AA9237;UTM  18      - 4,393,356.308   448,367.377   MT  0.99963282   -0 23 04.4
 AA9237
 AA9237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9237!SPC DE       -   1.00000240  x   0.99999812  =   1.00000052
 AA9237!UTM  18      -   1.00000240  x   0.99963282  =   0.99963522
 AA9237
 AA9237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4836793356(NAD 83)
 AA9237
 AA9237                          SUPERSEDED SURVEY CONTROL
 AA9237
 AA9237  NAD 83(2007)-  39 41 18.54649(N)    075 36 07.75348(W) AD(2002.00) 0
 AA9237  ELLIP H (02/10/07)  -15.283  (m)                       GP(2002.00)    
 AA9237  ELLIP H (10/30/02)  -15.297  (m)                       GP(       ) 4 2
 AA9237  ELLIP H (08/19/02)  -15.258  (m)                       GP(       ) 4 2
 AA9237  NAD 83(1991)-  39 41 18.54704(N)    075 36 07.75335(W) AD(       ) 1
 AA9237  ELLIP H (04/02/98)  -15.201  (m)                       GP(       ) 4 2
 AA9237  NAD 83(1993)-  39 41 18.54699(N)    075 36 07.75333(W) AD(       ) 1
 AA9237  ELLIP H (11/30/95)  -15.196  (m)                       GP(       ) 4 2
 AA9237  NAVD 88 (11/30/95)   17.70   (m)  GEOID93  model used  GPS OBS        
 AA9237
 AA9237.Superseded values are not recommended for survey control.
 AA9237
 AA9237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9237.See file dsdata.pdf to determine how the superseded data were derived.
 AA9237
 AA9237_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9237_STAMPING: AP 1962 STA A
 AA9237_MARK LOGO: CGS
 AA9237_PROJECTION: FLUSH
 AA9237_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9237+STABILITY: SURFACE MOTION
 AA9237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9237+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2021
 AA9237
 AA9237  HISTORY     - Date     Condition        Report By
 AA9237  HISTORY     - 1962     MONUMENTED       CGS
 AA9237  HISTORY     - 19940615 GOOD             NGS
 AA9237  HISTORY     - 19940814 GOOD             NGS
 AA9237  HISTORY     - 19961016 GOOD             NGS
 AA9237  HISTORY     - 20011203 GOOD             NGS
 AA9237  HISTORY     - 20140707 GOOD             AME
 AA9237  HISTORY     - 20210712 GOOD             WRA
 AA9237
 AA9237                          STATION DESCRIPTION
 AA9237
 AA9237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AA9237'THE STATION IS LOCATED IN THE NORTHERN SECTION OF THE GREATER
 AA9237'WILMINGTON-NEW CASTLE COUNTY AIRPORT, NEAR RUNWAY END 19.  IT IS 109.2
 AA9237'FEET (33.3 M) SOUTHEAST OF THE CENTER OF A 4X4 CONCRETE DRAIN, 50.8
 AA9237'FEET (15.5 M) WEST OF THE WEST EDGE OF THE RUNWAY, 26.6 FEET (8.1 M)
 AA9237'NORTH OF THE NORTHEDGE OF THE TAXIWAY 75.5 FEET (23.0 M) EAST OF THE
 AA9237'CENTER OF A 2 FOOT (0.6 M) DIAMETER CIRCULAR DRAIN.  A STANDARD
 AA9237'TOPOGRAPHIC DISK SET IN THE TOP OF AN 8 INCH CONCRETE POST FLUSH WITH
 AA9237'THE GROUND AND STAMPED AP 1962 STA A.
 AA9237
 AA9237                          STATION RECOVERY (1994)
 AA9237
 AA9237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9237'THE STATION IS LOCATED AT THE GREATER WILMINGTON-NEW CASTLE COUNTY
 AA9237'AIRPORT IN THE NORTHERN SECTION OF THE AIRPORT, NEAR RUNWAY END 19.
 AA9237'OWNERSHIP--NEW CASTLE COUNTY.  900 FRENCH STREET, WILMINGTON DE
 AA9237'19801-3543.  CARL STACY, MANAGER, PHONE 302-323-2680.
 AA9237'
 AA9237'TO REACH THE STATION FROM THE AIRPORT TERMINAL BUILDING, ENTER THE
 AA9237'GATE LOCATED 76.2 M (250.0 FT) NORTHEAST OF THE TERMINAL BUILDING.
 AA9237'PROCEED THROUGH THE GATE AND DRIVE STRAIGHT, NORTHWEST FOR 0.1 MI (0.2
 AA9237'KM) TO THE ENTRANCE TO TAXIWAY C, CONTINUE STRAIGHT, NORTHWEST ON
 AA9237'TAXIWAY C FOR 0.1 MI (0.2 KM) TO TAXIWAY B, TURN RIGHT, NORTH ON
 AA9237'TAXIWAY B AND GO 0.8 MI (1.3 KM) TO RUNWAY END 19, CROSS THE RUNWAY
 AA9237'END AND GO 0.1 MI (0.2 KM) TO STATION ON THE RIGHT AT AN ABANDONED
 AA9237'TAXIWAY.
 AA9237'
 AA9237'LOCATED 109.2 FT (33.3 M) SOUTHEAST FROM THE CENTER OF A 4 BY 4 FT
 AA9237'(1.2 M) CONCRETE DRAIN, 75.5 FT (23.0 M) EAST FROM THE CENTER OF A 2
 AA9237'FT (0.6 M) DIAMETER CIRCULAR DRAIN, 50.8 FT (15.5 M) WEST FROM THE
 AA9237'WEST EDGE OF THE RUNWAY, 26.6 FT (8.1 M) NORTH OF THE NORTH EDGE OF
 AA9237'THE TAXIWAY, AND 40.8 FT (12.4 M) WEST OF THE FIRST THRESHOLD LIGHT ON
 AA9237'THE WEST SIDE OF THE RUNWAY.
 AA9237'
 AA9237'DESCRIBED BY KRN.
 AA9237
 AA9237                          STATION RECOVERY (1996)
 AA9237
 AA9237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9237'RECOVERED AS DESCRIBED.
 AA9237
 AA9237                          STATION RECOVERY (2001)
 AA9237
 AA9237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA9237'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA9237
 AA9237                          STATION RECOVERY (2014)
 AA9237
 AA9237'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 2014 (CPF)
 AA9237'RECOVERED IN GOOD CONDITION.
 AA9237
 AA9237                          STATION RECOVERY (2021)
 AA9237
 AA9237'RECOVERY NOTE BY WHIGMAN AND REQUARDT ASSOCIATES 2021 (JS)
 AA9237'NEW CASTLE AIRPORT IS OWNED BY THE DELAWARE RIVER AND BAY AUTHORITY.
 AA9237'CALL (302)5716165 IN ADVANCE.  THEY WOULD LIKE ABOUT 1 WEEK NOTICE FOR
 AA9237'OCCUPATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AA9236 ***********************************************************************
 AA9236  SACS        -  This is a Secondary Airport Control Station.
 AA9236  DESIGNATION -  ILG STA B AP
 AA9236  PID         -  AA9236
 AA9236  STATE/COUNTY-  DE/NEW CASTLE
 AA9236  COUNTRY     -  US
 AA9236  USGS QUAD   -  WILMINGTON SOUTH (2016)
 AA9236
 AA9236                         *CURRENT SURVEY CONTROL
 AA9236  ______________________________________________________________________
 AA9236* NAD 83(2011) POSITION- 39 40 09.58490(N) 075 36 15.66918(W)   ADJUSTED
 AA9236* NAD 83(2011) ELLIP HT-   -10.687 (meters)        (06/27/12)   ADJUSTED
 AA9236* NAD 83(2011) EPOCH   -  2010.00
 AA9236* NAVD 88 ORTHO HEIGHT -    22.38  (meters)       73.4   (feet) GPS OBS
 AA9236  ______________________________________________________________________
 AA9236  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AA9236  GEOID HEIGHT    -        -33.064 (meters)                     GEOID96
 AA9236  GEOID HEIGHT    -        -33.054 (meters)                     GEOID18
 AA9236  NAD 83(2011) X  -  1,222,251.949 (meters)                     COMP
 AA9236  NAD 83(2011) Y  - -4,761,858.783 (meters)                     COMP
 AA9236  NAD 83(2011) Z  -  4,049,785.586 (meters)                     COMP
 AA9236  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 AA9236
 AA9236  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA9236  Standards:
 AA9236         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA9236            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA9236  -------------------------------------------------------------------
 AA9236  NETWORK    1.49   3.21           0.65   0.56   1.64     -0.08737816
 AA9236  -------------------------------------------------------------------
 AA9236  Click here for local accuracies and other accuracy information.
 AA9236
 AA9236.This mark is at New Castle County Airport (ILG)
 AA9236
 AA9236.The horizontal coordinates were established by GPS observations
 AA9236.and adjusted by the National Geodetic Survey in June 2012.
 AA9236
 AA9236.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA9236.been affixed to the stable North American tectonic plate. See 
 AA9236.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA9236
 AA9236.The horizontal coordinates are valid at the epoch date displayed above
 AA9236.which is a decimal equivalence of Year/Month/Day.
 AA9236
 AA9236.The orthometric height was determined by GPS observations and a
 AA9236.high-resolution geoid model.
 AA9236
 AA9236.GPS derived orthometric heights for airport stations designated as
 AA9236.PACS or SACS are published to 2 decimal places.  This maintains
 AA9236.centimeter relative accuracy between the PACS and SACS.  It does
 AA9236.not indicate centimeter accuracy relative to other marks which are
 AA9236.part of the published vertical control network.
 AA9236
 AA9236.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA9236.GEOID18 height accuracy estimate available here.
 AA9236
 AA9236.Click photographs - Photos may exist for this station.
 AA9236
 AA9236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9236
 AA9236.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA9236
 AA9236.The ellipsoidal height was determined by GPS observations
 AA9236.and is referenced to NAD 83.
 AA9236
 AA9236. The following values were computed from the NAD 83(2011) position.
 AA9236
 AA9236;                    North         East     Units Scale Factor Converg.
 AA9236;SPC DE       -   185,332.055   183,895.813   MT  0.99999819   -0 07 11.3
 AA9236;SPC DE       -   608,043.58    603,331.51   sFT  0.99999819   -0 07 11.3
 AA9236;UTM  18      - 4,391,231.554   448,164.495   MT  0.99963308   -0 23 08.9
 AA9236
 AA9236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9236!SPC DE       -   1.00000168  x   0.99999819  =   0.99999987
 AA9236!UTM  18      -   1.00000168  x   0.99963308  =   0.99963476
 AA9236
 AA9236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4816491231(NAD 83)
 AA9236
 AA9236                          SUPERSEDED SURVEY CONTROL
 AA9236
 AA9236  NAD 83(2007)-  39 40 09.58521(N)    075 36 15.67013(W) AD(2002.00) 0
 AA9236  ELLIP H (02/10/07)  -10.681  (m)                       GP(2002.00)    
 AA9236  ELLIP H (10/30/02)  -10.698  (m)                       GP(       ) 4 2
 AA9236  ELLIP H (08/19/02)  -10.655  (m)                       GP(       ) 4 2
 AA9236  NAD 83(1991)-  39 40 09.58571(N)    075 36 15.66999(W) AD(       ) 1
 AA9236  ELLIP H (04/02/98)  -10.598  (m)                       GP(       ) 4 2
 AA9236  NAD 83(1993)-  39 40 09.58566(N)    075 36 15.66997(W) AD(       ) 1
 AA9236  ELLIP H (11/30/95)  -10.593  (m)                       GP(       ) 4 2
 AA9236  NAVD 88 (11/30/95)   22.34   (m)  GEOID93  model used  GPS OBS        
 AA9236
 AA9236.Superseded values are not recommended for survey control.
 AA9236
 AA9236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9236.See file dsdata.pdf to determine how the superseded data were derived.
 AA9236
 AA9236_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA9236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9236_STAMPING: AP 1962 STA B
 AA9236_MARK LOGO: CGS
 AA9236_PROJECTION: FLUSH
 AA9236_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9236+STABILITY: SURFACE MOTION
 AA9236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9236+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 AA9236
 AA9236  HISTORY     - Date     Condition        Report By
 AA9236  HISTORY     - 1962     MONUMENTED       CGS
 AA9236  HISTORY     - 19940615 GOOD             NGS
 AA9236  HISTORY     - 19940814 GOOD             NGS
 AA9236  HISTORY     - 19961016 GOOD             NGS
 AA9236  HISTORY     - 20011203 GOOD             NGS
 AA9236
 AA9236                          STATION DESCRIPTION
 AA9236
 AA9236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 AA9236'THIS STATION IS LOCATED IN THE SOUTHERN SECTION OF THE GREATER
 AA9236'WILMINGTON-NEW CASTLE COUNTY AIRPORT, NEAR RUNWAY END 1.  IT IS 62.6
 AA9236'FEET (19.1 M) SOUTH OF THE CENTER HOLE IN A CONCRETE SEWER COVER, NEAR
 AA9236'THE TAXIWAY, 50.0 FEET (15.2 M) WEST OF THE WEST EDGE OF THE RUNWAY,
 AA9236'15.6 FEET (4.8 M) NORTHWEST OF THE WESTERLY LIGHT OF THE THRESHOLD
 AA9236'LIGHT BAR, 8.2 FEET (2.5 M) NORTH OF THE NORTH EDGE OF THE CONCRETE
 AA9236'THRESHOLD LIGHT BAR EXTENDED.  A STANDARD TOPOGRAPHIC DISK SET IN THE
 AA9236'TOP OF AN 8 INCH CONCRETE POST FLUSH WITH THE GROUND AND STAMPED AP
 AA9236'1962 STA B.
 AA9236
 AA9236                          STATION RECOVERY (1994)
 AA9236
 AA9236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RAH)
 AA9236'THE STATION IS LOCATED AT THE GREATER WILMINGTON-NEW CASTLE COUNTY
 AA9236'AIRPORT IN THE SOUTHERN SECTION OF THE AIRPORT, NEAR RUNWAY END 1.
 AA9236'OWNERSHIP--NEW CASTLE COUNTY.  900 FRENCH STREET, WILMINGTON DE
 AA9236'19801-3543.  CARL STACY, MANAGER, PHONE 302-323-2680.
 AA9236'
 AA9236'TO REACH THE STATION FROM GATE LOCATED 76.2 M (250.0 FT) NORTHEAST OF
 AA9236'THE TERMINAL BUILDING, PROCEED THROUGH THE GATE AND GO STRAIGHT,
 AA9236'NORTHWEST FOR 0.1 MI (0.2 KM) TO TAXIWAY A, TURN LEFT, SOUTHWEST AND
 AA9236'GO 0.3 MI (0.5 KM) ON TAXIWAY A TO TAXIWAY E, TURN LEFT, SOUTH ON
 AA9236'TAXIWAY E AND GO 0.25 MI (0.40 KM) TO THE RUNWAY END 1, CROSS THE
 AA9236'RUNWAY END AND GO APPROXIMATELY 100 FT (30.5 M) TO THE STATION ON THE
 AA9236'LEFT OF TAXIWAY L.
 AA9236'
 AA9236'LOCATED 62.6 FT (19.1 M) SOUTH FROM THE CENTER HOLE IN A CONCRETE
 AA9236'SEWER COVER, NEAR THE TAXIWAY, 50.0 FT (15.2 M) WEST OF THE WEST EDGE
 AA9236'OF THE RUNWAY, 15.6 FT (4.8 M) NORTHWEST OF THE WESTERLY LIGHT OF THE
 AA9236'THRESHOLD LIGHT BAR, 8.2 FT (2.5 M) NORTH OF THE NORTH EDGE OF THE
 AA9236'CONCRETE THRESHOLD LIGHT BAR EXTENDED.
 AA9236'
 AA9236'DESCRIBED BY KRN.
 AA9236
 AA9236                          STATION RECOVERY (1996)
 AA9236
 AA9236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AA9236'RECOVERED AS DESCRIBED.
 AA9236
 AA9236                          STATION RECOVERY (2001)
 AA9236
 AA9236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA9236'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1383 ***********************************************************************
 HU1383  DESIGNATION -  INDIAN
 HU1383  PID         -  HU1383
 HU1383  STATE/COUNTY-  DE/SUSSEX
 HU1383  COUNTRY     -  US
 HU1383  USGS QUAD   -  BETHANY BEACH (2016)
 HU1383
 HU1383                         *CURRENT SURVEY CONTROL
 HU1383  ______________________________________________________________________
 HU1383* NAD 83(1991) POSITION- 38 35 24.70581(N) 075 06 44.91328(W)   ADJUSTED
 HU1383* NAVD 88 ORTHO HEIGHT -     0.7   (meters)        2.    (feet) VERTCON3
 HU1383  ______________________________________________________________________
 HU1383  GEOID HEIGHT    -        -35.748 (meters)                     GEOID18
 HU1383  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 HU1383  HORZ ORDER      -  SECOND
 HU1383
 HU1383.The horizontal coordinates were established by classical geodetic methods
 HU1383.and adjusted by the National Geodetic Survey in January 1992.
 HU1383
 HU1383.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1383
 HU1383.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1383.GEOID18 height accuracy estimate available here.
 HU1383
 HU1383.Click photographs - Photos may exist for this station.
 HU1383
 HU1383.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1383
 HU1383. The following values were computed from the NAD 83(1991) position.
 HU1383
 HU1383;                    North         East     Units Scale Factor Converg.
 HU1383;SPC DE       -    65,556.539   226,502.173   MT  1.00000365   +0 11 23.1
 HU1383;SPC DE       -   215,080.08    743,115.88   sFT  1.00000365   +0 11 23.1
 HU1383;UTM  18      - 4,271,307.796   490,204.581   MT  0.99960118   -0 04 12.6
 HU1383
 HU1383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1383!SPC DE       -   1.00000550  x   1.00000365  =   1.00000915
 HU1383!UTM  18      -   1.00000550  x   0.99960118  =   0.99960668
 HU1383
 HU1383:                Primary Azimuth Mark                     Grid Az
 HU1383:SPC DE       -  LEGION                                   093 39 41.2
 HU1383:UTM  18      -  LEGION                                   093 55 16.9
 HU1383
 HU1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9020471307(NAD 83)
 HU1383
 HU1383|---------------------------------------------------------------------|
 HU1383| PID    Reference Object                     Distance      Geod. Az  |
 HU1383|                                                           dddmmss.s |
 HU1383| HU1393 BURTONS IS EAST HOUSE CHIMNEY       APPROX. 3.4 KM 0422407.4 |
 HU1383| HU1390 INDIAN R INLET TRAILER PARK TK      APPROX. 3.7 KM 0630123.1 |
 HU1383| HU1394 INDIAN RIVER COAST GUARD TOWER      APPROX. 4.8 KM 0640533.6 |
 HU1383| HU1388 QUILLEN POINT FLAGPOLE              APPROX. 3.2 KM 0934032.0 |
 HU1383| HU1389 LEGION                              APPROX. 3.2 KM 0935104.3 |
 HU1383| DC7416 INDIAN RM 3                          28.248 METERS 18645     |
 HU1383| DC7414 INDIAN RM 1                          12.700 METERS 21653     |
 HU1383| DC7417 INDIAN RM 4                          23.140 METERS 28442     |
 HU1383| DC7415 INDIAN RM 2                           9.495 METERS 29933     |
 HU1383| HU1419 HIGGINS HOUSE WEST CHIMNEY          APPROX. 3.1 KM 3261906.9 |
 HU1383| HU1379 WHITE HOUSE GREY ROOF S GABLE       APPROX. 3.1 KM 3513042.2 |
 HU1383|---------------------------------------------------------------------|
 HU1383
 HU1383                          SUPERSEDED SURVEY CONTROL
 HU1383
 HU1383  NAD 83(1986)-  38 35 24.69023(N)    075 06 44.92977(W) AD(       ) 2
 HU1383  NAD 27      -  38 35 24.28371(N)    075 06 46.27484(W) AD(       ) 2
 HU1383  NGVD 29 (07/19/86)    0.9    (m)            3.     (f) VERT ANG       
 HU1383
 HU1383.Superseded values are not recommended for survey control.
 HU1383
 HU1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1383.See file dsdata.pdf to determine how the superseded data were derived.
 HU1383
 HU1383_MARKER: DS = TRIANGULATION STATION DISK
 HU1383_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HU1383_STAMPING: INIDAN 1934
 HU1383_MARK LOGO: CGS
 HU1383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1383
 HU1383  HISTORY     - Date     Condition        Report By
 HU1383  HISTORY     - 1934     MONUMENTED       CGS
 HU1383  HISTORY     - 1943     GOOD             CGS
 HU1383  HISTORY     - 1958     GOOD             CGS
 HU1383  HISTORY     - 1959     GOOD             CGS
 HU1383  HISTORY     - 1961     GOOD             CGS
 HU1383  HISTORY     - 1962     GOOD             CGS
 HU1383
 HU1383                          STATION DESCRIPTION
 HU1383
 HU1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1383'ON THE SE SHORE OF INDIAN RIVER BAY AT THE NE EXTREMITY OF
 HU1383'WHITE NECK, ABOUT 1 MILE NW FROM THE MOUTH OF WHITE CREEK.  THE
 HU1383'STATION IS SET IN FIRM MARSH GROUND ON A SMALL BUT PROMINENT
 HU1383'MARSH AND SAND POINT, ON THE NW SIDE OF WHICH A FEW SMALL
 HU1383'PINE TREES ARE GROWING.  AN OLD EARTH FORT, CIRCULAR IN SHAPE
 HU1383'AND OVERGROWN WITH TALL TREES, LIES ABOUT 70 METERS S OF THE
 HU1383'STATION AT THE N EDGE OF THE HIGHER AND CULTIVATED GROUND.
 HU1383'
 HU1383'THE STATION MARK IS ABOUT 11 METERS E OF THE EASTERN
 HU1383'EXTREMITY OF THE BARE SAND WHICH EXTENDS ALONG THE NW SIDE OF
 HU1383'THE POINT, AND 60 METERS SE FROM THE NE EXTREMITY OF THE
 HU1383'POINT.  A LONE 4-FOOT SAND DUNE COVERED WITH SMALL BUSHES
 HU1383'LIES ABOUT 27 METERS NW OF THE STATION.
 HU1383'
 HU1383'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN A TILE,
 HU1383'
 HU1383'THE STATION IS BEST REACHED BY WATER.
 HU1383
 HU1383                          STATION RECOVERY (1943)
 HU1383
 HU1383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1383'RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING DISCREPANCIES--
 HU1383'
 HU1383'STATION INDIAN TO REFERENCE MARK 1 IS 12.698 M. (41.66 FT.).
 HU1383'
 HU1383'STATION INDIAN TO REFERENCE MARK 2 IS 9.500 M. (31.16 FT.).
 HU1383'
 HU1383'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 14.859 M. (48.75 FT.).
 HU1383
 HU1383                          STATION RECOVERY (1958)
 HU1383
 HU1383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 HU1383'STATION WAS RECOVERED AS DESCRIBED WITH CONSIDERABLE
 HU1383'DIFFICULTY.  THE STATION MARK IS NOW FLUSH AT THE W EDGE OF
 HU1383'THE BRUSHY AREA, 66 PACES N OF A PAIR OF FORKED POLES.  WE
 HU1383'PUT AN IRON PIPE AND TWO WOOD STAKES AROUND THE MARK.
 HU1383'
 HU1383'R. M. NO 1 WAS NOT RECOVERED.
 HU1383'
 HU1383'R. M. NO 2 WAS FOUND 92 FT. SSW OF THE STATION PROJECTING
 HU1383'2 FT.  IT IS BELIEVED THIS MARK IS OUT OF POSITION AS IT WAS
 HU1383'LAYING ON ITS SIDE AT ONE TIME AND ITS POSITION DOES NOT CHECK
 HU1383'WITH ANYTHING.
 HU1383'
 HU1383'REACHED FROM THE JCT. OF ROUTES 14 AND 26 IN BETHANY BEACH
 HU1383'AS FOLLOWS--GO W. ON 26 3.5 MILES, TURN RIGHT, N, AT
 HU1383'THE JOHN A. BISHOP LUMBER AND BOAT CO. AND GO 1.5 MILES AND
 HU1383'TURN LEFT WITH THE BLACKTOP, CONTINUE 0.4 MILES AND TURN
 HU1383'RIGHT, N, ON A SAND ROAD.  GO 0.4 MILE TO ROAD FORKS, TAKE RIGHT
 HU1383'FORK, NE, GO 0.4 MILE TO A LANE TO A WHITEHOUSE, KEEP RIGHT
 HU1383'STRAIGHT AHEAD FOR 0.5 MILE TO A WHITE SHINGLE HOUSE, BEAR LEFT
 HU1383'BETWEEN THE CORN CRIB AND GARAGE AND GO 0.2 MILE TO END OF
 HU1383'ROAD AT WATERS EDGE AND THE STATION TO THE NNE.
 HU1383'
 HU1383'TWO NEW REFERENCE MARKS SHOULD BE ESTABLISHED.  THIS CAN
 HU1383'BE DONE FROM STATION WHITE 1934 OR FROM HIGGINS HOUSE WEST CHIMNEY.
 HU1383
 HU1383                          STATION RECOVERY (1959)
 HU1383
 HU1383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WER)
 HU1383'STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 HU1383'CONDITION EXCEPT FOR THE FOLLOWING.  IT IS 92 FEET SOUTH OF
 HU1383'THE EAST-WEST SHORE LINE AND 92 FEET WEST OF THE NORTH-SOUTH
 HU1383'SHORE LINE.
 HU1383'
 HU1383'REFERENCE MARK NO. 1 WAS NOT RECOVERED.
 HU1383'
 HU1383'REFERENCE MARK NO. 2 WAS DESTROYED.
 HU1383'
 HU1383'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE
 HU1383'ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 HU1383'
 HU1383'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 26 IN
 HU1383'BETHANY BEACH, GO WEST ON HIGHWAY 26 FOR 3.8 MILES TO A PAVED
 HU1383'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON PAVED ROAD FOR 2
 HU1383'MILES TO A SAND SIDE ROAD RIGHT.  TURN RIGHT ON SAND ROAD AND GO
 HU1383'0.4 MILE TO A FORK.  TAKE RIGHT FORK AND GO 0.4 MILE TO A LANE
 HU1383'LEADING TO A WHITE HOUSE.  CONTINUE STRAIGHT AHEAD FOR 0.5 MILE
 HU1383'TO A WHITE HOUSE ON THE LEFT.  BEAR LEFT, PASSING BETWEEN CORN CRIB
 HU1383'AND SCREENED-IN BUILDING, ON FIELD ROAD FOR 0.1 MILE TO A
 HU1383'FORK.  TAKE RIGHT FORK AND GO 0.15 MILE TO END OF ROAD AT
 HU1383'SHORE LINE AND STATION.
 HU1383'
 HU1383'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED INDIAN NO 3 1934,
 HU1383'IS SET IN CONCRETE AT THE CENTER OF A 12-INCH TERRACOTTA PIPE
 HU1383'WHICH IS SURROUNDED BY A MASS OF CONCRETE AND PROJECTS 5
 HU1383'INCHES.  IT IS 83 FEET WEST OF THE NORTH-SOUTH SHORE LINE.
 HU1383'
 HU1383'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED INDIAN NO 4 1934,
 HU1383'IS SET IN CONCRETE AT THE CENTER OF A 12-INCH TERRACOTTA PIPE
 HU1383'WHICH IS SURROUNDED BY A MASS OF CONCRETE AND PROJECTS 2
 HU1383'INCHES.  IT IS 55 FEET SOUTH OF THE EAST-WEST SHORE LINE.
 HU1383
 HU1383                          STATION RECOVERY (1961)
 HU1383
 HU1383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 HU1383'STATION AND R.M.S 3 AND 4 WERE RECOVERED IN GOOD
 HU1383'CONDITION.  R.M.1 WAS FOUND DESTROYED.  THE STATION WAS
 HU1383'STAMPED INDIAN 1934 AND THE R.M.S WERE STAMPED INDIAN NO 3 1934
 HU1383'AND INDIAN NO 4 1934.  THE PREVIOUS RECOVERY NOTE BY W.E.R. IN
 HU1383'1959 IS COMPLETE AND ADEQUATE.
 HU1383
 HU1383                          STATION RECOVERY (1962)
 HU1383
 HU1383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1383'THE STATION, REFERENCE MARKS 3 AND 4 WERE RECOVERED AND
 HU1383'FOUND TO BE IN GOOD CONDITION.
 HU1383'
 HU1383'NOTE--A NEW TO REACH FOLLOWS--
 HU1383'
 HU1383'TO REACH THE STATION FROM THE POST OFFICE IN DAGSBORO,
 HU1383'DELAWARE, GO SOUTH ON MAIN STREET AND STATE HIGHWAY 26 FOR
 HU1383'0.2 MILE TO A SIDE ROAD LEFT,(WHICH IS STATE HIGHWAY 26) TURN
 HU1383'LEFT AND GO EAST ON STATE HIGHWAY 26 FOR 2.3 MILES TO Y-FORK
 HU1383'INTERSECTION, TAKE RIGHT FORK WHICH IS STATE HIGHWAY 26 FOR
 HU1383'1.55 MILES TO A CROSSROAD, CONTINUE EAST ON STATE HIGHWAY
 HU1383'26 FOR 1.55 MILES TO A REVERSE Y-FORK INTERSECTION AND THE
 HU1383'ST. GEORGES METHODIST CHURCH ON THE RIGHT, TURN LEFT AND GO
 HU1383'EASTERLY ON STATE HIGHWAY 26 FOR 0.35 MILE TO A SIDE ROAD
 HU1383'LEFT, TURN LEFT AND GO NORTHERLY ASPHALT ROAD FOR 1.0 MILE
 HU1383'TO A CROSSROAD, TURN RIGHT AND GO EASTERLY ON ASPHALT ROAD
 HU1383'FOR 0.75 MILE TO A FORK AND SIGN INDIAN RIVER VIEW 1 MILE,
 HU1383'TAKE LEFT FORK AND GO NORTHERLY ON ASPHALT ROAD FOR 0.4 MILE
 HU1383'TO A SIDE SAND ROAD RIGHT, TURN RIGHT AND GO 0.4 MILE TO A
 HU1383'CROSSROAD, CONTINUE STRAIGHT AHEAD ON SAND ROAD FOR 0.5
 HU1383'MILE TO A WHITE HOUSE, HERE CONTINUE BY PASSING BETWEEN THE
 HU1383'CHICKEN HOUSE AND THE CORN CRIB ON FIELD ROAD FOR 0.25 MILE
 HU1383'TO THE SHORE LINE, TURN LEFT AND GO NORTH FOR 0.05 MILE TO THE
 HU1383'STATION AS DESCRIBED.
 HU1383'
 HU1383'STATION IS A STANDARD DISK SET IN THE TOP OF A 8-INCH
 HU1383'TILE PIPE FILLED WITH CONCRETE WHICH IS FLUSH WITH THE SURFACE
 HU1383'OF THE GROUND, STAMPED INDIAN 1934.  IT IS 89.5 FEET EAST
 HU1383'OF THE WEST SHORE LINE, 87.0 FEET SOUTH OF THE SOUTH SHORE
 HU1383'LINE, 2.4 FEET EAST-SOUTHEAST OF A STANDARD METAL WITNESS
 HU1383'POST AND MARKER AND 1.5 FEET SOUTH-SOUTHWEST OF A 2-INCH
 HU1383'IRON PIPE WHICH PROJECTS ABOUT 30 INCHES ABOVE THE SURFACE OF
 HU1383'THE GROUND.
 HU1383'
 HU1383'REFERENCE MARK 3, IS A STANDARD DISK SET IN THE TOP OF
 HU1383'12-INCH TILE PIPE FILLED WITH CONCRETE WHICH PROJECTS ABOUT
 HU1383'4 INCHES ABOVE THE SURFACE OF THE GROUND, STAMPED INDIAN
 HU1383'NO 3 1934.  IT IS 94.5 FEET SOUTH OF A STANDARD METAL WITNESS
 HU1383'POST AND MARKER AND 83.4 FEET WEST OF THE WEST SHORE LINE.
 HU1383'
 HU1383'REFERENCE MARK 4 IS A STANDARD DISK SET IN THE TOP OF A
 HU1383'12-INCH TILE PIPE FILLED WITH CONCRETE WHICH PROJECTS ABOUT
 HU1383'2 INCHES ABOVE THE SURFACE OF THE GROUND, STAMPED INDIAN
 HU1383'NO 4 1934.  IT IS 74.2 FEET WEST OF A STANDARD METAL WITNESS
 HU1383'POST AND MARKER AND 50.6 FEET SOUTH OF THE SHORE LINE.
 HU1383'
 HU1383'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1372 ***********************************************************************
 HU1372  DESIGNATION -  INDIAN RIVER CG CUPOLA
 HU1372  PID         -  HU1372
 HU1372  STATE/COUNTY-  DE/SUSSEX
 HU1372  COUNTRY     -  US
 HU1372  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU1372
 HU1372                         *CURRENT SURVEY CONTROL
 HU1372  ______________________________________________________________________
 HU1372* NAD 83(1991) POSITION- 38 38 01.55759(N) 075 04 01.09427(W)   ADJUSTED
 HU1372  ______________________________________________________________________
 HU1372  GEOID HEIGHT    -        -35.714 (meters)                     GEOID18
 HU1372  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 HU1372  HORZ ORDER      -  THIRD
 HU1372
 HU1372.The horizontal coordinates were established by classical geodetic methods
 HU1372.and adjusted by the National Geodetic Survey in January 1992.
 HU1372
 HU1372.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1372.GEOID18 height accuracy estimate available here.
 HU1372
 HU1372.Click photographs - Photos may exist for this station.
 HU1372
 HU1372.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1372
 HU1372. The following values were computed from the NAD 83(1991) position.
 HU1372
 HU1372;                    North         East     Units Scale Factor Converg.
 HU1372;SPC DE       -    70,407.261   230,448.342   MT  1.00000641   +0 13 06.0
 HU1372;SPC DE       -   230,994.49    756,062.60   sFT  1.00000641   +0 13 06.0
 HU1372;UTM  18      - 4,276,138.607   494,171.119   MT  0.99960042   -0 02 30.5
 HU1372
 HU1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9417176138(NAD 83)
 HU1372
 HU1372                          SUPERSEDED SURVEY CONTROL
 HU1372
 HU1372  NAD 83(1986)-  38 38 01.54086(N)    075 04 01.10827(W) AD(       ) 3
 HU1372  NAD 27      -  38 38 01.13767(N)    075 04 02.45523(W) AD(       ) 3
 HU1372  USSD        -  38 38 01.50900(N)    075 04 02.25300(W) AD(       ) 3
 HU1372
 HU1372.Superseded values are not recommended for survey control.
 HU1372
 HU1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1372.See file dsdata.pdf to determine how the superseded data were derived.
 HU1372
 HU1372_MARKER: 86 = CUPOLA
 HU1372
 HU1372  HISTORY     - Date     Condition        Report By
 HU1372  HISTORY     - 1909     FIRST OBSERVED   CGS
 HU1372  HISTORY     - 1920     GOOD             CGS
 HU1372  HISTORY     - 1934     GOOD             CGS
 HU1372  HISTORY     - 1961     GOOD             CGS
 HU1372  HISTORY     - 1961     GOOD             CGS
 HU1372  HISTORY     - 1962     POOR             CGS
 HU1372  HISTORY     - 1970     GOOD             NGS
 HU1372  HISTORY     - 19971221 GOOD             USPSQD
 HU1372  HISTORY     - 20060524 GOOD             GEOCAC
 HU1372
 HU1372                          STATION DESCRIPTION
 HU1372
 HU1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (ES)
 HU1372'OBSERVED FROM MIDWAY, MASSEY AND MUSTARD.  ACCURATE
 HU1372'OBSERVATIONS ON THIS.
 HU1372
 HU1372                          STATION RECOVERY (1920)
 HU1372
 HU1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920 (HAS)
 HU1372'NOT DESCRIBED, BUT TOWER ON MAIN BUILDING USED AS HYDROGRAPHIC
 HU1372'SIGNAL IN 1920.  THE TOWER IS THE MOST PROMINENT FEATURE OF
 HU1372'THE STATION AND IT IS PRESUMED THIS IS THE POINT LOCATED.
 HU1372
 HU1372                          STATION RECOVERY (1934)
 HU1372
 HU1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1372'STATION RECOVERED IN GOOD CONDITION AND APPARENTLY IN PLACE.  THE
 HU1372'CENTER OF THE LOOKOUT CUPOLA ON TOP THE ROOF OF THE MAIN
 HU1372'COAST GUARD BUILDING.
 HU1372
 HU1372                          STATION RECOVERY (1961)
 HU1372
 HU1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 HU1372'THERE IS NO ORIGINAL DESCRIPTION, BUT ACCORDING TO THE G.P.S
 HU1372'PUBLISHED FOR THIS STATION AND FOR INDIAN RIVER LIFE SAVING
 HU1372'STATION, THEY ARE THE SAME.  STATION IS THE CUPOLA OR LOOKOUT
 HU1372'TOWER WHICH IS THE HIGHEST PART OF THE INDIAN RIVER INLET
 HU1372'COAST GUARD STATION, WHICH IS LOCATED ABOUT 1.8 MILES NORTH
 HU1372'OF INDIAN RIVER INLET.
 HU1372
 HU1372                          STATION RECOVERY (1961)
 HU1372
 HU1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 HU1372'STATION RECOVERED IN GOOD CONDITION.  THE STATION IS THE CENTER
 HU1372'OF THE CUPOLA ATOP THE MAIN BUILDING AT THE INDIAN RIVER
 HU1372'COAST GUARD STATION.  THE STATION IS LOCATED ABOUT 1.5 MILES
 HU1372'NORTH OF INDIAN RIVER INLET, ALONG THE EAST SIDE OF STATE
 HU1372'HIGHWAY 14.
 HU1372
 HU1372                          STATION RECOVERY (1962)
 HU1372
 HU1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1372'THE STATION WAS RECOVERED IN VERY POOR CONDITION DUE TO THE
 HU1372'STORM IN MARCH 7, 1962.  THIS STATION IS EXPECTED TO BE TORN
 HU1372'DOWN IN THE NEAR FUTURE.
 HU1372
 HU1372                          STATION RECOVERY (1970)
 HU1372
 HU1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1372'STATION RECOVERED IN FAIR CONDITION.  THE 1961 RECOVERY NOTE
 HU1372'BY E.T.J. IS ADEQUATE.  THE COAST GUARD PROPERTY IS NOW USED
 HU1372'BY THE PARK SERVICE.  NO CHANGES HAVE BEEN MADE WITH THE
 HU1372'BUILDING OR CUPOLA.
 HU1372'
 HU1372'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1372'1.8 MILES N OF INDIAN RIVER INLET.
 HU1372
 HU1372                          STATION RECOVERY (1997)
 HU1372
 HU1372'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU1372'RECOVERED IN GOOD CONDITION.
 HU1372
 HU1372                          STATION RECOVERY (2006)
 HU1372
 HU1372'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU1372'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1408 ***********************************************************************
 HU1408  DESIGNATION -  IRON
 HU1408  PID         -  HU1408
 HU1408  STATE/COUNTY-  DE/SUSSEX
 HU1408  COUNTRY     -  US
 HU1408  USGS QUAD   -  FRANKFORD (2016)
 HU1408
 HU1408                         *CURRENT SURVEY CONTROL
 HU1408  ______________________________________________________________________
 HU1408* NAD 83(1991) POSITION- 38 35 10.60413(N) 075 09 14.65221(W)   ADJUSTED
 HU1408* NAVD 88 ORTHO HEIGHT -     2.2   (meters)        7.    (feet) VERTCON3
 HU1408  ______________________________________________________________________
 HU1408  GEOID HEIGHT    -        -35.752 (meters)                     GEOID18
 HU1408  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC18
 HU1408  HORZ ORDER      -  SECOND
 HU1408
 HU1408.The horizontal coordinates were established by classical geodetic methods
 HU1408.and adjusted by the National Geodetic Survey in January 1992.
 HU1408
 HU1408.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1408
 HU1408.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1408.GEOID18 height accuracy estimate available here.
 HU1408
 HU1408.Click photographs - Photos may exist for this station.
 HU1408
 HU1408.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1408
 HU1408. The following values were computed from the NAD 83(1991) position.
 HU1408
 HU1408;                    North         East     Units Scale Factor Converg.
 HU1408;SPC DE       -    65,110.528   222,879.581   MT  1.00000144   +0 09 49.6
 HU1408;SPC DE       -   213,616.79    731,230.76   sFT  1.00000144   +0 09 49.6
 HU1408;UTM  18      - 4,270,878.394   486,581.456   MT  0.99960222   -0 05 45.9
 HU1408
 HU1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1408!SPC DE       -   1.00000527  x   1.00000144  =   1.00000671
 HU1408!UTM  18      -   1.00000527  x   0.99960222  =   0.99960749
 HU1408
 HU1408:                Primary Azimuth Mark                     Grid Az
 HU1408:SPC DE       -  LUNGO                                    342 29 21.4
 HU1408:UTM  18      -  LUNGO                                    342 44 56.9
 HU1408
 HU1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8658170878(NAD 83)
 HU1408
 HU1408|---------------------------------------------------------------------|
 HU1408| PID    Reference Object                     Distance      Geod. Az  |
 HU1408|                                                           dddmmss.s |
 HU1408| HU1419 HIGGINS HOUSE WEST CHIMNEY          APPROX. 3.6 KM 0322012.2 |
 HU1408| DC7425 IRON RM 2                            13.945 METERS 11033     |
 HU1408| DC7424 IRON RM 1                            11.807 METERS 19130     |
 HU1408| HU1425 MILLSBORO MUNICIPAL TANK            APPROX.12.2 KM 2723107.9 |
 HU1408| HU1415 DARK TWO STORY HOUSE SW GABLE       APPROX. 3.1 KM 2835527.8 |
 HU1408| HU1418 SPEARS BATHHOUSE SOUTH GABLE        APPROX. 2.0 KM 3030436.7 |
 HU1408| HU1412 CENTER CONICAL RED ROOF FLAG        APPROX. 2.0 KM 3054643.5 |
 HU1408| HU1413 DOCK CENTER SUMMERHOUSE FLAG        APPROX. 1.9 KM 3055236.0 |
 HU1408| HU1411 OAK ORCHARD EAST HOUSE W GABLE      APPROX. 1.9 KM 3200243.2 |
 HU1408| HU1410 LUNGO                               APPROX. 1.7 KM 3423911.0 |
 HU1408|---------------------------------------------------------------------|
 HU1408
 HU1408                          SUPERSEDED SURVEY CONTROL
 HU1408
 HU1408  NAD 83(1986)-  38 35 10.58979(N)    075 09 14.66894(W) AD(       ) 2
 HU1408  NAD 27      -  38 35 10.18334(N)    075 09 16.01370(W) AD(       ) 2
 HU1408  NGVD 29 (07/19/86)    2.4    (m)            8.     (f) VERT ANG       
 HU1408
 HU1408.Superseded values are not recommended for survey control.
 HU1408
 HU1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1408.See file dsdata.pdf to determine how the superseded data were derived.
 HU1408
 HU1408_MARKER: DS = TRIANGULATION STATION DISK
 HU1408_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HU1408_STAMPING: IRON 1934
 HU1408_MARK LOGO: CGS
 HU1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1408
 HU1408  HISTORY     - Date     Condition        Report By
 HU1408  HISTORY     - 1934     MONUMENTED       CGS
 HU1408  HISTORY     - 1943     GOOD             CGS
 HU1408  HISTORY     - 1961     GOOD             CGS
 HU1408  HISTORY     - 1962     GOOD             CGS
 HU1408  HISTORY     - 1974     GOOD             LOCENG
 HU1408
 HU1408                          STATION DESCRIPTION
 HU1408
 HU1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1408'LOCATED ON THE S BANK OF INDIAN RIVER ON WHITE NECK ON THE
 HU1408'PROMINENT WOODED POINT MIDWAY BETWEEN IRONS LANE LANDING AND
 HU1408'THE MOUTH OF BLACKWATER CREEK.  THE STATION IS SET NEAR THE
 HU1408'CENTRAL PART OF THE POINT IN THE OUTER FRINGE OF SMALL PINES
 HU1408'AND CEDARS AND ABOUT 28 METERS S FROM THE HIGH-WATER LINE.  A
 HU1408'SMALL HOUSE IS LOCATED ABOUT 50 METERS TO SE OF THE STATION AMONG
 HU1408'LARGE TREES.  THE SOIL IS FLAT AND SANDY AND NO UNDERGROUND
 HU1408'STATION MARK COULD BE SET DUE TO THE WET CONDITION OF THE
 HU1408'GROUND AT TIME OF MARKING THE STATION.
 HU1408'
 HU1408'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 HU1408'A TILE.
 HU1408'
 HU1408'THE STATION IS BEST REACHED BY WATER.
 HU1408
 HU1408                          STATION RECOVERY (1943)
 HU1408
 HU1408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1408'RECOVERED AS DESCRIBED WITH THE FOLLOWING DISCREPANCIES--
 HU1408'
 HU1408'1.  REFERENCE MARK 1 IS 38.78 FEET OR 11.819 METERS SW OF
 HU1408'THE STATION.
 HU1408'
 HU1408'2.  REFERENCE MARK 2 IS 45.73 FEET OR 13.939 METERS E OF THE
 HU1408'STATION.
 HU1408'
 HU1408'3.  FROM REFERENCE MARK 1 TO REFERENCE MARK 2 IT IS 55.09
 HU1408'FEET OR 16.792 METERS.
 HU1408'
 HU1408'4.  THE OLD HOUSE REFERRED TO IN THE ORIGINAL DESCRIPTION HAS
 HU1408'BEEN TORN DOWN.
 HU1408
 HU1408                          STATION RECOVERY (1961)
 HU1408
 HU1408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 HU1408'STATION AND R.M. 1 WERE RECOVERED IN GOOD CONDITION.  R.M. 2
 HU1408'APPEARS TO HAVE BEEN HIT BY SOME VEHICLE AND IS TILTED
 HU1408'NORTHWARD.
 HU1408'
 HU1408'THE STATION IS STAMPED IRON 1934 AND THE R.M.S ARE STAMPED
 HU1408'IRON NO 1 1934 AND IRON NO 2 1934.  THE PREVIOUS RECOVERY
 HU1408'NOTE BY F.L.C. IN 1943 IS COMPLETE AND ADEQUATE.
 HU1408
 HU1408                          STATION RECOVERY (1962)
 HU1408
 HU1408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1408'NOTE--THIS STATION WAS NOT OCCUPIED ON THIS DATE.
 HU1408'
 HU1408'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE
 HU1408'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE
 HU1408'MARK NO. 2 IS LEANING TO THE WEST.  IT IS SOLID AND IN GOOD
 HU1408'CONDITION.  A NEW TO REACH THE STATION AND ADDITIONAL NOTES
 HU1408'ARE IN THE FOLLOWING.
 HU1408'
 HU1408'THE STATION MARK IS 55.0 FEET SOUTH OF A 4-INCH PINE TREE,
 HU1408'39.0 FEET EAST OF THE SHORE LINE, 32.4 FEET WEST OF AN 8-INCH
 HU1408'PINE TREE WITH A TRIANGULAR BLAZE AND THE MARK PROJECTS
 HU1408'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 HU1408'
 HU1408'REFERENCE MARK NO. 1 IS 48.2 FEET WEST-SOUTHWEST OF AN
 HU1408'8-INCH TRIANGULAR BLAZED PINE TREE, 38.78 FEET, 11.820 METERS
 HU1408'EAST OF THE STATION AND PROJECTS ABOUT 2 INCHES ABOVE THE
 HU1408'SURFACE OF THE GROUND.  THE MONUMENT IS LEANING TO THE
 HU1408'WEST, BUT IN GOOD CONDITION.
 HU1408'
 HU1408'REFERENCE MARK NO. 2 IS 21.4 FEET EAST-SOUTHEAST OF A 10-INCH
 HU1408'TRIANGULAR BLAZED PINE TREE, 45.09 FEET, 13.744 METERS
 HU1408'SOUTH-SOUTHWEST OF THE STATION AND THE MARK PROJECTS ABOUT
 HU1408'1 INCH ABOVE THE SURFACE OF THE GROUND.
 HU1408'
 HU1408'54.61 FEET AND 16.646 METERS BETWEEN REFERENCE MARK
 HU1408'NO. 1 AND NO. 2.
 HU1408'
 HU1408'TO REACH THE STATION FROM THE POST OFFICE IN DAGSBORO,
 HU1408'DELAWARE.  GO SOUTH ON MAIN STREET AND STATE HIGHWAY 26 FOR
 HU1408'0.2 MILE, THENCE TURN LEFT AND GO EAST ON STATE HIGHWAY 26
 HU1408'FOR 2.3 MILES TO A Y-FORK INTERSECTION.  TAKE THE RIGHT HAND
 HU1408'FORK AND GO SOUTH-SOUTHEAST ON STATE HIGHWAY 26 FOR 1.55 MILES
 HU1408'TO A CROSSROAD.  CONTINUE EAST ON STATE HIGHWAY 26 FOR 1.55
 HU1408'MILES TO A REVERSE Y-FORK INTERSECTION, ST GEORGES METHODIST
 HU1408'CHURCH ON THE RIGHT, WEST, SIDE OF THE HIGHWAY AT THE WEST
 HU1408'EDGE OF CLARKSVILLE, DELAWARE.  TAKE THE LEFT HAND FORK AND
 HU1408'CONTINUE EAST ON HIGHWAY 26 FOR 0.4 MILE TO A SIDE ROAD
 HU1408'LEFT.  TURN LEFT AND GO NORTH ON A MACADAM ROAD FOR 1.05
 HU1408'MILES TO A CROSSROAD.  CONTINUE NORTH ON THE MACADAM ROAD FOR
 HU1408'0.9 MILE TO A FARM ROAD ON THE LEFT.  TURN LEFT AND GO
 HU1408'WEST ON THE FARMROAD FOR 0.05 MILE TO A FARM HOUSE AND A
 HU1408'TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO
 HU1408'NORTH-NORTHWEST ON A FARM ROAD, PASSING BETWEEN THE FARM
 HU1408'HOUSE AND A CHICKEN HOUSE, AND FOLLOW THE TRACK ROAD THROUGH
 HU1408'THE WOODS FOR 0.25 MILE TO A TRIPLE FORKS AT THE CORNER
 HU1408'OF WOODS AND A CULTIVATED FIELD.  TAKE THE MIDDLE ONE OF THREE
 HU1408'FORKS AND GO NORTH-NORTHWEST ON THE WOODS ROAD FOR
 HU1408'0.35 MILE TO THE EDGE OF WOODS, THE SANDY BEACH AND
 HU1408'THE STATION ON THE LEFT, WEST, SIDE OF THE WOODS
 HU1408'ROAD.
 HU1408
 HU1408                          STATION RECOVERY (1974)
 HU1408
 HU1408'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 HU1408'RECOVERED BY GILBERT INC.
 HU1408'
 HU1408'STATION FOUND IN GOOD CONDITION BURIED ABOUT TWO FEET BELOW
 HU1408'SURFACE.
 HU1408'
 HU1408'RM 1 FOUND IN GOOD CONDITION ABOVE GROUND.
 HU1408'
 HU1408'RM 2 WAS DESTROYED BY BRUSH CUTTING IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1453 ***********************************************************************
 HU1453  DESIGNATION -  ISLAND
 HU1453  PID         -  HU1453
 HU1453  STATE/COUNTY-  DE/SUSSEX
 HU1453  COUNTRY     -  US
 HU1453  USGS QUAD   -  ASSAWOMAN BAY (2016)
 HU1453
 HU1453                         *CURRENT SURVEY CONTROL
 HU1453  ______________________________________________________________________
 HU1453* NAD 83(1991) POSITION- 38 28 14.84407(N) 075 04 02.79266(W)   ADJUSTED
 HU1453* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 HU1453  ______________________________________________________________________
 HU1453  GEOID HEIGHT    -        -35.892 (meters)                     GEOID18
 HU1453  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 HU1453  HORZ ORDER      -  THIRD
 HU1453
 HU1453.The horizontal coordinates were established by classical geodetic methods
 HU1453.and adjusted by the National Geodetic Survey in January 1992.
 HU1453
 HU1453.The orthometric height was scaled from a topographic map.
 HU1453
 HU1453.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1453.GEOID18 height accuracy estimate available here.
 HU1453
 HU1453.Click photographs - Photos may exist for this station.
 HU1453
 HU1453.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1453
 HU1453. The following values were computed from the NAD 83(1991) position.
 HU1453
 HU1453;                    North         East     Units Scale Factor Converg.
 HU1453;SPC DE       -    52,315.653   230,475.988   MT  1.00000643   +0 13 02.1
 HU1453;SPC DE       -   171,638.94    756,153.30   sFT  1.00000643   +0 13 02.1
 HU1453;SPC MD       -    91,045.973   568,633.539   MT  0.99997468   +1 12 46.6
 HU1453;SPC MD       -   298,706.66  1,865,591.87   sFT  0.99997468   +1 12 46.6
 HU1453;UTM  18      - 4,258,054.404   494,116.791   MT  0.99960043   -0 02 31.0
 HU1453
 HU1453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1453!SPC DE       -   1.00000551  x   1.00000643  =   1.00001194
 HU1453!SPC MD       -   1.00000551  x   0.99997468  =   0.99998019
 HU1453!UTM  18      -   1.00000551  x   0.99960043  =   0.99960594
 HU1453
 HU1453:                Primary Azimuth Mark                     Grid Az
 HU1453:SPC DE       -  MILLERS CREEK                            358 22 20.5
 HU1453:SPC MD       -  MILLERS CREEK                            357 22 36.0
 HU1453:UTM  18      -  MILLERS CREEK                            358 37 53.6
 HU1453
 HU1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9411658054(NAD 83)
 HU1453
 HU1453|---------------------------------------------------------------------|
 HU1453| PID    Reference Object                     Distance      Geod. Az  |
 HU1453|                                                           dddmmss.s |
 HU1453| HU1384 POLE AT BEND OF CANAL               APPROX. 4.9 KM 0031543.5 |
 HU1453| HU1400 ADEES RED ROOFED HOUSE CHIMNEY      APPROX. 8.2 KM 0073142.8 |
 HU1453| DC7426 ISLAND RM                            13.570 METERS 15545     |
 HU1453| HU1461 MILLERS CREEK                       APPROX. 2.9 KM 3583522.6 |
 HU1453|---------------------------------------------------------------------|
 HU1453
 HU1453                          SUPERSEDED SURVEY CONTROL
 HU1453
 HU1453  NAD 83(1986)-  38 28 14.82590(N)    075 04 02.81538(W) AD(       ) 3
 HU1453  NAD 27      -  38 28 14.42525(N)    075 04 04.16414(W) AD(       ) 3
 HU1453  USSD        -  38 28 14.69900(N)    075 04 03.93400(W) AD(       ) 3
 HU1453
 HU1453.Superseded values are not recommended for survey control.
 HU1453
 HU1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1453.See file dsdata.pdf to determine how the superseded data were derived.
 HU1453
 HU1453_MARKER: DS = TRIANGULATION STATION DISK
 HU1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1453_MARK LOGO: CGS
 HU1453_PROJECTION: PROJECTING 10 CENTIMETERS
 HU1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1453+STABILITY: SURFACE MOTION
 HU1453
 HU1453  HISTORY     - Date     Condition        Report By
 HU1453  HISTORY     - 1909     MONUMENTED       CGS
 HU1453  HISTORY     - 1934     MARK NOT FOUND   CGS
 HU1453  HISTORY     - 1942     SEE DESCRIPTION  CGS
 HU1453  HISTORY     - 1961     POOR             CGS
 HU1453
 HU1453                          STATION DESCRIPTION
 HU1453
 HU1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (ES)
 HU1453'THIS IS ON A SMALL ISLAND IN LITTLE ASSAWOMAN BAY A LITTLE N
 HU1453'OF THE LINE BETWEEN FENWICK LIGHTHOUSE AND RODGERS 2.  THE
 HU1453'ISLAND IS ABOUT HALF MARSH AND HALF HAMMOCK LAND.  THE
 HU1453'STATION IS ON THE N SIDE.
 HU1453'
 HU1453'STATION IS MARKED WITH A BEER BOTTLE SET IN CEMENT 3 FEET
 HU1453'BELOW SURFACE, ABOVE WHICH IS CEMENT POST 15 INCHES IN
 HU1453'DIAMETER WITH COPPER TRIANGULATION MARK FASTENED IN 1-INCH
 HU1453'GALVANIZED-IRON PIPE 18 INCHES LONG.
 HU1453'
 HU1453'REFERENCE MARK IS CEMENT POST FINISHED 8 INCHES SQUARE WITH
 HU1453'BOTTLE MARKING CENTER.
 HU1453
 HU1453                          STATION RECOVERY (1934)
 HU1453
 HU1453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1453'NO TRACE OF STATION OR REFERENCE MARKS COULD BE FOUND AFTER
 HU1453'AN EXTENSIVE SEARCH IN THE VICINITY.  THE ISLAND ON WHICH THE
 HU1453'STATION IS SET IS COVERED WITH A DENSE GROWTH OF BRUSH AND
 HU1453'MARSH GRASS.  IT IS POSSIBLE THAT THE STATION MIGHT BE
 HU1453'RECOVERED BY USING A PLANE-TABLE TO OBTAIN ITS EXACT
 HU1453'LOCATION.
 HU1453'
 HU1453'EVERY SMALL ISLAND IN THE VICINITY WAS SEARCHED OVER IN
 HU1453'ORDER TO MAKE CERTAIN THE STATION WAS NOT MISSED.
 HU1453
 HU1453                          STATION RECOVERY (1942)
 HU1453
 HU1453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HU1453'THE FOLLOWING DISCREPANCIES WERE NOTED IN THE FIELD WITH THE
 HU1453'ORIGINAL DESCRIPTION--
 HU1453'
 HU1453'(1) DELETE A LITTLE N OF LINE BETWEEN FENWICK LIGHTHOUSE
 HU1453'AND RODGERS 2.  RODGERS 2 IS LOST.
 HU1453'
 HU1453'(2) REFERENCE MARK IS LOCATED 44.17 FEET SE OF STATION, NOT
 HU1453'44.5 FEET.
 HU1453'
 HU1453'THE STATION IS LOCATED ON THE N SIDE OF A SMALL HALF MARSH
 HU1453'AND HALF HUMMOCK ISLAND IN LITTLE ASSAWOMAN BAY, 30 FEET N
 HU1453'OF THE N WALL OF THE PINEY CEDAR GUNNING CLUBS CHARLES CABIN,
 HU1453'10 FEET N OF A NAIL IN A BLAZED 6-INCH OAK TREE, AND ABOUT
 HU1453'60 FEET E OF THE WESTERN SHORE.  THE STATION IS A BRONZE
 HU1453'DISK TRIANGULATION STATION, NOT STAMPED, SET IN THE TOP OF A
 HU1453'15-INCH IN DIAMETER CONCRETE MONUMENT, WHICH EXTENDS 4 INCHES
 HU1453'ABOVE THE GROUND.  THE STATION IS IN GOOD CONDITION, EXCEPT
 HU1453'FOR A SLIGHT TILT.
 HU1453'
 HU1453'REFERENCE MARK NO. 1 IS LOCATED 44.17 FEET ESE OF THE
 HU1453'STATION.  THE MARK IS THE CENTER OF A BOTTLE SET FLUSH WITH
 HU1453'THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT, WHICH IS FLUSH
 HU1453'WITH THE GROUND.  THE MARK IS IN GOOD CONDITION.
 HU1453
 HU1453                          STATION RECOVERY (1961)
 HU1453
 HU1453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HU1453'THE STATION WAS RECOVERED AS DESCRIBED BY W.D.P. IN
 HU1453'1942.  THE MARK IS TILTED SLIGHTLY.  THE REFERENCE MARK WAS
 HU1453'NOT RECOVERED BUT IS PROBABLY INTACT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0845 ***********************************************************************
 HU0845  DESIGNATION -  J 11
 HU0845  PID         -  HU0845
 HU0845  STATE/COUNTY-  DE/KENT
 HU0845  COUNTRY     -  US
 HU0845  USGS QUAD   -  HARRINGTON (2016)
 HU0845
 HU0845                         *CURRENT SURVEY CONTROL
 HU0845  ______________________________________________________________________
 HU0845* NAD 83(2011) POSITION- 38 56 24.89883(N) 075 35 16.09469(W)   ADJUSTED
 HU0845* NAD 83(2011) ELLIP HT-   -17.857 (meters)        (12/20/17)   ADJUSTED
 HU0845* NAD 83(2011) EPOCH   -  2010.00
 HU0845* NAVD 88 ORTHO HEIGHT -    17.193 (meters)       56.41  (feet) ADJUSTED
 HU0845  ______________________________________________________________________
 HU0845  GEOID HEIGHT    -        -35.056 (meters)                     GEOID18
 HU0845  NAD 83(2011) X  -  1,236,387.449 (meters)                     COMP
 HU0845  NAD 83(2011) Y  - -4,811,159.407 (meters)                     COMP
 HU0845  NAD 83(2011) Z  -  3,987,148.677 (meters)                     COMP
 HU0845  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 HU0845  DYNAMIC HEIGHT  -         17.183 (meters)       56.37  (feet) COMP
 HU0845  MODELED GRAVITY -    980,046.4   (mgal)                       NAVD 88
 HU0845
 HU0845  VERT ORDER      -  SECOND    CLASS 0
 HU0845
 HU0845  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU0845  Standards:
 HU0845         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU0845            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU0845  -------------------------------------------------------------------
 HU0845  NETWORK    0.75   0.80           0.33   0.28   0.41     -0.03770258
 HU0845  -------------------------------------------------------------------
 HU0845  Click here for local accuracies and other accuracy information.
 HU0845
 HU0845.The horizontal coordinates were established by GPS observations
 HU0845.and adjusted by the MASER CONSULTING in December 2017.
 HU0845
 HU0845.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU0845.been affixed to the stable North American tectonic plate. See 
 HU0845.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU0845
 HU0845.The horizontal coordinates are valid at the epoch date displayed above
 HU0845.which is a decimal equivalence of Year/Month/Day.
 HU0845
 HU0845.The orthometric height was determined by differential leveling and
 HU0845.adjusted by the NATIONAL GEODETIC SURVEY
 HU0845.in June 1991.
 HU0845
 HU0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0845.GEOID18 height accuracy estimate available here.
 HU0845
 HU0845.Click photographs - Photos may exist for this station.
 HU0845
 HU0845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU0845
 HU0845.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU0845
 HU0845.The ellipsoidal height was determined by GPS observations
 HU0845.and is referenced to NAD 83.
 HU0845
 HU0845.The dynamic height is computed by dividing the NAVD 88
 HU0845.geopotential number by the normal gravity value computed on the
 HU0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0845.degrees latitude (g = 980.6199 gals.).
 HU0845
 HU0845.The modeled gravity was interpolated from observed gravity values.
 HU0845
 HU0845. The following values were computed from the NAD 83(2011) position.
 HU0845
 HU0845;                    North         East     Units Scale Factor Converg.
 HU0845;SPC DE       -   104,386.194   185,162.590   MT  0.99999771   -0 06 27.2
 HU0845;SPC DE       -   342,473.70    607,487.60   sFT  0.99999771   -0 06 27.2
 HU0845;UTM  18      - 4,310,310.298   449,058.043   MT  0.99963195   -0 22 10.0
 HU0845
 HU0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0845!SPC DE       -   1.00000280  x   0.99999771  =   1.00000051
 HU0845!UTM  18      -   1.00000280  x   0.99963195  =   0.99963475
 HU0845
 HU0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4905810310(NAD 83)
 HU0845
 HU0845                          SUPERSEDED SURVEY CONTROL
 HU0845
 HU0845  NGVD 29 (11/26/84)   17.435  (m)           57.20   (f) ADJUSTED    2 0
 HU0845
 HU0845.Superseded values are not recommended for survey control.
 HU0845
 HU0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0845.See file dsdata.pdf to determine how the superseded data were derived.
 HU0845
 HU0845_MARKER: DB = BENCH MARK DISK
 HU0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0845_STAMPING: J 11 1942
 HU0845_MARK LOGO: CGS
 HU0845_PROJECTION: FLUSH
 HU0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0845+STABILITY: SURFACE MOTION
 HU0845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0845+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2011
 HU0845
 HU0845  HISTORY     - Date     Condition        Report By
 HU0845  HISTORY     - 1942     MONUMENTED       CGS
 HU0845  HISTORY     - 1964     MARK NOT FOUND   CGS
 HU0845  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0845  HISTORY     - 19910903 MARK NOT FOUND   USGS
 HU0845  HISTORY     - 20100507 GOOD             BECMOR
 HU0845  HISTORY     - 20111115 GOOD             DELCOS
 HU0845
 HU0845                          STATION DESCRIPTION
 HU0845
 HU0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0845'0.9 MI NW FROM HARRINGTON.
 HU0845'0.9 MILE NORTHWEST ALONG A MACADAM ROAD FROM THE HIGH SCHOOL AT
 HU0845'HARRINGTON, KENT COUNTY, AT THE JUNCTION OF A DIRT ROAD LEADING
 HU0845'TO A TWO STORY WHITE HOUSE, 27.5 FEET NORTHEAST OF THE CENTERLINE
 HU0845'OF THE MACADAM ROAD, 17 FEET NORTHWEST OF THE CENTERLINE OF THE
 HU0845'DIRT ROAD, 4.3 FEET NORTH OF THE SOUTH CORNER OF A WIRE FENCE,
 HU0845'AND 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 HU0845'DISK, STAMPED J 11 1942 AND SET IN THE TOP OF A CONCRETE POST.
 HU0845
 HU0845                          STATION RECOVERY (1964)
 HU0845
 HU0845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HU0845'MARK NOT FOUND.
 HU0845
 HU0845                          STATION RECOVERY (1981)
 HU0845
 HU0845'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0845'MARK NOT FOUND.
 HU0845
 HU0845                          STATION RECOVERY (1991)
 HU0845
 HU0845'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 HU0845'MARK NOT FOUND.
 HU0845
 HU0845                          STATION RECOVERY (2010)
 HU0845
 HU0845'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 HU0845'RECOVERED IN GOOD CONDITION.
 HU0845
 HU0845                          STATION RECOVERY (2011)
 HU0845
 HU0845'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 HU0845'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1133 ***********************************************************************
 JU1133  DESIGNATION -  J 13
 JU1133  PID         -  JU1133
 JU1133  STATE/COUNTY-  DE/KENT
 JU1133  COUNTRY     -  US
 JU1133  USGS QUAD   -  DOVER (2016)
 JU1133
 JU1133                         *CURRENT SURVEY CONTROL
 JU1133  ______________________________________________________________________
 JU1133* NAD 83(1986) POSITION- 39 09 49.     (N) 075 30 51.     (W)   SCALED
 JU1133* NAVD 88 ORTHO HEIGHT -     7.599 (meters)       24.93  (feet) ADJUSTED
 JU1133  ______________________________________________________________________
 JU1133  GEOID HEIGHT    -        -34.391 (meters)                     GEOID18
 JU1133  DYNAMIC HEIGHT  -          7.595 (meters)       24.92  (feet) COMP
 JU1133  MODELED GRAVITY -    980,088.2   (mgal)                       NAVD 88
 JU1133
 JU1133  VERT ORDER      -  SECOND    CLASS 0
 JU1133
 JU1133.This mark is at Chandelle Estates Airport (0N4)
 JU1133
 JU1133.The horizontal coordinates were scaled from a map and have
 JU1133.an estimated accuracy of +/- 6 seconds.
 JU1133
 JU1133.The orthometric height was determined by differential leveling and
 JU1133.adjusted by the NATIONAL GEODETIC SURVEY
 JU1133.in June 1991.
 JU1133
 JU1133.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1133.GEOID18 height accuracy estimate available here.
 JU1133
 JU1133.Click photographs - Photos may exist for this station.
 JU1133
 JU1133.The dynamic height is computed by dividing the NAVD 88
 JU1133.geopotential number by the normal gravity value computed on the
 JU1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1133.degrees latitude (g = 980.6199 gals.).
 JU1133
 JU1133.The modeled gravity was interpolated from observed gravity values.
 JU1133
 JU1133;                    North         East    Units  Estimated Accuracy
 JU1133;SPC DE       -   129,170.      191,570.      MT  (+/- 180 meters Scaled)
 JU1133
 JU1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ555350(NAD 83)
 JU1133
 JU1133                          SUPERSEDED SURVEY CONTROL
 JU1133
 JU1133  NGVD 29 (11/26/84)    7.833  (m)           25.70   (f) ADJUSTED    2 0
 JU1133
 JU1133.Superseded values are not recommended for survey control.
 JU1133
 JU1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1133.See file dsdata.pdf to determine how the superseded data were derived.
 JU1133
 JU1133_MARKER: DB = BENCH MARK DISK
 JU1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1133_STAMPING: J 13 1942
 JU1133_MARK LOGO: CGS
 JU1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1133+STABILITY: SURFACE MOTION
 JU1133
 JU1133  HISTORY     - Date     Condition        Report By
 JU1133  HISTORY     - 1942     MONUMENTED       CGS
 JU1133  HISTORY     - 1963     MARK NOT FOUND   CGS
 JU1133  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1133
 JU1133                          STATION DESCRIPTION
 JU1133
 JU1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JU1133'AT DOVER.
 JU1133'AT DOVER, KENT COUNTY, NEAR THE INTERSECTION OF STATE HIGHWAY 8
 JU1133'AND STATE HIGHWAY 113, AT DOVER AIRPORT, 194 FEET EAST OF THE
 JU1133'CENTERLINE OF STATE HIGHWAY 113, 32 FEET NORTH OF THE CENTERLINE
 JU1133'OF STATE HIGHWAY 8, IN THE GRASSY PLOT OF GROUND DIRECTLY IN FRONT
 JU1133'OF THE HANGAR, 50.8 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 JU1133'HANGAR, AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  A STANDARD
 JU1133'DISK, STAMPED J 13 1942 AND SET IN THE TOP OF A CONCRETE POST.
 JU1133
 JU1133                          STATION RECOVERY (1963)
 JU1133
 JU1133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU1133'MARK NOT FOUND.
 JU1133
 JU1133                          STATION RECOVERY (1981)
 JU1133
 JU1133'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1133'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1053 ***********************************************************************
 JU1053  DESIGNATION -  J 2
 JU1053  PID         -  JU1053
 JU1053  STATE/COUNTY-  DE/KENT
 JU1053  COUNTRY     -  US
 JU1053  USGS QUAD   -  FREDERICA (2016)
 JU1053
 JU1053                         *CURRENT SURVEY CONTROL
 JU1053  ______________________________________________________________________
 JU1053* NAD 83(1986) POSITION- 39 03 26.     (N) 075 23 56.     (W)   SCALED
 JU1053* NAVD 88 ORTHO HEIGHT -     0.984 (meters)        3.23  (feet) ADJUSTED
 JU1053  ______________________________________________________________________
 JU1053  GEOID HEIGHT    -        -34.917 (meters)                     GEOID18
 JU1053  DYNAMIC HEIGHT  -          0.984 (meters)        3.23  (feet) COMP
 JU1053  MODELED GRAVITY -    980,065.6   (mgal)                       NAVD 88
 JU1053
 JU1053  VERT ORDER      -  FIRST     CLASS I
 JU1053
 JU1053.The horizontal coordinates were scaled from a map and have
 JU1053.an estimated accuracy of +/- 6 seconds.
 JU1053
 JU1053.The orthometric height was determined by differential leveling and
 JU1053.adjusted by the NATIONAL GEODETIC SURVEY
 JU1053.in June 1991.
 JU1053
 JU1053.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1053.GEOID18 height accuracy estimate available here.
 JU1053
 JU1053.Click photographs - Photos may exist for this station.
 JU1053
 JU1053.The dynamic height is computed by dividing the NAVD 88
 JU1053.geopotential number by the normal gravity value computed on the
 JU1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1053.degrees latitude (g = 980.6199 gals.).
 JU1053
 JU1053.The modeled gravity was interpolated from observed gravity values.
 JU1053
 JU1053;                    North         East    Units  Estimated Accuracy
 JU1053;SPC DE       -   117,360.      201,540.      MT  (+/- 180 meters Scaled)
 JU1053
 JU1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ654232(NAD 83)
 JU1053
 JU1053                          SUPERSEDED SURVEY CONTROL
 JU1053
 JU1053  NGVD 29 (11/26/84)    1.220  (m)            4.00   (f) ADJUSTED    1 1
 JU1053
 JU1053.Superseded values are not recommended for survey control.
 JU1053
 JU1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1053.See file dsdata.pdf to determine how the superseded data were derived.
 JU1053
 JU1053_MARKER: DB = BENCH MARK DISK
 JU1053_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU1053+WITH SETTING: PAVEMENT
 JU1053_SP_SET: LIGHT BASE
 JU1053_STAMPING: 5.020 J 2 1931
 JU1053_MARK LOGO: CGS
 JU1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1053+STABILITY: SURFACE MOTION
 JU1053
 JU1053  HISTORY     - Date     Condition        Report By
 JU1053  HISTORY     - 1931     MONUMENTED       CGS
 JU1053  HISTORY     - 1963     GOOD             CGS
 JU1053  HISTORY     - 1981     GOOD             UDE
 JU1053  HISTORY     - 20020615 MARK NOT FOUND   USPSQD
 JU1053
 JU1053                          STATION DESCRIPTION
 JU1053
 JU1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1053'AT BOWERS BEACH.
 JU1053'AT BOWERS BEACH, AT THE DOCK ALONG THE NORTH BANK OF THE
 JU1053'MURDERKILL RIVER, SET ON TOP OF THE SOUTH CORNER OF THE CONCRETE
 JU1053'BASE FOR THE MURDERKILL RIVER FRONT RANGE LIGHT, 3 FEET NORTH OF
 JU1053'SOUTH EDGE OF THE DOCK, AND ABOUT 1/2 FOOT BELOW LEVEL OF DOCK
 JU1053'PLATFORM.  NOTE-- THE CORNER OF THE CONCRETE BASE APPEARS TO
 JU1053'HAVE SLIGHTLY SETTLED.  THE FOUNDATION MAY NOT BE STABLE.
 JU1053
 JU1053                          STATION RECOVERY (1981)
 JU1053
 JU1053'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1053'IT IS ON THE BASE OF THE RANGE LIGHT ONLY THEY BUILT A NEW BROAD WALK
 JU1053'OVER TOP OF IT. A LARGE CABLE RUNS DIRECTLY OVER TOP OF THE MARK AND
 JU1053'THE ENTIRE BASE IS TILTED AT A 20 DEGREE ANGLE.
 JU1053
 JU1053                          STATION RECOVERY (2002)
 JU1053
 JU1053'RECOVERY NOTE BY US POWER SQUADRON 2002 (RP)
 JU1053'AREA COVERED BY A BOARD WALK
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1450 ***********************************************************************
 JU1450  DESIGNATION -  J 21
 JU1450  PID         -  JU1450
 JU1450  STATE/COUNTY-  DE/NEW CASTLE
 JU1450  COUNTRY     -  US
 JU1450  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU1450
 JU1450                         *CURRENT SURVEY CONTROL
 JU1450  ______________________________________________________________________
 JU1450* NAD 83(1986) POSITION- 39 46 23.     (N) 075 31 43.     (W)   SCALED
 JU1450* NAVD 88 ORTHO HEIGHT -    58.097 (meters)      190.61  (feet) ADJUSTED
 JU1450  ______________________________________________________________________
 JU1450  GEOID HEIGHT    -        -32.890 (meters)                     GEOID18
 JU1450  DYNAMIC HEIGHT  -         58.071 (meters)      190.52  (feet) COMP
 JU1450  MODELED GRAVITY -    980,173.0   (mgal)                       NAVD 88
 JU1450
 JU1450  VERT ORDER      -  SECOND    CLASS 0
 JU1450
 JU1450.The horizontal coordinates were scaled from a map and have
 JU1450.an estimated accuracy of +/- 6 seconds.
 JU1450
 JU1450.The orthometric height was determined by differential leveling and
 JU1450.adjusted by the NATIONAL GEODETIC SURVEY
 JU1450.in June 1991.
 JU1450
 JU1450.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1450.GEOID18 height accuracy estimate available here.
 JU1450
 JU1450.Click photographs - Photos may exist for this station.
 JU1450
 JU1450.The dynamic height is computed by dividing the NAVD 88
 JU1450.geopotential number by the normal gravity value computed on the
 JU1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1450.degrees latitude (g = 980.6199 gals.).
 JU1450
 JU1450.The modeled gravity was interpolated from observed gravity values.
 JU1450
 JU1450;                    North         East    Units  Estimated Accuracy
 JU1450;SPC DE       -   196,840.      190,410.      MT  (+/- 180 meters Scaled)
 JU1450
 JU1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK547027(NAD 83)
 JU1450
 JU1450                          SUPERSEDED SURVEY CONTROL
 JU1450
 JU1450  NGVD 29 (11/26/84)   58.444  (m)          191.75   (f) ADJUSTED    2 0
 JU1450
 JU1450.Superseded values are not recommended for survey control.
 JU1450
 JU1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1450.See file dsdata.pdf to determine how the superseded data were derived.
 JU1450
 JU1450_MARKER: DB = BENCH MARK DISK
 JU1450_SETTING: 66 = SET IN ROCK OUTCROP
 JU1450_STAMPING: J 21 1959
 JU1450_MARK LOGO: CGS
 JU1450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU1450+STABILITY: POSITION/ELEVATION WELL
 JU1450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1450+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1990
 JU1450
 JU1450  HISTORY     - Date     Condition        Report By
 JU1450  HISTORY     - 1959     MONUMENTED       CGS
 JU1450  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1450  HISTORY     - 19900308 GOOD             NGS
 JU1450
 JU1450                          STATION DESCRIPTION
 JU1450
 JU1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1450'1 MI NE FROM WILMINGTON.
 JU1450'1.0 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JU1450'ITS OVERPASS OVER U.S. HIGHWAY 202 AT WILMINGTON, ABOUT 180
 JU1450'YARDS SOUTHWEST OF MILE POST P 73 - B 23, ABOUT 210 YARDS SOUTHWEST
 JU1450'OF CROSSING OF TALLEY ROAD, 131 YARDS NORTHEAST OF SIGNAL NO.
 JU1450'722, 10 1/2 FEET SOUTH OF SOUTH RAIL AND ON THE INSIDE OF A CURVE,
 JU1450'17 FEET WEST OF MILEAGE POLE NO. 23+7, SET VERTICALLY IN THE
 JU1450'NORTH FACE OF A 1 1/2-FOOT HIGH AND 7-FOOT WIDE LAYER OF ROCK
 JU1450'IN A ROCKY CUT AND 3 FEET ABOVE LEVEL OF TRACK.
 JU1450
 JU1450                          STATION RECOVERY (1981)
 JU1450
 JU1450'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1450'MARK NOT FOUND.
 JU1450
 JU1450                          STATION RECOVERY (1990)
 JU1450
 JU1450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU1450'AT WILMINGTON, ABOUT 198 PACES WEST ALONG THE BALTIMORE AND OHIO
 JU1450'RAILROAD FROM ITS OVERPASS OVER ROCKWOOD ROAD, SET VERTICALLY IN A 3
 JU1450'BY 7 FOOT LEDGE IN AN AREA OF OUTCROPPING BEDROCK, 27.5 M (90.22 FT)
 JU1450'SOUTHEAST OF THE SOUTHEAST LEG OF A METAL UTILITY TOWER NUMBER 13826
 JU1450'24, 13.5 M (44.29 FT) WEST-SOUTHWEST OF UTILITY POLE NUMBER 325, 6.4
 JU1450'M (21.00 FT) SOUTH OF THE NEAR RAIL, AND 0.9 M (2.95 FT) ABOVE THE
 JU1450'LEVEL OF THE TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1463 ***********************************************************************
 JU1463  DESIGNATION -  J 22
 JU1463  PID         -  JU1463
 JU1463  STATE/COUNTY-  DE/NEW CASTLE
 JU1463  COUNTRY     -  US
 JU1463  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1463
 JU1463                         *CURRENT SURVEY CONTROL
 JU1463  ______________________________________________________________________
 JU1463* NAD 83(1986) POSITION- 39 41 35.     (N) 075 35 46.     (W)   SCALED
 JU1463* NAVD 88 ORTHO HEIGHT -     7.968 (meters)       26.14  (feet) POSTED
 JU1463  ______________________________________________________________________
 JU1463  GEOID HEIGHT    -        -33.004 (meters)                     GEOID18
 JU1463  DYNAMIC HEIGHT  -          7.96  (meters)       26.1   (feet) COMP
 JU1463  MODELED GRAVITY -    980,168.0   (mgal)                       NAVD 88
 JU1463
 JU1463  VERT ORDER      -  * POSTED, SEE BELOW
 JU1463
 JU1463.The horizontal coordinates were scaled from a map and have
 JU1463.an estimated accuracy of +/- 6 seconds.
 JU1463
 JU1463.The orthometric height was determined by differential leveling
 JU1463.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU1463
 JU1463.* This is a POSTED BENCH MARK height.
 JU1463
 JU1463.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1463.GEOID18 height accuracy estimate available here.
 JU1463
 JU1463.Click photographs - Photos may exist for this station.
 JU1463
 JU1463.The dynamic height is computed by dividing the NAVD 88
 JU1463.geopotential number by the normal gravity value computed on the
 JU1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1463.degrees latitude (g = 980.6199 gals.).
 JU1463
 JU1463.The modeled gravity was interpolated from observed gravity values.
 JU1463
 JU1463;                    North         East    Units  Estimated Accuracy
 JU1463;SPC DE       -   187,970.      184,610.      MT  (+/- 180 meters Scaled)
 JU1463
 JU1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ488938(NAD 83)
 JU1463
 JU1463                          SUPERSEDED SURVEY CONTROL
 JU1463
 JU1463  NGVD 29 (11/26/84)    8.319  (m)           27.29   (f) ADJUSTED    2 0
 JU1463
 JU1463.Superseded values are not recommended for survey control.
 JU1463
 JU1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1463.See file dsdata.pdf to determine how the superseded data were derived.
 JU1463
 JU1463_MARKER: DB = BENCH MARK DISK
 JU1463_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU1463_SP_SET: CATCH BASIN
 JU1463_STAMPING: J 22 1959
 JU1463_MARK LOGO: CGS
 JU1463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1463
 JU1463  HISTORY     - Date     Condition        Report By
 JU1463  HISTORY     - 1959     MONUMENTED       CGS
 JU1463  HISTORY     - 1965     GOOD             CGS
 JU1463  HISTORY     - 1976     GOOD             LOCSUR
 JU1463  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1463  HISTORY     - 19910425 MARK NOT FOUND   USGS
 JU1463  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1463
 JU1463                          STATION DESCRIPTION
 JU1463
 JU1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU1463'1.6 MI SE FROM NEWPORT.
 JU1463'1.45 MILES SOUTHEAST ALONG STATE HIGHWAYS 41 AND 141 FROM THE
 JU1463'SOUTHEAST END OF THE CHRISTINA RIVER BRIDGE AT NEWPORT, THENCE
 JU1463'0.2 MILE NORTHEAST ALONG A RAILROAD SPUR LINE FROM THE CROSSING
 JU1463'OF STATE HIGHWAYS 41 AND 141, 37 1/2 FEET WEST-SOUTH OF THE
 JU1463'NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING (PAINTED GREEN),
 JU1463'55 FEET SOUTH OF A SWITCH BLOCK, 25 FEET EAST OF A POINT WHERE
 JU1463'THE CENTER RAILS OF TWO SPUR LINES MERGE, 15 FEET SOUTHEAST OF
 JU1463'THE EAST RAIL OF THE MAIN TRACK, 8 FEET WEST-NORTHWEST OF A
 JU1463'FENCE CORNER AND SET IN A DRILL HOLE IN TOP OF A 5 X 6-FOOT
 JU1463'CATCH BASIN.
 JU1463
 JU1463                          STATION RECOVERY (1976)
 JU1463
 JU1463'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 JU1463'MARK IS 70 YDS. NORTH OF ENTRANCE RD TO NEW CASTLE COUNTY PARK AND
 JU1463'RECREATION DEPT.
 JU1463
 JU1463                          STATION RECOVERY (1981)
 JU1463
 JU1463'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1463'MARK NOT FOUND.
 JU1463
 JU1463                          STATION RECOVERY (1991)
 JU1463
 JU1463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1463'MARK NOT FOUND.
 JU1463
 JU1463                          STATION RECOVERY (2013)
 JU1463
 JU1463'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1463'INADEQUATE DESCRIPTION, RAILROAD NO LONGER EXISTS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0116 ***********************************************************************
 HU0116  DESIGNATION -  J 27
 HU0116  PID         -  HU0116
 HU0116  STATE/COUNTY-  DE/SUSSEX
 HU0116  COUNTRY     -  US
 HU0116  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU0116
 HU0116                         *CURRENT SURVEY CONTROL
 HU0116  ______________________________________________________________________
 HU0116* NAD 83(1986) POSITION- 38 41 58.     (N) 075 04 42.     (W)   SCALED
 HU0116* NAVD 88 ORTHO HEIGHT -     5.129 (meters)       16.83  (feet) ADJUSTED
 HU0116  ______________________________________________________________________
 HU0116  GEOID HEIGHT    -        -35.684 (meters)                     GEOID18
 HU0116  DYNAMIC HEIGHT  -          5.126 (meters)       16.82  (feet) COMP
 HU0116  MODELED GRAVITY -    980,033.6   (mgal)                       NAVD 88
 HU0116
 HU0116  VERT ORDER      -  SECOND    CLASS 0
 HU0116
 HU0116.The horizontal coordinates were scaled from a map and have
 HU0116.an estimated accuracy of +/- 6 seconds.
 HU0116
 HU0116.The orthometric height was determined by differential leveling and
 HU0116.adjusted by the NATIONAL GEODETIC SURVEY
 HU0116.in June 1991.
 HU0116
 HU0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0116.GEOID18 height accuracy estimate available here.
 HU0116
 HU0116.Click photographs - Photos may exist for this station.
 HU0116
 HU0116.The dynamic height is computed by dividing the NAVD 88
 HU0116.geopotential number by the normal gravity value computed on the
 HU0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0116.degrees latitude (g = 980.6199 gals.).
 HU0116
 HU0116.The modeled gravity was interpolated from observed gravity values.
 HU0116
 HU0116;                    North         East    Units  Estimated Accuracy
 HU0116;SPC DE       -    77,690.      229,430.      MT  (+/- 180 meters Scaled)
 HU0116
 HU0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH931834(NAD 83)
 HU0116
 HU0116                          SUPERSEDED SURVEY CONTROL
 HU0116
 HU0116  NGVD 29 (11/26/84)    5.364  (m)           17.60   (f) ADJUSTED    2 0
 HU0116
 HU0116.Superseded values are not recommended for survey control.
 HU0116
 HU0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0116.See file dsdata.pdf to determine how the superseded data were derived.
 HU0116
 HU0116_MARKER: DB = BENCH MARK DISK
 HU0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0116_STAMPING: J 27 1962
 HU0116_MARK LOGO: CGS
 HU0116_PROJECTION: PROJECTING 5 CENTIMETERS
 HU0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0116+STABILITY: SURFACE MOTION
 HU0116
 HU0116  HISTORY     - Date     Condition        Report By
 HU0116  HISTORY     - 1962     MONUMENTED       CGS
 HU0116  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0116  HISTORY     - 1982     MARK NOT FOUND   USGS
 HU0116
 HU0116                          STATION DESCRIPTION
 HU0116
 HU0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0116'2.7 MI S FROM REHOBOTH BEACH.
 HU0116'1.1 MILE WEST ON ALTERNATE STATE HIGHWAY 14 (REHOBOTH AVENUE), FROM
 HU0116'POST OFFICE IN REHOBOTH BEACH, THENCE 1.6 MILE SOUTHEAST ON HIGHWAY
 HU0116'14.  52 FEET SOUTHEAST OF THE CENTER LINE OF BAYARD AVENUE, 48 FEET
 HU0116'SOUTHWEST OF THE CENTER LINE OF HIGHWAY 14, 2.5 FEET SOUTHEAST OF
 HU0116'A WOODEN WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.  SET IN THE
 HU0116'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HU0116
 HU0116                          STATION RECOVERY (1981)
 HU0116
 HU0116'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0116'MARK NOT FOUND.
 HU0116
 HU0116                          STATION RECOVERY (1982)
 HU0116
 HU0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HU0116'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0117 ***********************************************************************
 HU0117  DESIGNATION -  J 27 RESET
 HU0117  PID         -  HU0117
 HU0117  STATE/COUNTY-  DE/SUSSEX
 HU0117  COUNTRY     -  US
 HU0117  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU0117
 HU0117                         *CURRENT SURVEY CONTROL
 HU0117  ______________________________________________________________________
 HU0117* NAD 83(1986) POSITION- 38 41 57.6    (N) 075 04 40.4    (W)   HD_HELD2
 HU0117* NAVD 88 ORTHO HEIGHT -     5.13  (meters)       16.8   (feet) RESET
 HU0117  ______________________________________________________________________
 HU0117  GEOID HEIGHT    -        -35.684 (meters)                     GEOID18
 HU0117  VERT ORDER      -  THIRD
 HU0117
 HU0117.The horizontal coordinates were established by autonomous hand held GPS
 HU0117.observations and have an estimated accuracy of +/- 10 meters.
 HU0117
 HU0117.The orthometric height was computed from unverified reset data.
 HU0117
 HU0117.No vertical observational check was made to the station.
 HU0117
 HU0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0117.GEOID18 height accuracy estimate available here.
 HU0117
 HU0117.Click photographs - Photos may exist for this station.
 HU0117
 HU0117;                    North         East    Units  Estimated Accuracy
 HU0117;SPC DE       -    77,682.      229,471.      MT  (+/- 10 meters HH2 GPS)
 HU0117
 HU0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9322783415(NAD 83)
 HU0117
 HU0117                          SUPERSEDED SURVEY CONTROL
 HU0117
 HU0117  NGVD 29 (??/??/??)    5.36   (m)           17.6    (f) RESET       3  
 HU0117
 HU0117.Superseded values are not recommended for survey control.
 HU0117
 HU0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0117.See file dsdata.pdf to determine how the superseded data were derived.
 HU0117
 HU0117_MARKER: DB = BENCH MARK DISK
 HU0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0117_STAMPING: J 27 1962
 HU0117_MARK LOGO: CGS
 HU0117_PROJECTION: PROJECTING 15 CENTIMETERS
 HU0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0117+STABILITY: SURFACE MOTION
 HU0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0117+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2014
 HU0117
 HU0117  HISTORY     - Date     Condition        Report By
 HU0117  HISTORY     - 1962     MONUMENTED       DEDHT
 HU0117  HISTORY     - 1963     GOOD             CGS
 HU0117  HISTORY     - 1981     GOOD             UDE
 HU0117  HISTORY     - 19971213 GOOD             USPSQD
 HU0117  HISTORY     - 20120213 GOOD             DELCOS
 HU0117  HISTORY     - 20140917 GOOD             BASE9
 HU0117
 HU0117                          STATION DESCRIPTION
 HU0117
 HU0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0117'2.7 MI S FROM REHOBOTH BEACH.
 HU0117'1.1 MILE WEST ON ALTERNATE STATE HIGHWAY 14 (REHOBOTH AVENUE) FROM
 HU0117'POST OFFICE IN REHOBOTH BEACH, THENCE 1.6 MILES SOUTHEAST ON
 HU0117'HIGHWAY 14, 52 FEET SOUTHEAST OF THE CENTERLINE OF BAYARD AVENUE,
 HU0117'33.98 FEET NORTHEAST OF EXISTING C/L ROUTE 14 AND 53.50 FEET RIGHT
 HU0117'OF SURVEY STATION 616+30, ALSO 2.5 FEET SOUTHEAST OF A WOODEN
 HU0117'WITNESS POST, 82.31 FEET NORTHEAST OF OLD MARK, AND SET IN A
 HU0117'CONCRETE POST ABOUT LEVEL WITH THE HIGHWAY.
 HU0117
 HU0117                          STATION RECOVERY (1981)
 HU0117
 HU0117'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0117'NOTE--THE MARK IS LOCATED ALMOST DEAD CENTER ON THE BLOCK ALONG
 HU0117'US RT 1 BETWEEN CHICAGO AVE AND WEST STREET. 15 FT EAST OF THE EDGE
 HU0117'OF RT 1, 1 1/2 FT WEST OF A HEDGE LINE. 9 INCHES ABOVE LEVEL OF
 HU0117'GROUND.
 HU0117
 HU0117                          STATION RECOVERY (1997)
 HU0117
 HU0117'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU0117'RECOVERED IN GOOD CONDITION.
 HU0117
 HU0117                          STATION RECOVERY (2012)
 HU0117
 HU0117'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0117'RECOVERED IN GOOD CONDITION.
 HU0117
 HU0117                          STATION RECOVERY (2014)
 HU0117
 HU0117'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2014 (DRD)
 HU0117'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0095 ***********************************************************************
 HU0095  DESIGNATION -  J 28
 HU0095  PID         -  HU0095
 HU0095  STATE/COUNTY-  DE/SUSSEX
 HU0095  COUNTRY     -  US
 HU0095  USGS QUAD   -  BETHANY BEACH (2016)
 HU0095
 HU0095                         *CURRENT SURVEY CONTROL
 HU0095  ______________________________________________________________________
 HU0095* NAD 83(1986) POSITION- 38 30 10.     (N) 075 03 16.     (W)   SCALED
 HU0095* NAVD 88 ORTHO HEIGHT -     2.077 (meters)        6.81  (feet) ADJUSTED
 HU0095  ______________________________________________________________________
 HU0095  GEOID HEIGHT    -        -35.853 (meters)                     GEOID18
 HU0095  DYNAMIC HEIGHT  -          2.076 (meters)        6.81  (feet) COMP
 HU0095  MODELED GRAVITY -    980,023.7   (mgal)                       NAVD 88
 HU0095
 HU0095  VERT ORDER      -  SECOND    CLASS 0
 HU0095
 HU0095.The horizontal coordinates were scaled from a map and have
 HU0095.an estimated accuracy of +/- 6 seconds.
 HU0095
 HU0095.The orthometric height was determined by differential leveling and
 HU0095.adjusted by the NATIONAL GEODETIC SURVEY
 HU0095.in June 1991.
 HU0095
 HU0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0095.GEOID18 height accuracy estimate available here.
 HU0095
 HU0095.Click photographs - Photos may exist for this station.
 HU0095
 HU0095.The dynamic height is computed by dividing the NAVD 88
 HU0095.geopotential number by the normal gravity value computed on the
 HU0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0095.degrees latitude (g = 980.6199 gals.).
 HU0095
 HU0095.The modeled gravity was interpolated from observed gravity values.
 HU0095
 HU0095;                    North         East    Units  Estimated Accuracy
 HU0095;SPC DE       -    55,870.      231,600.      MT  (+/- 180 meters Scaled)
 HU0095
 HU0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH952616(NAD 83)
 HU0095
 HU0095                          SUPERSEDED SURVEY CONTROL
 HU0095
 HU0095  NGVD 29 (11/26/84)    2.315  (m)            7.60   (f) ADJUSTED    2 0
 HU0095
 HU0095.Superseded values are not recommended for survey control.
 HU0095
 HU0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0095.See file dsdata.pdf to determine how the superseded data were derived.
 HU0095
 HU0095_MARKER: DB = BENCH MARK DISK
 HU0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0095_SP_SET: STEEL TOWER LEG BASE
 HU0095_STAMPING: J 28 1962
 HU0095_MARK LOGO: CGS
 HU0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0095
 HU0095  HISTORY     - Date     Condition        Report By
 HU0095  HISTORY     - 1962     MONUMENTED       CGS
 HU0095  HISTORY     - 1981     GOOD             UDE
 HU0095  HISTORY     - 1987     POOR             USPSQD
 HU0095
 HU0095                          STATION DESCRIPTION
 HU0095
 HU0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0095'2.5 MI S FROM BETHANY BEACH.
 HU0095'2.5 MILES SOUTH ON STATE HIGHWAY 14 FROM ITS JUNCTION WITH STATE
 HU0095'HIGHWAY 26 IN BETHANY BEACH.  0.1 MILE NORTH OF A SMALL BRIDGE, 54
 HU0095'FEET EAST OF THE CENTER LINE OF HIGHWAY 14 AND 4 FEET ABOVE THE
 HU0095'LEVEL OF THE ROAD.  SET IN A DRILL HOLE IN THE SOUTHWEST CONCRETE
 HU0095'BASE OF THE SOUTHWEST LEG OF A STEEL TOWER.
 HU0095
 HU0095                          STATION RECOVERY (1981)
 HU0095
 HU0095'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0095'RECOVERED IN GOOD CONDITION.
 HU0095
 HU0095                          STATION RECOVERY (1987)
 HU0095
 HU0095'RECOVERY NOTE BY US POWER SQUADRON 1987 (OPE)
 HU0095'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0078 ***********************************************************************
 HU0078  DESIGNATION -  J 29
 HU0078  PID         -  HU0078
 HU0078  STATE/COUNTY-  DE/SUSSEX
 HU0078  COUNTRY     -  US
 HU0078  USGS QUAD   -  LEWES (2016)
 HU0078
 HU0078                         *CURRENT SURVEY CONTROL
 HU0078  ______________________________________________________________________
 HU0078* NAD 83(1986) POSITION- 38 45 38.     (N) 075 12 15.     (W)   SCALED
 HU0078* NAVD 88 ORTHO HEIGHT -     2.342 (meters)        7.68  (feet) ADJUSTED
 HU0078  ______________________________________________________________________
 HU0078  GEOID HEIGHT    -        -35.631 (meters)                     GEOID18
 HU0078  DYNAMIC HEIGHT  -          2.341 (meters)        7.68  (feet) COMP
 HU0078  MODELED GRAVITY -    980,035.5   (mgal)                       NAVD 88
 HU0078
 HU0078  VERT ORDER      -  FIRST     CLASS II
 HU0078
 HU0078.The horizontal coordinates were scaled from a map and have
 HU0078.an estimated accuracy of +/- 6 seconds.
 HU0078
 HU0078.The orthometric height was determined by differential leveling and
 HU0078.adjusted by the NATIONAL GEODETIC SURVEY
 HU0078.in June 1991.
 HU0078
 HU0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0078.GEOID18 height accuracy estimate available here.
 HU0078
 HU0078.Click photographs - Photos may exist for this station.
 HU0078
 HU0078.The dynamic height is computed by dividing the NAVD 88
 HU0078.geopotential number by the normal gravity value computed on the
 HU0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0078.degrees latitude (g = 980.6199 gals.).
 HU0078
 HU0078.The modeled gravity was interpolated from observed gravity values.
 HU0078
 HU0078;                    North         East    Units  Estimated Accuracy
 HU0078;SPC DE       -    84,450.      218,470.      MT  (+/- 180 meters Scaled)
 HU0078
 HU0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH822902(NAD 83)
 HU0078
 HU0078                          SUPERSEDED SURVEY CONTROL
 HU0078
 HU0078  NGVD 29 (11/26/84)    2.580  (m)            8.46   (f) ADJUSTED    1 2
 HU0078
 HU0078.Superseded values are not recommended for survey control.
 HU0078
 HU0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0078.See file dsdata.pdf to determine how the superseded data were derived.
 HU0078
 HU0078_MARKER: DB = BENCH MARK DISK
 HU0078_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0078_SP_SET: BRIDGE
 HU0078_STAMPING: J 29 1962
 HU0078_MARK LOGO: CGS
 HU0078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0078
 HU0078  HISTORY     - Date     Condition        Report By
 HU0078  HISTORY     - 1962     MONUMENTED       CGS
 HU0078  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HU0078  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU0078
 HU0078                          STATION DESCRIPTION
 HU0078
 HU0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0078'1.1 MI NW FROM NASSAU.
 HU0078'1.1 MILE NORTHWEST ON STATE HIGHWAY 14 FROM THE CROSSING OF THE
 HU0078'PENNSYLVANIA RAILROAD AT NASSAU.  24 FEET SOUTHWEST OF THE CENTER
 HU0078'LINE OF HIGHWAY 14 AND ABOUT LEVEL WITH THE HIGHWAY.  SET IN A DRILL
 HU0078'HOLE IN THE SOUTHWEST CONCRETE ABUTMENT AT THE NORTHWEST END OF
 HU0078'BRIDGE OVER OLD MILL CREEK, AT RED MILL POND (THE NORTHWEST ONE
 HU0078'OF TWO BRIDGES).
 HU0078
 HU0078                          STATION RECOVERY (1987)
 HU0078
 HU0078'RECOVERY NOTE BY US POWER SQUADRON 1987 (OPE)
 HU0078'MARK NOT FOUND.
 HU0078
 HU0078                          STATION RECOVERY (2012)
 HU0078
 HU0078'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0078'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0079 ***********************************************************************
 HU0079  DESIGNATION -  J 29 RESET
 HU0079  PID         -  HU0079
 HU0079  STATE/COUNTY-  DE/SUSSEX
 HU0079  COUNTRY     -  US
 HU0079  USGS QUAD   -  LEWES (2016)
 HU0079
 HU0079                         *CURRENT SURVEY CONTROL
 HU0079  ______________________________________________________________________
 HU0079* NAD 83(1986) POSITION- 38 45 38.     (N) 075 12 15.     (W)   SCALED
 HU0079* NAVD 88 ORTHO HEIGHT -     0.59  (meters)        1.9   (feet) RESET
 HU0079  ______________________________________________________________________
 HU0079  GEOID HEIGHT    -        -35.631 (meters)                     GEOID18
 HU0079  VERT ORDER      -  THIRD
 HU0079
 HU0079.The horizontal coordinates were scaled from a map and have
 HU0079.an estimated accuracy of +/- 6 seconds.
 HU0079
 HU0079.The orthometric height was computed from unverified reset data.
 HU0079
 HU0079.No vertical observational check was made to the station.
 HU0079
 HU0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0079.GEOID18 height accuracy estimate available here.
 HU0079
 HU0079.Click photographs - Photos may exist for this station.
 HU0079
 HU0079;                    North         East    Units  Estimated Accuracy
 HU0079;SPC DE       -    84,450.      218,470.      MT  (+/- 180 meters Scaled)
 HU0079
 HU0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH822902(NAD 83)
 HU0079
 HU0079                          SUPERSEDED SURVEY CONTROL
 HU0079
 HU0079  NGVD 29 (??/??/??)    0.82   (m)            2.7    (f) RESET       3  
 HU0079
 HU0079.Superseded values are not recommended for survey control.
 HU0079
 HU0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0079.See file dsdata.pdf to determine how the superseded data were derived.
 HU0079
 HU0079_MARKER: DB = BENCH MARK DISK
 HU0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0079_STAMPING: J 29 RESET 1965
 HU0079_MARK LOGO: CGS
 HU0079_PROJECTION: FLUSH
 HU0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0079+STABILITY: SURFACE MOTION
 HU0079
 HU0079  HISTORY     - Date     Condition        Report By
 HU0079  HISTORY     - 1965     MONUMENTED       DEDHT
 HU0079  HISTORY     - 1981     GOOD             UDE
 HU0079  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU0079
 HU0079                          STATION DESCRIPTION
 HU0079
 HU0079'DESCRIBED BY DE DEPT OF HIGHWAYS 1965
 HU0079'1.1 MI NW FROM NASSAU.
 HU0079'ABOUT 1.1 MILES NORTHWEST ALONG STATE HIGHWAY 14 FROM THE
 HU0079'PENNSYLVANIA RAILROAD CROSSING AT NASSAU, 39 FEET EAST OF THE
 HU0079'PRESENT CENTERLINE OF HIGHWAY 14 (NORTHBOUND LANE OF PROPOSED DUAL),
 HU0079'AT THE TOE OF SLOPE ABOUT 5.5 FEET BELOW THE HIGHWAY OPPOSITE STA.
 HU0079'89 + 32, CONT. 65-01- 002 AT RED MILL POND AND 2 FEET SOUTH OF
 HU0079'A WHITE WITNESS POST.  THE DISK IS SET IN THE TOP OF AN 8-INCH
 HU0079'SQUARE CONCRETE MONUMENT FLUSH WITH EXISTING GROUND.
 HU0079
 HU0079                          STATION RECOVERY (1981)
 HU0079
 HU0079'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0079'RECOVERED IN GOOD CONDITION.
 HU0079
 HU0079                          STATION RECOVERY (2012)
 HU0079
 HU0079'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0079'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0177 ***********************************************************************
 HU0177  DESIGNATION -  J 30
 HU0177  PID         -  HU0177
 HU0177  STATE/COUNTY-  DE/SUSSEX
 HU0177  COUNTRY     -  US
 HU0177  USGS QUAD   -  MISPILLION RIVER (2016)
 HU0177
 HU0177                         *CURRENT SURVEY CONTROL
 HU0177  ______________________________________________________________________
 HU0177* NAD 83(1986) POSITION- 38 55 16.     (N) 075 18 41.     (W)   SCALED
 HU0177* NAVD 88 ORTHO HEIGHT -     1.517 (meters)        4.98  (feet) ADJUSTED
 HU0177  ______________________________________________________________________
 HU0177  GEOID HEIGHT    -        -35.349 (meters)                     GEOID18
 HU0177  DYNAMIC HEIGHT  -          1.516 (meters)        4.97  (feet) COMP
 HU0177  MODELED GRAVITY -    980,047.7   (mgal)                       NAVD 88
 HU0177
 HU0177  VERT ORDER      -  FIRST     CLASS II
 HU0177
 HU0177.The horizontal coordinates were scaled from a map and have
 HU0177.an estimated accuracy of +/- 6 seconds.
 HU0177
 HU0177.The orthometric height was determined by differential leveling and
 HU0177.adjusted by the NATIONAL GEODETIC SURVEY
 HU0177.in January 2013.
 HU0177
 HU0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0177.GEOID18 height accuracy estimate available here.
 HU0177
 HU0177.Click photographs - Photos may exist for this station.
 HU0177
 HU0177.The dynamic height is computed by dividing the NAVD 88
 HU0177.geopotential number by the normal gravity value computed on the
 HU0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0177.degrees latitude (g = 980.6199 gals.).
 HU0177
 HU0177.The modeled gravity was interpolated from observed gravity values.
 HU0177
 HU0177;                    North         East    Units  Estimated Accuracy
 HU0177;SPC DE       -   102,250.      209,130.      MT  (+/- 180 meters Scaled)
 HU0177
 HU0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ730080(NAD 83)
 HU0177
 HU0177                          SUPERSEDED SURVEY CONTROL
 HU0177
 HU0177  NAVD 88 (06/15/91)    1.546  (m)            5.07   (f) SUPERSEDED  2 0
 HU0177  NGVD 29 (11/26/84)    1.785  (m)            5.86   (f) ADJUSTED    2 0
 HU0177
 HU0177.Superseded values are not recommended for survey control.
 HU0177
 HU0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0177.See file dsdata.pdf to determine how the superseded data were derived.
 HU0177
 HU0177_MARKER: DB = BENCH MARK DISK
 HU0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0177_STAMPING: J 30
 HU0177_MARK LOGO: CGS
 HU0177_PROJECTION: PROJECTING 8 CENTIMETERS
 HU0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0177+STABILITY: SURFACE MOTION
 HU0177
 HU0177  HISTORY     - Date     Condition        Report By
 HU0177  HISTORY     - 1962     MONUMENTED       CGS
 HU0177  HISTORY     - 1981     GOOD             UDE
 HU0177  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU0177
 HU0177                          STATION DESCRIPTION
 HU0177
 HU0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0177'0.6 MI NW FROM SLAUGHTER BEACH.
 HU0177'0.6 MILE NORTHWEST ALONG BLACKTOPPED ROAD FROM THE FIRE HOUSE AT
 HU0177'SLAUGHTER BEACH, 89.5 FEET SOUTH OF THE SOUTH CORNER OF PORCH OF A
 HU0177'TWO STORIED HOUSE, 24 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 HU0177'6.5 FEET NORTHWEST OF A POWER LINE POLE, 3.5 FEET SOUTHEAST OF THE
 HU0177'WEST CORNER OF THE STANLEY POTTS PROPERTY AND ABOUT LEVEL WITH THE
 HU0177'ROAD.  SET IN A CONCRETE POST PROJECTING 3 INCHES.
 HU0177
 HU0177                          STATION RECOVERY (1981)
 HU0177
 HU0177'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0177'NOTE--DESCRIPTION SHOULD READ TO BOX 396 BAY AVE IN SLAUGHTER BEACH.
 HU0177'THE HOUSE IS OWNED BY DR DAVIS. THE MARK IS IN THE SOUTHWEST CORNER OF
 HU0177'HIS PROPERTY NEXT TO THE POWER POLE.
 HU0177
 HU0177                          STATION RECOVERY (2012)
 HU0177
 HU0177'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0177'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0793 ***********************************************************************
 HU0793  DESIGNATION -  J 33
 HU0793  PID         -  HU0793
 HU0793  STATE/COUNTY-  DE/SUSSEX
 HU0793  COUNTRY     -  US
 HU0793  USGS QUAD   -  LAUREL (2016)
 HU0793
 HU0793                         *CURRENT SURVEY CONTROL
 HU0793  ______________________________________________________________________
 HU0793* NAD 83(1986) POSITION- 38 30 14.88   (N) 075 34 23.10   (W)   HD_HELD1
 HU0793* NAVD 88 ORTHO HEIGHT -    11.980 (meters)       39.30  (feet) ADJUSTED
 HU0793  ______________________________________________________________________
 HU0793  GEOID HEIGHT    -        -35.699 (meters)                     GEOID18
 HU0793  DYNAMIC HEIGHT  -         11.973 (meters)       39.28  (feet) COMP
 HU0793  MODELED GRAVITY -    980,012.0   (mgal)                       NAVD 88
 HU0793
 HU0793  VERT ORDER      -  FIRST     CLASS I
 HU0793
 HU0793.The horizontal coordinates were determined by differentially corrected
 HU0793.hand held GPS observations or other comparable positioning techniques
 HU0793.and have an estimated accuracy of +/- 3 meters.
 HU0793
 HU0793.The orthometric height was determined by differential leveling and
 HU0793.adjusted by the NATIONAL GEODETIC SURVEY
 HU0793.in June 1991.
 HU0793
 HU0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0793.GEOID18 height accuracy estimate available here.
 HU0793
 HU0793.Click photographs - Photos may exist for this station.
 HU0793
 HU0793.The dynamic height is computed by dividing the NAVD 88
 HU0793.geopotential number by the normal gravity value computed on the
 HU0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0793.degrees latitude (g = 980.6199 gals.).
 HU0793
 HU0793.The modeled gravity was interpolated from observed gravity values.
 HU0793
 HU0793;                    North         East    Units  Estimated Accuracy
 HU0793;SPC DE       -    55,970.7     186,356.2     MT  (+/- 3 meters HH1 GPS) 
 HU0793
 HU0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5003161907(NAD 83)
 HU0793
 HU0793                          SUPERSEDED SURVEY CONTROL
 HU0793
 HU0793  NGVD 29 (11/26/84)   12.231  (m)           40.13   (f) ADJUSTED    1 1
 HU0793
 HU0793.Superseded values are not recommended for survey control.
 HU0793
 HU0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0793.See file dsdata.pdf to determine how the superseded data were derived.
 HU0793
 HU0793_MARKER: DB = BENCH MARK DISK
 HU0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0793_STAMPING: J 33 1963
 HU0793_MARK LOGO: CGS
 HU0793_PROJECTION: PROJECTING 8 CENTIMETERS
 HU0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0793+STABILITY: SURFACE MOTION
 HU0793
 HU0793  HISTORY     - Date     Condition        Report By
 HU0793  HISTORY     - 1963     MONUMENTED       CGS
 HU0793  HISTORY     - 1981     GOOD             UDE
 HU0793
 HU0793                          STATION DESCRIPTION
 HU0793
 HU0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0793'3.3 MI N FROM DELMAR.
 HU0793'3.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0793'AT DELMAR, ABOUT 0.15 MILE SOUTH OF A BLACK TOP ROAD CROSSING AT
 HU0793'THE COMMUNITY OF BACONS, AT MILEPOST 94, 37.5 FEET EAST OF EAST
 HU0793'RAIL, 59.5 FEET EAST AND ACROSS TRACK FROM MILEPOST, 344 FEET
 HU0793'NORTH-NORTHEAST OF A 5-FOOT HIGH WHISTLE POST, 3 1/2 FEET NORTH
 HU0793'OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A STEEL WITNESS POST,
 HU0793'ABOUT LEVEL WITH TRACK, AND SET IN THE TOP OF A CONCRETE POST
 HU0793'PROJECTING 3 INCHES.
 HU0793
 HU0793                          STATION RECOVERY (1981)
 HU0793
 HU0793'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0793'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1098 ***********************************************************************
 JU1098  DESIGNATION -  J 34
 JU1098  PID         -  JU1098
 JU1098  STATE/COUNTY-  DE/KENT
 JU1098  COUNTRY     -  US
 JU1098  USGS QUAD   -  DOVER (2016)
 JU1098
 JU1098                         *CURRENT SURVEY CONTROL
 JU1098  ______________________________________________________________________
 JU1098* NAD 83(1986) POSITION- 39 11 03.42   (N) 075 33 17.41   (W)   HD_HELD1
 JU1098* NAVD 88 ORTHO HEIGHT -    11.878 (meters)       38.97  (feet) ADJUSTED
 JU1098  ______________________________________________________________________
 JU1098  GEOID HEIGHT    -        -34.254 (meters)                     GEOID18
 JU1098  DYNAMIC HEIGHT  -         11.871 (meters)       38.95  (feet) COMP
 JU1098  MODELED GRAVITY -    980,092.4   (mgal)                       NAVD 88
 JU1098
 JU1098  VERT ORDER      -  FIRST     CLASS I
 JU1098
 JU1098.The horizontal coordinates were determined by differentially corrected
 JU1098.hand held GPS observations or other comparable positioning techniques
 JU1098.and have an estimated accuracy of +/- 3 meters.
 JU1098
 JU1098.The orthometric height was determined by differential leveling and
 JU1098.adjusted by the NATIONAL GEODETIC SURVEY
 JU1098.in June 1991.
 JU1098
 JU1098.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1098.GEOID18 height accuracy estimate available here.
 JU1098
 JU1098.Click photographs - Photos may exist for this station.
 JU1098
 JU1098.The dynamic height is computed by dividing the NAVD 88
 JU1098.geopotential number by the normal gravity value computed on the
 JU1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1098.degrees latitude (g = 980.6199 gals.).
 JU1098
 JU1098.The modeled gravity was interpolated from observed gravity values.
 JU1098
 JU1098;                    North         East    Units  Estimated Accuracy
 JU1098;SPC DE       -   131,473.0     188,062.0     MT  (+/- 3 meters HH1 GPS) 
 JU1098
 JU1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5208037373(NAD 83)
 JU1098
 JU1098                          SUPERSEDED SURVEY CONTROL
 JU1098
 JU1098  NGVD 29 (11/26/84)   12.116  (m)           39.75   (f) ADJUSTED    1 1
 JU1098
 JU1098.Superseded values are not recommended for survey control.
 JU1098
 JU1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1098.See file dsdata.pdf to determine how the superseded data were derived.
 JU1098
 JU1098_MARKER: DB = BENCH MARK DISK
 JU1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1098_STAMPING: J 34 1963
 JU1098_MARK LOGO: CGS
 JU1098_PROJECTION: PROJECTING 5 CENTIMETERS
 JU1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1098+STABILITY: SURFACE MOTION
 JU1098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1098+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2010
 JU1098
 JU1098  HISTORY     - Date     Condition        Report By
 JU1098  HISTORY     - 1963     MONUMENTED       CGS
 JU1098  HISTORY     - 1971     GOOD             NGS
 JU1098  HISTORY     - 1981     GOOD             UDE
 JU1098  HISTORY     - 19980207 GOOD             USPSQD
 JU1098  HISTORY     - 20100205 GOOD             BECMOR
 JU1098
 JU1098                          STATION DESCRIPTION
 JU1098
 JU1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1098'2 MI NW FROM DOVER.
 JU1098'2.05 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 JU1098'THE CROSSING OF STATE HIGHWAY 8 AT DOVER, ABOUT 3.1 MILES
 JU1098'SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE CROSSING OF
 JU1098'STATE HIGHWAY 42 AT CHESWOLD, ABOUT 0.4 MILE SOUTHEAST OF MILEPOST
 JU1098'45, ABOUT 0.4 MILE NORTHWEST OF A BLACK TOP ROAD CROSSING, AT
 JU1098'A FIELD ROAD CROSSING, 49.5 FEET NORTH OF CENTER OF THE CROSSING,
 JU1098'28.5 FEET NORTHEAST OF NORTHEAST RAIL, 21 FEET SOUTH OF A
 JU1098'42-INCH LONE POPLAR TREE, 1.5 FEET NORTHWEST OF A STEEL WITNESS
 JU1098'POST, ABOUT LEVEL WITH TRACK, AND SET IN THE TOP OF A CONCRETE
 JU1098'POST PROJECTING 2 INCHES.
 JU1098
 JU1098                          STATION RECOVERY (1971)
 JU1098
 JU1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JU1098'RECOVERED IN GOOD CONDITION.
 JU1098
 JU1098                          STATION RECOVERY (1981)
 JU1098
 JU1098'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1098'RECOVERED IN GOOD CONDITION.
 JU1098
 JU1098                          STATION RECOVERY (1998)
 JU1098
 JU1098'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU1098'RECOVERED IN GOOD CONDITION.
 JU1098
 JU1098                          STATION RECOVERY (2010)
 JU1098
 JU1098'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1098'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2159 ***********************************************************************
 JU2159  DESIGNATION -  J 35
 JU2159  PID         -  JU2159
 JU2159  STATE/COUNTY-  DE/KENT
 JU2159  COUNTRY     -  US
 JU2159  USGS QUAD   -  WYOMING (2016)
 JU2159
 JU2159                         *CURRENT SURVEY CONTROL
 JU2159  ______________________________________________________________________
 JU2159* NAD 83(1986) POSITION- 39 00 00.     (N) 075 34 39.     (W)   SCALED
 JU2159* NAVD 88 ORTHO HEIGHT -    16.913 (meters)       55.49  (feet) ADJUSTED
 JU2159  ______________________________________________________________________
 JU2159  GEOID HEIGHT    -        -34.890 (meters)                     GEOID18
 JU2159  DYNAMIC HEIGHT  -         16.903 (meters)       55.46  (feet) COMP
 JU2159  MODELED GRAVITY -    980,051.4   (mgal)                       NAVD 88
 JU2159
 JU2159  VERT ORDER      -  FIRST     CLASS I
 JU2159
 JU2159.The horizontal coordinates were scaled from a map and have
 JU2159.an estimated accuracy of +/- 6 seconds.
 JU2159
 JU2159.The orthometric height was determined by differential leveling and
 JU2159.adjusted by the NATIONAL GEODETIC SURVEY
 JU2159.in June 1991.
 JU2159
 JU2159.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2159.GEOID18 height accuracy estimate available here.
 JU2159
 JU2159.Click photographs - Photos may exist for this station.
 JU2159
 JU2159.The dynamic height is computed by dividing the NAVD 88
 JU2159.geopotential number by the normal gravity value computed on the
 JU2159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2159.degrees latitude (g = 980.6199 gals.).
 JU2159
 JU2159.The modeled gravity was interpolated from observed gravity values.
 JU2159
 JU2159;                    North         East    Units  Estimated Accuracy
 JU2159;SPC DE       -   111,020.      186,070.      MT  (+/- 180 meters Scaled)
 JU2159
 JU2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ499169(NAD 83)
 JU2159
 JU2159                          SUPERSEDED SURVEY CONTROL
 JU2159
 JU2159  NGVD 29 (11/26/84)   17.154  (m)           56.28   (f) ADJUSTED    1 1
 JU2159
 JU2159.Superseded values are not recommended for survey control.
 JU2159
 JU2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2159.See file dsdata.pdf to determine how the superseded data were derived.
 JU2159
 JU2159_MARKER: DB = BENCH MARK DISK
 JU2159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2159_STAMPING: J 35 1963
 JU2159_MARK LOGO: CGS
 JU2159_PROJECTION: PROJECTING 10 CENTIMETERS
 JU2159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2159+STABILITY: SURFACE MOTION
 JU2159
 JU2159  HISTORY     - Date     Condition        Report By
 JU2159  HISTORY     - 1963     MONUMENTED       CGS
 JU2159  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU2159  HISTORY     - 20120326 MARK NOT FOUND   DELCOS
 JU2159
 JU2159                          STATION DESCRIPTION
 JU2159
 JU2159'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU2159'0.7 MI S FROM FELTON.
 JU2159'0.7 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT
 JU2159'FELTON, AT MILEPOST 59, AT A FARM ROAD CROSSING, 212 FEET
 JU2159'SOUTHEAST AND ACROSS TRACK FROM THE MILEPOST, 77 FEET NORTHEAST OF
 JU2159'CENTER OF CROSSING, 42 FEET EAST OF EAST RAIL, 2 1/2 FEET WEST
 JU2159'OF POWER POLE 281, 1.5 FEET NORTH OF A STEEL WITNESS POST, ABOUT
 JU2159'LEVEL WITH TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU2159'4 INCHES.
 JU2159
 JU2159                          STATION RECOVERY (1981)
 JU2159
 JU2159'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU2159'MARK NOT FOUND.
 JU2159
 JU2159                          STATION RECOVERY (2012)
 JU2159
 JU2159'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU2159'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1038 ***********************************************************************
 JU1038  DESIGNATION -  J 36
 JU1038  PID         -  JU1038
 JU1038  STATE/COUNTY-  DE/KENT
 JU1038  COUNTRY     -  US
 JU1038  USGS QUAD   -  FREDERICA (2016)
 JU1038
 JU1038                         *CURRENT SURVEY CONTROL
 JU1038  ______________________________________________________________________
 JU1038* NAD 83(1986) POSITION- 39 04 44.57   (N) 075 29 02.59   (W)   HD_HELD1
 JU1038* NAVD 88 ORTHO HEIGHT -     7.348 (meters)       24.11  (feet) ADJUSTED
 JU1038  ______________________________________________________________________
 JU1038  GEOID HEIGHT    -        -34.744 (meters)                     GEOID18
 JU1038  DYNAMIC HEIGHT  -          7.344 (meters)       24.09  (feet) COMP
 JU1038  MODELED GRAVITY -    980,069.3   (mgal)                       NAVD 88
 JU1038
 JU1038  VERT ORDER      -  FIRST     CLASS I
 JU1038
 JU1038.The horizontal coordinates were determined by differentially corrected
 JU1038.hand held GPS observations or other comparable positioning techniques
 JU1038.and have an estimated accuracy of +/- 3 meters.
 JU1038
 JU1038.The orthometric height was determined by differential leveling and
 JU1038.adjusted by the NATIONAL GEODETIC SURVEY
 JU1038.in June 1991.
 JU1038
 JU1038.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1038.GEOID18 height accuracy estimate available here.
 JU1038
 JU1038.Click photographs - Photos may exist for this station.
 JU1038
 JU1038.The dynamic height is computed by dividing the NAVD 88
 JU1038.geopotential number by the normal gravity value computed on the
 JU1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1038.degrees latitude (g = 980.6199 gals.).
 JU1038
 JU1038.The modeled gravity was interpolated from observed gravity values.
 JU1038
 JU1038;                    North         East    Units  Estimated Accuracy
 JU1038;SPC DE       -   119,783.1     194,169.1     MT  (+/- 3 meters HH1 GPS) 
 JU1038
 JU1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5813125660(NAD 83)
 JU1038
 JU1038                          SUPERSEDED SURVEY CONTROL
 JU1038
 JU1038  NGVD 29 (11/26/84)    7.586  (m)           24.89   (f) ADJUSTED    1 1
 JU1038
 JU1038.Superseded values are not recommended for survey control.
 JU1038
 JU1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1038.See file dsdata.pdf to determine how the superseded data were derived.
 JU1038
 JU1038_MARKER: DB = BENCH MARK DISK
 JU1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1038_STAMPING: J 36 1963
 JU1038_MARK LOGO: CGS
 JU1038_PROJECTION: FLUSH
 JU1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1038+STABILITY: SURFACE MOTION
 JU1038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1038+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2019
 JU1038
 JU1038  HISTORY     - Date     Condition        Report By
 JU1038  HISTORY     - 1963     MONUMENTED       CGS
 JU1038  HISTORY     - 1981     GOOD             UDE
 JU1038  HISTORY     - 20020615 GOOD             USPSQD
 JU1038  HISTORY     - 20060319 GOOD             USPSQD
 JU1038  HISTORY     - 20100130 GOOD             BECMOR
 JU1038  HISTORY     - 20111129 GOOD             DELCOS
 JU1038  HISTORY     - 20190627 GOOD             USPSQD
 JU1038
 JU1038                          STATION DESCRIPTION
 JU1038
 JU1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1038'0.6 MI NW FROM MAGNOLIA.
 JU1038'ABOUT 0.6 MILE NORTHWEST ALONG U.S. HIGHWAY 113 A FROM THE
 JU1038'POST OFFICE AT MAGNOLIA, AT THE INTERSECTION OF A GRAVEL ROAD
 JU1038'LEADING NORTHEAST AND A BLACK TOP ROAD LEADING SOUTHWEST, 90
 JU1038'FEET WEST-NORTHWEST OF THE CENTER OF THE INTERSECTION, 30.5
 JU1038'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2 1/2 FEET
 JU1038'SOUTHEAST OF POWER POLE 7-123, 1.5 FEET NORTHWEST OF A STEEL
 JU1038'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU1038'2 INCHES.
 JU1038
 JU1038                          STATION RECOVERY (1981)
 JU1038
 JU1038'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1038'RECOVERED IN GOOD CONDITION.
 JU1038
 JU1038                          STATION RECOVERY (2002)
 JU1038
 JU1038'RECOVERY NOTE BY US POWER SQUADRON 2002 (AL)
 JU1038'RECOVERED IN GOOD CONDITION.
 JU1038
 JU1038                          STATION RECOVERY (2006)
 JU1038
 JU1038'RECOVERY NOTE BY US POWER SQUADRON 2006 (AL)
 JU1038'ROAD DESCRIPTION SHOULD READ 'ABOUT 0.6 MIL NORTHWEST ALONG U.S.HWY
 JU1038'113A FROM THE POST OFFICE AT MAGNOLIA, AT THE INTERSECTION OF
 JU1038'PLAINDEALING RD, LEADING NORTHEAST, AND WOODLYTOWN RD, LEADING
 JU1038'SOUTHWEST.' STEEL WITNESS POST HAS BEEN REPLACED BY ORANGE FIBERGLASS
 JU1038'TYPE. DISK IS FLUSH WITH THE GROUND AND TO THE LEFT OF A TRAFFIC LIGHT
 JU1038'CONTROL BOX.
 JU1038
 JU1038                          STATION RECOVERY (2010)
 JU1038
 JU1038'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1038'OPUS-RS (SPC 0700 2007) N=119783M E=194169M
 JU1038
 JU1038                          STATION RECOVERY (2011)
 JU1038
 JU1038'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 JU1038'SOUTH OF TELEPHONE POLE NUMBER 50294/19108
 JU1038
 JU1038                          STATION RECOVERY (2019)
 JU1038
 JU1038'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 JU1038'LEFT OF A TRAFFIC POWER METER LOCATED ADJACENT TO WOODEN FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1014 ***********************************************************************
 JU1014  DESIGNATION -  J 37
 JU1014  PID         -  JU1014
 JU1014  STATE/COUNTY-  DE/KENT
 JU1014  COUNTRY     -  US
 JU1014  USGS QUAD   -  BOMBAY HOOK ISLAND (2016)
 JU1014
 JU1014                         *CURRENT SURVEY CONTROL
 JU1014  ______________________________________________________________________
 JU1014* NAD 83(1986) POSITION- 39 19 11.     (N) 075 28 59.     (W)   SCALED
 JU1014* NAVD 88 ORTHO HEIGHT -     1.154 (meters)        3.79  (feet) ADJUSTED
 JU1014  ______________________________________________________________________
 JU1014  GEOID HEIGHT    -        -33.935 (meters)                     GEOID18
 JU1014  DYNAMIC HEIGHT  -          1.153 (meters)        3.78  (feet) COMP
 JU1014  MODELED GRAVITY -    980,110.0   (mgal)                       NAVD 88
 JU1014
 JU1014  VERT ORDER      -  FIRST     CLASS I
 JU1014
 JU1014.The horizontal coordinates were scaled from a map and have
 JU1014.an estimated accuracy of +/- 6 seconds.
 JU1014
 JU1014.The orthometric height was determined by differential leveling and
 JU1014.adjusted by the NATIONAL GEODETIC SURVEY
 JU1014.in June 1991.
 JU1014
 JU1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1014.GEOID18 height accuracy estimate available here.
 JU1014
 JU1014.Click photographs - Photos may exist for this station.
 JU1014
 JU1014.The dynamic height is computed by dividing the NAVD 88
 JU1014.geopotential number by the normal gravity value computed on the
 JU1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1014.degrees latitude (g = 980.6199 gals.).
 JU1014
 JU1014.The modeled gravity was interpolated from observed gravity values.
 JU1014
 JU1014;                    North         East    Units  Estimated Accuracy
 JU1014;SPC DE       -   146,500.      194,280.      MT  (+/- 180 meters Scaled)
 JU1014
 JU1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ583523(NAD 83)
 JU1014
 JU1014                          SUPERSEDED SURVEY CONTROL
 JU1014
 JU1014  NGVD 29 (11/26/84)    1.393  (m)            4.57   (f) ADJUSTED    1 1
 JU1014
 JU1014.Superseded values are not recommended for survey control.
 JU1014
 JU1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1014.See file dsdata.pdf to determine how the superseded data were derived.
 JU1014
 JU1014_MARKER: DB = BENCH MARK DISK
 JU1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1014_STAMPING: J 37 1963
 JU1014_MARK LOGO: CGS
 JU1014_PROJECTION: PROJECTING 5 CENTIMETERS
 JU1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1014+STABILITY: SURFACE MOTION
 JU1014
 JU1014  HISTORY     - Date     Condition        Report By
 JU1014  HISTORY     - 1963     MONUMENTED       CGS
 JU1014  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1014  HISTORY     - 1985     GOOD             NGS
 JU1014  HISTORY     - 19900312 MARK NOT FOUND   NGS
 JU1014  HISTORY     - 19910717 MARK NOT FOUND   USGS
 JU1014
 JU1014                          STATION DESCRIPTION
 JU1014
 JU1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1014'7 MI E FROM SMYRNA.
 JU1014'ABOUT 7.0 MILES EAST AND NORTHEAST ALONG STATE HIGHWAY 6 FROM
 JU1014'THE INTERSECTION OF U.S. HIGHWAY 13 AT SMYRNA, ABOUT 0.1 MILE
 JU1014'SOUTHWEST OF A WOODEN BRIDGE OVER DUCK CREEK, AT THE 2ND POWER
 JU1014'POLE SOUTHWEST OF SOUTHWEST END OF BRIDGE, 23.5 FEET NORTHWEST
 JU1014'OF CENTER LINE OF HIGHWAY, 2 1/2 FEET NORTHEAST OF POLE JSI-128,
 JU1014'1.5 FEET SOUTHWEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH
 JU1014'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JU1014
 JU1014                          STATION RECOVERY (1981)
 JU1014
 JU1014'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1014'MARK NOT FOUND.
 JU1014
 JU1014                          STATION RECOVERY (1985)
 JU1014
 JU1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JU1014'0.3 METER (1 FT) BELOW GROUND LEVEL. LOOKS LIKE AREA HAS BEEN FILLED
 JU1014'OVER.
 JU1014
 JU1014                          STATION RECOVERY (1990)
 JU1014
 JU1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU1014'THERE HAS BEEN ROAD CONSTRUCTION AT THE DESCRIBED LOCATION.  THE
 JU1014'MONUMENT WAS SEARCHED FOR ABOUT 40 MINUTES BUT WAS NOT RECOVERED.
 JU1014
 JU1014                          STATION RECOVERY (1991)
 JU1014
 JU1014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1014'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4230 ***********************************************************************
 JU4230  DESIGNATION -  J 38 RESET
 JU4230  PID         -  JU4230
 JU4230  STATE/COUNTY-  DE/NEW CASTLE
 JU4230  COUNTRY     -  US
 JU4230  USGS QUAD   -  SAINT GEORGES (2016)
 JU4230
 JU4230                         *CURRENT SURVEY CONTROL
 JU4230  ______________________________________________________________________
 JU4230* NAD 83(2011) POSITION- 39 31 26.18967(N) 075 43 08.99931(W)   ADJUSTED
 JU4230* NAD 83(2011) ELLIP HT-   -13.583 (meters)        (06/27/12)   ADJUSTED
 JU4230* NAD 83(2011) EPOCH   -  2010.00
 JU4230* NAVD 88 ORTHO HEIGHT -    19.8   (meters)       65.    (feet) GPS OBS
 JU4230  ______________________________________________________________________
 JU4230  NAVD 88 orthometric height was determined with geoid model    GEOID96
 JU4230  GEOID HEIGHT    -        -33.357 (meters)                     GEOID96
 JU4230  GEOID HEIGHT    -        -33.351 (meters)                     GEOID18
 JU4230  NAD 83(2011) X  -  1,215,244.667 (meters)                     COMP
 JU4230  NAD 83(2011) Y  - -4,774,266.874 (meters)                     COMP
 JU4230  NAD 83(2011) Z  -  4,037,345.592 (meters)                     COMP
 JU4230  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 JU4230
 JU4230  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4230  Standards:
 JU4230         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4230            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4230  -------------------------------------------------------------------
 JU4230  NETWORK    1.87   1.92           0.85   0.63   0.98      0.26327788
 JU4230  -------------------------------------------------------------------
 JU4230  Click here for local accuracies and other accuracy information.
 JU4230
 JU4230.The horizontal coordinates were established by GPS observations
 JU4230.and adjusted by the National Geodetic Survey in June 2012.
 JU4230
 JU4230.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4230.been affixed to the stable North American tectonic plate. See 
 JU4230.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4230
 JU4230.The horizontal coordinates are valid at the epoch date displayed above
 JU4230.which is a decimal equivalence of Year/Month/Day.
 JU4230
 JU4230.The orthometric height was determined by GPS observations and a
 JU4230.high-resolution geoid model.
 JU4230
 JU4230.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4230.GEOID18 height accuracy estimate available here.
 JU4230
 JU4230.Click photographs - Photos may exist for this station.
 JU4230
 JU4230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4230
 JU4230.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4230
 JU4230.The ellipsoidal height was determined by GPS observations
 JU4230.and is referenced to NAD 83.
 JU4230
 JU4230. The following values were computed from the NAD 83(2011) position.
 JU4230
 JU4230;                    North         East     Units Scale Factor Converg.
 JU4230;SPC DE       -   169,217.065   173,989.993   MT  1.00000333   -0 11 33.0
 JU4230;SPC DE       -   555,172.99    570,832.17   sFT  1.00000333   -0 11 33.0
 JU4230;UTM  18      - 4,375,168.450   438,187.683   MT  0.99964704   -0 27 27.7
 JU4230
 JU4230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4230!SPC DE       -   1.00000213  x   1.00000333  =   1.00000546
 JU4230!UTM  18      -   1.00000213  x   0.99964704  =   0.99964917
 JU4230
 JU4230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3818775168(NAD 83)
 JU4230
 JU4230|---------------------------------------------------------------------|
 JU4230| PID    Reference Object                     Distance      Geod. Az  |
 JU4230|                                                           dddmmss.s |
 JU4230| JU4001 SUMMIT                              216.644 METERS 21334     |
 JU4230|---------------------------------------------------------------------|
 JU4230
 JU4230                          SUPERSEDED SURVEY CONTROL
 JU4230
 JU4230  NAD 83(2007)-  39 31 26.18995(N)    075 43 09.00015(W) AD(2002.00) 0
 JU4230  ELLIP H (02/10/07)  -13.554  (m)                       GP(2002.00)    
 JU4230  ELLIP H (12/26/02)  -13.544  (m)                       GP(       ) 4 1
 JU4230  NAD 83(1991)-  39 31 26.19012(N)    075 43 09.00057(W) AD(       ) 3
 JU4230  ELLIP H (07/08/98)  -13.562  (m)                       GP(       ) 4 1
 JU4230  NGVD 29 (05/17/01)   20.01   (m)           65.6    (f) RESET       3  
 JU4230
 JU4230.Superseded values are not recommended for survey control.
 JU4230
 JU4230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4230.See file dsdata.pdf to determine how the superseded data were derived.
 JU4230
 JU4230_MARKER: DV = VERTICAL CONTROL DISK
 JU4230_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU4230+WITH SETTING: PAVEMENT
 JU4230_SP_SET: MAT FOUNDATION
 JU4230_STAMPING: J 38 RESET 1991
 JU4230_MARK LOGO: NGS
 JU4230_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4230+STABILITY: SURFACE MOTION
 JU4230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4230+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 JU4230
 JU4230  HISTORY     - Date     Condition        Report By
 JU4230  HISTORY     - 1991     MONUMENTED       NGS
 JU4230  HISTORY     - 19960902 GOOD             NGS
 JU4230  HISTORY     - 20000304 MARK NOT FOUND   USPSQD
 JU4230  HISTORY     - 20050817 GOOD             GEOCAC
 JU4230
 JU4230                          STATION DESCRIPTION
 JU4230
 JU4230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JU4230'1 MILE NORTH ON SR 896 FROM THE JUNCTION OF SR 15 IN MOUNT PLEASANT GO
 JU4230'LEFT IN THE NORTH ENTRANCE TO SUMMIT AVIATION INC TO MAIN BUILDING,
 JU4230'13.5 FEET NORTH OF MOST NORTHERLY BUILDING CORNER, 83 FEET SOUTH OF
 JU4230'AN AIRPLANE HANGER, AT THE EDGE OF A PARKING LOT, 1 FOOT ABOVE GROUND
 JU4230'LEVEL, 1 FOOT WEST OF A REFERENCE POST.
 JU4230
 JU4230                          STATION RECOVERY (1996)
 JU4230
 JU4230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 JU4230'STATION IS LOCATED ABOUT 11 MI (17.7 KM) SOUTH OF NEWARK, 5 MI (8.0
 JU4230'KM) NORTH OF MIDDLETOWN, 1 MI (1.6 KM) SOUTH OF THE CHESAPEAKE AND
 JU4230'SELEWARE CANAL, AND AT THE NORTH END OF THE MIDDLETOWN-SUMMIT AIRPARK.
 JU4230'CONTACT PAT FOLEY, AIRPORT MANAGER AT (302) 834-5400 FOR ACCESS.  TO
 JU4230'REACH THE STATTION FROM THE JUNCTION OF U.S.  HIGHWAY 301 AND STATE
 JU4230'HIGHWAY 299, GO NORTH ALONG U.S.  301 FOR 4.3 MI (6.9 KM) TO THE
 JU4230'JUNCTION OF STATE HIGHWAY 896.  CONTINUE NORTH ALONG U.S.  301 FOR 1.0
 JU4230'MI (1.6 KM) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT THEN RIGHT
 JU4230'FOLLOWING PARKING LOT, THEN LEFT AT THE FIRST HANGAR TO THE STATION ON
 JU4230'THE LEFT NEXT TO THE AIRPORT BEACON.  IT IS 83 FT (25.3 M) SOUTH OF A
 JU4230'METAL HANGAR AT THE EDGE OF A PARKING LOT, 13.5 FT (4.1 M) NORTH FROM
 JU4230'THE NORTHERN MOST BUILDING CORNER, 1 FT (0.3 M) WEST OF A WITNESS
 JU4230'POST, AND 1 FT (0.3 M) ABOVE GROUND LEVEL.
 JU4230
 JU4230                          STATION RECOVERY (2000)
 JU4230
 JU4230'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU4230'MARK NOT FOUND.
 JU4230
 JU4230                          STATION RECOVERY (2005)
 JU4230
 JU4230'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU4230'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2196 ***********************************************************************
 JU2196  DESIGNATION -  J 41
 JU2196  PID         -  JU2196
 JU2196  STATE/COUNTY-  DE/NEW CASTLE
 JU2196  COUNTRY     -  US
 JU2196  USGS QUAD   -  NEWARK EAST (2016)
 JU2196
 JU2196                         *CURRENT SURVEY CONTROL
 JU2196  ______________________________________________________________________
 JU2196* NAD 83(1986) POSITION- 39 38 15.     (N) 075 37 48.     (W)   SCALED
 JU2196* NAVD 88 ORTHO HEIGHT -    19.637 (meters)       64.43  (feet) ADJUSTED
 JU2196  ______________________________________________________________________
 JU2196  GEOID HEIGHT    -        -33.103 (meters)                     GEOID18
 JU2196  DYNAMIC HEIGHT  -         19.628 (meters)       64.40  (feet) COMP
 JU2196  MODELED GRAVITY -    980,156.0   (mgal)                       NAVD 88
 JU2196
 JU2196  VERT ORDER      -  FIRST     CLASS II
 JU2196
 JU2196.The horizontal coordinates were scaled from a map and have
 JU2196.an estimated accuracy of +/- 6 seconds.
 JU2196
 JU2196.The orthometric height was determined by differential leveling and
 JU2196.adjusted by the NATIONAL GEODETIC SURVEY
 JU2196.in June 1991.
 JU2196
 JU2196.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2196.GEOID18 height accuracy estimate available here.
 JU2196
 JU2196.Click photographs - Photos may exist for this station.
 JU2196
 JU2196.The dynamic height is computed by dividing the NAVD 88
 JU2196.geopotential number by the normal gravity value computed on the
 JU2196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2196.degrees latitude (g = 980.6199 gals.).
 JU2196
 JU2196.The modeled gravity was interpolated from observed gravity values.
 JU2196
 JU2196;                    North         East    Units  Estimated Accuracy
 JU2196;SPC DE       -   181,800.      181,690.      MT  (+/- 180 meters Scaled)
 JU2196
 JU2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ459877(NAD 83)
 JU2196
 JU2196                          SUPERSEDED SURVEY CONTROL
 JU2196
 JU2196.No superseded survey control is available for this station.
 JU2196
 JU2196_MARKER: DV = VERTICAL CONTROL DISK
 JU2196_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2196_STAMPING: J 41 1979
 JU2196_MARK LOGO: NGS
 JU2196_PROJECTION: RECESSED 3 CENTIMETERS
 JU2196_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2196_ROD/PIPE-DEPTH: 6.10 meters
 JU2196
 JU2196  HISTORY     - Date     Condition        Report By
 JU2196  HISTORY     - 1979     MONUMENTED       NGS
 JU2196  HISTORY     - 20100413 MARK NOT FOUND   DEDNR
 JU2196
 JU2196                          STATION DESCRIPTION
 JU2196
 JU2196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2196'1.1 MI SW FROM STATE ROAD.
 JU2196'1.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 13 FROM THE OVERPASS FOR THE
 JU2196'PENN CENTRAL RAILROAD TRACKS OVER THE HIGHWAY IN STATE ROAD, 0.05
 JU2196'MILE NORTHEAST OF A PAVED ROAD LEADING WEST TO A MOOSE LODGE, 125
 JU2196'FEET NORTHEAST OF A PRIVATE DRIVE LEADING WEST TO A BRICK HOUSE,
 JU2196'35.4 FEET NORTHWEST OF THE CENTER LINE OF THE SOUTHBOUND LANES OF THE
 JU2196'HIGHWAY, 60.5 FEET SOUTHWEST OF AN 16-INCH TREE, 19.5 FEET NORTHEAST
 JU2196'OF A 12-INCH TREE, 335 FEET NORTHEAST OF POWER POLE 46279.
 JU2196'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 JU2196'THE MARK IS 2 FT ABOVE HIGHWAY.
 JU2196
 JU2196                          STATION RECOVERY (2010)
 JU2196
 JU2196'RECOVERY NOTE BY DELAWARE DEPARTMENT OF NATURAL 2010 (DSS)
 JU2196'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DM8477 ***********************************************************************
 DM8477  DESIGNATION -  J 47
 DM8477  PID         -  DM8477
 DM8477  STATE/COUNTY-  DE/SUSSEX
 DM8477  COUNTRY     -  US
 DM8477  USGS QUAD   -  ELLENDALE (2016)
 DM8477
 DM8477                         *CURRENT SURVEY CONTROL
 DM8477  ______________________________________________________________________
 DM8477* NAD 83(1986) POSITION- 38 47 37.2    (N) 075 22 49.2    (W)   HD_HELD2
 DM8477* NAVD 88 ORTHO HEIGHT -    14.833 (meters)       48.66  (feet) ADJUSTED
 DM8477  ______________________________________________________________________
 DM8477  GEOID HEIGHT    -        -35.514 (meters)                     GEOID18
 DM8477  DYNAMIC HEIGHT  -         14.824 (meters)       48.64  (feet) COMP
 DM8477  MODELED GRAVITY -    980,032.9   (mgal)                       NAVD 88
 DM8477
 DM8477  VERT ORDER      -  SECOND    CLASS I
 DM8477
 DM8477.The horizontal coordinates were established by autonomous hand held GPS
 DM8477.observations and have an estimated accuracy of +/- 10 meters.
 DM8477
 DM8477.The orthometric height was determined by differential leveling and
 DM8477.adjusted by the NATIONAL GEODETIC SURVEY
 DM8477.in July 2011.
 DM8477
 DM8477.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8477.GEOID18 height accuracy estimate available here.
 DM8477
 DM8477.Click photographs - Photos may exist for this station.
 DM8477
 DM8477.The dynamic height is computed by dividing the NAVD 88
 DM8477.geopotential number by the normal gravity value computed on the
 DM8477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8477.degrees latitude (g = 980.6199 gals.).
 DM8477
 DM8477.The modeled gravity was interpolated from observed gravity values.
 DM8477
 DM8477;                    North         East    Units  Estimated Accuracy
 DM8477;SPC DE       -    88,100.      203,157.      MT  (+/- 10 meters HH2 GPS)
 DM8477
 DM8477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6697093948(NAD 83)
 DM8477
 DM8477                          SUPERSEDED SURVEY CONTROL
 DM8477
 DM8477.No superseded survey control is available for this station.
 DM8477
 DM8477_MARKER: DD = SURVEY DISK
 DM8477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8477_STAMPING: J 47 2010
 DM8477_MARK LOGO: DEDT
 DM8477_PROJECTION: FLUSH
 DM8477_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8477+STABILITY: SURFACE MOTION
 DM8477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8477+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2010
 DM8477
 DM8477  HISTORY     - Date     Condition        Report By
 DM8477  HISTORY     - 20100506 MONUMENTED       DEDT
 DM8477
 DM8477                          STATION DESCRIPTION
 DM8477
 DM8477'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (BRC)
 DM8477'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHWEST OF HARBESON, 3.9
 DM8477'MI (6.3 KM) WEST-NORTHWEST OF MILTON AND 2.5 MI (4.0 KM)
 DM8477'EAST-SOUTHEAST OF ELLENDALE.
 DM8477'
 DM8477'TO REACH FROM THE INTERSECTION OF STATE ROUTE 16 (MILTON-ELLENDALE
 DM8477'HWY) AND STATE ROUTE 5 (UNION STREET) PROCEED WESTERLY 3.65 MI (5.9
 DM8477'KM) ALONG STATE ROUTE 16 (MILTON-ELLENDALE HWY)TO THE MARK ON THE
 DM8477'LEFT.
 DM8477'
 DM8477'THE MARK IS 249.4 FT (76.0 M) SOUTH-SOUTHEAST OF A UTILITY POLE (DPL
 DM8477'48390), 28.2 FT (8.6 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE
 DM8477'ROUTE 16 (MILTON-ELLENDALE HWY), 94.4 FT (28.8 M) SOUTHWEST OF A
 DM8477'UTILITY POLE (DPL 48388) AND 79.2 FT (24.1 M) WEST OF A TELEPHONE
 DM8477'PEDESTAL (ND/98).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0167 ***********************************************************************
 HU0167  DESIGNATION -  J 5
 HU0167  PID         -  HU0167
 HU0167  STATE/COUNTY-  DE/SUSSEX
 HU0167  COUNTRY     -  US
 HU0167  USGS QUAD   -  GEORGETOWN (2016)
 HU0167
 HU0167                         *CURRENT SURVEY CONTROL
 HU0167  ______________________________________________________________________
 HU0167* NAD 83(1986) POSITION- 38 41 35.     (N) 075 23 09.     (W)   SCALED
 HU0167* NAVD 88 ORTHO HEIGHT -    15.583 (meters)       51.13  (feet) ADJUSTED
 HU0167  ______________________________________________________________________
 HU0167  GEOID HEIGHT    -        -35.626 (meters)                     GEOID18
 HU0167  DYNAMIC HEIGHT  -         15.573 (meters)       51.09  (feet) COMP
 HU0167  MODELED GRAVITY -    980,025.7   (mgal)                       NAVD 88
 HU0167
 HU0167  VERT ORDER      -  SECOND    CLASS 0
 HU0167
 HU0167.The horizontal coordinates were scaled from a map and have
 HU0167.an estimated accuracy of +/- 6 seconds.
 HU0167
 HU0167.The orthometric height was determined by differential leveling and
 HU0167.adjusted by the NATIONAL GEODETIC SURVEY
 HU0167.in June 1991.
 HU0167
 HU0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0167.GEOID18 height accuracy estimate available here.
 HU0167
 HU0167.Click photographs - Photos may exist for this station.
 HU0167
 HU0167.The dynamic height is computed by dividing the NAVD 88
 HU0167.geopotential number by the normal gravity value computed on the
 HU0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0167.degrees latitude (g = 980.6199 gals.).
 HU0167
 HU0167.The modeled gravity was interpolated from observed gravity values.
 HU0167
 HU0167;                    North         East    Units  Estimated Accuracy
 HU0167;SPC DE       -    76,930.      202,680.      MT  (+/- 180 meters Scaled)
 HU0167
 HU0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH664827(NAD 83)
 HU0167
 HU0167                          SUPERSEDED SURVEY CONTROL
 HU0167
 HU0167  NGVD 29 (11/26/84)   15.821  (m)           51.91   (f) ADJUSTED    2 0
 HU0167
 HU0167.Superseded values are not recommended for survey control.
 HU0167
 HU0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0167.See file dsdata.pdf to determine how the superseded data were derived.
 HU0167
 HU0167_MARKER: DB = BENCH MARK DISK
 HU0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0167_STAMPING: J 5 1935
 HU0167_MARK LOGO: CGS
 HU0167_PROJECTION: PROJECTING 10 CENTIMETERS
 HU0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0167+STABILITY: SURFACE MOTION
 HU0167
 HU0167  HISTORY     - Date     Condition        Report By
 HU0167  HISTORY     - 1935     MONUMENTED       CGS
 HU0167  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0167  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU0167
 HU0167                          STATION DESCRIPTION
 HU0167
 HU0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HU0167'AT GEORGETOWN.
 HU0167'AT GEORGETOWN, SUSSEX COUNTY, ON THE PENNSYLVANIA RAILROAD, 64
 HU0167'FEET SOUTH OF THE STATION, 23 FEET WEST OF THE CENTERLINE OF THE
 HU0167'TRACK, IN A GRASS PLOT, AND ABOUT 6 INCHES BELOW THE TOP OF THE
 HU0167'RAIL.  A STANDARD DISK, STAMPED J 5 1935 AND SET IN THE TOP OF A
 HU0167'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NEW ELEVATION WAS
 HU0167'ESTABLISHED FROM 49.67 (PRR).
 HU0167
 HU0167                          STATION RECOVERY (1981)
 HU0167
 HU0167'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0167'MARK NOT FOUND.
 HU0167
 HU0167                          STATION RECOVERY (2012)
 HU0167
 HU0167'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0167'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0334 ***********************************************************************
 HU0334  DESIGNATION -  J 9
 HU0334  PID         -  HU0334
 HU0334  STATE/COUNTY-  DE/SUSSEX
 HU0334  COUNTRY     -  US
 HU0334  USGS QUAD   -  PITTSVILLE (2016)
 HU0334
 HU0334                         *CURRENT SURVEY CONTROL
 HU0334  ______________________________________________________________________
 HU0334* NAD 83(1986) POSITION- 38 29 15.52   (N) 075 28 29.84   (W)   HD_HELD1
 HU0334* NAVD 88 ORTHO HEIGHT -    16.331 (meters)       53.58  (feet) ADJUSTED
 HU0334  ______________________________________________________________________
 HU0334  GEOID HEIGHT    -        -35.755 (meters)                     GEOID18
 HU0334  DYNAMIC HEIGHT  -         16.321 (meters)       53.55  (feet) COMP
 HU0334  MODELED GRAVITY -    980,014.4   (mgal)                       NAVD 88
 HU0334
 HU0334  VERT ORDER      -  SECOND    CLASS 0
 HU0334
 HU0334.The horizontal coordinates were determined by differentially corrected
 HU0334.hand held GPS observations or other comparable positioning techniques
 HU0334.and have an estimated accuracy of +/- 3 meters.
 HU0334
 HU0334.The orthometric height was determined by differential leveling and
 HU0334.adjusted by the NATIONAL GEODETIC SURVEY
 HU0334.in June 1991.
 HU0334
 HU0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0334.GEOID18 height accuracy estimate available here.
 HU0334
 HU0334.Click photographs - Photos may exist for this station.
 HU0334
 HU0334.The dynamic height is computed by dividing the NAVD 88
 HU0334.geopotential number by the normal gravity value computed on the
 HU0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0334.degrees latitude (g = 980.6199 gals.).
 HU0334
 HU0334.The modeled gravity was interpolated from observed gravity values.
 HU0334
 HU0334;                    North         East    Units  Estimated Accuracy
 HU0334;SPC DE       -    54,130.4     194,914.5     MT  (+/- 3 meters HH1 GPS) 
 HU0334
 HU0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5857760029(NAD 83)
 HU0334
 HU0334                          SUPERSEDED SURVEY CONTROL
 HU0334
 HU0334  NGVD 29 (11/26/84)   16.567  (m)           54.35   (f) ADJUSTED    2 0
 HU0334
 HU0334.Superseded values are not recommended for survey control.
 HU0334
 HU0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0334.See file dsdata.pdf to determine how the superseded data were derived.
 HU0334
 HU0334_MARKER: DB = BENCH MARK DISK
 HU0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0334_STAMPING: J 9 1942
 HU0334_MARK LOGO: CGS
 HU0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0334+STABILITY: SURFACE MOTION
 HU0334
 HU0334  HISTORY     - Date     Condition        Report By
 HU0334  HISTORY     - 1942     MONUMENTED       CGS
 HU0334  HISTORY     - 1943     GOOD             CGS
 HU0334  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0334  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0334
 HU0334                          STATION DESCRIPTION
 HU0334
 HU0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HU0334'4.8 MI SW FROM LOWES CROSSROADS.
 HU0334'4.8 MILES SOUTHWEST ALONG SECONDARY ROAD 421 AND STATE HIGHWAY 66
 HU0334'FROM LOWES CROSSROADS, SUSSEX COUNTY, ABOUT 0.2 MILE EAST OF
 HU0334'WARDS CORNER, 30.8 FEET SOUTH OF THE CENTER LINE OF STATE
 HU0334'HIGHWAY 66, IN A WOODED AREA, ABOUT 2 FEET EAST OF A WITNESS
 HU0334'POST, AND ABOUT 2 FEET HIGHER THAN THE PAVEMENT.  A STANDARD
 HU0334'DISK, STAMPED J 9 1942 AND SET IN THE TOP OF A CONCRETE POST.
 HU0334
 HU0334                          STATION RECOVERY (1981)
 HU0334
 HU0334'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0334'MARK NOT FOUND.
 HU0334
 HU0334                          STATION RECOVERY (2013)
 HU0334
 HU0334'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0334'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2531 ***********************************************************************
 JU2531  DESIGNATION -  JAMERSON
 JU2531  PID         -  JU2531
 JU2531  STATE/COUNTY-  DE/NEW CASTLE
 JU2531  COUNTRY     -  US
 JU2531  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2531
 JU2531                         *CURRENT SURVEY CONTROL
 JU2531  ______________________________________________________________________
 JU2531* NAD 83(1991) POSITION- 39 43 32.82215(N) 075 33 41.82417(W)   ADJUSTED
 JU2531* NAVD 88 ORTHO HEIGHT -     1.5   (meters)        5.    (feet) VERTCON3
 JU2531  ______________________________________________________________________
 JU2531  GEOID HEIGHT    -        -32.957 (meters)                     GEOID18
 JU2531  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 JU2531  HORZ ORDER      -  THIRD
 JU2531
 JU2531.The horizontal coordinates were established by classical geodetic methods
 JU2531.and adjusted by the National Geodetic Survey in January 1992.
 JU2531
 JU2531.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2531
 JU2531.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2531.GEOID18 height accuracy estimate available here.
 JU2531
 JU2531.Click photographs - Photos may exist for this station.
 JU2531
 JU2531.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2531
 JU2531. The following values were computed from the NAD 83(1991) position.
 JU2531
 JU2531;                    North         East     Units Scale Factor Converg.
 JU2531;SPC DE       -   191,593.342   187,572.751   MT  0.99999690   -0 05 33.5
 JU2531;SPC DE       -   628,585.82    615,394.93   sFT  0.99999690   -0 05 33.5
 JU2531;SPC NJ       -    99,609.592    58,990.909   MT  1.00000194   -0 40 42.7
 JU2531;SPC NJ       -   326,802.47    193,539.34   sFT  1.00000194   -0 40 42.7
 JU2531;UTM  18      - 4,397,473.403   451,869.118   MT  0.99962852   -0 21 32.2
 JU2531
 JU2531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2531!SPC DE       -   1.00000493  x   0.99999690  =   1.00000183
 JU2531!SPC NJ       -   1.00000493  x   1.00000194  =   1.00000687
 JU2531!UTM  18      -   1.00000493  x   0.99962852  =   0.99963345
 JU2531
 JU2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5186997473(NAD 83)
 JU2531
 JU2531                          SUPERSEDED SURVEY CONTROL
 JU2531
 JU2531  NAD 83(1986)-  39 43 32.81742(N)    075 33 41.83069(W) AD(       ) 3
 JU2531  NGVD 29 (06/08/88)    1.9    (m)            6.     (f) VERT ANG       
 JU2531
 JU2531.Superseded values are not recommended for survey control.
 JU2531
 JU2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2531.See file dsdata.pdf to determine how the superseded data were derived.
 JU2531
 JU2531_MARKER: DD = SURVEY DISK
 JU2531_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU2531+WITH SETTING: PAVEMENT
 JU2531_SP_SET: OUTFALL
 JU2531_STAMPING: JAMERSON 1982
 JU2531_MARK LOGO: NOS
 JU2531_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2531+STABILITY: SURFACE MOTION
 JU2531
 JU2531  HISTORY     - Date     Condition        Report By
 JU2531  HISTORY     - 1982     MONUMENTED       NOS
 JU2531
 JU2531                          STATION DESCRIPTION
 JU2531
 JU2531'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU2531'THE STATION IS LOCATED ON THE WEST SIDE OF THE CHRISTINA RIVER
 JU2531'IN WILMINGTON ON ABANDONED INDUSTRIAL PROPERTY.  ALTHOUGH THE
 JU2531'STATION IS ACCESSIBLE BY LAND VIA MARYLAND AVENUE AND BEECH
 JU2531'STREET, A DESCRIPTION BY BOAT FOLLOWS.
 JU2531'
 JU2531'TO REACH THE STATION FROM THE MOUTH OF THE CHRISTINA RIVER, GO
 JU2531'WESTERLY UP THE RIVER ABOUT 3 MILES TO THE SECOND OF TWO
 JU2531'PENN CENTRAL RAILROAD BRIDGES (THE 6TH BRIDGE ACROSS
 JU2531'THE RIVER) TO THE STATION ON A CONCRETE OUTFALL ON THE WEST
 JU2531'SIDE OF THE RIVER ABOUT 1/4 MILE DOWNRIVER FROM THE SECOND
 JU2531'RAILROAD BRIDGE.
 JU2531'
 JU2531'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.55 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2532 ***********************************************************************
 JU2532  DESIGNATION -  JEANNE
 JU2532  PID         -  JU2532
 JU2532  STATE/COUNTY-  DE/NEW CASTLE
 JU2532  COUNTRY     -  US
 JU2532  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2532
 JU2532                         *CURRENT SURVEY CONTROL
 JU2532  ______________________________________________________________________
 JU2532* NAD 83(1991) POSITION- 39 43 41.45433(N) 075 32 04.92097(W)   ADJUSTED
 JU2532* NAVD 88 ORTHO HEIGHT -     3.0   (meters)       10.    (feet) VERTCON3
 JU2532  ______________________________________________________________________
 JU2532  GEOID HEIGHT    -        -32.979 (meters)                     GEOID18
 JU2532  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 JU2532  HORZ ORDER      -  THIRD
 JU2532
 JU2532.The horizontal coordinates were established by classical geodetic methods
 JU2532.and adjusted by the National Geodetic Survey in January 1992.
 JU2532
 JU2532.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2532
 JU2532.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2532.GEOID18 height accuracy estimate available here.
 JU2532
 JU2532.Click photographs - Photos may exist for this station.
 JU2532
 JU2532.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2532
 JU2532. The following values were computed from the NAD 83(1991) position.
 JU2532
 JU2532;                    North         East     Units Scale Factor Converg.
 JU2532;SPC DE       -   191,856.185   189,880.853   MT  0.99999626   -0 04 31.6
 JU2532;SPC DE       -   629,448.17    622,967.43   sFT  0.99999626   -0 04 31.6
 JU2532;SPC NJ       -    99,848.819    61,301.585   MT  0.99999683   -0 39 40.9
 JU2532;SPC NJ       -   327,587.33    201,120.28   sFT  0.99999683   -0 39 40.9
 JU2532;UTM  18      - 4,397,725.422   454,177.564   MT  0.99962585   -0 20 30.3
 JU2532
 JU2532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2532!SPC DE       -   1.00000471  x   0.99999626  =   1.00000097
 JU2532!SPC NJ       -   1.00000471  x   0.99999683  =   1.00000154
 JU2532!UTM  18      -   1.00000471  x   0.99962585  =   0.99963055
 JU2532
 JU2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5417797725(NAD 83)
 JU2532
 JU2532                          SUPERSEDED SURVEY CONTROL
 JU2532
 JU2532  NAD 83(1986)-  39 43 41.44923(N)    075 32 04.92660(W) AD(       ) 3
 JU2532  NGVD 29 (06/08/88)    3.3    (m)           11.     (f) VERT ANG       
 JU2532
 JU2532.Superseded values are not recommended for survey control.
 JU2532
 JU2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2532.See file dsdata.pdf to determine how the superseded data were derived.
 JU2532
 JU2532_MARKER: DD = SURVEY DISK
 JU2532_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU2532_SP_SET: BRIDGE ABUTMENT
 JU2532_STAMPING: JEANNE 1982
 JU2532_MARK LOGO: NOS
 JU2532_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2532
 JU2532  HISTORY     - Date     Condition        Report By
 JU2532  HISTORY     - 1982     MONUMENTED       NOS
 JU2532  HISTORY     - 19930130 GOOD             USPSQD
 JU2532
 JU2532                          STATION DESCRIPTION
 JU2532
 JU2532'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU2532'THE STATION IS LOCATED IN WILMINGTON ON THE WEST SIDE OF THE
 JU2532'CHRISTINA RIVER ON THE PENN CENTRAL BRIDGE OVER THE RIVER.
 JU2532'
 JU2532'TO REACH THE STATION FROM THE DE 9 BRIDGE OVER THE CHRISTINA
 JU2532'RIVER, GO SOUTH ON
 JU2532'CHRISTINA AVENUE FOR 0.8 KM (0.5 MILES) TO
 JU2532'ITS CROSSING OF THE PENN CENTRAL RAILROAD TRACKS.  PARK AND
 JU2532'WALK EAST ALONG THE TRACKS TO THE WEST END OF THE RAILROAD
 JU2532'BRIDGE AND THE STATION ON THE CONCRETE ABUTMENT ON THE RIGHT
 JU2532'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACKS.
 JU2532'
 JU2532'THE STATION IS A STANDARD NOS DISK STAMPED---JEANNE 1982---, SET
 JU2532'INTO THE TOP OF THE CONCRETE ABUTMENT.
 JU2532'
 JU2532'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.59 METERS.
 JU2532
 JU2532                          STATION RECOVERY (1993)
 JU2532
 JU2532'RECOVERY NOTE BY US POWER SQUADRON 1993 (BFC)
 JU2532'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2043 ***********************************************************************
 HU2043  DESIGNATION -  JOHNSON
 HU2043  PID         -  HU2043
 HU2043  STATE/COUNTY-  DE/SUSSEX
 HU2043  COUNTRY     -  US
 HU2043  USGS QUAD   -  SEAFORD WEST (2016)
 HU2043
 HU2043                         *CURRENT SURVEY CONTROL
 HU2043  ______________________________________________________________________
 HU2043* NAD 83(1991) POSITION- 38 43 12.69764(N) 075 42 50.16892(W)   ADJUSTED
 HU2043* NAVD 88 ORTHO HEIGHT -    12.5   (meters)       41.    (feet) VERTCON3
 HU2043  ______________________________________________________________________
 HU2043  GEOID HEIGHT    -        -35.378 (meters)                     GEOID18
 HU2043  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC18
 HU2043  HORZ ORDER      -  SECOND
 HU2043
 HU2043.The horizontal coordinates were established by classical geodetic methods
 HU2043.and adjusted by the National Geodetic Survey in January 1992.
 HU2043
 HU2043.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2043
 HU2043.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2043.GEOID18 height accuracy estimate available here.
 HU2043
 HU2043.Click photographs - Photos may exist for this station.
 HU2043
 HU2043.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2043
 HU2043. The following values were computed from the NAD 83(1991) position.
 HU2043
 HU2043;                    North         East     Units Scale Factor Converg.
 HU2043;SPC DE       -    79,985.442   174,147.632   MT  1.00000323   -0 11 09.4
 HU2043;SPC DE       -   262,418.90    571,349.36   sFT  1.00000323   -0 11 09.4
 HU2043;SPC MD       -   117,733.438   511,835.668   MT  0.99995352   +0 48 25.8
 HU2043;SPC MD       -   386,263.79  1,679,247.52   sFT  0.99995352   +0 48 25.8
 HU2043;UTM  18      - 4,285,968.813   437,935.947   MT  0.99964743   -0 26 47.7
 HU2043
 HU2043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2043!SPC DE       -   1.00000360  x   1.00000323  =   1.00000683
 HU2043!SPC MD       -   1.00000360  x   0.99995352  =   0.99995712
 HU2043!UTM  18      -   1.00000360  x   0.99964743  =   0.99965102
 HU2043
 HU2043:                Primary Azimuth Mark                     Grid Az
 HU2043:SPC DE       -  JOHNSON AZ MK                            007 17 17.6
 HU2043:SPC MD       -  JOHNSON AZ MK                            006 17 42.4
 HU2043:UTM  18      -  JOHNSON AZ MK                            007 32 55.9
 HU2043
 HU2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3793585968(NAD 83)
 HU2043
 HU2043|---------------------------------------------------------------------|
 HU2043| PID    Reference Object                     Distance      Geod. Az  |
 HU2043|                                                           dddmmss.s |
 HU2043| DC7441 JOHNSON AZ MK                                      0070608.2 |
 HU2043| HU2049 ATLANTA AZIMUTH MARK                APPROX. 2.5 KM 1784257.6 |
 HU2043| HU2051 TANYARD RM 3                        APPROX. 3.1 KM 1785834.9 |
 HU2043| DC7442 JOHNSON RM 1                         42.401 METERS 18434     |
 HU2043| HU2033 BOUNDARY MONUMENT 18 DE MD           15.472 METERS 25228     |
 HU2043| DC7443 JOHNSON RM 2                         27.596 METERS 28030     |
 HU2043|---------------------------------------------------------------------|
 HU2043
 HU2043                          SUPERSEDED SURVEY CONTROL
 HU2043
 HU2043  NAD 83(1986)-  38 43 12.69136(N)    075 42 50.18597(W) AD(       ) 2
 HU2043  NAD 27      -  38 43 12.28390(N)    075 42 51.43160(W) AD(       ) 2
 HU2043  NGVD 29 (07/19/86)   12.7    (m)           42.     (f) VERT ANG       
 HU2043
 HU2043.Superseded values are not recommended for survey control.
 HU2043
 HU2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2043.See file dsdata.pdf to determine how the superseded data were derived.
 HU2043
 HU2043_MARKER: DS = TRIANGULATION STATION DISK
 HU2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2043_STAMPING: JOHNSON 1962
 HU2043_MARK LOGO: CGS
 HU2043_PROJECTION: RECESSED 46 CENTIMETERS
 HU2043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2043+STABILITY: SURFACE MOTION
 HU2043
 HU2043  HISTORY     - Date     Condition        Report By
 HU2043  HISTORY     - 1962     MONUMENTED       CGS
 HU2043  HISTORY     - 1975     GOOD             NGS
 HU2043  HISTORY     - 1976     GOOD             NGS
 HU2043
 HU2043                          STATION DESCRIPTION
 HU2043
 HU2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU2043'THE STATION IS LOCATED IN A CULTIVATED FIELD, 3.8 MILES NORTHEAST
 HU2043'OF FEDERALSBURG, 6.0 MILES WEST-SOUTHWEST OF BRIDGEVILLE AND
 HU2043'ON PROPERTY OWNED BY MR. CLAUD JOHNSON.
 HU2043'
 HU2043'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 HU2043'AND CENTRAL AVENUE IN FEDERALSBURG, MARYLAND, GO EAST ON
 HU2043'STATE HIGHWAY 318 EAST CENTRAL AVENUE FOR 0.35 MILE TO THE
 HU2043'JUNCTION OF STATE HIGHWAY 306 AND 318, KEEP RIGHT ON STATE
 HU2043'HIGHWAY 318 FOR 2.85 MILES TO A SIDE ROAD LEFT, JUST AFTER
 HU2043'PASSING A CHURCH ON THE LEFT, TURN LEFT, GO NORTH ON A
 HU2043'GRAVELED ROAD FOR 0.3 MILE TO A SIDE ROAD RIGHT, TURN RIGHT,
 HU2043'GO NORTHEAST ON A DIRT ROAD FOR 0.95 MILE TO A FARM LANE
 HU2043'LEFT, JUST AFTER CROSSING A SMALL WOODEN BRIDGE, TURN LEFT,
 HU2043'GO 0.05 MILE TO A FORK, TURN RIGHT AND GO ABOUT 125.0 FEET
 HU2043'TO THE STATION ON THE RIGHT AS DESCRIBED.
 HU2043'
 HU2043'THE STATION MARK IS A STANDARD DISK STAMPED JOHNSON 1962,
 HU2043'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS ABOUT 18 INCHES
 HU2043'BELOW THE GROUND SURFACE.  IT IS 31.6 FEET EAST OF THE
 HU2043'APPROXIMATE CENTER OF A DRIVEWAY AND 42.7 FEET SOUTHEAST
 HU2043'OF THE SOUTHEAST CORNER OF A CHICKEN HOUSE.
 HU2043'
 HU2043'REFERENCE MARK 1 IS A STANDARD DISK STAMPED JOHNSON NO 1
 HU2043'1962, SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HU2043'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 2.5 FEET NORTH OF AN
 HU2043'EVERGREEN HEDGE ROW, 10.6 FEET NORTH OF THE APPROXIMATE CENTER
 HU2043'OF A DRIVEWAY AND 33.6 FEET EAST OF A POWERLINE POLE.
 HU2043'
 HU2043'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JOHNSON NO 2
 HU2043'1962, SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HU2043'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 1.7 FEET EAST OF A
 HU2043'LIGHT POLE, 1.7 FEET SOUTH OF THE SOUTH SIDE OF THE CHICKEN
 HU2043'HOUSE AND 13.0 FEET NORTH OF THE DRIVEWAY.
 HU2043'
 HU2043'BOUNDARY MONUMENT NO. 18 IS A 12 X 12 INCH LIMESTONE MONUMENT
 HU2043'MARKED WITH THE LETTERS M AND P.  THE MONUMENT WAS RECOVERED
 HU2043'IN A PRONE POSITION, TOP CHIPPED AND ONE CORNER WITH A BAD
 HU2043'CRACK.  THE FOUNDATION WAS SEARCHED FOR BUT NOT FOUND.  THE
 HU2043'MONUMENT WAS NOT TRAVERSE OR OBSERVED.  IT IS NOW LOCATED IN
 HU2043'A CULTIVATED FIELD ABOUT 200.0 FEET NORTH OF THE NORTHEAST
 HU2043'CORNER OF A CHICKEN HOUSE.
 HU2043'
 HU2043'TO REACH THE AZIMUTH MARK FROM THE MAIN ROAD AND THE DRIVEWAY,
 HU2043'GO NORTH-NORTHEAST ON THE GRAVELED ROAD FOR 0.45 MILE TO A
 HU2043'CROSSROAD, TURN LEFT AND GO WEST ON A FARM ROAD FOR 0.3 MILE
 HU2043'TO AN OLD BARN AND A LIGHT POLE ON THE RIGHT AND THE AZIMUTH
 HU2043'MARK AS DESCRIBED.
 HU2043'
 HU2043'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JOHNSON 1962,
 HU2043'SET IN TOP OF A SQUARE CONMONUMENT WHICH PROJECTS 3 INCHES
 HU2043'ABOVE THE GROUND SURFACE.  IT IS 1.5 FEET SOUTH-SOUTHWEST
 HU2043'OF A LIGHT POLE, 0.9 FEET SOUTH-SOUTHWEST OF A STANDARD METAL
 HU2043'WITNESS POST AND MARKER, 32.0 FEET NORTH-NORTHEAST OF THE
 HU2043'APPROXIMATE CENTER OF A DIM FARM LANE AND 51.2 FEET SOUTHEAST
 HU2043'OF THE NORTHEAST CORNER OF A BARN.
 HU2043'
 HU2043'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 HU2043
 HU2043                          STATION RECOVERY (1975)
 HU2043
 HU2043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HU2043'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HU2043'CONDITION AS DESCRIBED IN THE 1961 DESCRIPTION.  A SHORTER
 HU2043'DISTANCE OF 0.01 FOOT OR 0.004 METER WAS NOTED TO REFERENCE MARK
 HU2043'1.  A LONGER DISTANCE OF 0.02 FOOT OR 0.004 METER WAS NOTED
 HU2043'TO REFERENCE MARK 2.  THE DIRECTION TO ALL MARKS WERE WITHIN
 HU2043'CLOSE AGREEMENT WITH THE 1962 OBSERVATIONS.
 HU2043'
 HU2043'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU2043'3-3/4 MILES NORTHEAST OF FEDERALSBURG.
 HU2043
 HU2043                          STATION RECOVERY (1976)
 HU2043
 HU2043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU2043'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HU2043'CONDITION AS PREVIOUSLY DESCRIBED.  THE PREVIOUS DESCRIPTIONS
 HU2043'ARE ADEQUATE.
 HU2043'
 HU2043'THE MARYLAND-DELAWARE BOUNDARY MONUMENT NUMBER 18 WAS RESET
 HU2043'AT THIS DATE, SEE DESCRIPTION THEREOF.
 HU2043'
 HU2043'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU2043'2 MILES NORTHWEST OF ATLANTA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4249 ***********************************************************************
 JU4249  DESIGNATION -  JONES BLOCK
 JU4249  PID         -  JU4249
 JU4249  STATE/COUNTY-  DE/KENT
 JU4249  COUNTRY     -  US
 JU4249  USGS QUAD   -  FREDERICA (2016)
 JU4249
 JU4249                         *CURRENT SURVEY CONTROL
 JU4249  ______________________________________________________________________
 JU4249* NAD 83(1991) POSITION- 39 03 56.25678(N) 075 24 07.91965(W)   ADJUSTED
 JU4249* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU4249  ______________________________________________________________________
 JU4249  GEOID HEIGHT    -        -34.886 (meters)                     GEOID18
 JU4249  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 JU4249  HORZ ORDER      -  THIRD
 JU4249
 JU4249.The horizontal coordinates were established by classical geodetic methods
 JU4249.and adjusted by the National Geodetic Survey in June 1992.
 JU4249
 JU4249.The orthometric height was scaled from a topographic map.
 JU4249
 JU4249.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4249.GEOID18 height accuracy estimate available here.
 JU4249
 JU4249.Click photographs - Photos may exist for this station.
 JU4249
 JU4249.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4249
 JU4249. The following values were computed from the NAD 83(1991) position.
 JU4249
 JU4249;                    North         East     Units Scale Factor Converg.
 JU4249;SPC DE       -   118,291.115   201,252.039   MT  0.99999502   +0 00 32.8
 JU4249;SPC DE       -   388,093.43    660,274.40   sFT  0.99999502   +0 00 32.8
 JU4249;UTM  18      - 4,324,136.276   465,204.941   MT  0.99961491   -0 15 12.5
 JU4249
 JU4249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4249!SPC DE       -   1.00000516  x   0.99999502  =   1.00000018
 JU4249!UTM  18      -   1.00000516  x   0.99961491  =   0.99962006
 JU4249
 JU4249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6520424136(NAD 83)
 JU4249
 JU4249                          SUPERSEDED SURVEY CONTROL
 JU4249
 JU4249.No superseded survey control is available for this station.
 JU4249
 JU4249_MARKER: Z = SEE DESCRIPTION
 JU4249_SETTING: 0 = UNSPECIFIED SETTING
 JU4249_MARK LOGO: NOS
 JU4249_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4249+SATELLITE: SATELLITE OBSERVATIONS - 1984
 JU4249
 JU4249  HISTORY     - Date     Condition        Report By
 JU4249  HISTORY     - 1984     MONUMENTED       NOS
 JU4249  HISTORY     - 20020615 MARK NOT FOUND   USPSQD
 JU4249
 JU4249                          STATION DESCRIPTION
 JU4249
 JU4249'DESCRIBED BY NATIONAL OCEAN SERVICE 1984
 JU4249'THE STATION IS ABOUT 0.8 KM (0.50 MI) N OF BOWERS, ON THE W SHORE OF
 JU4249'DELAWARE BAY AND THE S SIDE OF THE MOUTH OF THE ST. JONES RIVER.
 JU4249'TO REACH STATION FROM THE INTERSECTION OF BOWERS BEACH ROAD (ALSO
 JU4249'KNOWN AS MAIN STREET) AND ROAD TO A SIDE ROAD LEFT, TURN LEFT AND
 JU4249'DRIVE NW 0.3 MI ON THE SIDE ROAD TO A DEAD END.  PARK AND WALK NW
 JU4249'ABOUT 55 M (180.4 FT) TO THE STATION.
 JU4249'STATION IS A DRILL HOLE IN THE TOP OF A LARGE CONCRETE BLOCK WHICH
 JU4249'APPEARS TO BE AN ABANDONED LOADING RAMP.  THE DRILL HOLE HAS AN ORANGE
 JU4249'TRIANGLE PAINTED AROUND IT, AND ---JONES--- PAINTED BENEATH IT.  IT IS
 JU4249'ABOUT 16 M (52.5 FT) SE OF A UTILITY POLE, ABOUT 8 M (26.2 FT) SW OF
 JU4249'THE BAY HIGH WATERLINE, 2.1 M (6.9 FT) NE OF THE SW EDGE OF THE BLOCK,
 JU4249'AND 1.75 M (5.7 FT) NW OF THE SE EDGE OF THE BLOCK.  THE TOP SURFACE
 JU4249'OF THE BLOCK IS ABOUT 1 M (3.3 FT) ABOVE THE GROUND.
 JU4249
 JU4249                          STATION RECOVERY (2002)
 JU4249
 JU4249'RECOVERY NOTE BY US POWER SQUADRON 2002 (RP)
 JU4249'CONCRETE RUBBLE SCATTERED OVER A WIDE AREA.
 JU4249'EVIDENCE OF SUBSTANTIAL SHIFTING SAND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1795 ***********************************************************************
 JU1795  TIDAL BM    -  This is a Tidal Bench Mark.
 JU1795  DESIGNATION -  K 1
 JU1795  PID         -  JU1795
 JU1795  STATE/COUNTY-  DE/NEW CASTLE
 JU1795  COUNTRY     -  US
 JU1795  USGS QUAD   -  DELAWARE CITY (2016)
 JU1795
 JU1795                         *CURRENT SURVEY CONTROL
 JU1795  ______________________________________________________________________
 JU1795* NAD 83(1986) POSITION- 39 33 33.     (N) 075 34 58.     (W)   SCALED
 JU1795* NAVD 88 ORTHO HEIGHT -     2.379 (meters)        7.81  (feet) ADJUSTED
 JU1795  ______________________________________________________________________
 JU1795  GEOID HEIGHT    -        -33.407 (meters)                     GEOID18
 JU1795  DYNAMIC HEIGHT  -          2.378 (meters)        7.80  (feet) COMP
 JU1795  MODELED GRAVITY -    980,128.5   (mgal)                       NAVD 88
 JU1795
 JU1795  VERT ORDER      -  FIRST     CLASS I
 JU1795
 JU1795.The horizontal coordinates were scaled from a map and have
 JU1795.an estimated accuracy of +/- 6 seconds.
 JU1795
 JU1795.The orthometric height was determined by differential leveling and
 JU1795.adjusted by the NATIONAL GEODETIC SURVEY
 JU1795.in June 1991.
 JU1795
 JU1795.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1795.GEOID18 height accuracy estimate available here.
 JU1795
 JU1795.This Tidal Bench Mark is designated as VM 379
 JU1795.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU1795
 JU1795.Click photographs - Photos may exist for this station.
 JU1795
 JU1795.The dynamic height is computed by dividing the NAVD 88
 JU1795.geopotential number by the normal gravity value computed on the
 JU1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1795.degrees latitude (g = 980.6199 gals.).
 JU1795
 JU1795.The modeled gravity was interpolated from observed gravity values.
 JU1795
 JU1795;                    North         East    Units  Estimated Accuracy
 JU1795;SPC DE       -   173,100.      185,720.      MT  (+/- 180 meters Scaled)
 JU1795
 JU1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ499789(NAD 83)
 JU1795
 JU1795                          SUPERSEDED SURVEY CONTROL
 JU1795
 JU1795  NGVD 29 (11/26/84)    2.621  (m)            8.60   (f) ADJUSTED    1 1
 JU1795
 JU1795.Superseded values are not recommended for survey control.
 JU1795
 JU1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1795.See file dsdata.pdf to determine how the superseded data were derived.
 JU1795
 JU1795_MARKER: DB = BENCH MARK DISK
 JU1795_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU1795_SP_SET: CULVERT HEADWALL
 JU1795_STAMPING: 8.999 K 1 1931
 JU1795_MARK LOGO: CGS
 JU1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1795+STABILITY: SURFACE MOTION
 JU1795
 JU1795  HISTORY     - Date     Condition        Report By
 JU1795  HISTORY     - 1931     MONUMENTED       CGS
 JU1795  HISTORY     - 1971     GOOD             NGS
 JU1795  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU1795  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 JU1795  HISTORY     - 19901126 MARK NOT FOUND   USPSQD
 JU1795
 JU1795                          STATION DESCRIPTION
 JU1795
 JU1795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JU1795'0.8 MI SE FROM DELAWARE CITY.
 JU1795'ABOUT 0.85 MILE SOUTHEAST ALONG OLD STATE HIGHWAY 9 FROM THE
 JU1795'SOUTHEAST END OF THE DRAWBRIDGE OVER THE DELAWARE CITY BRANCH
 JU1795'CANAL, AT REEDY POINT, ABOUT 200 FEET NORTH OF THE NORTH BANK
 JU1795'OF THE CHESAPEAKE AND DELAWARE CANAL, SET ON THE TOP OF THE
 JU1795'NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL FOR A CULVERT
 JU1795'UNDER THE OLD HIGHWAY, 12 FEET EAST OF THE CENTER LINE OF THE
 JU1795'OLD HIGHWAY AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 JU1795'NOTE-- THE HEAD-WALL IS CRACKED AND MARK IN POOR CONDITION.
 JU1795'SHOULD PROBABLY BE USED WITH CAUTION.
 JU1795
 JU1795                          STATION RECOVERY (1979)
 JU1795
 JU1795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1795'SEARCHED FOR NOT RECOVERED.
 JU1795
 JU1795                          STATION RECOVERY (1983)
 JU1795
 JU1795'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU1795'MARK NOT FOUND.
 JU1795
 JU1795                          STATION RECOVERY (1990)
 JU1795
 JU1795'RECOVERY NOTE BY US POWER SQUADRON 1990 (CSU)
 JU1795'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2103 ***********************************************************************
 JU2103  DESIGNATION -  K 11
 JU2103  PID         -  JU2103
 JU2103  STATE/COUNTY-  DE/KENT
 JU2103  COUNTRY     -  US
 JU2103  USGS QUAD   -  MARYDEL (2016)
 JU2103
 JU2103                         *CURRENT SURVEY CONTROL
 JU2103  ______________________________________________________________________
 JU2103* NAD 83(1986) POSITION- 39 00 22.9    (N) 075 41 01.6    (W)   HD_HELD2
 JU2103* NAVD 88 ORTHO HEIGHT -    18.835 (meters)       61.79  (feet) ADJUSTED
 JU2103  ______________________________________________________________________
 JU2103  GEOID HEIGHT    -        -34.711 (meters)                     GEOID18
 JU2103  DYNAMIC HEIGHT  -         18.824 (meters)       61.76  (feet) COMP
 JU2103  MODELED GRAVITY -    980,057.1   (mgal)                       NAVD 88
 JU2103
 JU2103  VERT ORDER      -  SECOND    CLASS I
 JU2103
 JU2103.The horizontal coordinates were established by autonomous hand held GPS
 JU2103.observations and have an estimated accuracy of +/- 10 meters.
 JU2103
 JU2103.The orthometric height was determined by differential leveling and
 JU2103.adjusted by the NATIONAL GEODETIC SURVEY
 JU2103.in June 1991.
 JU2103
 JU2103.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2103.GEOID18 height accuracy estimate available here.
 JU2103
 JU2103.Click photographs - Photos may exist for this station.
 JU2103
 JU2103.The dynamic height is computed by dividing the NAVD 88
 JU2103.geopotential number by the normal gravity value computed on the
 JU2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2103.degrees latitude (g = 980.6199 gals.).
 JU2103
 JU2103.The modeled gravity was interpolated from observed gravity values.
 JU2103
 JU2103;                    North         East    Units  Estimated Accuracy
 JU2103;SPC DE       -   111,746.      176,863.      MT  (+/- 10 meters HH2 GPS)
 JU2103
 JU2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4079517704(NAD 83)
 JU2103
 JU2103                          SUPERSEDED SURVEY CONTROL
 JU2103
 JU2103  NGVD 29 (11/26/84)   19.074  (m)           62.58   (f) ADJUSTED    2 0
 JU2103
 JU2103.Superseded values are not recommended for survey control.
 JU2103
 JU2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2103.See file dsdata.pdf to determine how the superseded data were derived.
 JU2103
 JU2103_MARKER: DB = BENCH MARK DISK
 JU2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2103_STAMPING: K 11 1942
 JU2103_MARK LOGO: CGS
 JU2103_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU2103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2103+STABILITY: SURFACE MOTION
 JU2103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2103+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2011
 JU2103
 JU2103  HISTORY     - Date     Condition        Report By
 JU2103  HISTORY     - 1942     MONUMENTED       CGS
 JU2103  HISTORY     - 1964     GOOD             CGS
 JU2103  HISTORY     - 1981     GOOD             UDE
 JU2103  HISTORY     - 20030211 GOOD             MDSHA
 JU2103  HISTORY     - 20040623 GOOD             GEOCAC
 JU2103  HISTORY     - 20100521 GOOD             BECMOR
 JU2103  HISTORY     - 20111115 GOOD             DELCOS
 JU2103
 JU2103                          STATION DESCRIPTION
 JU2103
 JU2103'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JU2103'0.8 MI W FROM HOLLANDSVILLE.
 JU2103'0.8 MILE WEST ALONG A GRAVEL ROAD FROM THE INTERSECTION OF A
 JU2103'PAVED ROAD AT HOLLANDSVILLE, KENT COUNTY, THENCE 1.3 MILES NORTH
 JU2103'ALONG A DIRT ROAD, 21 FEET EAST OF THE CENTERLINE OF THE DIRT
 JU2103'ROAD, 22.4 FEET NORTH OF A 20-INCH OAK TREE, 2 FEET SOUTH OF A
 JU2103'WHITE WOODEN WITNESS POST, AND 1.5 FEET ABOVE THE LEVEL OF THE
 JU2103'ROAD.  A STANDARD DISK, STAMPED K 11 1942 AND SET IN THE TOP OF
 JU2103'A CONCRETE POST.
 JU2103
 JU2103                          STATION RECOVERY (1964)
 JU2103
 JU2103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU2103'RECOVERED IN GOOD CONDITION.
 JU2103
 JU2103                          STATION RECOVERY (1981)
 JU2103
 JU2103'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU2103'RECOVERED IN GOOD CONDITION.
 JU2103
 JU2103                          STATION RECOVERY (2003)
 JU2103
 JU2103'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2003 (SFK)
 JU2103'THE STATION IS LOCATED ABOUT 1.6 MI (2.57 KM) NORTHWEST OF
 JU2103'HOLLANDSVILLE, 2.2 MI (3.54 KM) SOUTHEAST OF LORDS CORNER AND 2.8 MI
 JU2103'(4.51 KM) SOUTHEAST OF SANDTOWN.  TO REACH THE STATION FROM THE
 JU2103'INTERSECTION OF STATE HIGHWAY 10 AND COUNTY ROAD 56 (SANDTOWN ROAD) IN
 JU2103'THE EAST EDGE OF SANDTOWN, GO SOUTHEAST ALONG COUNTY ROAD 56 FOR 1.8
 JU2103'MI (2.9 KM) TO JOHN HURD ROAD.  TURN RIGHT AND GO SOUTHEAST ALONG JOHN
 JU2103'HURD ROAD FOR 1.2 MI (1.93 KM) TO THE STATION ON THE LEFT.  THE
 JU2103'STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE MONUMENT WHICH
 JU2103'IS FLUSH WITH THE GROUND.  IT IS 21.0 FT (6.4 M) EAST OF THE CENTER
 JU2103'LINE OF THE ROAD, 22.1 FT (6.7 M) NORTH OF A 24 INCH (61 CM) OAK TREE,
 JU2103'46.3 FT (14.1 M) EAST-NORTHEAST AND ACROSS THE ROAD FROM THE EAST END
 JU2103'OF A 18 INCH (46 CM) METAL PIPE LEADING WEST TO A L-SHAPED DITCH, 1.1
 JU2103'FT (0.3 M) WEST OF A CARSONITE WITNESS POST AND ABOUT 2 FT (0.6 M)
 JU2103'HIGHER THAN THE ROAD.
 JU2103
 JU2103                          STATION RECOVERY (2004)
 JU2103
 JU2103'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JU2103'THERE IS NO WHITE WITNESS POST IN THE VICINITY.  THE DISK IS 1.5 FEET
 JU2103'WEST OF AN ORANGE CARSONITE WITNESS POST.
 JU2103
 JU2103                          STATION RECOVERY (2010)
 JU2103
 JU2103'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU2103'RECOVERED IN GOOD CONDITION.
 JU2103
 JU2103                          STATION RECOVERY (2011)
 JU2103
 JU2103'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 JU2103'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1242 ***********************************************************************
 JU1242  DESIGNATION -  K 14
 JU1242  PID         -  JU1242
 JU1242  STATE/COUNTY-  DE/KENT
 JU1242  COUNTRY     -  US
 JU1242  USGS QUAD   -  SMYRNA (2016)
 JU1242
 JU1242                         *CURRENT SURVEY CONTROL
 JU1242  ______________________________________________________________________
 JU1242* NAD 83(1986) POSITION- 39 16 07.     (N) 075 31 16.     (W)   SCALED
 JU1242* NAVD 88 ORTHO HEIGHT -     5.612 (meters)       18.41  (feet) ADJUSTED
 JU1242  ______________________________________________________________________
 JU1242  GEOID HEIGHT    -        -34.023 (meters)                     GEOID18
 JU1242  DYNAMIC HEIGHT  -          5.609 (meters)       18.40  (feet) COMP
 JU1242  MODELED GRAVITY -    980,105.9   (mgal)                       NAVD 88
 JU1242
 JU1242  VERT ORDER      -  THIRD
 JU1242
 JU1242.The horizontal coordinates were scaled from a map and have
 JU1242.an estimated accuracy of +/- 6 seconds.
 JU1242
 JU1242.The orthometric height was determined by differential leveling and
 JU1242.adjusted by the NATIONAL GEODETIC SURVEY
 JU1242.in June 1991.
 JU1242
 JU1242.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1242.GEOID18 height accuracy estimate available here.
 JU1242
 JU1242.Click photographs - Photos may exist for this station.
 JU1242
 JU1242.The dynamic height is computed by dividing the NAVD 88
 JU1242.geopotential number by the normal gravity value computed on the
 JU1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1242.degrees latitude (g = 980.6199 gals.).
 JU1242
 JU1242.The modeled gravity was interpolated from observed gravity values.
 JU1242
 JU1242;                    North         East    Units  Estimated Accuracy
 JU1242;SPC DE       -   140,830.      190,990.      MT  (+/- 180 meters Scaled)
 JU1242
 JU1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ550467(NAD 83)
 JU1242
 JU1242                          SUPERSEDED SURVEY CONTROL
 JU1242
 JU1242  NGVD 29 (11/26/84)    5.820  (m)           19.09   (f) ADJUSTED    3 0
 JU1242
 JU1242.Superseded values are not recommended for survey control.
 JU1242
 JU1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1242.See file dsdata.pdf to determine how the superseded data were derived.
 JU1242
 JU1242_MARKER: DB = BENCH MARK DISK
 JU1242_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU1242_STAMPING: K 14 1946
 JU1242_MARK LOGO: CGS
 JU1242_PROJECTION: PROJECTING 5 CENTIMETERS
 JU1242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1242
 JU1242  HISTORY     - Date     Condition        Report By
 JU1242  HISTORY     - 1946     MONUMENTED       CGS
 JU1242  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1242  HISTORY     - 20120322 MARK NOT FOUND   DELCOS
 JU1242
 JU1242                          STATION DESCRIPTION
 JU1242
 JU1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JU1242'8.7 MI N FROM LITTLE CREEK.
 JU1242'8.7 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF THE
 JU1242'ROAD LEADING EAST (TO PORT MAHON LIGHHOUSE) AT LITTLE CREEK, KENT
 JU1242'COUNTY, AT WHITEHALL CROSSROADS, 32 FEET NORTH OF THE CENTERLINE
 JU1242'OF THE CROSS ROAD, 29 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 JU1242'7 FEET NORTH OF POLE 307, 3 FEET WEST OF A NORTH-AND-SOUTH FENCE
 JU1242'AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDAR DISK,
 JU1242'STAMPED K 14 1946 AND SET IN THE TOP OF A CONCRETE-FILLED
 JU1242'GALVANIZED-IRON PIPE PROJECTING 2 INCHES ABOVE GROUND.
 JU1242
 JU1242                          STATION RECOVERY (1981)
 JU1242
 JU1242'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1242'MARK NOT FOUND.
 JU1242
 JU1242                          STATION RECOVERY (2012)
 JU1242
 JU1242'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1242'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2126 ***********************************************************************
 JU2126  DESIGNATION -  K 21
 JU2126  PID         -  JU2126
 JU2126  STATE/COUNTY-  DE/NEW CASTLE
 JU2126  COUNTRY     -  US
 JU2126  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU2126
 JU2126                         *CURRENT SURVEY CONTROL
 JU2126  ______________________________________________________________________
 JU2126* NAD 83(1986) POSITION- 39 45 14.     (N) 075 30 22.     (W)   SCALED
 JU2126* NAVD 88 ORTHO HEIGHT -     2.393 (meters)        7.85  (feet) ADJUSTED
 JU2126  ______________________________________________________________________
 JU2126  GEOID HEIGHT    -        -32.951 (meters)                     GEOID18
 JU2126  DYNAMIC HEIGHT  -          2.392 (meters)        7.85  (feet) COMP
 JU2126  MODELED GRAVITY -    980,174.7   (mgal)                       NAVD 88
 JU2126
 JU2126  VERT ORDER      -  FIRST     CLASS I
 JU2126
 JU2126.The horizontal coordinates were scaled from a map and have
 JU2126.an estimated accuracy of +/- 6 seconds.
 JU2126
 JU2126.The orthometric height was determined by differential leveling and
 JU2126.adjusted by the NATIONAL GEODETIC SURVEY
 JU2126.in June 1991.
 JU2126
 JU2126.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2126.GEOID18 height accuracy estimate available here.
 JU2126
 JU2126.Click photographs - Photos may exist for this station.
 JU2126
 JU2126.The dynamic height is computed by dividing the NAVD 88
 JU2126.geopotential number by the normal gravity value computed on the
 JU2126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2126.degrees latitude (g = 980.6199 gals.).
 JU2126
 JU2126.The modeled gravity was interpolated from observed gravity values.
 JU2126
 JU2126;                    North         East    Units  Estimated Accuracy
 JU2126;SPC DE       -   194,710.      192,340.      MT  (+/- 180 meters Scaled)
 JU2126
 JU2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK566005(NAD 83)
 JU2126
 JU2126                          SUPERSEDED SURVEY CONTROL
 JU2126
 JU2126  NGVD 29 (11/26/84)    2.658  (m)            8.72   (f) ADJUSTED    1 1
 JU2126
 JU2126.Superseded values are not recommended for survey control.
 JU2126
 JU2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2126.See file dsdata.pdf to determine how the superseded data were derived.
 JU2126
 JU2126_MARKER: DB = BENCH MARK DISK
 JU2126_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU2126_SP_SET: CULVERT HEADWALL
 JU2126_STAMPING: K 21 1959
 JU2126_MARK LOGO: CGS
 JU2126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2126+STABILITY: SURFACE MOTION
 JU2126
 JU2126  HISTORY     - Date     Condition        Report By
 JU2126  HISTORY     - 1959     MONUMENTED       CGS
 JU2126  HISTORY     - 1963     GOOD             CGS
 JU2126  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU2126
 JU2126                          STATION DESCRIPTION
 JU2126
 JU2126'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU2126'AT WILMINGTON.
 JU2126'AT WILMINGTON, ABOUT 100 YARDS NW OF EDGEMOOR RD OVERPASS OVER
 JU2126'GOVERNOR PRINTZ BLVD, 16 FT E OF E CURB OF 4 LANE EDGEMOOR RD
 JU2126'LEADING TO THE JUNCTION OF GOVERNOR PRINTZ BLVD, 74 FT WSW OF
 JU2126'CURB OF EDGEMOOR RD LEADING TO OVERPASS, 199 FT N OF N CURB
 JU2126'LINE OF GOVERNOR PRINTZ BLVD, IN THE TOP OF THE SOUTH END
 JU2126'OF THE E HEADWALL OF A 6 FT CONCRETE CULVERT UNDER THE SE
 JU2126'CORNER OF A SHOPPING CENTER PARKING LOT AND ABOUT LEVEL
 JU2126'WITH EDGEMOOR RD.
 JU2126
 JU2126                          STATION RECOVERY (2013)
 JU2126
 JU2126'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU2126'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1704 ***********************************************************************
 JU1704  DESIGNATION -  K 22
 JU1704  PID         -  JU1704
 JU1704  STATE/COUNTY-  DE/NEW CASTLE
 JU1704  COUNTRY     -  US
 JU1704  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1704
 JU1704                         *CURRENT SURVEY CONTROL
 JU1704  ______________________________________________________________________
 JU1704* NAD 83(1986) POSITION- 39 42 50.     (N) 075 35 55.     (W)   SCALED
 JU1704* NAVD 88 ORTHO HEIGHT -     5.722 (meters)       18.77  (feet) ADJUSTED
 JU1704  ______________________________________________________________________
 JU1704  GEOID HEIGHT    -        -32.956 (meters)                     GEOID18
 JU1704  DYNAMIC HEIGHT  -          5.719 (meters)       18.76  (feet) COMP
 JU1704  MODELED GRAVITY -    980,172.2   (mgal)                       NAVD 88
 JU1704
 JU1704  VERT ORDER      -  SECOND    CLASS 0
 JU1704
 JU1704.The horizontal coordinates were scaled from a map and have
 JU1704.an estimated accuracy of +/- 6 seconds.
 JU1704
 JU1704.The orthometric height was determined by differential leveling and
 JU1704.adjusted by the NATIONAL GEODETIC SURVEY
 JU1704.in June 1991.
 JU1704
 JU1704.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1704.GEOID18 height accuracy estimate available here.
 JU1704
 JU1704.Click photographs - Photos may exist for this station.
 JU1704
 JU1704.The dynamic height is computed by dividing the NAVD 88
 JU1704.geopotential number by the normal gravity value computed on the
 JU1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1704.degrees latitude (g = 980.6199 gals.).
 JU1704
 JU1704.The modeled gravity was interpolated from observed gravity values.
 JU1704
 JU1704;                    North         East    Units  Estimated Accuracy
 JU1704;SPC DE       -   190,280.      184,400.      MT  (+/- 180 meters Scaled)
 JU1704
 JU1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ486961(NAD 83)
 JU1704
 JU1704                          SUPERSEDED SURVEY CONTROL
 JU1704
 JU1704  NGVD 29 (11/26/84)    6.072  (m)           19.92   (f) ADJUSTED    2 0
 JU1704
 JU1704.Superseded values are not recommended for survey control.
 JU1704
 JU1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1704.See file dsdata.pdf to determine how the superseded data were derived.
 JU1704
 JU1704_MARKER: DB = BENCH MARK DISK
 JU1704_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU1704_SP_SET: WALL
 JU1704_STAMPING: K 22 1959
 JU1704_MARK LOGO: CGS
 JU1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1704+STABILITY: SURFACE MOTION
 JU1704
 JU1704  HISTORY     - Date     Condition        Report By
 JU1704  HISTORY     - 1959     MONUMENTED       CGS
 JU1704  HISTORY     - 1981     GOOD             UDE
 JU1704  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1704
 JU1704                          STATION DESCRIPTION
 JU1704
 JU1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1704'AT NEWPORT.
 JU1704'AT NEWPORT, 0.65 MILE EAST-NORTHEAST ALONG THE PENNSYLVANIA
 JU1704'RAILROAD FROM THE OVERPASS OVER STATE HIGHWAY 41, 25 1/2 FEET
 JU1704'SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST RAIL OF THE SOUTH-SOUTHEAST
 JU1704'TRACK OF FOUR TRACKS, SOUTHEAST OF AND ACROSS THE TRACKS FROM THE
 JU1704'SOUTH END OF MARSH ROAD, 73 FEET NORTH-NORTHWEST OF AND ACROSS A
 JU1704'ROAD PARALLELING THE TRACK FROM THE NORTH CORNER OF A STEEL FENCE
 JU1704'AROUND THE ALLIED STEEL PLANT, 0.05 MILE SOUTH OF AND ACROSS THE
 JU1704'TRACKS FROM MILEPOST 30, IN TOP OF THE WEST-SOUTHWEST END OF A
 JU1704'3-FOOT-HIGH AND 25-FOOT-LONG WALL TO BLOCK CROSSING OF STREET,
 JU1704'AND ABOUT LEVEL WITH THE TRACK.
 JU1704
 JU1704                          STATION RECOVERY (1981)
 JU1704
 JU1704'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1704'RECOVERED IN GOOD CONDITION.
 JU1704
 JU1704                          STATION RECOVERY (2013)
 JU1704
 JU1704'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1704'LOCATED ON AMTRAK PROPERTY, NEAR ACTIVE RAIL LINES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0115 ***********************************************************************
 HU0115  DESIGNATION -  K 27
 HU0115  PID         -  HU0115
 HU0115  STATE/COUNTY-  DE/SUSSEX
 HU0115  COUNTRY     -  US
 HU0115  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU0115
 HU0115                         *CURRENT SURVEY CONTROL
 HU0115  ______________________________________________________________________
 HU0115* NAD 83(1986) POSITION- 38 41 06.09   (N) 075 04 23.66   (W)   HD_HELD1
 HU0115* NAVD 88 ORTHO HEIGHT -     0.783 (meters)        2.57  (feet) ADJUSTED
 HU0115  ______________________________________________________________________
 HU0115  GEOID HEIGHT    -        -35.690 (meters)                     GEOID18
 HU0115  DYNAMIC HEIGHT  -          0.782 (meters)        2.57  (feet) COMP
 HU0115  MODELED GRAVITY -    980,033.9   (mgal)                       NAVD 88
 HU0115
 HU0115  VERT ORDER      -  SECOND    CLASS 0
 HU0115
 HU0115.The horizontal coordinates were determined by differentially corrected
 HU0115.hand held GPS observations or other comparable positioning techniques
 HU0115.and have an estimated accuracy of +/- 3 meters.
 HU0115
 HU0115.The orthometric height was determined by differential leveling and
 HU0115.adjusted by the NATIONAL GEODETIC SURVEY
 HU0115.in June 1991.
 HU0115
 HU0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0115.GEOID18 height accuracy estimate available here.
 HU0115
 HU0115.Click photographs - Photos may exist for this station.
 HU0115
 HU0115.The dynamic height is computed by dividing the NAVD 88
 HU0115.geopotential number by the normal gravity value computed on the
 HU0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0115.degrees latitude (g = 980.6199 gals.).
 HU0115
 HU0115.The modeled gravity was interpolated from observed gravity values.
 HU0115
 HU0115;                    North         East    Units  Estimated Accuracy
 HU0115;SPC DE       -    76,095.4     229,881.3     MT  (+/- 3 meters HH1 GPS) 
 HU0115
 HU0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9363081826(NAD 83)
 HU0115
 HU0115                          SUPERSEDED SURVEY CONTROL
 HU0115
 HU0115  NGVD 29 (11/26/84)    1.018  (m)            3.34   (f) ADJUSTED    2 0
 HU0115
 HU0115.Superseded values are not recommended for survey control.
 HU0115
 HU0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0115.See file dsdata.pdf to determine how the superseded data were derived.
 HU0115
 HU0115_MARKER: DB = BENCH MARK DISK
 HU0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0115_STAMPING: K 27 1962
 HU0115_MARK LOGO: CGS
 HU0115_PROJECTION: PROJECTING 5 CENTIMETERS
 HU0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0115+STABILITY: SURFACE MOTION
 HU0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0115+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 HU0115
 HU0115  HISTORY     - Date     Condition        Report By
 HU0115  HISTORY     - 1962     MONUMENTED       CGS
 HU0115  HISTORY     - 1962     GOOD             CGS
 HU0115  HISTORY     - 1981     GOOD             UDE
 HU0115  HISTORY     - 19971221 GOOD             USPSQD
 HU0115  HISTORY     - 20011218 GOOD             USPSQD
 HU0115  HISTORY     - 20060518 GOOD             DEDT
 HU0115  HISTORY     - 20120210 GOOD             DELCOS
 HU0115  HISTORY     - 20140917 GOOD             BASE9
 HU0115
 HU0115                          STATION DESCRIPTION
 HU0115
 HU0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0115'2.2 MI S FROM REHOBOTH BEACH.
 HU0115'2.2 MILES SOUTH ON SECOND STREET, ALTERNATE STATE HIGHWAY 14 AND
 HU0115'STATE HIGHWAY 14 FROM THE POST OFFICE IN REHOBOTH BEACH.  52 FEET
 HU0115'NORTH OF THE CENTER OF MC KEAN AVENUE (INDIAN BEACH), 49 FEET EAST
 HU0115'OF THE CENTER LINE OF HIGHWAY 14, 28 FEET NORTHEAST OF A POWER LINE
 HU0115'AND CABLE POLE NO. 302-79, 1.5 FEET WEST OF A PICKET FENCE, 2 FEET
 HU0115'NORTH OF A WOODEN WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.
 HU0115'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HU0115
 HU0115                          STATION RECOVERY (1962)
 HU0115
 HU0115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HU0115'RECOVERED IN GOOD CONDITION.
 HU0115
 HU0115                          STATION RECOVERY (1981)
 HU0115
 HU0115'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0115'RECOVERED IN GOOD CONDITION.
 HU0115
 HU0115                          STATION RECOVERY (1997)
 HU0115
 HU0115'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU0115'RECOVERED IN GOOD CONDITION.
 HU0115
 HU0115                          STATION RECOVERY (2001)
 HU0115
 HU0115'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCZ)
 HU0115'RECOVERED IN GOOD CONDITION.
 HU0115
 HU0115                          STATION RECOVERY (2006)
 HU0115
 HU0115'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2006 (JC)
 HU0115'RECOVERED IN GOOD CONDITION.
 HU0115
 HU0115                          STATION RECOVERY (2012)
 HU0115
 HU0115'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0115'RECOVERED IN GOOD CONDITION.
 HU0115
 HU0115                          STATION RECOVERY (2014)
 HU0115
 HU0115'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2014 (DRD)
 HU0115'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0383 ***********************************************************************
 HU0383  DESIGNATION -  K 28
 HU0383  PID         -  HU0383
 HU0383  STATE/COUNTY-  DE/SUSSEX
 HU0383  COUNTRY     -  US
 HU0383  USGS QUAD   -  ASSAWOMAN BAY (2016)
 HU0383
 HU0383                         *CURRENT SURVEY CONTROL
 HU0383  ______________________________________________________________________
 HU0383* NAD 83(1986) POSITION- 38 28 25.     (N) 075 03 04.     (W)   SCALED
 HU0383* NAVD 88 ORTHO HEIGHT -     2.408 (meters)        7.90  (feet) ADJUSTED
 HU0383  ______________________________________________________________________
 HU0383  GEOID HEIGHT    -        -35.896 (meters)                     GEOID18
 HU0383  DYNAMIC HEIGHT  -          2.406 (meters)        7.89  (feet) COMP
 HU0383  MODELED GRAVITY -    980,021.7   (mgal)                       NAVD 88
 HU0383
 HU0383  VERT ORDER      -  SECOND    CLASS 0
 HU0383
 HU0383.The horizontal coordinates were scaled from a map and have
 HU0383.an estimated accuracy of +/- 6 seconds.
 HU0383
 HU0383.The orthometric height was determined by differential leveling and
 HU0383.adjusted by the NATIONAL GEODETIC SURVEY
 HU0383.in June 1991.
 HU0383
 HU0383.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0383.GEOID18 height accuracy estimate available here.
 HU0383
 HU0383.Click photographs - Photos may exist for this station.
 HU0383
 HU0383.The dynamic height is computed by dividing the NAVD 88
 HU0383.geopotential number by the normal gravity value computed on the
 HU0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0383.degrees latitude (g = 980.6199 gals.).
 HU0383
 HU0383.The modeled gravity was interpolated from observed gravity values.
 HU0383
 HU0383;                    North         East    Units  Estimated Accuracy
 HU0383;SPC DE       -    52,630.      231,900.      MT  (+/- 180 meters Scaled)
 HU0383
 HU0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH955583(NAD 83)
 HU0383
 HU0383                          SUPERSEDED SURVEY CONTROL
 HU0383
 HU0383  NGVD 29 (11/26/84)    2.646  (m)            8.68   (f) ADJUSTED    2 0
 HU0383
 HU0383.Superseded values are not recommended for survey control.
 HU0383
 HU0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0383.See file dsdata.pdf to determine how the superseded data were derived.
 HU0383
 HU0383_MARKER: DB = BENCH MARK DISK
 HU0383_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0383_SP_SET: FOUNDATION
 HU0383_STAMPING: K 28 1962
 HU0383_MARK LOGO: CGS
 HU0383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0383
 HU0383  HISTORY     - Date     Condition        Report By
 HU0383  HISTORY     - 1962     MONUMENTED       CGS
 HU0383  HISTORY     - 1981     POOR             UDE
 HU0383
 HU0383                          STATION DESCRIPTION
 HU0383
 HU0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0383'4.4 MI S FROM BETHANY BEACH.
 HU0383'4.45 MILES SOUTH ON STATE HIGHWAY 14 FROM ITS JUNCTION WITH STATE
 HU0383'HIGHWAY 26 IN BETHANY BEACH.  258 FEET EAST OF THE CENTER LINE
 HU0383'OF HIGHWAY 14 AND 3 FEET ABOVE THE LEVEL OF THE GROUND.  SET IN
 HU0383'DRILL HOLE IN THE SOUTHWEST CONCRETE FOUNDATION OF THE FENWICK
 HU0383'ISLAND COAST GUARD STATION LOOK-OUT TOWER.
 HU0383
 HU0383                          STATION RECOVERY (1981)
 HU0383
 HU0383'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0383'HAS BEEN PRIED AT. SOMEONE TRIED TO PRY IT OFF.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0076 ***********************************************************************
 HU0076  DESIGNATION -  K 29
 HU0076  PID         -  HU0076
 HU0076  STATE/COUNTY-  DE/SUSSEX
 HU0076  COUNTRY     -  US
 HU0076  USGS QUAD   -  LEWES (2016)
 HU0076
 HU0076                         *CURRENT SURVEY CONTROL
 HU0076  ______________________________________________________________________
 HU0076* NAD 83(1986) POSITION- 38 46 04.     (N) 075 12 54.     (W)   SCALED
 HU0076* NAVD 88 ORTHO HEIGHT -     7.830 (meters)       25.69  (feet) ADJUSTED
 HU0076  ______________________________________________________________________
 HU0076  GEOID HEIGHT    -        -35.622 (meters)                     GEOID18
 HU0076  DYNAMIC HEIGHT  -          7.826 (meters)       25.68  (feet) COMP
 HU0076  MODELED GRAVITY -    980,035.8   (mgal)                       NAVD 88
 HU0076
 HU0076  VERT ORDER      -  FIRST     CLASS II
 HU0076
 HU0076.The horizontal coordinates were scaled from a map and have
 HU0076.an estimated accuracy of +/- 6 seconds.
 HU0076
 HU0076.The orthometric height was determined by differential leveling and
 HU0076.adjusted by the NATIONAL GEODETIC SURVEY
 HU0076.in June 1991.
 HU0076
 HU0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0076.GEOID18 height accuracy estimate available here.
 HU0076
 HU0076.Click photographs - Photos may exist for this station.
 HU0076
 HU0076.The dynamic height is computed by dividing the NAVD 88
 HU0076.geopotential number by the normal gravity value computed on the
 HU0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0076.degrees latitude (g = 980.6199 gals.).
 HU0076
 HU0076.The modeled gravity was interpolated from observed gravity values.
 HU0076
 HU0076;                    North         East    Units  Estimated Accuracy
 HU0076;SPC DE       -    85,250.      217,530.      MT  (+/- 180 meters Scaled)
 HU0076
 HU0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH813910(NAD 83)
 HU0076
 HU0076                          SUPERSEDED SURVEY CONTROL
 HU0076
 HU0076  NGVD 29 (11/26/84)    8.067  (m)           26.47   (f) ADJUSTED    1 2
 HU0076
 HU0076.Superseded values are not recommended for survey control.
 HU0076
 HU0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0076.See file dsdata.pdf to determine how the superseded data were derived.
 HU0076
 HU0076_MARKER: DB = BENCH MARK DISK
 HU0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0076_STAMPING: K 29 1962
 HU0076_MARK LOGO: CGS
 HU0076_PROJECTION: PROJECTING 5 CENTIMETERS
 HU0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0076+STABILITY: SURFACE MOTION
 HU0076
 HU0076  HISTORY     - Date     Condition        Report By
 HU0076  HISTORY     - 1962     MONUMENTED       CGS
 HU0076  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU0076
 HU0076                          STATION DESCRIPTION
 HU0076
 HU0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0076'1.8 MI NW FROM NASSAU.
 HU0076'1.85 MILE NORTHWEST ON STATE HIGHWAY 14 FROM THE CROSSING OF THE
 HU0076'PENNSYLVANIA RAILROAD AT NASSAU.  91 YARDS NORTHWEST OF BLACKTOPPED
 HU0076'ROAD LEADING SOUTHWEST, 46 FEET SOUTHWEST OF THE CENTER LINE OF
 HU0076'HIGHWAY 14, 35.5 FEET NORTHWEST OF A FENCE CORNER AT THE NORTHEAST
 HU0076'CORNER OF A PASTURE, 21.3 FEET WEST OF THE NORTHWEST CORNER OF A TILE
 HU0076'PIPE CULVERT UNDER THE DRIVEWAY TO PASTURE, 1.5 FEET NORTHEAST OF
 HU0076'FENCE LINE, 2 FEET SOUTHEAST OF A WOODEN WITNESS POST AND ABOUT LEVEL
 HU0076'WITH THE HIGHWAY.  SET IN THE TOP OF A CONCRETE POST PROJECTING
 HU0076'2 INCHES.
 HU0076
 HU0076                          STATION RECOVERY (2012)
 HU0076
 HU0076'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0076'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0077 ***********************************************************************
 HU0077  DESIGNATION -  K 29 RESET
 HU0077  PID         -  HU0077
 HU0077  STATE/COUNTY-  DE/SUSSEX
 HU0077  COUNTRY     -  US
 HU0077  USGS QUAD   -  LEWES (2016)
 HU0077
 HU0077                         *CURRENT SURVEY CONTROL
 HU0077  ______________________________________________________________________
 HU0077* NAD 83(1986) POSITION- 38 46 04.     (N) 075 12 54.     (W)   SCALED
 HU0077* NAVD 88 ORTHO HEIGHT -     7.58  (meters)       24.9   (feet) RESET
 HU0077  ______________________________________________________________________
 HU0077  GEOID HEIGHT    -        -35.622 (meters)                     GEOID18
 HU0077  VERT ORDER      -  THIRD
 HU0077
 HU0077.The horizontal coordinates were scaled from a map and have
 HU0077.an estimated accuracy of +/- 6 seconds.
 HU0077
 HU0077.The orthometric height was computed from unverified reset data.
 HU0077
 HU0077.No vertical observational check was made to the station.
 HU0077
 HU0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0077.GEOID18 height accuracy estimate available here.
 HU0077
 HU0077.Click photographs - Photos may exist for this station.
 HU0077
 HU0077;                    North         East    Units  Estimated Accuracy
 HU0077;SPC DE       -    85,250.      217,530.      MT  (+/- 180 meters Scaled)
 HU0077
 HU0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH813910(NAD 83)
 HU0077
 HU0077                          SUPERSEDED SURVEY CONTROL
 HU0077
 HU0077  NGVD 29 (??/??/??)    7.81   (m)           25.6    (f) RESET       3  
 HU0077
 HU0077.Superseded values are not recommended for survey control.
 HU0077
 HU0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0077.See file dsdata.pdf to determine how the superseded data were derived.
 HU0077
 HU0077_MARKER: DB = BENCH MARK DISK
 HU0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0077_STAMPING: K 29 RESET 1965
 HU0077_MARK LOGO: CGS
 HU0077_PROJECTION: FLUSH
 HU0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0077+STABILITY: SURFACE MOTION
 HU0077
 HU0077  HISTORY     - Date     Condition        Report By
 HU0077  HISTORY     - 1965     MONUMENTED       DEDHT
 HU0077  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0077  HISTORY     - 1982     MARK NOT FOUND   USGS
 HU0077  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU0077
 HU0077                          STATION DESCRIPTION
 HU0077
 HU0077'DESCRIBED BY DE DEPT OF HIGHWAYS 1965
 HU0077'1.8 MI NW FROM NASSAU.
 HU0077'1.85 MILES NORTHWEST OF NASSAU ON STATE HIGHWAY 14 FROM THE
 HU0077'CROSSING OF PENNSYLVANIA RAILROAD AT NASSAU.  91 YARDS NORTHWEST OF
 HU0077'SURFACE TREATED COUNTY ROAD 88 LEADING WEST.  29 FEET EAST OF THE
 HU0077'PRESENT CENTERLINE OF RT. 14 (NORTH BOUND LANE OF PROPOSED DUAL)
 HU0077'AND ABOUT LEVEL WITH THE HIGHWAY OPPOSITE STATION 130 + 08 CONT.
 HU0077'65-01-002.  A WITNESS POST PAINTED WHITE IS SET 2 FEET NORTH OF BENCH
 HU0077'MARK WHICH IS SET IN A 8 INCH X 8 INCH CONCRETE MONUMENT FLUSH WITH
 HU0077'EXISTING GROUND.
 HU0077
 HU0077                          STATION RECOVERY (1981)
 HU0077
 HU0077'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0077'MARK NOT FOUND.
 HU0077
 HU0077                          STATION RECOVERY (1982)
 HU0077
 HU0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HU0077'MARK NOT FOUND.
 HU0077
 HU0077                          STATION RECOVERY (2012)
 HU0077
 HU0077'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0077'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1820 ***********************************************************************
 JU1820  DESIGNATION -  K 3
 JU1820  PID         -  JU1820
 JU1820  STATE/COUNTY-  DE/NEW CASTLE
 JU1820  COUNTRY     -  US
 JU1820  USGS QUAD   -  SAINT GEORGES (2016)
 JU1820
 JU1820                         *CURRENT SURVEY CONTROL
 JU1820  ______________________________________________________________________
 JU1820* NAD 83(1986) POSITION- 39 32 14.98   (N) 075 43 32.44   (W)   HD_HELD1
 JU1820* NAVD 88 ORTHO HEIGHT -    20.453 (meters)       67.10  (feet) ADJUSTED
 JU1820  ______________________________________________________________________
 JU1820  GEOID HEIGHT    -        -33.300 (meters)                     GEOID18
 JU1820  DYNAMIC HEIGHT  -         20.443 (meters)       67.07  (feet) COMP
 JU1820  MODELED GRAVITY -    980,138.4   (mgal)                       NAVD 88
 JU1820
 JU1820  VERT ORDER      -  FIRST     CLASS I
 JU1820
 JU1820.The horizontal coordinates were determined by differentially corrected
 JU1820.hand held GPS observations or other comparable positioning techniques
 JU1820.and have an estimated accuracy of +/- 3 meters.
 JU1820
 JU1820.The orthometric height was determined by differential leveling and
 JU1820.adjusted by the NATIONAL GEODETIC SURVEY
 JU1820.in June 1991.
 JU1820
 JU1820.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1820.GEOID18 height accuracy estimate available here.
 JU1820
 JU1820.Click photographs - Photos may exist for this station.
 JU1820
 JU1820.The dynamic height is computed by dividing the NAVD 88
 JU1820.geopotential number by the normal gravity value computed on the
 JU1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1820.degrees latitude (g = 980.6199 gals.).
 JU1820
 JU1820.The modeled gravity was interpolated from observed gravity values.
 JU1820
 JU1820;                    North         East    Units  Estimated Accuracy
 JU1820;SPC DE       -   170,723.7     173,435.3     MT  (+/- 3 meters HH1 GPS) 
 JU1820
 JU1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3764076677(NAD 83)
 JU1820
 JU1820                          SUPERSEDED SURVEY CONTROL
 JU1820
 JU1820  NGVD 29 (11/26/84)   20.692  (m)           67.89   (f) ADJUSTED    1 1
 JU1820
 JU1820.Superseded values are not recommended for survey control.
 JU1820
 JU1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1820.See file dsdata.pdf to determine how the superseded data were derived.
 JU1820
 JU1820_MARKER: DB = BENCH MARK DISK
 JU1820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1820_STAMPING: 68.261 K 3 1931
 JU1820_MARK LOGO: CGS
 JU1820_PROJECTION: PROJECTING 3 CENTIMETERS
 JU1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1820+STABILITY: SURFACE MOTION
 JU1820
 JU1820  HISTORY     - Date     Condition        Report By
 JU1820  HISTORY     - 1931     MONUMENTED       CGS
 JU1820  HISTORY     - 1963     GOOD             CGS
 JU1820  HISTORY     - 1982     MARK NOT FOUND   USPSQD
 JU1820  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1820
 JU1820                          STATION DESCRIPTION
 JU1820
 JU1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1820'AT SUMMIT BRIDGE.
 JU1820'AT SUMMIT BRIDGE, ABOUT 0.2 MILE SOUTH ALONG BLACK TOP ROAD 63
 JU1820'FROM THE JUNCTION OF A DIRT ROAD LEADING EAST AND WEST ALONG THE
 JU1820'SOUTH SIDE OF THE CHESAPEAKE AND DELAWARE CANAL, AT THE JUNCTION
 JU1820'OF BLACK TOP ROAD 412 LEADING EAST, 50 FEET NORTHEAST OF CENTER OF
 JU1820'THE JUNCTION, 36 FEET EAST OF CENTERLINE OF ROAD 63, 38 FEET NORTH
 JU1820'OF CENTERLINE OF ROAD 412, 40 FEET SOUTH OF A TELEPHONE POLE,
 JU1820'2 1/2 FEET ABOVE LEVEL OF ROADS, AND SET IN THE TOP OF A CONCRETE
 JU1820'POST PROJECTING 1 INCH.
 JU1820
 JU1820                          STATION RECOVERY (1982)
 JU1820
 JU1820'RECOVERY NOTE BY US POWER SQUADRON 1982
 JU1820'MARK NOT FOUND.
 JU1820
 JU1820                          STATION RECOVERY (2013)
 JU1820
 JU1820'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1820'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0178 ***********************************************************************
 HU0178  DESIGNATION -  K 30
 HU0178  PID         -  HU0178
 HU0178  STATE/COUNTY-  DE/SUSSEX
 HU0178  COUNTRY     -  US
 HU0178  USGS QUAD   -  MISPILLION RIVER (2016)
 HU0178
 HU0178                         *CURRENT SURVEY CONTROL
 HU0178  ______________________________________________________________________
 HU0178* NAD 83(2011) POSITION- 38 54 40.73705(N) 075 18 19.62760(W)   ADJUSTED
 HU0178* NAD 83(2011) ELLIP HT-   -34.750 (meters)        (12/20/17)   ADJUSTED
 HU0178* NAD 83(2011) EPOCH   -  2010.00
 HU0178* NAVD 88 ORTHO HEIGHT -     0.635 (meters)        2.08  (feet) ADJUSTED
 HU0178  ______________________________________________________________________
 HU0178  GEOID HEIGHT    -        -35.373 (meters)                     GEOID18
 HU0178  NAD 83(2011) X  -  1,260,590.205 (meters)                     COMP
 HU0178  NAD 83(2011) Y  - -4,806,947.580 (meters)                     COMP
 HU0178  NAD 83(2011) Z  -  3,984,639.216 (meters)                     COMP
 HU0178  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 HU0178  DYNAMIC HEIGHT  -          0.635 (meters)        2.08  (feet) COMP
 HU0178  MODELED GRAVITY -    980,046.7   (mgal)                       NAVD 88
 HU0178
 HU0178  VERT ORDER      -  FIRST     CLASS II
 HU0178
 HU0178  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU0178  Standards:
 HU0178         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU0178            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU0178  -------------------------------------------------------------------
 HU0178  NETWORK    0.74   0.71           0.33   0.27   0.36     -0.05012100
 HU0178  -------------------------------------------------------------------
 HU0178  Click here for local accuracies and other accuracy information.
 HU0178
 HU0178.The horizontal coordinates were established by GPS observations
 HU0178.and adjusted by the MASER CONSULTING in December 2017.
 HU0178
 HU0178.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU0178.been affixed to the stable North American tectonic plate. See 
 HU0178.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU0178
 HU0178.The horizontal coordinates are valid at the epoch date displayed above
 HU0178.which is a decimal equivalence of Year/Month/Day.
 HU0178
 HU0178.The orthometric height was determined by differential leveling and
 HU0178.adjusted by the NATIONAL GEODETIC SURVEY
 HU0178.in January 2013.
 HU0178
 HU0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0178.GEOID18 height accuracy estimate available here.
 HU0178
 HU0178.Click photographs - Photos may exist for this station.
 HU0178
 HU0178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU0178
 HU0178.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU0178
 HU0178.The ellipsoidal height was determined by GPS observations
 HU0178.and is referenced to NAD 83.
 HU0178
 HU0178.The dynamic height is computed by dividing the NAVD 88
 HU0178.geopotential number by the normal gravity value computed on the
 HU0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0178.degrees latitude (g = 980.6199 gals.).
 HU0178
 HU0178.The modeled gravity was interpolated from observed gravity values.
 HU0178
 HU0178. The following values were computed from the NAD 83(2011) position.
 HU0178
 HU0178;                    North         East     Units Scale Factor Converg.
 HU0178;SPC DE       -   101,166.101   209,646.085   MT  0.99999615   +0 04 11.5
 HU0178;SPC DE       -   331,909.12    687,813.86   sFT  0.99999615   +0 04 11.5
 HU0178;UTM  18      - 4,306,979.622   473,517.353   MT  0.99960864   -0 11 30.7
 HU0178
 HU0178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0178!SPC DE       -   1.00000545  x   0.99999615  =   1.00000160
 HU0178!UTM  18      -   1.00000545  x   0.99960864  =   0.99961409
 HU0178
 HU0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7351706979(NAD 83)
 HU0178
 HU0178                          SUPERSEDED SURVEY CONTROL
 HU0178
 HU0178  NAVD 88 (06/15/91)    0.624  (m)            2.05   (f) SUPERSEDED  2 0
 HU0178  NGVD 29 (11/26/84)    0.863  (m)            2.83   (f) ADJUSTED    2 0
 HU0178
 HU0178.Superseded values are not recommended for survey control.
 HU0178
 HU0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0178.See file dsdata.pdf to determine how the superseded data were derived.
 HU0178
 HU0178_MARKER: DB = BENCH MARK DISK
 HU0178_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HU0178_SP_SET: CULVERT
 HU0178_STAMPING: K 30 1962
 HU0178_MARK LOGO: CGS
 HU0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0178+STABILITY: SURFACE MOTION
 HU0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0178+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2013
 HU0178
 HU0178  HISTORY     - Date     Condition        Report By
 HU0178  HISTORY     - 1962     MONUMENTED       CGS
 HU0178  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0178  HISTORY     - 19910701 MARK NOT FOUND   USGS
 HU0178  HISTORY     - 20050321 GOOD             INDIV
 HU0178  HISTORY     - 20110131 GOOD             USFWS
 HU0178  HISTORY     - 20120206 GOOD             DELCOS
 HU0178  HISTORY     - 20131022 GOOD             DELCOS
 HU0178
 HU0178                          STATION DESCRIPTION
 HU0178
 HU0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0178'0.2 MI SW FROM SLAUGHTER BEACH.
 HU0178'0.1 MILE SOUTH ALONG BLACKTOPPED ROAD FROM THE FIRE HOUSE AT
 HU0178'SLAUGHTER BEACH, THENCE 0.1 MILE EAST ON BLACKTOPPED ROAD, 0.3
 HU0178'MILE NORTHEAST OF WOODEN BRIDGE OVER SLAUGHTER CREEK, 22.5 FEET
 HU0178'SOUTHEAST OF THE CENTERLINE OF THE ROAD AND 11 FEET SOUTHWEST OF
 HU0178'THE CENTERLINE OF A DRIVEWAY SET IN A DRILL HOLE IN THE SOUTHEAST
 HU0178'END OF THE SOUTHWEST HEADWALL OF A PIPE CULVERT UNDER A DRIVEWAY.
 HU0178
 HU0178                          STATION RECOVERY (1981)
 HU0178
 HU0178'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0178'MARK NOT FOUND.
 HU0178
 HU0178                          STATION RECOVERY (1991)
 HU0178
 HU0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 HU0178'MARK NOT FOUND.
 HU0178
 HU0178                          STATION RECOVERY (2005)
 HU0178
 HU0178'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (ACM)
 HU0178'THE BRIDGE OVER SLAUGHTER CREEK IS NO LONGER WOODEN, IT IS NOW A
 HU0178'CONCRETE BRIDGE AND THERE IS NO DRIVEWAY, INSTEAD IT SHOULD BE
 HU0178'DECRIBED AS AN ACCESS TO A MARSH FIELD.
 HU0178
 HU0178                          STATION RECOVERY (2011)
 HU0178
 HU0178'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2011 (MJH)
 HU0178'RECOVERED IN GOOD CONDITION.
 HU0178'
 HU0178'NOTE-THE FOLLOWING REFERENCE OBJECTS HAVE BEEN ADDED TO FACILITATE
 HU0178'RECOVERY EFFORTS.
 HU0178'
 HU0178'IT IS 60.55 M (198.7 FT) NORTH-NORTHEAST OF A POWER LINE POLE NUMBERED
 HU0178'309, 31.53 M (103.4 FT) SOUTH-SOUTHEAST OF A POWER LINE POLE NUMBERED
 HU0178'311, 21.4 M (70.2 FT) EAST-SOUTHEAST OF THE SOUTH END OF A 12 IN
 HU0178'CONCRETE DRAINAGE PIPE ON THE WEST SIDE OF THE ROAD, 20.65 M (67.7 FT)
 HU0178'NORTHEAST OF A POWER LINE POLE NUMBERED 310, 3.25 M (10.7 FT)
 HU0178'EAST-SOUTHEAST OF THE EASTERLY EDGE OF PAVEMENT AND SET IN THE TOP OF
 HU0178'A CONCRETE CULVERT AND ABOUT 0.2 M (0.7 FT) LOWER THAN THE ROAD.
 HU0178
 HU0178                          STATION RECOVERY (2012)
 HU0178
 HU0178'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0178'RECOVERED IN GOOD CONDITION.
 HU0178
 HU0178                          STATION RECOVERY (2013)
 HU0178
 HU0178'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 HU0178'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0791 ***********************************************************************
 HU0791  DESIGNATION -  K 33
 HU0791  PID         -  HU0791
 HU0791  STATE/COUNTY-  DE/SUSSEX
 HU0791  COUNTRY     -  US
 HU0791  USGS QUAD   -  LAUREL (2016)
 HU0791
 HU0791                         *CURRENT SURVEY CONTROL
 HU0791  ______________________________________________________________________
 HU0791* NAD 83(2011) POSITION- 38 31 22.83706(N) 075 34 20.36499(W)   ADJUSTED
 HU0791* NAD 83(2011) ELLIP HT-   -25.048 (meters)        (12/20/17)   ADJUSTED
 HU0791* NAD 83(2011) EPOCH   -  2010.00
 HU0791* NAVD 88 ORTHO HEIGHT -    10.630 (meters)       34.88  (feet) ADJUSTED
 HU0791  ______________________________________________________________________
 HU0791  GEOID HEIGHT    -        -35.687 (meters)                     GEOID18
 HU0791  NAD 83(2011) X  -  1,244,906.430 (meters)                     COMP
 HU0791  NAD 83(2011) Y  - -4,838,885.524 (meters)                     COMP
 HU0791  NAD 83(2011) Z  -  3,951,012.479 (meters)                     COMP
 HU0791  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 HU0791  DYNAMIC HEIGHT  -         10.624 (meters)       34.86  (feet) COMP
 HU0791  MODELED GRAVITY -    980,012.9   (mgal)                       NAVD 88
 HU0791
 HU0791  VERT ORDER      -  FIRST     CLASS I
 HU0791
 HU0791  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU0791  Standards:
 HU0791         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU0791            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU0791  -------------------------------------------------------------------
 HU0791  NETWORK    0.90   0.90           0.40   0.33   0.46     -0.07591073
 HU0791  -------------------------------------------------------------------
 HU0791  Click here for local accuracies and other accuracy information.
 HU0791
 HU0791.The horizontal coordinates were established by GPS observations
 HU0791.and adjusted by the MASER CONSULTING in December 2017.
 HU0791
 HU0791.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU0791.been affixed to the stable North American tectonic plate. See 
 HU0791.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU0791
 HU0791.The horizontal coordinates are valid at the epoch date displayed above
 HU0791.which is a decimal equivalence of Year/Month/Day.
 HU0791
 HU0791.The orthometric height was determined by differential leveling and
 HU0791.adjusted by the NATIONAL GEODETIC SURVEY
 HU0791.in June 1991.
 HU0791
 HU0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0791.GEOID18 height accuracy estimate available here.
 HU0791
 HU0791.Click photographs - Photos may exist for this station.
 HU0791
 HU0791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU0791
 HU0791.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU0791
 HU0791.The ellipsoidal height was determined by GPS observations
 HU0791.and is referenced to NAD 83.
 HU0791
 HU0791.The dynamic height is computed by dividing the NAVD 88
 HU0791.geopotential number by the normal gravity value computed on the
 HU0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0791.degrees latitude (g = 980.6199 gals.).
 HU0791
 HU0791.The modeled gravity was interpolated from observed gravity values.
 HU0791
 HU0791. The following values were computed from the NAD 83(2011) position.
 HU0791
 HU0791;                    North         East     Units Scale Factor Converg.
 HU0791;SPC DE       -    58,066.086   186,425.999   MT  0.99999727   -0 05 49.0
 HU0791;SPC DE       -   190,505.15    611,632.63   sFT  0.99999727   -0 05 49.0
 HU0791;UTM  18      - 4,264,001.885   450,110.291   MT  0.99963065   -0 21 23.3
 HU0791
 HU0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0791!SPC DE       -   1.00000393  x   0.99999727  =   1.00000120
 HU0791!UTM  18      -   1.00000393  x   0.99963065  =   0.99963458
 HU0791
 HU0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5011064001(NAD 83)
 HU0791
 HU0791                          SUPERSEDED SURVEY CONTROL
 HU0791
 HU0791  NGVD 29 (11/26/84)   10.880  (m)           35.70   (f) ADJUSTED    1 1
 HU0791
 HU0791.Superseded values are not recommended for survey control.
 HU0791
 HU0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0791.See file dsdata.pdf to determine how the superseded data were derived.
 HU0791
 HU0791_MARKER: DB = BENCH MARK DISK
 HU0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0791_STAMPING: K 33 1963
 HU0791_MARK LOGO: CGS
 HU0791_PROJECTION: PROJECTING 5 CENTIMETERS
 HU0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0791+STABILITY: SURFACE MOTION
 HU0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0791+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2013
 HU0791
 HU0791  HISTORY     - Date     Condition        Report By
 HU0791  HISTORY     - 1963     MONUMENTED       CGS
 HU0791  HISTORY     - 1981     GOOD             UDE
 HU0791  HISTORY     - 20130614 GOOD             DELCOS
 HU0791
 HU0791                          STATION DESCRIPTION
 HU0791
 HU0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0791'2.3 MI S FROM LAUREL.
 HU0791'2.3 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0791'AT LAUREL, ABOUT 0.3 MILE NORTH OF MILEPOST 93, AT BLACK TOP
 HU0791'ROAD CROSSING, AT A POWER SUB-STATION, 305 FEET SOUTHWEST OF
 HU0791'CENTER OF THE CROSSING, 75 FEET SOUTHWEST OF SIGNAL POST 927,
 HU0791'67.5 FEET WEST OF WEST RAIL, 4 FEET NORTH OF SOUTHEAST CORNER OF
 HU0791'FENCE SURROUNDING SUB-STATION, 1.5 FEET SOUTH OF A STEEL WITNESS
 HU0791'POST, 1 FOOT BELOW LEVEL OF TRACK, AND SET IN THE TOP OF A
 HU0791'CONCRETE POST PROJECTING 2 INCHES.
 HU0791
 HU0791                          STATION RECOVERY (1981)
 HU0791
 HU0791'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0791'RECOVERED IN GOOD CONDITION.
 HU0791
 HU0791                          STATION RECOVERY (2013)
 HU0791
 HU0791'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0791'APPROXIMATELY 10 FT NORTH OF A CULTIVATED FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1106 ***********************************************************************
 JU1106  DESIGNATION -  K 34
 JU1106  PID         -  JU1106
 JU1106  STATE/COUNTY-  DE/KENT
 JU1106  COUNTRY     -  US
 JU1106  USGS QUAD   -  DOVER (2016)
 JU1106
 JU1106                         *CURRENT SURVEY CONTROL
 JU1106  ______________________________________________________________________
 JU1106* NAD 83(1986) POSITION- 39 10 35.79   (N) 075 32 53.40   (W)   HD_HELD1
 JU1106* NAVD 88 ORTHO HEIGHT -     9.969 (meters)       32.71  (feet) ADJUSTED
 JU1106  ______________________________________________________________________
 JU1106  GEOID HEIGHT    -        -34.292 (meters)                     GEOID18
 JU1106  DYNAMIC HEIGHT  -          9.964 (meters)       32.69  (feet) COMP
 JU1106  MODELED GRAVITY -    980,090.8   (mgal)                       NAVD 88
 JU1106
 JU1106  VERT ORDER      -  FIRST     CLASS I
 JU1106
 JU1106.The horizontal coordinates were determined by differentially corrected
 JU1106.hand held GPS observations or other comparable positioning techniques
 JU1106.and have an estimated accuracy of +/- 3 meters.
 JU1106
 JU1106.The orthometric height was determined by differential leveling and
 JU1106.adjusted by the NATIONAL GEODETIC SURVEY
 JU1106.in June 1991.
 JU1106
 JU1106.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1106.GEOID18 height accuracy estimate available here.
 JU1106
 JU1106.Click photographs - Photos may exist for this station.
 JU1106
 JU1106.The dynamic height is computed by dividing the NAVD 88
 JU1106.geopotential number by the normal gravity value computed on the
 JU1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1106.degrees latitude (g = 980.6199 gals.).
 JU1106
 JU1106.The modeled gravity was interpolated from observed gravity values.
 JU1106
 JU1106;                    North         East    Units  Estimated Accuracy
 JU1106;SPC DE       -   130,620.1     188,637.1     MT  (+/- 3 meters HH1 GPS) 
 JU1106
 JU1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5265136518(NAD 83)
 JU1106
 JU1106                          SUPERSEDED SURVEY CONTROL
 JU1106
 JU1106  NGVD 29 (11/26/84)   10.208  (m)           33.49   (f) ADJUSTED    1 1
 JU1106
 JU1106.Superseded values are not recommended for survey control.
 JU1106
 JU1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1106.See file dsdata.pdf to determine how the superseded data were derived.
 JU1106
 JU1106_MARKER: DB = BENCH MARK DISK
 JU1106_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU1106_SP_SET: BOX CULVERT HEADWALL
 JU1106_STAMPING: K 34 1963
 JU1106_MARK LOGO: CGS
 JU1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1106+STABILITY: SURFACE MOTION
 JU1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1106+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2019
 JU1106
 JU1106  HISTORY     - Date     Condition        Report By
 JU1106  HISTORY     - 1963     MONUMENTED       CGS
 JU1106  HISTORY     - 1971     GOOD             NGS
 JU1106  HISTORY     - 1981     GOOD             UDE
 JU1106  HISTORY     - 20010915 GOOD             USPSQD
 JU1106  HISTORY     - 20100205 GOOD             BECMOR
 JU1106  HISTORY     - 20120320 GOOD             DELCOS
 JU1106  HISTORY     - 20190812 GOOD             USPSQD
 JU1106
 JU1106                          STATION DESCRIPTION
 JU1106
 JU1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1106'1.4 MI NW FROM DOVER.
 JU1106'1.45 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1106'CROSSING OF STATE HIGHWAY 8 AT DOVER, ABOUT 0.2 MILE SOUTHEAST OF
 JU1106'A BLACK TOP ROAD CROSSING, AT MILEPOST 46, SET ON TOP OF THE
 JU1106'NORTHWEST END OF THE SOUTHWEST HEAD WALL FOR A 18-FOOT CONCRETE
 JU1106'BOX CULVERT OVER A STREAM, 24 FEET SOUTHWEST OF SOUTHWEST RAIL,
 JU1106'13.5 FEET SOUTHWEST OF THE MILEPOST, AND ABOUT 7 FEET BELOW LEVEL
 JU1106'OF TRACK.
 JU1106
 JU1106                          STATION RECOVERY (1971)
 JU1106
 JU1106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JU1106'RECOVERED IN GOOD CONDITION.
 JU1106
 JU1106                          STATION RECOVERY (1981)
 JU1106
 JU1106'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1106'RECOVERED IN GOOD CONDITION.
 JU1106
 JU1106                          STATION RECOVERY (2001)
 JU1106
 JU1106'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 JU1106'RECOVERED IN GOOD CONDITION.
 JU1106
 JU1106                          STATION RECOVERY (2010)
 JU1106
 JU1106'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1106'RECOVERED IN GOOD CONDITION.
 JU1106
 JU1106                          STATION RECOVERY (2012)
 JU1106
 JU1106'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1106'RECOVERED IN GOOD CONDITION.
 JU1106
 JU1106                          STATION RECOVERY (2019)
 JU1106
 JU1106'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 JU1106'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0859 ***********************************************************************
 HU0859  DESIGNATION -  K 35
 HU0859  PID         -  HU0859
 HU0859  STATE/COUNTY-  DE/KENT
 HU0859  COUNTRY     -  US
 HU0859  USGS QUAD   -  HARRINGTON (2016)
 HU0859
 HU0859                         *CURRENT SURVEY CONTROL
 HU0859  ______________________________________________________________________
 HU0859* NAD 83(1986) POSITION- 38 59 15.     (N) 075 34 45.     (W)   SCALED
 HU0859* NAVD 88 ORTHO HEIGHT -    14.628 (meters)       47.99  (feet) ADJUSTED
 HU0859  ______________________________________________________________________
 HU0859  GEOID HEIGHT    -        -34.929 (meters)                     GEOID18
 HU0859  DYNAMIC HEIGHT  -         14.620 (meters)       47.97  (feet) COMP
 HU0859  MODELED GRAVITY -    980,053.5   (mgal)                       NAVD 88
 HU0859
 HU0859  VERT ORDER      -  FIRST     CLASS I
 HU0859
 HU0859.The horizontal coordinates were scaled from a map and have
 HU0859.an estimated accuracy of +/- 6 seconds.
 HU0859
 HU0859.The orthometric height was determined by differential leveling and
 HU0859.adjusted by the NATIONAL GEODETIC SURVEY
 HU0859.in June 1991.
 HU0859
 HU0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0859.GEOID18 height accuracy estimate available here.
 HU0859
 HU0859.Click photographs - Photos may exist for this station.
 HU0859
 HU0859.The dynamic height is computed by dividing the NAVD 88
 HU0859.geopotential number by the normal gravity value computed on the
 HU0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0859.degrees latitude (g = 980.6199 gals.).
 HU0859
 HU0859.The modeled gravity was interpolated from observed gravity values.
 HU0859
 HU0859;                    North         East    Units  Estimated Accuracy
 HU0859;SPC DE       -   109,630.      185,920.      MT  (+/- 180 meters Scaled)
 HU0859
 HU0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ498155(NAD 83)
 HU0859
 HU0859                          SUPERSEDED SURVEY CONTROL
 HU0859
 HU0859  NGVD 29 (11/26/84)   14.869  (m)           48.78   (f) ADJUSTED    1 1
 HU0859
 HU0859.Superseded values are not recommended for survey control.
 HU0859
 HU0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0859.See file dsdata.pdf to determine how the superseded data were derived.
 HU0859
 HU0859_MARKER: DB = BENCH MARK DISK
 HU0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0859_STAMPING: K 35 1963
 HU0859_MARK LOGO: CGS
 HU0859_PROJECTION: PROJECTING 5 CENTIMETERS
 HU0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0859+STABILITY: SURFACE MOTION
 HU0859
 HU0859  HISTORY     - Date     Condition        Report By
 HU0859  HISTORY     - 1963     MONUMENTED       CGS
 HU0859  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0859  HISTORY     - 19910903 MARK NOT FOUND   USGS
 HU0859
 HU0859                          STATION DESCRIPTION
 HU0859
 HU0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0859'1.6 MI S FROM FELTON.
 HU0859'1.6 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0859'AT FELTON, ABOUT 120 YARDS NORTH OF MILEPOST 60, 44.7 FEET EAST
 HU0859'OF EAST RAIL, 3 1/2 FEET SOUTH OF A POWER POLE, 1.5 FEET NORTH
 HU0859'OF A STEEL WITNESS POST, ABOUT LEVEL WITH TRACK, AND SET IN THE
 HU0859'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HU0859
 HU0859                          STATION RECOVERY (1981)
 HU0859
 HU0859'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0859'MARK NOT FOUND.
 HU0859
 HU0859                          STATION RECOVERY (1991)
 HU0859
 HU0859'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 HU0859'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1040 ***********************************************************************
 JU1040  DESIGNATION -  K 36
 JU1040  PID         -  JU1040
 JU1040  STATE/COUNTY-  DE/KENT
 JU1040  COUNTRY     -  US
 JU1040  USGS QUAD   -  FREDERICA (2016)
 JU1040
 JU1040                         *CURRENT SURVEY CONTROL
 JU1040  ______________________________________________________________________
 JU1040* NAD 83(1986) POSITION- 39 03 36.82   (N) 075 28 09.50   (W)   HD_HELD1
 JU1040* NAVD 88 ORTHO HEIGHT -     3.736 (meters)       12.26  (feet) ADJUSTED
 JU1040  ______________________________________________________________________
 JU1040  GEOID HEIGHT    -        -34.828 (meters)                     GEOID18
 JU1040  DYNAMIC HEIGHT  -          3.734 (meters)       12.25  (feet) COMP
 JU1040  MODELED GRAVITY -    980,065.3   (mgal)                       NAVD 88
 JU1040
 JU1040  VERT ORDER      -  FIRST     CLASS I
 JU1040
 JU1040.The horizontal coordinates were determined by differentially corrected
 JU1040.hand held GPS observations or other comparable positioning techniques
 JU1040.and have an estimated accuracy of +/- 3 meters.
 JU1040
 JU1040.The orthometric height was determined by differential leveling and
 JU1040.adjusted by the NATIONAL GEODETIC SURVEY
 JU1040.in June 1991.
 JU1040
 JU1040.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1040.GEOID18 height accuracy estimate available here.
 JU1040
 JU1040.Click photographs - Photos may exist for this station.
 JU1040
 JU1040.The dynamic height is computed by dividing the NAVD 88
 JU1040.geopotential number by the normal gravity value computed on the
 JU1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1040.degrees latitude (g = 980.6199 gals.).
 JU1040
 JU1040.The modeled gravity was interpolated from observed gravity values.
 JU1040
 JU1040;                    North         East    Units  Estimated Accuracy
 JU1040;SPC DE       -   117,692.9     195,444.0     MT  (+/- 3 meters HH1 GPS) 
 JU1040
 JU1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5939623564(NAD 83)
 JU1040
 JU1040                          SUPERSEDED SURVEY CONTROL
 JU1040
 JU1040  NGVD 29 (11/26/84)    3.974  (m)           13.04   (f) ADJUSTED    1 1
 JU1040
 JU1040.Superseded values are not recommended for survey control.
 JU1040
 JU1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1040.See file dsdata.pdf to determine how the superseded data were derived.
 JU1040
 JU1040_MARKER: DB = BENCH MARK DISK
 JU1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1040_STAMPING: K 36 1963
 JU1040_MARK LOGO: CGS
 JU1040_PROJECTION: PROJECTING 5 CENTIMETERS
 JU1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1040+STABILITY: SURFACE MOTION
 JU1040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1040+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2021
 JU1040
 JU1040  HISTORY     - Date     Condition        Report By
 JU1040  HISTORY     - 1963     MONUMENTED       CGS
 JU1040  HISTORY     - 1981     GOOD             UDE
 JU1040  HISTORY     - 20020615 GOOD             USPSQD
 JU1040  HISTORY     - 20060319 GOOD             USPSQD
 JU1040  HISTORY     - 20100130 GOOD             BECMOR
 JU1040  HISTORY     - 20111129 GOOD             DELCOS
 JU1040  HISTORY     - 20210307 GOOD             USPSQD
 JU1040
 JU1040                          STATION DESCRIPTION
 JU1040
 JU1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1040'0.9 MI SE FROM MAGNOLIA.
 JU1040'ABOUT 0.9 MILE SOUTHEAST ALONG U.S. HIGHWAY 113 A FROM THE POST
 JU1040'OFFICE AT MAGNOLIA, ABOUT 0.1 MILE SOUTHEAST OF THE JUNCTION OF A
 JU1040'BLACK TOP ROAD LEADING SOUTHWEST, AT THE JUNCTION OF A PRIVATE
 JU1040'DRIVEWAY LEADING EAST, 30 FEET NORTHEAST OF CENTER OF THE DRIVEWAY
 JU1040'JUNCTION, 34 FEET EAST OF CENTERLINE OF THE HIGHWAY, 25.5 FEET
 JU1040'SOUTH OF THE EAST END OF A 36-INCH CONCRETE PIPE CULVERT UNDER
 JU1040'HIGHWAY, 14 FEET NORTHEAST OF THE SOUTH END OF A WOODEN GUARD
 JU1040'RAIL, 2 1/2 FEET NORTH OF POWER POLE 172, 1.5 FEET SOUTH OF A
 JU1040'STEEL WITNESS POST, 2 FEET BELOW LEVEL OF HIGHWAY, AND SET IN THE
 JU1040'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JU1040
 JU1040                          STATION RECOVERY (1981)
 JU1040
 JU1040'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1040'RECOVERED IN GOOD CONDITION.
 JU1040
 JU1040                          STATION RECOVERY (2002)
 JU1040
 JU1040'RECOVERY NOTE BY US POWER SQUADRON 2002 (AL)
 JU1040'RECOVERED IN GOOD CONDITION.
 JU1040
 JU1040                          STATION RECOVERY (2006)
 JU1040
 JU1040'RECOVERY NOTE BY US POWER SQUADRON 2006 (AL)
 JU1040'RECOVERED IN GOOD CONDITION.
 JU1040
 JU1040                          STATION RECOVERY (2010)
 JU1040
 JU1040'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1040'RECOVERED IN GOOD CONDITION.
 JU1040
 JU1040                          STATION RECOVERY (2011)
 JU1040
 JU1040'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 JU1040'RECOVERED IN GOOD CONDITION.
 JU1040
 JU1040                          STATION RECOVERY (2021)
 JU1040
 JU1040'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 JU1040'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1015 ***********************************************************************
 JU1015  DESIGNATION -  K 37
 JU1015  PID         -  JU1015
 JU1015  STATE/COUNTY-  DE/KENT
 JU1015  COUNTRY     -  US
 JU1015  USGS QUAD   -  BOMBAY HOOK ISLAND (2016)
 JU1015
 JU1015                         *CURRENT SURVEY CONTROL
 JU1015  ______________________________________________________________________
 JU1015* NAD 83(1986) POSITION- 39 19 49.1    (N) 075 28 20.3    (W)   HD_HELD2
 JU1015* NAVD 88 ORTHO HEIGHT -     1.604 (meters)        5.26  (feet) ADJUSTED
 JU1015  ______________________________________________________________________
 JU1015  GEOID HEIGHT    -        -33.922 (meters)                     GEOID18
 JU1015  DYNAMIC HEIGHT  -          1.603 (meters)        5.26  (feet) COMP
 JU1015  MODELED GRAVITY -    980,110.6   (mgal)                       NAVD 88
 JU1015
 JU1015  VERT ORDER      -  FIRST     CLASS I
 JU1015
 JU1015.The horizontal coordinates were established by autonomous hand held GPS
 JU1015.observations and have an estimated accuracy of +/- 10 meters.
 JU1015
 JU1015.The orthometric height was determined by differential leveling and
 JU1015.adjusted by the NATIONAL GEODETIC SURVEY
 JU1015.in June 1991.
 JU1015
 JU1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1015.GEOID18 height accuracy estimate available here.
 JU1015
 JU1015.Click photographs - Photos may exist for this station.
 JU1015
 JU1015.The dynamic height is computed by dividing the NAVD 88
 JU1015.geopotential number by the normal gravity value computed on the
 JU1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1015.degrees latitude (g = 980.6199 gals.).
 JU1015
 JU1015.The modeled gravity was interpolated from observed gravity values.
 JU1015
 JU1015;                    North         East    Units  Estimated Accuracy
 JU1015;SPC DE       -   147,677.      195,203.      MT  (+/- 10 meters HH2 GPS)
 JU1015
 JU1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5929253538(NAD 83)
 JU1015
 JU1015                          SUPERSEDED SURVEY CONTROL
 JU1015
 JU1015  NGVD 29 (11/26/84)    1.844  (m)            6.05   (f) ADJUSTED    1 1
 JU1015
 JU1015.Superseded values are not recommended for survey control.
 JU1015
 JU1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1015.See file dsdata.pdf to determine how the superseded data were derived.
 JU1015
 JU1015_MARKER: DB = BENCH MARK DISK
 JU1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1015_STAMPING: K 37 1963
 JU1015_MARK LOGO: CGS
 JU1015_PROJECTION: PROJECTING 9 CENTIMETERS
 JU1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1015+STABILITY: SURFACE MOTION
 JU1015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1015+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2019
 JU1015
 JU1015  HISTORY     - Date     Condition        Report By
 JU1015  HISTORY     - 1963     MONUMENTED       CGS
 JU1015  HISTORY     - 1981     GOOD             UDE
 JU1015  HISTORY     - 19900312 GOOD             NGS
 JU1015  HISTORY     - 20011212 GOOD             NGS
 JU1015  HISTORY     - 20111129 GOOD             DELCOS
 JU1015  HISTORY     - 20190810 GOOD             USPSQD
 JU1015
 JU1015                          STATION DESCRIPTION
 JU1015
 JU1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1015'8 MI E FROM SMYRNA.
 JU1015'ABOUT 7.95 MILES EAST AND NORTHEAST ALONG STATE HIGHWAY 6 FROM
 JU1015'THE INTERSECTION OF U.S. HIGHWAY 13 AT SMYRNA, AT WOODLAND BEACH,
 JU1015'AT THE INTERSECTION OF A BLACK TOP STREET LEADING NORTHWEST
 JU1015'AND SOUTHEAST, AT THE SOUTH CORNER OF A LOT WITH A POND IN THE
 JU1015'APPROXIMATE CENTER, 16 FEET NORTHEAST OF CENTERLINE OF THE
 JU1015'STREET, 27.5 FEET NORTHWEST OF THE WEST CORNER OF A CONCRETE
 JU1015'BLOCK SCHOOL WAITING SHED, 18 1/2 FEET SOUTHEAST OF A 32-INCH
 JU1015'MAPLE TREE, 11 FEET NORTHWEST OF ANOTHER 32-INCH MAPLE TREE,
 JU1015'2 1/2 FEET NORTHEAST OF TELEPHONE POLE HA305A, 1.5 FEET NORTHWEST
 JU1015'OF A STEEL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 JU1015'PROJECTING 3 INCHES.
 JU1015
 JU1015                          STATION RECOVERY (1981)
 JU1015
 JU1015'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1015'NO LONGER A TELE. POLE. IT IS A POST NOW WITH SAME NUMBER.
 JU1015
 JU1015                          STATION RECOVERY (1990)
 JU1015
 JU1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU1015'12.8 KM (7.95 MI) EASTERLY ALONG STATE HIGHWAY 6 FROM THE JUNCTION OF
 JU1015'U.S. HIGHWAY 13 IN SMYRNA, AT WOODLAND BEACH, AT THE SOUTH CORNER OF
 JU1015'A LOT WITH A POND NEAR THE CENTER, 8.4 M (27.56 FT) NORTHWEST OF THE
 JU1015'WEST CORNER OF A CINDER BLOCK SCHOOL BUS STOP, 4.9 M (16.08 FT)
 JU1015'NORTHEAST OF THE CENTER OF A PAVED STREET, AT THE BASE OF A 12-INCH
 JU1015'STUMP THAT PROJECTS 0.09 M (0.30 FT) ABOVE THE GROUND SURFACE, AND IN
 JU1015'A CONCRETE MONUMENT THAT PROJECTS 0.09 M (0.30 FT) ABOVE THE GROUND
 JU1015'SURFACE.
 JU1015
 JU1015                          STATION RECOVERY (2001)
 JU1015
 JU1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU1015'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU1015
 JU1015                          STATION RECOVERY (2011)
 JU1015
 JU1015'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 JU1015'RECOVERED IN GOOD CONDITION.
 JU1015
 JU1015                          STATION RECOVERY (2019)
 JU1015
 JU1015'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 JU1015'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1822 ***********************************************************************
 JU1822  DESIGNATION -  K 38
 JU1822  PID         -  JU1822
 JU1822  STATE/COUNTY-  DE/NEW CASTLE
 JU1822  COUNTRY     -  US
 JU1822  USGS QUAD   -  SAINT GEORGES (2016)
 JU1822
 JU1822                         *CURRENT SURVEY CONTROL
 JU1822  ______________________________________________________________________
 JU1822* NAD 83(2011) POSITION- 39 31 22.37556(N) 075 43 05.07517(W)   NO CHECK
 JU1822* NAD 83(2011) ELLIP HT-   -14.322 (meters)        (06/27/12)   NO CHECK
 JU1822* NAD 83(2011) EPOCH   -  2010.00
 JU1822* NAVD 88 ORTHO HEIGHT -    19.032 (meters)       62.44  (feet) ADJUSTED
 JU1822  ______________________________________________________________________
 JU1822  GEOID HEIGHT    -        -33.355 (meters)                     GEOID18
 JU1822  NAD 83(2011) X  -  1,215,353.822 (meters)                     COMP
 JU1822  NAD 83(2011) Y  - -4,774,315.745 (meters)                     COMP
 JU1822  NAD 83(2011) Z  -  4,037,254.388 (meters)                     COMP
 JU1822  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 JU1822  DYNAMIC HEIGHT  -         19.022 (meters)       62.41  (feet) COMP
 JU1822  MODELED GRAVITY -    980,133.0   (mgal)                       NAVD 88
 JU1822
 JU1822  VERT ORDER      -  FIRST     CLASS I
 JU1822
 JU1822  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU1822  Standards:
 JU1822         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU1822            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU1822  -------------------------------------------------------------------
 JU1822  NETWORK    0.85   1.45           0.27   0.39   0.74      0.40880918
 JU1822  -------------------------------------------------------------------
 JU1822  Click here for local accuracies and other accuracy information.
 JU1822
 JU1822.The horizontal coordinates were established by GPS observations
 JU1822.and adjusted by the National Geodetic Survey in June 2012.
 JU1822
 JU1822.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU1822.been affixed to the stable North American tectonic plate. See 
 JU1822.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU1822
 JU1822.The horizontal coordinates are valid at the epoch date displayed above
 JU1822.which is a decimal equivalence of Year/Month/Day.
 JU1822
 JU1822.No horizontal observational check was made to the station.
 JU1822
 JU1822.The orthometric height was determined by differential leveling and
 JU1822.adjusted by the NATIONAL GEODETIC SURVEY
 JU1822.in June 1991.
 JU1822
 JU1822.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1822.GEOID18 height accuracy estimate available here.
 JU1822
 JU1822.Click photographs - Photos may exist for this station.
 JU1822
 JU1822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1822
 JU1822.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1822
 JU1822.The ellipsoidal height was determined by GPS observations
 JU1822.and is referenced to NAD 83.
 JU1822
 JU1822.The dynamic height is computed by dividing the NAVD 88
 JU1822.geopotential number by the normal gravity value computed on the
 JU1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1822.degrees latitude (g = 980.6199 gals.).
 JU1822
 JU1822.The modeled gravity was interpolated from observed gravity values.
 JU1822
 JU1822. The following values were computed from the NAD 83(2011) position.
 JU1822
 JU1822;                    North         East     Units Scale Factor Converg.
 JU1822;SPC DE       -   169,099.122   174,083.325   MT  1.00000327   -0 11 30.5
 JU1822;SPC DE       -   554,786.04    571,138.38   sFT  1.00000327   -0 11 30.5
 JU1822;UTM  18      - 4,375,050.118   438,280.435   MT  0.99964690   -0 27 25.2
 JU1822
 JU1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1822!SPC DE       -   1.00000225  x   1.00000327  =   1.00000552
 JU1822!UTM  18      -   1.00000225  x   0.99964690  =   0.99964915
 JU1822
 JU1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3828075050(NAD 83)
 JU1822
 JU1822|---------------------------------------------------------------------|
 JU1822| PID    Reference Object                     Distance      Geod. Az  |
 JU1822|                                                           dddmmss.s |
 JU1822| JU4001 SUMMIT                              222.567 METERS 25335     |
 JU1822|---------------------------------------------------------------------|
 JU1822
 JU1822                          SUPERSEDED SURVEY CONTROL
 JU1822
 JU1822  NAD 83(2007)-  39 31 22.37584(N)    075 43 05.07601(W) AD(2002.00) 0
 JU1822  ELLIP H (02/10/07)  -14.294  (m)                       GP(2002.00)    
 JU1822  ELLIP H (10/30/02)  -14.281  (m)                       GP(       ) 4 1
 JU1822  NAD 83(1991)-  39 31 22.37601(N)    075 43 05.07644(W) AD(       ) 1
 JU1822  ELLIP H (10/08/97)  -14.301  (m)                       GP(       ) 4 1
 JU1822  NAVD 88              19.03   (m)           62.4    (f) LEVELING    3  
 JU1822  NGVD 29 (11/26/84)   19.271  (m)           63.22   (f) ADJUSTED    1 1
 JU1822
 JU1822.Superseded values are not recommended for survey control.
 JU1822
 JU1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1822.See file dsdata.pdf to determine how the superseded data were derived.
 JU1822
 JU1822_MARKER: DB = BENCH MARK DISK
 JU1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1822_STAMPING: K 38
 JU1822_MARK LOGO: CGS
 JU1822_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1822+STABILITY: SURFACE MOTION
 JU1822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1822+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2004
 JU1822
 JU1822  HISTORY     - Date     Condition        Report By
 JU1822  HISTORY     - 1963     MONUMENTED       CGS
 JU1822  HISTORY     - 1981     GOOD             UDE
 JU1822  HISTORY     - 1982     GOOD             USPSQD
 JU1822  HISTORY     - 19960902 GOOD             NGS
 JU1822  HISTORY     - 20040831 GOOD             GEOMET
 JU1822  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1822
 JU1822                          STATION DESCRIPTION
 JU1822
 JU1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1822'1.4 MI S FROM SUMMIT BRIDGE.
 JU1822'1.35 MILES SOUTH ALONG BLACK TOP ROAD 63 AND STATE HIGHWAY 71
 JU1822'FROM THE JUNCTION OF A DIRT ROAD LEADING EAST AND WEST ALONG THE
 JU1822'SOUTH SIDE OF THE CHESAPEAKE AND DELAWARE CANAL AT SUMMIT BRIDGE,
 JU1822'AT THE SOUTH ENTRANCE TO SUMMIT AVIATION INC., 262 FEET SOUTH OF
 JU1822'SOUTHEAST CORNER OF THE OFFICE BUILDING, AT THE SOUTHWEST CORNER
 JU1822'OF THE PARKING LOT, AT THE SOUTHWEST CORNER OF A FENCE LINE
 JU1822'LEADING NORTH AND EAST, 136.5 FEET WEST OF CENTERLINE OF HIGHWAY
 JU1822'71, 1 1/2 FEET NORTH OF THE FENCE CORNER, ABOUT LEVEL WITH
 JU1822'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 JU1822'INCH.
 JU1822
 JU1822                          STATION RECOVERY (1981)
 JU1822
 JU1822'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1822'RECOVERED IN GOOD CONDITION.
 JU1822
 JU1822                          STATION RECOVERY (1982)
 JU1822
 JU1822'RECOVERY NOTE BY US POWER SQUADRON 1982
 JU1822'RECOVERED IN GOOD CONDITION.
 JU1822
 JU1822                          STATION RECOVERY (1996)
 JU1822
 JU1822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 JU1822'RECOVERED AS DISCRIBED.
 JU1822
 JU1822                          STATION RECOVERY (2004)
 JU1822
 JU1822'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (BCL)
 JU1822'FROM THE INTERSECTION OF US301/NC71 AND NC896 SOUTH, PROCEED NORTH
 JU1822'ALONG US301/NC71 FOR 0.65 MILE TO ITS INTERSECTION WITH SUMMIT POND
 JU1822'ROAD.  CONTINUE NORTH ALONG US301/NC71 FOR 0.25 MILE TO THE SOUTH
 JU1822'ENTRANCE TO SUMMIT AVIATION INC.  TURN LEFT INTO THE PARKING LOT TO
 JU1822'THE STATION ACROSS FROM THE ENTRANCE.
 JU1822'
 JU1822'THE STATION IS 61.5' SW OF THE SW END OF THE MEDIAN TO THE SOUTH
 JU1822'ENTRANCE OF THE PARKING LOT, 47' SSE OF THE CENTERLINE OF A SIDEWALK,
 JU1822'34.5' NE OF THE NE BUILDING CORNER, 21.5' NE OF A CONCRETE WELL CAP,
 JU1822'7' SSW OF THE CORNER OF THE PARKING LOT PAVEMENT, AND 2' N OF A WOODEN
 JU1822'FENCE POST.  THE MONUMENT IS FLUSH WITH THE GROUND AND IS OBSTRUCTED
 JU1822'TO THE SOUTH AND SOUTHWEST BY A TREE AND THE BUILDING.
 JU1822
 JU1822                          STATION RECOVERY (2013)
 JU1822
 JU1822'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1822'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1926 ***********************************************************************
 JU1926  DESIGNATION -  K 39
 JU1926  PID         -  JU1926
 JU1926  STATE/COUNTY-  DE/NEW CASTLE
 JU1926  COUNTRY     -  US
 JU1926  USGS QUAD   -  SAINT GEORGES (2016)
 JU1926
 JU1926                         *CURRENT SURVEY CONTROL
 JU1926  ______________________________________________________________________
 JU1926* NAD 83(1986) POSITION- 39 34 16.     (N) 075 41 50.     (W)   SCALED
 JU1926* NAVD 88 ORTHO HEIGHT -    20.827 (meters)       68.33  (feet) ADJUSTED
 JU1926  ______________________________________________________________________
 JU1926  GEOID HEIGHT    -        -33.207 (meters)                     GEOID18
 JU1926  DYNAMIC HEIGHT  -         20.817 (meters)       68.30  (feet) COMP
 JU1926  MODELED GRAVITY -    980,147.3   (mgal)                       NAVD 88
 JU1926
 JU1926  VERT ORDER      -  FIRST     CLASS I
 JU1926
 JU1926.The horizontal coordinates were scaled from a map and have
 JU1926.an estimated accuracy of +/- 6 seconds.
 JU1926
 JU1926.The orthometric height was determined by differential leveling and
 JU1926.adjusted by the NATIONAL GEODETIC SURVEY
 JU1926.in June 1991.
 JU1926
 JU1926.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1926.GEOID18 height accuracy estimate available here.
 JU1926
 JU1926.Click photographs - Photos may exist for this station.
 JU1926
 JU1926.The dynamic height is computed by dividing the NAVD 88
 JU1926.geopotential number by the normal gravity value computed on the
 JU1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1926.degrees latitude (g = 980.6199 gals.).
 JU1926
 JU1926.The modeled gravity was interpolated from observed gravity values.
 JU1926
 JU1926;                    North         East    Units  Estimated Accuracy
 JU1926;SPC DE       -   174,450.      175,890.      MT  (+/- 180 meters Scaled)
 JU1926
 JU1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ401803(NAD 83)
 JU1926
 JU1926                          SUPERSEDED SURVEY CONTROL
 JU1926
 JU1926  NGVD 29 (11/26/84)   21.066  (m)           69.11   (f) ADJUSTED    1 1
 JU1926
 JU1926.Superseded values are not recommended for survey control.
 JU1926
 JU1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1926.See file dsdata.pdf to determine how the superseded data were derived.
 JU1926
 JU1926_MARKER: DB = BENCH MARK DISK
 JU1926_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU1926_STAMPING: K 39 1963
 JU1926_MARK LOGO: CGS
 JU1926_PROJECTION: PROJECTING
 JU1926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1926
 JU1926  HISTORY     - Date     Condition        Report By
 JU1926  HISTORY     - 1963     MONUMENTED       CGS
 JU1926  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1926  HISTORY     - 20050817 MARK NOT FOUND   GEOCAC
 JU1926  HISTORY     - 20111120 POOR             GEOCAC
 JU1926
 JU1926                          STATION DESCRIPTION
 JU1926
 JU1926'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1926'AT KIRKWOOD.
 JU1926'AT KIRKWOOD, ALONG THE PENNSYLVANIA RAILROAD, AT THE CROSSING
 JU1926'OF STATE HIGHWAY 71, 198 FEET SOUTH-SOUTHWEST OF CENTER OF
 JU1926'CROSSING, 71.5 FEET SOUTHEAST OF CENTERLINE OF THE HIGHWAY, 19
 JU1926'FEET WEST OF WEST RAIL, 4 1/2 FEET SOUTH OF A TELEPHONE POLE,
 JU1926'1 1/2 FEET NORTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH
 JU1926'TRACK, AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD
 JU1926'PROJECTING 1 INCH ABOVE GROUND AND PROTECTED BY A 6-INCH TILE
 JU1926'WHICH PROJECTS 3 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 72 FEET.
 JU1926
 JU1926                          STATION RECOVERY (1981)
 JU1926
 JU1926'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1926'MARK NOT FOUND.
 JU1926
 JU1926                          STATION RECOVERY (2005)
 JU1926
 JU1926'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU1926'MARK NOT FOUND.
 JU1926
 JU1926                          STATION RECOVERY (2011)
 JU1926
 JU1926'RECOVERY NOTE BY GEOCACHING 2011 (MFM)
 JU1926'RECOVERED DESTROYED. CEMENT POST FOUND UPROOTED ON SIDE, DISK STILL
 JU1926'ATTACHED TO TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2195 ***********************************************************************
 JU2195  DESIGNATION -  K 41
 JU2195  PID         -  JU2195
 JU2195  STATE/COUNTY-  DE/NEW CASTLE
 JU2195  COUNTRY     -  US
 JU2195  USGS QUAD   -  NEWARK EAST (2016)
 JU2195
 JU2195                         *CURRENT SURVEY CONTROL
 JU2195  ______________________________________________________________________
 JU2195* NAD 83(1986) POSITION- 39 37 39.     (N) 075 39 38.     (W)   SCALED
 JU2195* NAVD 88 ORTHO HEIGHT -    20.642 (meters)       67.72  (feet) ADJUSTED
 JU2195  ______________________________________________________________________
 JU2195  GEOID HEIGHT    -        -33.093 (meters)                     GEOID18
 JU2195  DYNAMIC HEIGHT  -         20.632 (meters)       67.69  (feet) COMP
 JU2195  MODELED GRAVITY -    980,156.1   (mgal)                       NAVD 88
 JU2195
 JU2195  VERT ORDER      -  FIRST     CLASS II
 JU2195
 JU2195.The horizontal coordinates were scaled from a map and have
 JU2195.an estimated accuracy of +/- 6 seconds.
 JU2195
 JU2195.The orthometric height was determined by differential leveling and
 JU2195.adjusted by the NATIONAL GEODETIC SURVEY
 JU2195.in June 1991.
 JU2195
 JU2195.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2195.GEOID18 height accuracy estimate available here.
 JU2195
 JU2195.Click photographs - Photos may exist for this station.
 JU2195
 JU2195.The dynamic height is computed by dividing the NAVD 88
 JU2195.geopotential number by the normal gravity value computed on the
 JU2195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2195.degrees latitude (g = 980.6199 gals.).
 JU2195
 JU2195.The modeled gravity was interpolated from observed gravity values.
 JU2195
 JU2195;                    North         East    Units  Estimated Accuracy
 JU2195;SPC DE       -   180,700.      179,060.      MT  (+/- 180 meters Scaled)
 JU2195
 JU2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ433866(NAD 83)
 JU2195
 JU2195                          SUPERSEDED SURVEY CONTROL
 JU2195
 JU2195.No superseded survey control is available for this station.
 JU2195
 JU2195_MARKER: DV = VERTICAL CONTROL DISK
 JU2195_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2195_STAMPING: K 41 1979
 JU2195_MARK LOGO: NGS
 JU2195_PROJECTION: FLUSH
 JU2195_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2195_ROD/PIPE-DEPTH: 7.62 meters
 JU2195
 JU2195  HISTORY     - Date     Condition        Report By
 JU2195  HISTORY     - 1979     MONUMENTED       NGS
 JU2195  HISTORY     - 19910216 GOOD             USPSQD
 JU2195  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU2195
 JU2195                          STATION DESCRIPTION
 JU2195
 JU2195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2195'2.6 MI SW FROM STATE ROAD.
 JU2195'2.65 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU2195'UNDERPASS OF U.S. HIGHWAY 13 UNDER THE TRACKS AT STATE ROAD, AT THE
 JU2195'JUNCTION OF STATE HIGHWAY 7 AND A PAVED ROAD LEADING NORTHEAST,
 JU2195'99 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 97 FEET SOUTHEAST AND
 JU2195'ACROSS THE PAVED ROAD OF THE SOUTHEAST RAIL OF THE TRACKS, 24.6 FEET
 JU2195'SOUTHEAST OF THE CENTER LINE OF THE PAVED ROAD, 14 FEET NORTHWEST OF A
 JU2195'WOODEN FENCE, 23.5 FEET SOUTHWEST OF A 12-INCH TREE, 3.5 FEET
 JU2195'SOUTHWEST OF POWER POLE 45430.
 JU2195'THE MARK IS 1.0 FT  SW FROM A WITNESS POST.
 JU2195'THE MARK IS 0.5 FT ABOVE PAVED ROAD.
 JU2195
 JU2195                          STATION RECOVERY (1991)
 JU2195
 JU2195'RECOVERY NOTE BY US POWER SQUADRON 1991 (SK)
 JU2195'RECOVERED IN GOOD CONDITION.
 JU2195
 JU2195                          STATION RECOVERY (2013)
 JU2195
 JU2195'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU2195'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DM8478 ***********************************************************************
 DM8478  DESIGNATION -  K 47
 DM8478  PID         -  DM8478
 DM8478  STATE/COUNTY-  DE/SUSSEX
 DM8478  COUNTRY     -  US
 DM8478  USGS QUAD   -  ELLENDALE (2016)
 DM8478
 DM8478                         *CURRENT SURVEY CONTROL
 DM8478  ______________________________________________________________________
 DM8478* NAD 83(1986) POSITION- 38 47 53.6    (N) 075 23 30.0    (W)   HD_HELD2
 DM8478* NAVD 88 ORTHO HEIGHT -    15.007 (meters)       49.24  (feet) ADJUSTED
 DM8478  ______________________________________________________________________
 DM8478  GEOID HEIGHT    -        -35.500 (meters)                     GEOID18
 DM8478  DYNAMIC HEIGHT  -         14.998 (meters)       49.21  (feet) COMP
 DM8478  MODELED GRAVITY -    980,033.2   (mgal)                       NAVD 88
 DM8478
 DM8478  VERT ORDER      -  SECOND    CLASS I
 DM8478
 DM8478.The horizontal coordinates were established by autonomous hand held GPS
 DM8478.observations and have an estimated accuracy of +/- 10 meters.
 DM8478
 DM8478.The orthometric height was determined by differential leveling and
 DM8478.adjusted by the NATIONAL GEODETIC SURVEY
 DM8478.in July 2011.
 DM8478
 DM8478.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8478.GEOID18 height accuracy estimate available here.
 DM8478
 DM8478.Click photographs - Photos may exist for this station.
 DM8478
 DM8478.The dynamic height is computed by dividing the NAVD 88
 DM8478.geopotential number by the normal gravity value computed on the
 DM8478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8478.degrees latitude (g = 980.6199 gals.).
 DM8478
 DM8478.The modeled gravity was interpolated from observed gravity values.
 DM8478
 DM8478;                    North         East    Units  Estimated Accuracy
 DM8478;SPC DE       -    88,606.      202,172.      MT  (+/- 10 meters HH2 GPS)
 DM8478
 DM8478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6598894458(NAD 83)
 DM8478
 DM8478                          SUPERSEDED SURVEY CONTROL
 DM8478
 DM8478.No superseded survey control is available for this station.
 DM8478
 DM8478_MARKER: DD = SURVEY DISK
 DM8478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8478_STAMPING: K 47 2010
 DM8478_MARK LOGO: DEDT
 DM8478_PROJECTION: FLUSH
 DM8478_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8478+STABILITY: SURFACE MOTION
 DM8478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8478+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2010
 DM8478
 DM8478  HISTORY     - Date     Condition        Report By
 DM8478  HISTORY     - 20100506 MONUMENTED       DEDT
 DM8478
 DM8478                          STATION DESCRIPTION
 DM8478
 DM8478'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (BRC)
 DM8478'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH OF GEORGETOWN, 4.6 MI
 DM8478'(7.4 KM) WEST-NORTHWEST OF MILTON AND 1.8 MI (2.9 KM) EAST-SOUTHEAST
 DM8478'OF ELLENDALE.
 DM8478'
 DM8478'TO REACH FROM THE INTERSECTION OF STATE ROUTE 16 (MILTON-ELLENDALE
 DM8478'HWY) AND STATE ROUTE 5 (UNION STREET) PROCEED WESTERLY 4.3 MI (6.9 KM)
 DM8478'ALONG STATE ROUTE 16 (MILTON-ELLENDALE HWY)TO THE MARK ON THE LEFT.
 DM8478'
 DM8478'IT IS LOCATED JUST EAST OF THE MOST EASTERLY ENTRANCE TO THE DELDOT
 DM8478'YARD AT ELLENDALE.
 DM8478'
 DM8478'THE MARK IS 30.7 FT (9.4 M) SOUTH OF THE CENTERLINE OF STATE ROUTE 16
 DM8478'(MILTON-ELLENDALE HWY), 69.0 FT (21.0 M) SOUTHWEST OF A UTILITY POLE
 DM8478'(DPL 48236), 68 FT (20.7 M) NORTHEAST OF THE EASTERNMOST GATE POST AT
 DM8478'THE EASTERLY ENTRANCE TO THE DELDOT YARD AT ELLENDALE AND 7.1 FT (2.2
 DM8478'M) SOUTH-SOUTHEAST OF A UTILITY POLE (DPL 48238).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0169 ***********************************************************************
 HU0169  DESIGNATION -  K 5
 HU0169  PID         -  HU0169
 HU0169  STATE/COUNTY-  DE/SUSSEX
 HU0169  COUNTRY     -  US
 HU0169  USGS QUAD   -  GEORGETOWN (2016)
 HU0169
 HU0169                         *CURRENT SURVEY CONTROL
 HU0169  ______________________________________________________________________
 HU0169* NAD 83(1986) POSITION- 38 41 52.     (N) 075 23 25.     (W)   SCALED
 HU0169* NAVD 88 ORTHO HEIGHT -    15.519 (meters)       50.92  (feet) ADJUSTED
 HU0169  ______________________________________________________________________
 HU0169  GEOID HEIGHT    -        -35.619 (meters)                     GEOID18
 HU0169  DYNAMIC HEIGHT  -         15.509 (meters)       50.88  (feet) COMP
 HU0169  MODELED GRAVITY -    980,026.0   (mgal)                       NAVD 88
 HU0169
 HU0169  VERT ORDER      -  SECOND    CLASS 0
 HU0169
 HU0169.The horizontal coordinates were scaled from a map and have
 HU0169.an estimated accuracy of +/- 6 seconds.
 HU0169
 HU0169.The orthometric height was determined by differential leveling and
 HU0169.adjusted by the NATIONAL GEODETIC SURVEY
 HU0169.in June 1991.
 HU0169
 HU0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0169.GEOID18 height accuracy estimate available here.
 HU0169
 HU0169.Click photographs - Photos may exist for this station.
 HU0169
 HU0169.The dynamic height is computed by dividing the NAVD 88
 HU0169.geopotential number by the normal gravity value computed on the
 HU0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0169.degrees latitude (g = 980.6199 gals.).
 HU0169
 HU0169.The modeled gravity was interpolated from observed gravity values.
 HU0169
 HU0169;                    North         East    Units  Estimated Accuracy
 HU0169;SPC DE       -    77,460.      202,300.      MT  (+/- 180 meters Scaled)
 HU0169
 HU0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH660833(NAD 83)
 HU0169
 HU0169                          SUPERSEDED SURVEY CONTROL
 HU0169
 HU0169  NGVD 29 (11/26/84)   15.757  (m)           51.70   (f) ADJUSTED    2 0
 HU0169
 HU0169.Superseded values are not recommended for survey control.
 HU0169
 HU0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0169.See file dsdata.pdf to determine how the superseded data were derived.
 HU0169
 HU0169_MARKER: DB = BENCH MARK DISK
 HU0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0169_STAMPING: K 5 1935
 HU0169_MARK LOGO: CGS
 HU0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0169+STABILITY: SURFACE MOTION
 HU0169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0169+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 HU0169
 HU0169  HISTORY     - Date     Condition        Report By
 HU0169  HISTORY     - 1935     MONUMENTED       CGS
 HU0169  HISTORY     - 1955     GOOD             CGS
 HU0169  HISTORY     - 1981     GOOD             UDE
 HU0169  HISTORY     - 19901031 GOOD             NGS
 HU0169  HISTORY     - 20120210 GOOD             DELCOS
 HU0169
 HU0169                          STATION DESCRIPTION
 HU0169
 HU0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 HU0169'AT GEORGETOWN.
 HU0169'AT GEORGETOWN, SUSSEX COUNTY, ON THE PENNSYLVANIA RAILROAD, 2240
 HU0169'FEET SOUTH OF MILEPOST 23, 48 FEET SOUTHWEST OF A GRADE CROSSING,
 HU0169'27 FEET WEST OF THE CENTERLINE OF THE TRACK, 18 FEET EAST OF THE
 HU0169'NORTHEAST CORNER OF A ONE AND ONE-HALF STORY FRAME DWELLING AND
 HU0169'LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK STAMPED K 5 1935
 HU0169'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 HU0169'GROUND.
 HU0169
 HU0169                          STATION RECOVERY (1981)
 HU0169
 HU0169'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0169'RECOVERED IN GOOD CONDITION.
 HU0169
 HU0169                          STATION RECOVERY (1990)
 HU0169
 HU0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0169'0.9 KM (0.6 MI) SOUTHERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 HU0169'OF U.S. HIGHWAY 9 IN GEORGETOWN, 8.5 M (27.9 FT) SOUTHEAST OF THE
 HU0169'CENTER OF A STREET, 7.7 M (25.3 FT) SOUTHWEST OF THE NEAR RAIL, 0.3 M
 HU0169'(1.0 FT) NORTHWEST OF A WITNESS POST, 0.2 M (0.7 FT) NORTHEAST OF A
 HU0169'FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 HU0169'SURFACE.
 HU0169
 HU0169                          STATION RECOVERY (2012)
 HU0169
 HU0169'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0169'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0210 ***********************************************************************
 HU0210  DESIGNATION -  K 8
 HU0210  PID         -  HU0210
 HU0210  STATE/COUNTY-  DE/SUSSEX
 HU0210  COUNTRY     -  US
 HU0210  USGS QUAD   -  TRAP POND (2016)
 HU0210
 HU0210                         *CURRENT SURVEY CONTROL
 HU0210  ______________________________________________________________________
 HU0210* NAD 83(1986) POSITION- 38 31 38.     (N) 075 23 51.     (W)   SCALED
 HU0210* NAVD 88 ORTHO HEIGHT -    15.555 (meters)       51.03  (feet) ADJUSTED
 HU0210  ______________________________________________________________________
 HU0210  GEOID HEIGHT    -        -35.748 (meters)                     GEOID18
 HU0210  DYNAMIC HEIGHT  -         15.545 (meters)       51.00  (feet) COMP
 HU0210  MODELED GRAVITY -    980,015.1   (mgal)                       NAVD 88
 HU0210
 HU0210  VERT ORDER      -  SECOND    CLASS 0
 HU0210
 HU0210.The horizontal coordinates were scaled from a map and have
 HU0210.an estimated accuracy of +/- 6 seconds.
 HU0210
 HU0210.The orthometric height was determined by differential leveling and
 HU0210.adjusted by the NATIONAL GEODETIC SURVEY
 HU0210.in June 1991.
 HU0210
 HU0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0210.GEOID18 height accuracy estimate available here.
 HU0210
 HU0210.Click photographs - Photos may exist for this station.
 HU0210
 HU0210.The dynamic height is computed by dividing the NAVD 88
 HU0210.geopotential number by the normal gravity value computed on the
 HU0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0210.degrees latitude (g = 980.6199 gals.).
 HU0210
 HU0210.The modeled gravity was interpolated from observed gravity values.
 HU0210
 HU0210;                    North         East    Units  Estimated Accuracy
 HU0210;SPC DE       -    58,520.      201,670.      MT  (+/- 180 meters Scaled)
 HU0210
 HU0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH653643(NAD 83)
 HU0210
 HU0210                          SUPERSEDED SURVEY CONTROL
 HU0210
 HU0210  NGVD 29 (11/26/84)   15.794  (m)           51.82   (f) ADJUSTED    2 0
 HU0210
 HU0210.Superseded values are not recommended for survey control.
 HU0210
 HU0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0210.See file dsdata.pdf to determine how the superseded data were derived.
 HU0210
 HU0210_MARKER: DB = BENCH MARK DISK
 HU0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0210_SP_SET: BRIDGE
 HU0210_STAMPING: K 8 1942
 HU0210_MARK LOGO: CGS
 HU0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0210
 HU0210  HISTORY     - Date     Condition        Report By
 HU0210  HISTORY     - 1942     MONUMENTED       CGS
 HU0210  HISTORY     - 1965     MARK NOT FOUND   CGS
 HU0210  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HU0210  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0210
 HU0210                          STATION DESCRIPTION
 HU0210
 HU0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0210'10.3 MI E FROM LAUREL.
 HU0210'ABOUT 10.3 MILES EAST ALONG STATE HIGHWAY 24 FROM THE
 HU0210'INTERSECTION OF MARKET AND CENTRAL STREETS AT LAUREL, SUSSEX
 HU0210'COUNTY, ABOUT 7.8 MILES SOUTHWEST OF THE RAILROAD CROSSING AT
 HU0210'MILLSBORO, NEAR LOWES CROSSROADS, AT CONCRETE BRIDGE 511, IN THE
 HU0210'SOUTHEAST END OF THE SOUTHWEST ABUTMENT, AND ABOUT 3 FEET HIGHER
 HU0210'THAN THE PAVEMENT.  A STANDARD DISK, STAMPED K 8 1942.
 HU0210
 HU0210                          STATION RECOVERY (1965)
 HU0210
 HU0210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HU0210'MARK NOT FOUND.
 HU0210
 HU0210                          STATION RECOVERY (1987)
 HU0210
 HU0210'RECOVERY NOTE BY US POWER SQUADRON 1987 (DAP)
 HU0210'MARK NOT FOUND.
 HU0210
 HU0210                          STATION RECOVERY (2013)
 HU0210
 HU0210'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0210'POSSIBLY DESTROYED WHEN BRIDGE WAS REDONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0219 ***********************************************************************
 HU0219  DESIGNATION -  K 9
 HU0219  PID         -  HU0219
 HU0219  STATE/COUNTY-  DE/SUSSEX
 HU0219  COUNTRY     -  US
 HU0219  USGS QUAD   -  PITTSVILLE (2016)
 HU0219
 HU0219                         *CURRENT SURVEY CONTROL
 HU0219  ______________________________________________________________________
 HU0219* NAD 83(1986) POSITION- 38 29 46.33   (N) 075 27 25.42   (W)   HD_HELD1
 HU0219* NAVD 88 ORTHO HEIGHT -    14.788 (meters)       48.52  (feet) ADJUSTED
 HU0219  ______________________________________________________________________
 HU0219  GEOID HEIGHT    -        -35.754 (meters)                     GEOID18
 HU0219  DYNAMIC HEIGHT  -         14.778 (meters)       48.48  (feet) COMP
 HU0219  MODELED GRAVITY -    980,015.1   (mgal)                       NAVD 88
 HU0219
 HU0219  VERT ORDER      -  SECOND    CLASS 0
 HU0219
 HU0219.The horizontal coordinates were determined by differentially corrected
 HU0219.hand held GPS observations or other comparable positioning techniques
 HU0219.and have an estimated accuracy of +/- 3 meters.
 HU0219
 HU0219.The orthometric height was determined by differential leveling and
 HU0219.adjusted by the NATIONAL GEODETIC SURVEY
 HU0219.in June 1991.
 HU0219
 HU0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0219.GEOID18 height accuracy estimate available here.
 HU0219
 HU0219.Click photographs - Photos may exist for this station.
 HU0219
 HU0219.The dynamic height is computed by dividing the NAVD 88
 HU0219.geopotential number by the normal gravity value computed on the
 HU0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0219.degrees latitude (g = 980.6199 gals.).
 HU0219
 HU0219.The modeled gravity was interpolated from observed gravity values.
 HU0219
 HU0219;                    North         East    Units  Estimated Accuracy
 HU0219;SPC DE       -    55,079.6     196,476.1     MT  (+/- 3 meters HH1 GPS) 
 HU0219
 HU0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6014360971(NAD 83)
 HU0219
 HU0219                          SUPERSEDED SURVEY CONTROL
 HU0219
 HU0219  NGVD 29 (11/26/84)   15.025  (m)           49.29   (f) ADJUSTED    2 0
 HU0219
 HU0219.Superseded values are not recommended for survey control.
 HU0219
 HU0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0219.See file dsdata.pdf to determine how the superseded data were derived.
 HU0219
 HU0219_MARKER: DB = BENCH MARK DISK
 HU0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0219_STAMPING: K 9 1942
 HU0219_MARK LOGO: CGS
 HU0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0219+STABILITY: SURFACE MOTION
 HU0219
 HU0219  HISTORY     - Date     Condition        Report By
 HU0219  HISTORY     - 1942     MONUMENTED       CGS
 HU0219  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0219
 HU0219                          STATION DESCRIPTION
 HU0219
 HU0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0219'3.6 MI SW FROM LOWES CROSSROADS.
 HU0219'THIS MARK IS ABOUT 3.6 MILES SOUTHWEST OF THE INTERSECTION OF
 HU0219'HIGHWAY 60 AND 421 AT LOWES CROSSROADS, SUSSEX COUNTY, ALONG
 HU0219'PAVED ROAD NUMBER 66, 300 FEET EAST OF A WHITE 2-STORY HOUSE
 HU0219'SURROUNDED BY MAPLE TREES, 32 FEET SOUTHEAST OF THE SOUTHEAST
 HU0219'CORNER OF THE BARN YARD FENCE, AT THE SOUTHWEST CORNER OF A
 HU0219'WOODED AREA, 29 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND IS
 HU0219'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST ABOUT 3 FEET
 HU0219'NORTHWEST OF A STANDARD REFERENCE POST.
 HU0219
 HU0219                          STATION RECOVERY (2013)
 HU0219
 HU0219'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0219'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3532 ***********************************************************************
 JU3532  HT_MOD      -  This is a Height Modernization Survey Station.
 JU3532  DESIGNATION -  KENT
 JU3532  PID         -  JU3532
 JU3532  STATE/COUNTY-  DE/KENT
 JU3532  COUNTRY     -  US
 JU3532  USGS QUAD   -  MILLINGTON (2016)
 JU3532
 JU3532                         *CURRENT SURVEY CONTROL
 JU3532  ______________________________________________________________________
 JU3532* NAD 83(2011) POSITION- 39 15 28.82672(N) 075 45 24.23952(W)   ADJUSTED
 JU3532* NAD 83(2011) ELLIP HT-   -13.981 (meters)        (09/18/23)   ADJUSTED
 JU3532* NAD 83(2011) EPOCH   -  2010.00
 JU3532* NAVD 88 ORTHO HEIGHT -    19.76  (meters)       64.8   (feet) GPS OBS
 JU3532  ______________________________________________________________________
 JU3532  GEOID HEIGHT    -        -33.754 (meters)                     GEOID18
 JU3532  NAD 83(2011) X  -  1,216,723.970 (meters)                     COMP
 JU3532  NAD 83(2011) Y  - -4,793,223.010 (meters)                     COMP
 JU3532  NAD 83(2011) Z  -  4,014,527.658 (meters)                     COMP
 JU3532  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 JU3532
 JU3532  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU3532  Standards:
 JU3532         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU3532            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU3532  -------------------------------------------------------------------
 JU3532  NETWORK    0.46   1.18           0.20   0.17   0.60     -0.05382904
 JU3532  -------------------------------------------------------------------
 JU3532  Click here for local accuracies and other accuracy information.
 JU3532
 JU3532.The horizontal coordinates were established by GPS observations
 JU3532.and adjusted by the MD DEPT OF TRANSP in September 2023.
 JU3532
 JU3532.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU3532.been affixed to the stable North American tectonic plate. See 
 JU3532.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU3532
 JU3532.The horizontal coordinates are valid at the epoch date displayed above
 JU3532.which is a decimal equivalence of Year/Month/Day.
 JU3532
 JU3532.The orthometric height was determined by GPS observations and a
 JU3532.high-resolution geoid model using precise GPS observation and
 JU3532.processing techniques.
 JU3532
 JU3532.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3532.GEOID18 height accuracy estimate available here.
 JU3532
 JU3532.Click photographs - Photos may exist for this station.
 JU3532
 JU3532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3532
 JU3532.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3532
 JU3532.The ellipsoidal height was determined by GPS observations
 JU3532.and is referenced to NAD 83.
 JU3532
 JU3532. The following values were computed from the NAD 83(2011) position.
 JU3532
 JU3532;                    North         East     Units Scale Factor Converg.
 JU3532;SPC DE       -   139,703.842   170,648.657   MT  1.00000560   -0 12 54.7
 JU3532;SPC DE       -   458,345.02    559,869.80   sFT  1.00000560   -0 12 54.7
 JU3532;SPC MD       -   177,379.212   507,301.183   MT  0.99997205   +0 46 49.1
 JU3532;SPC MD       -   581,951.63  1,664,370.63   sFT  0.99997205   +0 46 49.1
 JU3532;UTM  18      - 4,345,681.425   434,711.406   MT  0.99965248   -0 28 44.0
 JU3532
 JU3532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3532!SPC DE       -   1.00000219  x   1.00000560  =   1.00000779
 JU3532!SPC MD       -   1.00000219  x   0.99997205  =   0.99997424
 JU3532!UTM  18      -   1.00000219  x   0.99965248  =   0.99965467
 JU3532
 JU3532:                Primary Azimuth Mark                     Grid Az
 JU3532:SPC DE       -  KENT AZIMUTH MARK                        072 28 29.3
 JU3532:SPC MD       -  KENT AZIMUTH MARK                        071 28 45.5
 JU3532:UTM  18      -  KENT AZIMUTH MARK                        072 44 18.6
 JU3532
 JU3532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3471145681(NAD 83)
 JU3532
 JU3532|---------------------------------------------------------------------|
 JU3532| PID    Reference Object                     Distance      Geod. Az  |
 JU3532|                                                           dddmmss.s |
 JU3532| JU3433 KENT AZIMUTH MARK                   APPROX. 1.0 KM 0721534.6 |
 JU3532| JU3533 BDY MON 55 DEL MD                    30.273 METERS 21657     |
 JU3532| JU1236 H 13                                 19.434 METERS 25536     |
 JU3532| CB2136 KENT RM 1                            14.363 METERS 35153     |
 JU3532|---------------------------------------------------------------------|
 JU3532
 JU3532                          SUPERSEDED SURVEY CONTROL
 JU3532
 JU3532  NAD 83(1991)-  39 15 28.82369(N)    075 45 24.24019(W) AD(       ) 2
 JU3532  NAD 83(1986)-  39 15 28.81510(N)    075 45 24.24962(W) AD(       ) 2
 JU3532  NAD 27      -  39 15 28.41550(N)    075 45 25.49310(W) AD(       ) 2
 JU3532  NGVD 29 (07/19/86)   20.1    (m)           66.     (f) VERT ANG       
 JU3532
 JU3532.Superseded values are not recommended for survey control.
 JU3532
 JU3532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3532.See file dsdata.pdf to determine how the superseded data were derived.
 JU3532
 JU3532_MARKER: DS = TRIANGULATION STATION DISK
 JU3532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3532_STAMPING: KENT 1961
 JU3532_MARK LOGO: CGS
 JU3532_PROJECTION: FLUSH
 JU3532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3532+STABILITY: SURFACE MOTION
 JU3532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3532+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2022
 JU3532
 JU3532  HISTORY     - Date     Condition        Report By
 JU3532  HISTORY     - 1961     MONUMENTED       CGS
 JU3532  HISTORY     - 20020615 GOOD             USPSQD
 JU3532  HISTORY     - 20120321 GOOD             DELCOS
 JU3532  HISTORY     - 20220124 GOOD             MDSHA
 JU3532
 JU3532                          STATION DESCRIPTION
 JU3532
 JU3532'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3532'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF KENTON,
 JU3532'DELAWARE, 4-1/2 MILES EAST OF MILLINGTON, MARYLAND AND AT THE
 JU3532'MARYLAND AND DELAWARE STATE LINE.  ON PROPERTY OWNED BY THE STATE.
 JU3532'
 JU3532'TO REACH THE STATION FROM THE CROSSROAD IN MILLINGTON, GO
 JU3532'EASTERLY ON STATE HIGHWAY 291 FOR 4.6 MILES TO THE
 JU3532'DELAWARE-MARYLAND STATE LINE AND THE STATION ON THE RIGHT,
 JU3532'CONTINUE EASTERLY ON HIGHWAY FOR 0.65 MILES TO THE AZIMUTH
 JU3532'MARK ON THE LEFT.
 JU3532'
 JU3532'STATION, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 JU3532'CYLINDER WHICH IS FLUSH WITH THE SURFACE OF THE GROUND, STAMPED
 JU3532'KENT 1961.  IT IS 62.7 FEET EAST OF THE NORTH SIDE OF
 JU3532'DELAWARE-MARYLAND STATE LINE SIGN AND 32.3 FEET SOUTH OF
 JU3532'THE APPROXIMATE CENTER OF STATE HIGHWAY 291 AND 3.0 FEET
 JU3532'NORTH OF A STANDARD METAL WITNESS POST AND MARKER.
 JU3532'
 JU3532'REFERENCE MARK 1, IS A STANDARD DISK SET IN THE TOP OF A
 JU3532'CONCRETE CYLINDER WHICH IS FLUSH WITH THE SURFACE OF THE
 JU3532'GROUND, STAMPED KENT NO 1 1961.  IT IS 49.7 FEET NORTH OF A
 JU3532'STANDARD METAL WITNESS POST AND MARKER, 76.5 FEET NORTHEAST
 JU3532'OF THE NORTH SIDE OF THE DELAWARE-MARYLAND STATE LINE SIGN
 JU3532'AND 24.7 FEET NORTH OF THE APPROXIMATE CENTER OF STATE HIGHWAY
 JU3532'291.
 JU3532'
 JU3532'BM H13, IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A
 JU3532'6 X 6 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES
 JU3532'ABOVE THE SURFACE OF THE GROUND, STAMPED H 13 1942.  IT IS
 JU3532'64.1 FEET WEST OF A STANDARD METAL WITNESS POST AND MARKER,
 JU3532'9.6 FEET SOUTH OF THE NORTH SIDE OF THE DELAWARE-MARYLAND
 JU3532'STATE LINE SIGN AND 26.4 FEET SOUTH OF THE APPROXIMATE CENTER
 JU3532'OF STATE HIGHWAY 291.
 JU3532'
 JU3532'AZIMUTH MARK, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 JU3532'CYLINDER WHICH PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE
 JU3532'GROUND, STAMPED KENT 1961.  IT IS 48.0 FEET NORTHEAST OF THE T-ROAD
 JU3532'JUNCTION, 28.2 FEET NORTH OF STATE HIGHWAY 6, 3.5 FEET
 JU3532'EAST-SOUTHEAST OF TELEPHONE POLE NUMBER 244 AND 3.4 FEET NORTH
 JU3532'OF A STANDARD METAL WITNESS POST AND MARKER.
 JU3532'
 JU3532'BOUNDARY MONUMENT NO. 55, A 12-INCH SQUARE LIMESTONE MONUMENT
 JU3532'PROJECTING ABOUT 30 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 JU3532'HAS THE LETTER P CUT IN THE EAST SIDE AND THE LETTER M ON THE
 JU3532'WEST SIDE.  THE MONUMENT IS SITTING PLUMB AND IN GOOD
 JU3532'CONDITION.  A SMALL CROSS WAS INSCRIBED IN ITS TOP AND CENTER
 JU3532'FOR TRAVERSE PURPOSE.  IT IS 96.0 FEET SOUTH OF THE CENTERLINE
 JU3532'OF STATE HIGHWAY 6, 98.0 FEET SOUTHWEST OF A STANDARD METAL
 JU3532'WITNESS POST AND MARKER, 67.0 FEET SOUTH OF DELAWARE AND
 JU3532'MARYLAND STATE LINE METAL SIGN AND IS IN A CULTIVATED FIELD.
 JU3532'
 JU3532'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU3532
 JU3532                          STATION RECOVERY (2002)
 JU3532
 JU3532'RECOVERY NOTE BY US POWER SQUADRON 2002 (GB)
 JU3532'RECOVERED IN GOOD CONDITION.
 JU3532
 JU3532                          STATION RECOVERY (2012)
 JU3532
 JU3532'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU3532'RECOVERED IN GOOD CONDITION.
 JU3532
 JU3532                          STATION RECOVERY (2022)
 JU3532
 JU3532'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2022 (EBD)
 JU3532'RECOVERED IN GOOD CONDITION.DESCRIPTION HAS BEEN UPDATED. THE MARK IS
 JU3532'LOCATED ABOUT 8.6 MI (13.8 KM) WEST-SOUTHWEST OF SMYRNA, 6.9 MI (11.1
 JU3532'KM) WEST-SOUTHWEST OF CLAYTON AND 5.4 MI (8.7 KM) WEST-NORTHWEST OF
 JU3532'KENTON.
 JU3532'
 JU3532'TO REACH THE MARK FROM THE JUNCTION OF US 301 AND MILLINGTON ROAD, GO
 JU3532'EAST-SOUTHEAST ON MILLINGTON ROAD FOR 0.02 MI (0.03 KM) TO AN
 JU3532'INTERSECTION.  CONTINUE STRAIGHT AHEAD ON MILLINGTON ROAD FOR 1.56 MI
 JU3532'(2.51 KM) TO AN INTERSECTION.  TURN RIGHT AND GO SOUTH-SOUTHEAST ON
 JU3532'SASSAFRASS ST FOR 0.22 MI (0.35 KM) TO AN INTERSECTION.  TURN LEFT AND
 JU3532'GO EAST-SOUTHEAST ON MD 291 E/CYPRESS ST/RIVER ROAD FOR 4.42 MI (7.11
 JU3532'KM) TO THE MARK ON THE RIGHT.
 JU3532'
 JU3532'THE MARK IS 197.5 FT (60.2 M) WEST OF THE NORTHERN MOST METAL POST OF
 JU3532'A WELCOME TO DELAWARE SIGN, 84.8 FT (25.8 M) NORTHEAST OF A METAL POST
 JU3532'FOR MARYLAND HISTORICAL SIGN, 54.7 FT (16.7 M) EAST-NORTHEAST OF THE
 JU3532'NORTHERN WOODEN POST OF TWO WOODEN POST SIGN BLACKISTON WILDLIFE AREA,
 JU3532'45.2 FT (13.8 M) SOUTHEAST OF THE SOUTHERN MOST WOODEN POST OF A
 JU3532'WELCOME TO MARYLAND SIGN, 22.6 FT (6.9 M) SOUTH OF THE CENTERLINE OF
 JU3532'STATE ROUTE MD 291 SET IN THE TOP OF A 12-IN (30 CM) ROUND CONCRETE
 JU3532'POST AND ABOUT 0.5 FT (15 CM) LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3433 ***********************************************************************
 JU3433  DESIGNATION -  KENT AZIMUTH MARK
 JU3433  PID         -  JU3433
 JU3433  STATE/COUNTY-  DE/KENT
 JU3433  COUNTRY     -  US
 JU3433  USGS QUAD   -  CLAYTON (2016)
 JU3433
 JU3433                         *CURRENT SURVEY CONTROL
 JU3433  ______________________________________________________________________
 JU3433* NAD 83(1991) POSITION- 39 15 39.00937(N) 075 44 43.27733(W)   ADJUSTED
 JU3433* NAVD 88 ORTHO HEIGHT -    21.4   (meters)       70.    (feet) VERTCON3
 JU3433  ______________________________________________________________________
 JU3433  GEOID HEIGHT    -        -33.763 (meters)                     GEOID18
 JU3433  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 JU3433  HORZ ORDER      -  SECOND
 JU3433
 JU3433.The horizontal coordinates were established by classical geodetic methods
 JU3433.and adjusted by the National Geodetic Survey in January 1992.
 JU3433
 JU3433.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3433
 JU3433.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3433.GEOID18 height accuracy estimate available here.
 JU3433
 JU3433.Click photographs - Photos may exist for this station.
 JU3433
 JU3433.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3433
 JU3433. The following values were computed from the NAD 83(1991) position.
 JU3433
 JU3433;                    North         East     Units Scale Factor Converg.
 JU3433;SPC DE       -   140,014.238   171,631.875   MT  1.00000490   -0 12 28.8
 JU3433;SPC DE       -   459,363.38    563,095.58   sFT  1.00000490   -0 12 28.8
 JU3433;SPC MD       -   177,706.632   508,278.827   MT  0.99997238   +0 47 14.8
 JU3433;SPC MD       -   583,025.84  1,667,578.12   sFT  0.99997238   +0 47 14.8
 JU3433;UTM  18      - 4,345,987.184   435,695.693   MT  0.99965091   -0 28 18.2
 JU3433
 JU3433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3433!SPC DE       -   1.00000195  x   1.00000490  =   1.00000685
 JU3433!SPC MD       -   1.00000195  x   0.99997238  =   0.99997433
 JU3433!UTM  18      -   1.00000195  x   0.99965091  =   0.99965286
 JU3433
 JU3433:                Primary Azimuth Mark                     Grid Az
 JU3433:SPC DE       -  ROBINSON AZIMUTH MARK                    344 59 43.5
 JU3433:SPC MD       -  ROBINSON AZIMUTH MARK                    343 59 59.9
 JU3433:UTM  18      -  ROBINSON AZIMUTH MARK                    345 15 32.9
 JU3433
 JU3433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3569545987(NAD 83)
 JU3433
 JU3433|---------------------------------------------------------------------|
 JU3433| PID    Reference Object                     Distance      Geod. Az  |
 JU3433|                                                           dddmmss.s |
 JU3433| JU3434 ROBINSON AZIMUTH MARK               APPROX. 1.0 KM 3444714.7 |
 JU3433|---------------------------------------------------------------------|
 JU3433
 JU3433                          SUPERSEDED SURVEY CONTROL
 JU3433
 JU3433  NAD 83(1986)-  39 15 39.00075(N)    075 44 43.28675(W) AD(       ) 2
 JU3433  NAD 27      -  39 15 38.60130(N)    075 44 44.53160(W) AD(       ) 2
 JU3433  NGVD 29 (07/19/86)   21.6    (m)           71.     (f) VERT ANG       
 JU3433
 JU3433.Superseded values are not recommended for survey control.
 JU3433
 JU3433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3433.See file dsdata.pdf to determine how the superseded data were derived.
 JU3433
 JU3433_MARKER: DZ = AZIMUTH MARK DISK
 JU3433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3433_STAMPING: KENT 1961
 JU3433_MARK LOGO: CGS
 JU3433_PROJECTION: PROJECTING 5 CENTIMETERS
 JU3433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3433+STABILITY: SURFACE MOTION
 JU3433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3433+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2010
 JU3433
 JU3433  HISTORY     - Date     Condition        Report By
 JU3433  HISTORY     - 1961     MONUMENTED       CGS
 JU3433  HISTORY     - 20020615 GOOD             USPSQD
 JU3433  HISTORY     - 20100124 GOOD             BECMOR
 JU3433  HISTORY     - 20101020 GOOD             MAEC
 JU3433  HISTORY     - 20120322 MARK NOT FOUND   DELCOS
 JU3433
 JU3433                          STATION DESCRIPTION
 JU3433
 JU3433'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3433'(THERE WERE NO REFERENCE MARKS TAKEN AT THIS STATION.)
 JU3433'
 JU3433'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF
 JU3433'KENTON DELAWARE, 4-1/2 MILES EAST OF MILLINGTON MARYLAND AND
 JU3433'AT THE MARYLAND-DELAWARE STATE LINE.  ON PROPERTY OWNED BY
 JU3433'THE STATES.
 JU3433'
 JU3433'TO REACH THE STATION FROM THE CROSSROADS IN MILLINGTON, GO
 JU3433'EASTERLY ON STATE HIGHWAY 291 FOR 4.6 MILES TO THE
 JU3433'DELAWARE-MARYLAND STATE LINE, CONTINUE EASTERLY ON HIGHWAY FOR
 JU3433'0.65 MILE TO THE STATION ON THE LEFT.
 JU3433'
 JU3433'AZIMUTH MARK, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 JU3433'CYLINDER WHICH PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF
 JU3433'THE GROUND, STAMPED KENT 1961.  IT IS 48.0 FEET NORTHEAST OF
 JU3433'THE APPROXIMATE CENTER OF THE T-ROAD JUNCTION, 28.2 FEET NORTH
 JU3433'OF STATE HIGHWAY 6, 3.5 FEET EAST-SOUTHEAST OF TELEPHONE POLE
 JU3433'NUMBER 244 AND 3.4 FEET NORTH OF A STANDARD METAL WITNESS POST
 JU3433'AND MARKER.
 JU3433'
 JU3433'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU3433
 JU3433                          STATION RECOVERY (2002)
 JU3433
 JU3433'RECOVERY NOTE BY US POWER SQUADRON 2002 (GB)
 JU3433'RECOVERED IN GOOD CONDITION.
 JU3433
 JU3433                          STATION RECOVERY (2010)
 JU3433
 JU3433'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU3433'RECOVERED IN GOOD CONDITION.
 JU3433
 JU3433                          STATION RECOVERY (2010)
 JU3433
 JU3433'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2010
 JU3433'PHONE/LIGHT IS NO LONGER EXISTING, REPLACED BY A PEDESTAL. DISTANCE
 JU3433'AND DIRECTION REMAINS AS DESCRIBED.
 JU3433
 JU3433                          STATION RECOVERY (2012)
 JU3433
 JU3433'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU3433'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0853 ***********************************************************************
 HU0853  DESIGNATION -  KENT RESET
 HU0853  PID         -  HU0853
 HU0853  STATE/COUNTY-  DE/KENT
 HU0853  COUNTRY     -  US
 HU0853  USGS QUAD   -  BURRSVILLE (2016)
 HU0853
 HU0853                         *CURRENT SURVEY CONTROL
 HU0853  ______________________________________________________________________
 HU0853* NAD 83(1991) POSITION- 38 59 37.35433(N) 075 40 41.55545(W)   ADJUSTED
 HU0853* NAVD 88 ORTHO HEIGHT -    20.707 (meters)       67.94  (feet) ADJUSTED
 HU0853  ______________________________________________________________________
 HU0853  GEOID HEIGHT    -        -34.766 (meters)                     GEOID18
 HU0853  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 HU0853  DYNAMIC HEIGHT  -         20.695 (meters)       67.90  (feet) COMP
 HU0853  MODELED GRAVITY -    980,055.9   (mgal)                       NAVD 88
 HU0853
 HU0853  HORZ ORDER      -  FIRST
 HU0853  VERT ORDER      -  SECOND    CLASS 0
 HU0853
 HU0853.The horizontal coordinates were established by classical geodetic methods
 HU0853.and adjusted by the National Geodetic Survey in January 1992.
 HU0853
 HU0853.The orthometric height was determined by differential leveling and
 HU0853.adjusted by the NATIONAL GEODETIC SURVEY
 HU0853.in June 1991.
 HU0853
 HU0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0853.GEOID18 height accuracy estimate available here.
 HU0853
 HU0853.Click photographs - Photos may exist for this station.
 HU0853
 HU0853.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU0853
 HU0853.The dynamic height is computed by dividing the NAVD 88
 HU0853.geopotential number by the normal gravity value computed on the
 HU0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0853.degrees latitude (g = 980.6199 gals.).
 HU0853
 HU0853.The modeled gravity was interpolated from observed gravity values.
 HU0853
 HU0853. The following values were computed from the NAD 83(1991) position.
 HU0853
 HU0853;                    North         East     Units Scale Factor Converg.
 HU0853;SPC DE       -   110,339.617   177,341.546   MT  1.00000132   -0 09 52.5
 HU0853;SPC DE       -   362,005.89    581,828.06   sFT  1.00000132   -0 09 52.5
 HU0853;SPC MD       -   148,136.874   514,502.563   MT  0.99995196   +0 49 46.6
 HU0853;SPC MD       -   486,012.39  1,687,997.16   sFT  0.99995196   +0 49 46.6
 HU0853;UTM  18      - 4,316,297.258   441,267.132   MT  0.99964247   -0 25 36.4
 HU0853
 HU0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0853!SPC DE       -   1.00000221  x   1.00000132  =   1.00000353
 HU0853!SPC MD       -   1.00000221  x   0.99995196  =   0.99995417
 HU0853!UTM  18      -   1.00000221  x   0.99964247  =   0.99964468
 HU0853
 HU0853:                Primary Azimuth Mark                     Grid Az
 HU0853:SPC DE       -  KENT RM 2 AZIMUTH                        212 18 06.0
 HU0853:SPC MD       -  KENT RM 2 AZIMUTH                        211 18 26.9
 HU0853:UTM  18      -  KENT RM 2 AZIMUTH                        212 33 49.9
 HU0853
 HU0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4126716297(NAD 83)
 HU0853
 HU0853|---------------------------------------------------------------------|
 HU0853| PID    Reference Object                     Distance      Geod. Az  |
 HU0853|                                                           dddmmss.s |
 HU0853| HU0854 KENT RM 1                            45.994 METERS 20942     |
 HU0853| HU0852 KENT RM 2 AZIMUTH                                  2120813.5 |
 HU0853| HU0855 KENT RM 3                            56.784 METERS 29945     |
 HU0853|---------------------------------------------------------------------|
 HU0853
 HU0853                          SUPERSEDED SURVEY CONTROL
 HU0853
 HU0853  NAD 83(1986)-  38 59 37.34501(N)    075 40 41.56520(W) AD(       ) 1
 HU0853  NAD 27      -  38 59 36.93900(N)    075 40 42.82200(W) AD(       ) 1
 HU0853  USSD        -  38 59 37.31500(N)    075 40 42.64700(W) AD(       ) 3
 HU0853  NGVD 29              21.09   (m)           69.2    (f) LEVELING    3  
 HU0853  NGVD 29 (11/26/84)   20.946  (m)           68.72   (f) ADJUSTED    2 0
 HU0853
 HU0853.Superseded values are not recommended for survey control.
 HU0853
 HU0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0853.See file dsdata.pdf to determine how the superseded data were derived.
 HU0853
 HU0853_MARKER: DS = TRIANGULATION STATION DISK
 HU0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0853_STAMPING: KENT 1932 1896
 HU0853_MARK LOGO: CGS
 HU0853_PROJECTION: PROJECTING 15 CENTIMETERS
 HU0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0853+STABILITY: SURFACE MOTION
 HU0853
 HU0853  HISTORY     - Date     Condition        Report By
 HU0853  HISTORY     - 1896     MONUMENTED       CGS
 HU0853  HISTORY     - 1932     GOOD             CGS
 HU0853  HISTORY     - 1932     SEE DESCRIPTION  CGS
 HU0853  HISTORY     - 1942     GOOD             CGS
 HU0853  HISTORY     - 1964     GOOD             CGS
 HU0853  HISTORY     - 1980     MARK NOT FOUND   NGS
 HU0853
 HU0853                          STATION DESCRIPTION
 HU0853
 HU0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1896 (FWP)
 HU0853'ABOUT 1 MILE N OF HOLLANDVILLE ON FARM OF L. DILL, JUST E OF
 HU0853'HIS APPLE ORCHARD.  MARKING NOT KNOWN.  REFERENCES AND DISTANCES
 HU0853'ARE -- NEAR CORNER OF CATTLE POUND, 58 FEET.  NEAR CORNER OF
 HU0853'SHED ADJOINING BARN, 100 FEET.  PEAR TREE AT NEAR CORNER OF
 HU0853'ORCHARD, 71.5 FEET.  NEAR APPLE TREE OF ORCHARD, 79 FEET.
 HU0853'LEFT-HAND GATEPOST, 147 FEET.
 HU0853
 HU0853                          STATION RECOVERY (1932)
 HU0853
 HU0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (ERM)
 HU0853'STATION RECOVERED AS DESCRIBED.  SURFACE MARK CHECKED BY
 HU0853'REFERENCES AS INDICATED FROM ORIGINAL DESCRIPTIONS.
 HU0853'
 HU0853'TO REACH, GO N ON DIRT ROAD FROM HOLLANDVILLE ABOUT 0.8 MILE,
 HU0853'TURN RIGHT AND GO 0.5 MILE.
 HU0853
 HU0853                          STATION RECOVERY (1932)
 HU0853
 HU0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 HU0853'NEW MARK, A STANDARD BRONZE DISK SET IN CONCRETE,
 HU0853'PUT IN EXACT LOCATION OF OLD ONE WHICH WAS REMOVED.
 HU0853'UNDERGROUND MARK FOUND IN GOOD CONDITION AND LEFT IN
 HU0853'PLACE.  IT IS A GRANITE BLOCK WITH CROSS CHISLED ON IT.  THREE NEW
 HU0853'REFERENCE MARKS, STANDARD BRONZE DISKS SET IN CONCRETE.
 HU0853'
 HU0853'LOCATED ABOUT 1 MILE N OF HOLLANDSVILLE, KENT COUNTY,
 HU0853'DELAWARE, WHICH IS 5.7 MILES W OF FELTON, ON HIGHWAY FROM
 HU0853'FELTON TO GREENSBORO, MARYLAND.  TURN N ON DIRT ROAD JUST W OF
 HU0853'HOLLANDSVILLE, GO 0.8 MILE, TURN E AND GO 0.5 MILE TO FARM
 HU0853'OWNED BY MR. GEORGE HARRISON (FORMERLY OWNED BY
 HU0853'MR. DILL).  STATION IS LOCATED IN ORCHARD, 58 FEET SE OF CATTLE
 HU0853'POUND, 51 FEET E OF EASTERN SIDE OF CONCRETE BASE TO NEAREST
 HU0853'SILO.
 HU0853'
 HU0853'REFERENCE MARK NO.1 IS S OF STATION IN E-W FENCE LINE.
 HU0853'
 HU0853'REFERENCE MARK NO.2 IS IN NE CORNER OF INTERSECTION OF TWO
 HU0853'DIRT ROADS, 9 METERS E OF N-S ROAD, AND 8 METERS N OF E-W ROAD.
 HU0853'
 HU0853'REFERENCE MARK NO.3 IS IN FENCE LINE WNW OF STATION, BY A
 HU0853'CHICKEN YARD.
 HU0853
 HU0853                          STATION RECOVERY (1942)
 HU0853
 HU0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 HU0853'0.8 MI W FROM HOLLANDSVILLE.
 HU0853'0.8 MILE WEST ALONG A GRAVEL ROAD FROM THE INTERSECTION OF A
 HU0853'PAVED ROAD AT HOLLANDSVILLE, KENT COUNTY, THENCE 0.3 MILE NORTH
 HU0853'ALONG A DIRT ROAD, 320 FEET SOUTHEAST OF THE CENTERLINE OF THE
 HU0853'DIRT ROAD, 56 FEET EAST OF THE EAST CORNER OF A BARN, AND 53.5
 HU0853'FEET EAST OF AN OLD SILO.  A STANDARD TRIANGULATION STATION DISK,
 HU0853'STAMPED KENT 1932 1896 AND SET IN THE TOP OF A CONCRETE POST
 HU0853'PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- RECOVERED AS DESCRIBED
 HU0853'EXCEPT ONLY THE FLOOR OF THE BARN AND SILO REMAIN.  MARK IS NOW
 HU0853'IN A CULTIVATED FIELD.
 HU0853
 HU0853                          STATION RECOVERY (1964)
 HU0853
 HU0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HU0853'RECOVERED IN GOOD CONDITION.
 HU0853
 HU0853                          STATION RECOVERY (1980)
 HU0853
 HU0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 HU0853'STATION SEARCHED FOR BUT NO EVIDENCE OF ANY MARKS WERE FOUND.  THE
 HU0853'ENTIRE AREA IS NOW A CULTIVATED FIELD AND ONLY THE HOUSE REMAINS IN
 HU0853'THE AREA.  IT IS POSSIBLE THE THE SUB-SURFACE STILL REMAINS INTACT BUT
 HU0853'IT WAS NOT POSSIBLE TO LOCATE IT WITHOUT A EXTENSIVE SURVEY FROM A
 HU0853'KNOWN POINT.  AT THIS DATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0854 ***********************************************************************
 HU0854  DESIGNATION -  KENT RM 1
 HU0854  PID         -  HU0854
 HU0854  STATE/COUNTY-  DE/KENT
 HU0854  COUNTRY     -  US
 HU0854  USGS QUAD   -  BURRSVILLE (2016)
 HU0854
 HU0854                         *CURRENT SURVEY CONTROL
 HU0854  ______________________________________________________________________
 HU0854* NAD 83(1986) POSITION- 38 59 36.06   (N) 075 40 42.50   (W)   HD_HELD1
 HU0854* NAVD 88 ORTHO HEIGHT -    20.509 (meters)       67.29  (feet) ADJUSTED
 HU0854  ______________________________________________________________________
 HU0854  GEOID HEIGHT    -        -34.766 (meters)                     GEOID18
 HU0854  DYNAMIC HEIGHT  -         20.497 (meters)       67.25  (feet) COMP
 HU0854  MODELED GRAVITY -    980,055.9   (mgal)                       NAVD 88
 HU0854
 HU0854  VERT ORDER      -  SECOND    CLASS 0
 HU0854
 HU0854.The horizontal coordinates were determined by differentially corrected
 HU0854.hand held GPS observations or other comparable positioning techniques
 HU0854.and have an estimated accuracy of +/- 3 meters.
 HU0854
 HU0854.The orthometric height was determined by differential leveling and
 HU0854.adjusted by the NATIONAL GEODETIC SURVEY
 HU0854.in June 1991.
 HU0854
 HU0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0854.GEOID18 height accuracy estimate available here.
 HU0854
 HU0854.Click photographs - Photos may exist for this station.
 HU0854
 HU0854.The dynamic height is computed by dividing the NAVD 88
 HU0854.geopotential number by the normal gravity value computed on the
 HU0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0854.degrees latitude (g = 980.6199 gals.).
 HU0854
 HU0854.The modeled gravity was interpolated from observed gravity values.
 HU0854
 HU0854;                    North         East    Units  Estimated Accuracy
 HU0854;SPC DE       -   110,299.8     177,318.7     MT  (+/- 3 meters HH1 GPS) 
 HU0854
 HU0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4124416257(NAD 83)
 HU0854
 HU0854                          SUPERSEDED SURVEY CONTROL
 HU0854
 HU0854  NGVD 29 (11/26/84)   20.748  (m)           68.07   (f) ADJUSTED    2 0
 HU0854
 HU0854.Superseded values are not recommended for survey control.
 HU0854
 HU0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0854.See file dsdata.pdf to determine how the superseded data were derived.
 HU0854
 HU0854_MARKER: DR = REFERENCE MARK DISK
 HU0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0854_STAMPING: KENT NO 1 1932
 HU0854_MARK LOGO: CGS
 HU0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0854+STABILITY: SURFACE MOTION
 HU0854
 HU0854  HISTORY     - Date     Condition        Report By
 HU0854  HISTORY     - 1932     MONUMENTED       CGS
 HU0854  HISTORY     - 1942     GOOD             CGS
 HU0854  HISTORY     - 1964     GOOD             CGS
 HU0854  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0854
 HU0854                          STATION DESCRIPTION
 HU0854
 HU0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0854'0.8 MI W FROM HOLLANDSVILLE.
 HU0854'100.0 FEET SOUTHWEST OF TRIANGULATION STATION KENT DESCRIBED ABOVE,
 HU0854'339.9 FEET SOUTHEAST OF THE CENTERLINE OF THE DIRT ROAD, ON THE
 HU0854'OLD HARRISON FARM, 68 FEET SOUTHEAST OF THE SOUTH CORNER OF THE
 HU0854'PUMPHOUSE, AND IN LINE WITH THREE TREES.  A STANDARD REFERENCE
 HU0854'MARK DISK, STAMPED KENT NO 1 1932 AND SET IN THE TOP OF A CONCRETE
 HU0854'POST.
 HU0854
 HU0854                          STATION RECOVERY (1964)
 HU0854
 HU0854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HU0854'RECOVERED IN GOOD CONDITION.
 HU0854
 HU0854                          STATION RECOVERY (1981)
 HU0854
 HU0854'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0854'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0852 ***********************************************************************
 HU0852  DESIGNATION -  KENT RM 2 AZIMUTH
 HU0852  PID         -  HU0852
 HU0852  STATE/COUNTY-  DE/KENT
 HU0852  COUNTRY     -  US
 HU0852  USGS QUAD   -  BURRSVILLE (2016)
 HU0852
 HU0852                         *CURRENT SURVEY CONTROL
 HU0852  ______________________________________________________________________
 HU0852* NAD 83(1986) POSITION- 38 59 36.     (N) 075 40 41.     (W)   SCALED
 HU0852* NAVD 88 ORTHO HEIGHT -    19.043 (meters)       62.48  (feet) ADJUSTED
 HU0852  ______________________________________________________________________
 HU0852  GEOID HEIGHT    -        -34.767 (meters)                     GEOID18
 HU0852  DYNAMIC HEIGHT  -         19.032 (meters)       62.44  (feet) COMP
 HU0852  MODELED GRAVITY -    980,055.9   (mgal)                       NAVD 88
 HU0852
 HU0852  VERT ORDER      -  SECOND    CLASS 0
 HU0852
 HU0852.The horizontal coordinates were scaled from a map and have
 HU0852.an estimated accuracy of +/- 6 seconds.
 HU0852
 HU0852.The orthometric height was determined by differential leveling and
 HU0852.adjusted by the NATIONAL GEODETIC SURVEY
 HU0852.in June 1991.
 HU0852
 HU0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0852.GEOID18 height accuracy estimate available here.
 HU0852
 HU0852.Click photographs - Photos may exist for this station.
 HU0852
 HU0852.The dynamic height is computed by dividing the NAVD 88
 HU0852.geopotential number by the normal gravity value computed on the
 HU0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0852.degrees latitude (g = 980.6199 gals.).
 HU0852
 HU0852.The modeled gravity was interpolated from observed gravity values.
 HU0852
 HU0852;                    North         East    Units  Estimated Accuracy
 HU0852;SPC DE       -   110,300.      177,360.      MT  (+/- 180 meters Scaled)
 HU0852
 HU0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ412162(NAD 83)
 HU0852
 HU0852                          SUPERSEDED SURVEY CONTROL
 HU0852
 HU0852  NGVD 29 (11/26/84)   19.283  (m)           63.26   (f) ADJUSTED    2 0
 HU0852
 HU0852.Superseded values are not recommended for survey control.
 HU0852
 HU0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0852.See file dsdata.pdf to determine how the superseded data were derived.
 HU0852
 HU0852_MARKER: DR = REFERENCE MARK DISK
 HU0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0852_STAMPING: KENT NO 2 1932
 HU0852_MARK LOGO: CGS
 HU0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0852+STABILITY: SURFACE MOTION
 HU0852
 HU0852  HISTORY     - Date     Condition        Report By
 HU0852  HISTORY     - 1932     MONUMENTED       CGS
 HU0852  HISTORY     - 1942     GOOD             CGS
 HU0852  HISTORY     - 1964     GOOD             CGS
 HU0852  HISTORY     - 1981     GOOD             UDE
 HU0852
 HU0852                          STATION DESCRIPTION
 HU0852
 HU0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0852'0.8 MI W FROM HOLLANDSVILLE.
 HU0852'0.8 MILE WEST ALONG A BLACKTOP ROAD FROM THE INTERSECTION OF A
 HU0852'PAVED ROAD AT HOLLANDSVILLE, KENT COUNTY, AT A NORTH AND SOUTH
 HU0852'ROAD INTERSECTION, IN THE NORTHEAST ANGLE OF THE INTERSECTION,
 HU0852'33.9 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION, 28 FEET
 HU0852'NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 23.3 FEET EAST OF THE
 HU0852'CENTERLINE OF THE DIRT ROAD, 0.5 FOOT NORTH OF MARK IS A STEEL
 HU0852'WITNESS POINT.  A STANDARD REFERENCE MARK DISK, STAMPED KENT NO
 HU0852'2 1932 AND SET IN THE TOP OF A CONCRETE POST.
 HU0852
 HU0852                          STATION RECOVERY (1964)
 HU0852
 HU0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HU0852'RECOVERED IN GOOD CONDITION.
 HU0852
 HU0852                          STATION RECOVERY (1981)
 HU0852
 HU0852'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0852'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0855 ***********************************************************************
 HU0855  DESIGNATION -  KENT RM 3
 HU0855  PID         -  HU0855
 HU0855  STATE/COUNTY-  DE/KENT
 HU0855  COUNTRY     -  US
 HU0855  USGS QUAD   -  BURRSVILLE (2016)
 HU0855
 HU0855                         *CURRENT SURVEY CONTROL
 HU0855  ______________________________________________________________________
 HU0855* NAD 83(1986) POSITION- 38 59 38.27   (N) 075 40 43.61   (W)   HD_HELD1
 HU0855* NAVD 88 ORTHO HEIGHT -    20.738 (meters)       68.04  (feet) ADJUSTED
 HU0855  ______________________________________________________________________
 HU0855  GEOID HEIGHT    -        -34.764 (meters)                     GEOID18
 HU0855  DYNAMIC HEIGHT  -         20.726 (meters)       68.00  (feet) COMP
 HU0855  MODELED GRAVITY -    980,055.9   (mgal)                       NAVD 88
 HU0855
 HU0855  VERT ORDER      -  SECOND    CLASS 0
 HU0855
 HU0855.The horizontal coordinates were determined by differentially corrected
 HU0855.hand held GPS observations or other comparable positioning techniques
 HU0855.and have an estimated accuracy of +/- 3 meters.
 HU0855
 HU0855.The orthometric height was determined by differential leveling and
 HU0855.adjusted by the NATIONAL GEODETIC SURVEY
 HU0855.in June 1991.
 HU0855
 HU0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0855.GEOID18 height accuracy estimate available here.
 HU0855
 HU0855.Click photographs - Photos may exist for this station.
 HU0855
 HU0855.The dynamic height is computed by dividing the NAVD 88
 HU0855.geopotential number by the normal gravity value computed on the
 HU0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0855.degrees latitude (g = 980.6199 gals.).
 HU0855
 HU0855.The modeled gravity was interpolated from observed gravity values.
 HU0855
 HU0855;                    North         East    Units  Estimated Accuracy
 HU0855;SPC DE       -   110,368.0     177,292.2     MT  (+/- 3 meters HH1 GPS) 
 HU0855
 HU0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4121716325(NAD 83)
 HU0855
 HU0855                          SUPERSEDED SURVEY CONTROL
 HU0855
 HU0855  NGVD 29 (11/26/84)   20.977  (m)           68.82   (f) ADJUSTED    2 0
 HU0855
 HU0855.Superseded values are not recommended for survey control.
 HU0855
 HU0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0855.See file dsdata.pdf to determine how the superseded data were derived.
 HU0855
 HU0855_MARKER: DR = REFERENCE MARK DISK
 HU0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0855_STAMPING: KENT NO 3 1932
 HU0855_MARK LOGO: CGS
 HU0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0855+STABILITY: SURFACE MOTION
 HU0855
 HU0855  HISTORY     - Date     Condition        Report By
 HU0855  HISTORY     - 1932     MONUMENTED       CGS
 HU0855  HISTORY     - 1942     GOOD             CGS
 HU0855  HISTORY     - 1964     GOOD             CGS
 HU0855  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0855  HISTORY     - 19910501 MARK NOT FOUND   USGS
 HU0855
 HU0855                          STATION DESCRIPTION
 HU0855
 HU0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0855'0.8 MI W FROM HOLLANDSVILLE.
 HU0855'186.0 FEET NORTHWEST OF TRIANGULATION STATION KENT DESCRIBED
 HU0855'ABOVE, 86 FEET NORTHWEST OF THE NORTH CORNER OF A BARN, AND 12.9
 HU0855'FEET SOUTH OF AN APPLE TREE.  A STANDARD REFERENCE MARK DISK,
 HU0855'STAMPED KENT NO 3 1932 AND SET IN THE TOP OF A CONCRETE POST.
 HU0855'NOTE-- RECOVERED AS DESCRIBED EXCEPT THE APPLE TREE IS GONE AND
 HU0855'ALL THAT REMAINS OF THE BARN IS THE CONCRETE FLOOR.
 HU0855
 HU0855                          STATION RECOVERY (1964)
 HU0855
 HU0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HU0855'RECOVERED IN GOOD CONDITION.
 HU0855
 HU0855                          STATION RECOVERY (1981)
 HU0855
 HU0855'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0855'MARK NOT FOUND.
 HU0855
 HU0855                          STATION RECOVERY (1991)
 HU0855
 HU0855'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 HU0855'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3381 ***********************************************************************
 JU3381  DESIGNATION -  KITTS
 JU3381  PID         -  JU3381
 JU3381  STATE/COUNTY-  DE/KENT
 JU3381  COUNTRY     -  US
 JU3381  USGS QUAD   -  FREDERICA (2016)
 JU3381
 JU3381                         *CURRENT SURVEY CONTROL
 JU3381  ______________________________________________________________________
 JU3381* NAD 83(1991) POSITION- 39 05 58.58831(N) 075 24 01.69511(W)   ADJUSTED
 JU3381* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU3381  ______________________________________________________________________
 JU3381  GEOID HEIGHT    -        -34.771 (meters)                     GEOID18
 JU3381  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 JU3381  HORZ ORDER      -  SECOND
 JU3381
 JU3381.The horizontal coordinates were established by classical geodetic methods
 JU3381.and adjusted by the National Geodetic Survey in January 1992.
 JU3381
 JU3381.The orthometric height was scaled from a topographic map.
 JU3381
 JU3381.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3381.GEOID18 height accuracy estimate available here.
 JU3381
 JU3381.Click photographs - Photos may exist for this station.
 JU3381
 JU3381.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3381
 JU3381. The following values were computed from the NAD 83(1991) position.
 JU3381
 JU3381;                    North         East     Units Scale Factor Converg.
 JU3381;SPC DE       -   122,063.590   201,401.008   MT  0.99999502   +0 00 36.8
 JU3381;SPC DE       -   400,470.29    660,763.14   sFT  0.99999502   +0 00 36.8
 JU3381;SPC NJ       -    29,943.489    72,112.061   MT  0.99997467   -0 34 04.5
 JU3381;SPC NJ       -    98,239.60    236,587.65   sFT  0.99997467   -0 34 04.5
 JU3381;UTM  18      - 4,327,906.594   465,371.141   MT  0.99961477   -0 15 09.2
 JU3381
 JU3381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3381!SPC DE       -   1.00000518  x   0.99999502  =   1.00000020
 JU3381!SPC NJ       -   1.00000518  x   0.99997467  =   0.99997985
 JU3381!UTM  18      -   1.00000518  x   0.99961477  =   0.99961995
 JU3381
 JU3381:                Primary Azimuth Mark                     Grid Az
 JU3381:SPC DE       -  MURDERKILL R REAR RANGE LIGHT            185 48 50.4
 JU3381:SPC NJ       -  MURDERKILL R REAR RANGE LIGHT            186 23 31.7
 JU3381:UTM  18      -  MURDERKILL R REAR RANGE LIGHT            186 04 36.4
 JU3381
 JU3381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6537127906(NAD 83)
 JU3381
 JU3381|---------------------------------------------------------------------|
 JU3381| PID    Reference Object                     Distance      Geod. Az  |
 JU3381|                                                           dddmmss.s |
 JU3381| JU3375 ELBOW OF CROSS LEDGE LIGHT          APPROX.14.6 KM 0511027.4 |
 JU3381| JU3371 MIAH MAULL SHOAL LIGHT              APPROX.16.9 KM 0794051.0 |
 JU3381| JU3380 MURDERKILL R REAR RANGE LIGHT       APPROX. 5.0 KM 1854927.2 |
 JU3381| CB2137 KITTS RM 1                           13.649 METERS 19200     |
 JU3381| CB2138 KITTS RM 2                           13.003 METERS 29739     |
 JU3381| JU3382 MAHON RIVER LIGHT                   APPROX. 9.5 KM 3594956.5 |
 JU3381|---------------------------------------------------------------------|
 JU3381
 JU3381                          SUPERSEDED SURVEY CONTROL
 JU3381
 JU3381  NAD 83(1986)-  39 05 58.57922(N)    075 24 01.70260(W) AD(       ) 2
 JU3381  NAD 27      -  39 05 58.17600(N)    075 24 02.99600(W) AD(       ) 2
 JU3381
 JU3381.Superseded values are not recommended for survey control.
 JU3381
 JU3381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3381.See file dsdata.pdf to determine how the superseded data were derived.
 JU3381
 JU3381_MARKER: DS = TRIANGULATION STATION DISK
 JU3381_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JU3381_STAMPING: KITTS 1933
 JU3381_MARK LOGO: CGS
 JU3381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3381
 JU3381  HISTORY     - Date     Condition        Report By
 JU3381  HISTORY     - 1933     MONUMENTED       CGS
 JU3381  HISTORY     - 1947     SEE DESCRIPTION  CGS
 JU3381  HISTORY     - 1973     MARK NOT FOUND   NGS
 JU3381
 JU3381                          STATION DESCRIPTION
 JU3381
 JU3381'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3381'THIS STATION IS AT KITTS HUMMOCK ON THE W SHORE OF DELAWARE BAY
 JU3381'ABOUT 8 MILES SE OF DOVER AND 3 MILES N OF BOWERS.
 JU3381'
 JU3381'STATION MARK IS A STANDARD BRONZE DISK IN A TILE.
 JU3381'UNDERGROUND MARK IS A BLOCK OF CONCRETE BELOW THE
 JU3381'GROUND CONTAINING A STANDARD BRONZE DISK.
 JU3381'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD BRONZE DISKS SET
 JU3381'IN CONCRETE IN THE TOP OF A TILE.
 JU3381'
 JU3381'REFERENCE MARK NO.1 IS SSW OF THE STATION ON THE CREST OF THE
 JU3381'LOW SAND RIDGE BACK OF THE BEACH, ON LINE WITH THE E SIDE OF
 JU3381'THE S HOUSE AND 70 FEET S OF THE S SIDE OF THE PORCH OF THE
 JU3381'HOUSE.
 JU3381'
 JU3381'REFERENCE MARK NO.2 IS NW OF THE STATION, 3 FEET SW OF THE SW
 JU3381'CORNER OF THE S PORCH OF THE S HOUSE.
 JU3381'
 JU3381'TO REACH FROM DOVER GO E 1.0 MILE FROM MAIN PART OF TOWN TO
 JU3381'ROAD FORK.  TAKE RIGHT FORK AND PROCEED SE 5 MILES ON PAVED
 JU3381'ROAD TO CROSSROADS, CONTINUE STRAIGHT AHEAD 3 MILES TO END OF
 JU3381'ROAD AT KITTS HUMMOCK.  TURN RIGHT ON BEACH AND CONTINUE ABOUT
 JU3381'1/2 MILE TO THE STATION JUST BEYOND THE LAST HOUSE OF THE
 JU3381'VILLAGE.  THE STATION IS ON THE BEACH ABOUT 5 FEET W OF THE
 JU3381'HIGH WATER LINE, AND 29 FEET SSE OF THE SE CORNER OF THE S
 JU3381'HOUSE IN KITTS HUMMOCK.
 JU3381
 JU3381                          STATION RECOVERY (1947)
 JU3381
 JU3381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (TBR)
 JU3381'STATION MARK AND REFERENCE MARK 1 WERE FOUND WASHED OUT ON
 JU3381'BEACH.  IT IS RECOMMENDED THAT STATION AND REFERENCE MARK 1 BE
 JU3381'CONSIDERED AS LOST.  REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT
 JU3381'FOUND.
 JU3381
 JU3381                          STATION RECOVERY (1973)
 JU3381
 JU3381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 JU3381'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  LOCAL RESIDENTS
 JU3381'REPORTED SEEING THE MONUMENTS NEAR THE WATER LINE DURING STORMS
 JU3381'AND THEY SAID SINCE THEN THEY HAVE BEEN WASHED AWAY.  THE SMALL
 JU3381'VILLAGE HAS BEEN ENLARGED AND CONSTRUCTION WORK HAS TOOK PLACE
 JU3381'IN THE AREA OF THE STATION.  NO OBJECTS IS VISIBLE FROM THE
 JU3381'GROUND TO SET IN TO CHECK THE ANGLES.  THERE IS A REMOTE
 JU3381'POSSIBILITY THAT THE DISKS MAY STILL BE INTACT.
 JU3381'
 JU3381'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3381'AT KITTS HAMMOCK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1996 ***********************************************************************
 HU1996  DESIGNATION -  KORNER
 HU1996  PID         -  HU1996
 HU1996  STATE/COUNTY-  DE/KENT
 HU1996  COUNTRY     -  US
 HU1996  USGS QUAD   -  BURRSVILLE (2016)
 HU1996
 HU1996                         *CURRENT SURVEY CONTROL
 HU1996  ______________________________________________________________________
 HU1996* NAD 83(1991) POSITION- 38 54 34.49576(N) 075 43 44.59235(W)   ADJUSTED
 HU1996* NAVD 88 ORTHO HEIGHT -    18.7   (meters)       61.    (feet) VERTCON3
 HU1996  ______________________________________________________________________
 HU1996  GEOID HEIGHT    -        -34.947 (meters)                     GEOID18
 HU1996  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 HU1996  HORZ ORDER      -  SECOND
 HU1996
 HU1996.The horizontal coordinates were established by classical geodetic methods
 HU1996.and adjusted by the National Geodetic Survey in January 1992.
 HU1996
 HU1996.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1996
 HU1996.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1996.GEOID18 height accuracy estimate available here.
 HU1996
 HU1996.Click photographs - Photos may exist for this station.
 HU1996
 HU1996.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1996
 HU1996. The following values were computed from the NAD 83(1991) position.
 HU1996
 HU1996;                    North         East     Units Scale Factor Converg.
 HU1996;SPC DE       -   101,014.152   172,904.757   MT  1.00000404   -0 11 46.4
 HU1996;SPC DE       -   331,410.60    567,271.69   sFT  1.00000404   -0 11 46.4
 HU1996;SPC MD       -   138,736.328   510,228.447   MT  0.99995002   +0 47 51.7
 HU1996;SPC MD       -   455,170.77  1,673,974.50   sFT  0.99995002   +0 47 51.7
 HU1996;UTM  18      - 4,306,995.496   436,789.353   MT  0.99964920   -0 27 28.5
 HU1996
 HU1996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1996!SPC DE       -   1.00000256  x   1.00000404  =   1.00000660
 HU1996!SPC MD       -   1.00000256  x   0.99995002  =   0.99995258
 HU1996!UTM  18      -   1.00000256  x   0.99964920  =   0.99965175
 HU1996
 HU1996:                Primary Azimuth Mark                     Grid Az
 HU1996:SPC DE       -  KORNER AZIMUTH MARK                      079 11 08.9
 HU1996:SPC MD       -  KORNER AZIMUTH MARK                      078 11 30.8
 HU1996:UTM  18      -  KORNER AZIMUTH MARK                      079 26 51.0
 HU1996
 HU1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3678906995(NAD 83)
 HU1996
 HU1996|---------------------------------------------------------------------|
 HU1996| PID    Reference Object                     Distance      Geod. Az  |
 HU1996|                                                           dddmmss.s |
 HU1996| HU2003 PIERSON AZIMUTH MARK                APPROX. 0.7 KM 0445627.7 |
 HU1996| HU2000 KORNER AZIMUTH MARK                 APPROX. 0.7 KM 0785922.5 |
 HU1996| DC7466 KORNER RM 2                           7.524 METERS 08657     |
 HU1996| HU1997 BOUNDARY MONUMENT 31 DEL MD           8.381 METERS 31659     |
 HU1996| DC7465 KORNER RM 1                           6.915 METERS 35119     |
 HU1996|---------------------------------------------------------------------|
 HU1996
 HU1996                          SUPERSEDED SURVEY CONTROL
 HU1996
 HU1996  NAD 83(1986)-  38 54 34.48845(N)    075 43 44.60662(W) AD(       ) 2
 HU1996  NAD 27      -  38 54 34.07990(N)    075 43 45.86220(W) AD(       ) 2
 HU1996  NGVD 29 (07/19/86)   18.9    (m)           62.     (f) VERT ANG       
 HU1996
 HU1996.Superseded values are not recommended for survey control.
 HU1996
 HU1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1996.See file dsdata.pdf to determine how the superseded data were derived.
 HU1996
 HU1996_MARKER: DS = TRIANGULATION STATION DISK
 HU1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1996_STAMPING: KORNER 1961
 HU1996_MARK LOGO: CGS
 HU1996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1996+STABILITY: SURFACE MOTION
 HU1996
 HU1996  HISTORY     - Date     Condition        Report By
 HU1996  HISTORY     - 1961     MONUMENTED       CGS
 HU1996
 HU1996                          STATION DESCRIPTION
 HU1996
 HU1996'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 HU1996'STATION IS LOCATED ABOUT 1.0 MILE NORTH OF BURRSVILLE,
 HU1996'LOCATED ON THE MARYLAND DELAWARE STATE LINE, ABOUT 5.5 MILES
 HU1996'EAST-NORTHEAST OF DENTON MARYLAND.  ON THE PROPERTY OWNED BY
 HU1996'MR. SMITH AND FARMED BY MR. JAMES LARIMORE, PERMISSION WAS
 HU1996'GRANTED BY MR. LARIMORE.
 HU1996'
 HU1996'TO REACH THE STATION FROM THE GENERAL STORE IN BURRSVILLE,
 HU1996'GO NORTH FOR 0.05 MILE TO A FORK, KEEP THE RIGHT FORK AND
 HU1996'CONTINUE NORTHERLY FOR 0.25 MILE TO A SIDE ROAD RIGHT, TURN
 HU1996'RIGHT, GO NORTHEASTERLY ON THE MACADAM ROAD FOR 0.7 MILE TO
 HU1996'A SIDE ROAD RIGHT, CONTINUE NORTH FOR 0.15 MILE TO A FIELD
 HU1996'ROAD ON THE LEFT, TURN LEFT, WEST ON THE FIELD ROAD FOR 0.2
 HU1996'MILE TO A FENCE CORNER AT THE END OF A FIELD, HERE TURN RIGHT
 HU1996'AND GO NORTH FOR 0.1 MILE TO CORNER BETWEEN TWO FIELDS, TURN
 HU1996'LEFT, GO WEST ACROSS THE FIELD FOR 0.2 MILE TO THE END OF THE
 HU1996'FIELD AND A NORTH-SOUTH FENCE LINE, TURN LEFT, GO SOUTH FOR
 HU1996'0.1 MILE TO THE SOUTHEAST CORNER OF THE LARGE AREA OF WOODS
 HU1996'AND STATION.
 HU1996'
 HU1996'STATION MARK, A STANDARD DISK STAMPED KORNER 1961, SET IN
 HU1996'THE TOP OF A 10 X 10 INCH SQUARE CONCRETE MONUMENT, IT IS 4
 HU1996'INCHES BELOW THE GROUND SURFACE.  IT IS 47.5 FEET NORTHEAST OF
 HU1996'A 34 INCH OAK TREE.  16.0 FEET SOUTH-SOUTHEAST OF A 10 INCH PINE
 HU1996'TREE.  17.5 FEET EAST OF A NORTH-SOUTH FENCE LINE.  12.0 FEET
 HU1996'NORTH OF A EAST-WEST FENCE LINE.
 HU1996'
 HU1996'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KORNER NO. 1
 HU1996'1961, SET IN THE TOP OF A 10 X 10 INCH SQUARE CONCRETE MONUMENT,
 HU1996'IT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 32.9 FEET
 HU1996'NORTH-NORTHEAST OF A 34 INCH OAK TREE.  25.4 FEET SOUTHEAST
 HU1996'OF A 10 INCH PINE TREE.  14.6 FEET EAST OF A NORTH-SOUTH FENCE
 HU1996'LINE.
 HU1996'
 HU1996'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KORNER NO. 2
 HU1996'1961, SET IN THE TOP OF A 10 X 10 INCH SQUARE CONCRETE MONUMENT,
 HU1996'IT IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 12.0 FEET NORTH
 HU1996'OF A EAST-WEST FENCE LINE.  39.3 FEET EAST OF A 34 INCH OAK TREE.
 HU1996'
 HU1996'AZIMUTH MARK, A STANDARD DISK STAMPED KORNER 1961, SET IN THE
 HU1996'OF A 10 X 10 INCH SQUARE CONCRETE MONUMENT, IT IS 2 INCHES
 HU1996'BELOW THE GROUND SURFACE.  IT IS 2.5 FEET SOUTH OF A POWERLINE
 HU1996'POLE NUMBER K25-40-57-19-L10.  1.9 FEET NORTH OF A STANDARD
 HU1996'METAL WITNESS POST.  18.5 FEET WEST OF CENTER OF ROAD.
 HU1996'
 HU1996'BOUNDARY MONUMENT NO. 31, A 12 INCH SQUARE MONUMENT, WITH THE
 HU1996'LETTER D ON THE EAST SIDE AND THE LETTER P ON THE WEST SIDE,
 HU1996'PROJECTING ABOUT 30 INCHES FROM THE GROUND SURFACE.  IT IS
 HU1996'30.5 FEET NORTH OF A 34 INCH OAK TREE.  23.5 FEET SOUTH OF
 HU1996'A 10 INCH PINE TREE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2000 ***********************************************************************
 HU2000  HT_MOD      -  This is a Height Modernization Survey Station.
 HU2000  DESIGNATION -  KORNER AZIMUTH MARK
 HU2000  PID         -  HU2000
 HU2000  STATE/COUNTY-  DE/KENT
 HU2000  COUNTRY     -  US
 HU2000  USGS QUAD   -  BURRSVILLE (2016)
 HU2000
 HU2000                         *CURRENT SURVEY CONTROL
 HU2000  ______________________________________________________________________
 HU2000* NAD 83(2011) POSITION- 38 54 38.83816(N) 075 43 16.02327(W)   ADJUSTED
 HU2000* NAD 83(2011) ELLIP HT-   -14.828 (meters)        (12/20/17)   ADJUSTED
 HU2000* NAD 83(2011) EPOCH   -  2010.00
 HU2000* NAVD 88 ORTHO HEIGHT -    20.14  (meters)       66.1   (feet) GPS OBS
 HU2000  ______________________________________________________________________
 HU2000  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 HU2000  GEOID HEIGHT    -        -34.963 (meters)                     GEOID12B
 HU2000  GEOID HEIGHT    -        -34.956 (meters)                     GEOID18
 HU2000  NAD 83(2011) X  -  1,225,697.121 (meters)                     COMP
 HU2000  NAD 83(2011) Y  - -4,816,016.912 (meters)                     COMP
 HU2000  NAD 83(2011) Z  -  3,984,606.165 (meters)                     COMP
 HU2000  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 HU2000
 HU2000  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2000  Standards:
 HU2000         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2000            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2000  -------------------------------------------------------------------
 HU2000  NETWORK    0.92   1.10           0.38   0.37   0.56     -0.02492279
 HU2000  -------------------------------------------------------------------
 HU2000  Click here for local accuracies and other accuracy information.
 HU2000
 HU2000.The horizontal coordinates were established by GPS observations
 HU2000.and adjusted by the MASER CONSULTING in December 2017.
 HU2000
 HU2000.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2000.been affixed to the stable North American tectonic plate. See 
 HU2000.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2000
 HU2000.The horizontal coordinates are valid at the epoch date displayed above
 HU2000.which is a decimal equivalence of Year/Month/Day.
 HU2000
 HU2000.The orthometric height was determined by GPS observations and a
 HU2000.high-resolution geoid model using precise GPS observation and
 HU2000.processing techniques.
 HU2000
 HU2000.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2000.GEOID18 height accuracy estimate available here.
 HU2000
 HU2000.Click photographs - Photos may exist for this station.
 HU2000
 HU2000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2000
 HU2000.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2000
 HU2000.The ellipsoidal height was determined by GPS observations
 HU2000.and is referenced to NAD 83.
 HU2000
 HU2000. The following values were computed from the NAD 83(2011) position.
 HU2000
 HU2000;                    North         East     Units Scale Factor Converg.
 HU2000;SPC DE       -   101,145.732   173,593.532   MT  1.00000358   -0 11 28.4
 HU2000;SPC DE       -   331,842.29    569,531.45   sFT  1.00000358   -0 11 28.4
 HU2000;SPC MD       -   138,879.828   510,914.799   MT  0.99995003   +0 48 09.6
 HU2000;SPC MD       -   455,641.57  1,676,226.30   sFT  0.99995003   +0 48 09.6
 HU2000;UTM  18      - 4,307,123.883   437,478.476   MT  0.99964813   -0 27 10.6
 HU2000
 HU2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2000!SPC DE       -   1.00000233  x   1.00000358  =   1.00000591
 HU2000!SPC MD       -   1.00000233  x   0.99995003  =   0.99995236
 HU2000!UTM  18      -   1.00000233  x   0.99964813  =   0.99965046
 HU2000
 HU2000:                Primary Azimuth Mark                     Grid Az
 HU2000:SPC DE       -  KORNER                                   259 11 08.8
 HU2000:SPC MD       -  KORNER                                   258 11 30.8
 HU2000:UTM  18      -  KORNER                                   259 26 51.0
 HU2000
 HU2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3747807123(NAD 83)
 HU2000
 HU2000|---------------------------------------------------------------------|
 HU2000| PID    Reference Object                     Distance      Geod. Az  |
 HU2000|                                                           dddmmss.s |
 HU2000| HU2004 BURRS RM 4                          APPROX. 1.9 KM 1990002.9 |
 HU2000| HU1996 KORNER                              APPROX. 0.7 KM 2585940.4 |
 HU2000| HU2003 PIERSON AZIMUTH MARK                412.848 METERS 3325812.4 |
 HU2000|---------------------------------------------------------------------|
 HU2000
 HU2000                          SUPERSEDED SURVEY CONTROL
 HU2000
 HU2000  NAD 83(1991)-  38 54 38.83762(N)    075 43 16.02485(W) AD(       ) 2
 HU2000  NAD 83(1986)-  38 54 38.83022(N)    075 43 16.03913(W) AD(       ) 2
 HU2000  NAD 27      -  38 54 38.42090(N)    075 43 17.29530(W) AD(       ) 2
 HU2000  NGVD 29 (07/19/86)   20.6    (m)           68.     (f) VERT ANG       
 HU2000
 HU2000.Superseded values are not recommended for survey control.
 HU2000
 HU2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2000.See file dsdata.pdf to determine how the superseded data were derived.
 HU2000
 HU2000_MARKER: DZ = AZIMUTH MARK DISK
 HU2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2000_STAMPING: KORNER 1961
 HU2000_MARK LOGO: CGS
 HU2000_PROJECTION: FLUSH
 HU2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2000+STABILITY: SURFACE MOTION
 HU2000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2000+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 HU2000
 HU2000  HISTORY     - Date     Condition        Report By
 HU2000  HISTORY     - 1961     MONUMENTED       CGS
 HU2000  HISTORY     - 20070817 GOOD             GEOCAC
 HU2000  HISTORY     - 20111011 GOOD             DELCOS
 HU2000  HISTORY     - 20120321 GOOD             DELCOS
 HU2000
 HU2000                          STATION DESCRIPTION
 HU2000
 HU2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 HU2000'(NO MARKS WERE CUT IN AT THIS STATION).
 HU2000'
 HU2000'STATION IS LOCATED ABOUT 1.0 MILE NORTH OF BURRSVILLE,
 HU2000'LOCATED ON THE MARYLAND DELAWARE STATE LINE, ABOUT 5.5 MILE
 HU2000'EAST-NORTHEAST OF DENTON MARYLAND.  ON THE PROPERTY OWNED BY
 HU2000'MR. SMITH.
 HU2000'
 HU2000'TO REACH THE STATION FROM THE GENERAL STORE IN BURRSVILLE,
 HU2000'GO NORTH FOR 0.05 MILE TO A FORK, KEEP THE RIGHT FORK AND
 HU2000'CONTINUE NORTHERLY FOR 0.25 MILE TO A SIDE ROAD RIGHT TURN
 HU2000'RIGHT, GO NORTHEASTERLY ON THE MACADAM ROAD FOR 0.7 MILE TO
 HU2000'A SIDE ROAD RIGHT, CONTINUE NORTH FOR 0.25 TO STATION ON THE
 HU2000'LEFT.
 HU2000'
 HU2000'AZIMUTH MARK, A STANDARD DISK STAMPED KORNER 1961, SET IN THE
 HU2000'TOP OF A 10 X 10 INCH SQUARE CONCRETE MONUMENT, IT IS 2 INCHES
 HU2000'BELOW THE GROUND SURFACE.  IT IS 2.5 FEET SOUTH OF A
 HU2000'POWERLINE-POLE NUMBER K25-40-57-19-L10.  1.9 FEET NORTH OF A
 HU2000'STANDARD METAL WITNESS POST.  18.5 FEET WEST OF CENTER OF ROAD.
 HU2000
 HU2000                          STATION RECOVERY (2007)
 HU2000
 HU2000'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 HU2000'THE STATION IS 18.5 FEET WEST OF THE CENTERLINE OF INGRAM BRANCH ROAD.
 HU2000'
 HU2000
 HU2000                          STATION RECOVERY (2011)
 HU2000
 HU2000'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011 (ARD)
 HU2000'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
 HU2000
 HU2000                          STATION RECOVERY (2012)
 HU2000
 HU2000'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU2000'PREVIOUSLY DESCRIBED POWERLINE POLE IS NUMBERED DEC 57595.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1319 ***********************************************************************
 JU1319  DESIGNATION -  L 11
 JU1319  PID         -  JU1319
 JU1319  STATE/COUNTY-  DE/KENT
 JU1319  COUNTRY     -  US
 JU1319  USGS QUAD   -  MARYDEL (2016)
 JU1319
 JU1319                         *CURRENT SURVEY CONTROL
 JU1319  ______________________________________________________________________
 JU1319* NAD 83(1986) POSITION- 39 01 14.02   (N) 075 41 16.52   (W)   HD_HELD1
 JU1319* NAVD 88 ORTHO HEIGHT -    17.675 (meters)       57.99  (feet) ADJUSTED
 JU1319  ______________________________________________________________________
 JU1319  GEOID HEIGHT    -        -34.652 (meters)                     GEOID18
 JU1319  DYNAMIC HEIGHT  -         17.665 (meters)       57.96  (feet) COMP
 JU1319  MODELED GRAVITY -    980,060.0   (mgal)                       NAVD 88
 JU1319
 JU1319  VERT ORDER      -  SECOND    CLASS I
 JU1319
 JU1319.The horizontal coordinates were determined by differentially corrected
 JU1319.hand held GPS observations or other comparable positioning techniques
 JU1319.and have an estimated accuracy of +/- 3 meters.
 JU1319
 JU1319.The orthometric height was determined by differential leveling and
 JU1319.adjusted by the NATIONAL GEODETIC SURVEY
 JU1319.in June 1991.
 JU1319
 JU1319.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1319.GEOID18 height accuracy estimate available here.
 JU1319
 JU1319.Click photographs - Photos may exist for this station.
 JU1319
 JU1319.The dynamic height is computed by dividing the NAVD 88
 JU1319.geopotential number by the normal gravity value computed on the
 JU1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1319.degrees latitude (g = 980.6199 gals.).
 JU1319
 JU1319.The modeled gravity was interpolated from observed gravity values.
 JU1319
 JU1319;                    North         East    Units  Estimated Accuracy
 JU1319;SPC DE       -   113,323.0     176,509.0     MT  (+/- 3 meters HH1 GPS) 
 JU1319
 JU1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4044819283(NAD 83)
 JU1319
 JU1319                          SUPERSEDED SURVEY CONTROL
 JU1319
 JU1319  NGVD 29 (11/26/84)   17.914  (m)           58.77   (f) ADJUSTED    2 0
 JU1319
 JU1319.Superseded values are not recommended for survey control.
 JU1319
 JU1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1319.See file dsdata.pdf to determine how the superseded data were derived.
 JU1319
 JU1319_MARKER: DB = BENCH MARK DISK
 JU1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1319_STAMPING: L 11 1942
 JU1319_MARK LOGO: CGS
 JU1319_PROJECTION: FLUSH
 JU1319_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1319+STABILITY: SURFACE MOTION
 JU1319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1319+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2011
 JU1319
 JU1319  HISTORY     - Date     Condition        Report By
 JU1319  HISTORY     - 1942     MONUMENTED       CGS
 JU1319  HISTORY     - 1964     GOOD             CGS
 JU1319  HISTORY     - 1981     GOOD             UDE
 JU1319  HISTORY     - 20030211 GOOD             MDSHA
 JU1319  HISTORY     - 20100521 GOOD             BECMOR
 JU1319  HISTORY     - 20111115 GOOD             DELCOS
 JU1319
 JU1319                          STATION DESCRIPTION
 JU1319
 JU1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JU1319'0.8 MI W FROM HOLLANDSVILLE.
 JU1319'0.8 MILE WEST ALONG A GRAVEL ROAD FROM THE INTERSECTION OF A
 JU1319'PAVED ROAD AT HOLLANDSVILLE, KENT COUNTY, THENCE 2.3 MILES NORTH
 JU1319'ALONG A DIRT ROAD, 0.2 MILE SOUTHEAST ALONG THE DIRT ROAD FROM
 JU1319'THE INTERSECTION OF A PAVED ROAD, 19.8 FEET NORTHEAST OF THE
 JU1319'CENTERLINE OF THE ROAD, 9.5 FEET SOUTHEAST OF A FENCE LEADING
 JU1319'NORTHEAST FROM THE ROAD, AND 2 FEET SOUTHWEST OF A WHITE WOODEN
 JU1319'WITNESS POST.  A STANDARD DISK, STAMPED L 11 1942 AND SET IN
 JU1319'THE TOP OF A CONCRETE POST.
 JU1319
 JU1319                          STATION RECOVERY (1964)
 JU1319
 JU1319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU1319'RECOVERED IN GOOD CONDITION.
 JU1319
 JU1319                          STATION RECOVERY (1981)
 JU1319
 JU1319'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1319'RECOVERED IN GOOD CONDITION.
 JU1319
 JU1319                          STATION RECOVERY (2003)
 JU1319
 JU1319'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2003 (SFK)
 JU1319'THE STATION IS LOCATED ABOUT 2.6 MI (4.18 KM) NORTHWEST OF
 JU1319'HOLLANDSVILLE, 2.0 MI (3.22 KM) NORTHEAST OF LORDS CORNER AND 2.0 MI
 JU1319'(3.22 KM) SOUTHEAST OF SANDTOWN.  TO REACH THE STATION FROM THE
 JU1319'INTERSECTION OF STATE HIGHWAY 10 AND COUNTY ROAD 56 (SANDTOWN ROAD) IN
 JU1319'THE EAST EDGE OF SANDTOWN, GO SOUTHEAST ALONG COUNTY ROAD 56 FOR 1.8
 JU1319'MI (2.9 KM) TO JOHN HURD ROAD.  TURN RIGHT AND GO SOUTHEAST ALONG JOHN
 JU1319'HURD ROAD FOR 0.2 MI (0.32 KM) TO THE STATION ON THE LEFT.  THE
 JU1319'STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE MONUMENT WHICH
 JU1319'IS FLUSH WITH THE GROUND.  IT IS 21.0 FT (6.4 M) NORTHEAST OF THE
 JU1319'CENTER LINE OF THE ROAD, 22.5 FT (6.9 M) SOUTH OF THE SOUTH CORNER OF
 JU1319'A PLASTIC POST AND RAIL FENCE, 114.0 FT (34.7 M) SOUTHEAST OF THE
 JU1319'CENTER OF THE DRIVEWAY LEADING TO TRAILOR NUMBER 3090, 5.0 FT (1.5 M)
 JU1319'EAST OF A 18 INCH (46 CM) CHERRY TREE, AND 1.0 FT (0.3 M) SOUTHWEST OF
 JU1319'A CARSONITE WITNESS POST.
 JU1319
 JU1319                          STATION RECOVERY (2010)
 JU1319
 JU1319'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1319'RECOVERED IN GOOD CONDITION.
 JU1319
 JU1319                          STATION RECOVERY (2011)
 JU1319
 JU1319'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 JU1319'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1243 ***********************************************************************
 JU1243  DESIGNATION -  L 14
 JU1243  PID         -  JU1243
 JU1243  STATE/COUNTY-  DE/KENT
 JU1243  COUNTRY     -  US
 JU1243  USGS QUAD   -  SMYRNA (2016)
 JU1243
 JU1243                         *CURRENT SURVEY CONTROL
 JU1243  ______________________________________________________________________
 JU1243* NAD 83(1986) POSITION- 39 17 10.     (N) 075 30 58.     (W)   SCALED
 JU1243* NAVD 88 ORTHO HEIGHT -     5.644 (meters)       18.52  (feet) ADJUSTED
 JU1243  ______________________________________________________________________
 JU1243  GEOID HEIGHT    -        -33.983 (meters)                     GEOID18
 JU1243  DYNAMIC HEIGHT  -          5.641 (meters)       18.51  (feet) COMP
 JU1243  MODELED GRAVITY -    980,107.6   (mgal)                       NAVD 88
 JU1243
 JU1243  VERT ORDER      -  THIRD
 JU1243
 JU1243.The horizontal coordinates were scaled from a map and have
 JU1243.an estimated accuracy of +/- 6 seconds.
 JU1243
 JU1243.The orthometric height was determined by differential leveling and
 JU1243.adjusted by the NATIONAL GEODETIC SURVEY
 JU1243.in June 1991.
 JU1243
 JU1243.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1243.GEOID18 height accuracy estimate available here.
 JU1243
 JU1243.Click photographs - Photos may exist for this station.
 JU1243
 JU1243.The dynamic height is computed by dividing the NAVD 88
 JU1243.geopotential number by the normal gravity value computed on the
 JU1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1243.degrees latitude (g = 980.6199 gals.).
 JU1243
 JU1243.The modeled gravity was interpolated from observed gravity values.
 JU1243
 JU1243;                    North         East    Units  Estimated Accuracy
 JU1243;SPC DE       -   142,770.      191,420.      MT  (+/- 180 meters Scaled)
 JU1243
 JU1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ554486(NAD 83)
 JU1243
 JU1243                          SUPERSEDED SURVEY CONTROL
 JU1243
 JU1243  NGVD 29 (11/26/84)    5.847  (m)           19.18   (f) ADJUSTED    3 0
 JU1243
 JU1243.Superseded values are not recommended for survey control.
 JU1243
 JU1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1243.See file dsdata.pdf to determine how the superseded data were derived.
 JU1243
 JU1243_MARKER: DB = BENCH MARK DISK
 JU1243_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU1243_STAMPING: L 14 1946
 JU1243_MARK LOGO: CGS
 JU1243_PROJECTION: PROJECTING 5 CENTIMETERS
 JU1243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1243
 JU1243  HISTORY     - Date     Condition        Report By
 JU1243  HISTORY     - 1946     MONUMENTED       CGS
 JU1243  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1243  HISTORY     - 20120322 MARK NOT FOUND   DELCOS
 JU1243
 JU1243                          STATION DESCRIPTION
 JU1243
 JU1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JU1243'9.9 MI N FROM LITTLE CREEK.
 JU1243'9.9 MILES NORTH ALONG STATE HIGHWAY 9 AND A ROAD FROM THE JUNCTION
 JU1243'OF THE ROAD LEADING EAST (TO PORT MAHON LIGHTHOUSE) AT LITTLE
 JU1243'CREEK, KENT COUNTY, 1.2 MILES NORTH OF WHITEHALL CROSSROADS, AT
 JU1243'DUTCH NECK CROSSROADS, 30 FEET WEST OF THE CENTERLINE OF THE
 JU1243'NORTH AND SOUTH ROAD, 27 FEET SOUTH OF THE CENTERLINE OF THE
 JU1243'EAST-AND-WEST ROAD, 1.5 FEET EAST OF A NORTH-AND-SOUTH FENCE,
 JU1243'AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 JU1243'STAMPED L 14 1946 AND SET IN THE TOP OF A CONCRETE-FILLED
 JU1243'GALVANIZED-IRON PIPE PROJECTING 2 INCHES ABOVE GROUND.
 JU1243
 JU1243                          STATION RECOVERY (1981)
 JU1243
 JU1243'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1243'MARK NOT FOUND.
 JU1243
 JU1243                          STATION RECOVERY (2012)
 JU1243
 JU1243'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1243'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1120 ***********************************************************************
 JU1120  DESIGNATION -  L 2
 JU1120  PID         -  JU1120
 JU1120  STATE/COUNTY-  DE/KENT
 JU1120  COUNTRY     -  US
 JU1120  USGS QUAD   -  WYOMING (2016)
 JU1120
 JU1120                         *CURRENT SURVEY CONTROL
 JU1120  ______________________________________________________________________
 JU1120* NAD 83(1986) POSITION- 39 04 17.     (N) 075 34 09.     (W)   SCALED
 JU1120* NAVD 88 ORTHO HEIGHT -    19.828 (meters)       65.05  (feet) ADJUSTED
 JU1120  ______________________________________________________________________
 JU1120  GEOID HEIGHT    -        -34.648 (meters)                     GEOID18
 JU1120  DYNAMIC HEIGHT  -         19.817 (meters)       65.02  (feet) COMP
 JU1120  MODELED GRAVITY -    980,067.7   (mgal)                       NAVD 88
 JU1120
 JU1120  VERT ORDER      -  FIRST     CLASS II
 JU1120
 JU1120.The horizontal coordinates were scaled from a map and have
 JU1120.an estimated accuracy of +/- 6 seconds.
 JU1120
 JU1120.The orthometric height was determined by differential leveling and
 JU1120.adjusted by the NATIONAL GEODETIC SURVEY
 JU1120.in June 1991.
 JU1120
 JU1120.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1120.GEOID18 height accuracy estimate available here.
 JU1120
 JU1120.Click photographs - Photos may exist for this station.
 JU1120
 JU1120.The dynamic height is computed by dividing the NAVD 88
 JU1120.geopotential number by the normal gravity value computed on the
 JU1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1120.degrees latitude (g = 980.6199 gals.).
 JU1120
 JU1120.The modeled gravity was interpolated from observed gravity values.
 JU1120
 JU1120;                    North         East    Units  Estimated Accuracy
 JU1120;SPC DE       -   118,940.      186,800.      MT  (+/- 180 meters Scaled)
 JU1120
 JU1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ507248(NAD 83)
 JU1120
 JU1120                          SUPERSEDED SURVEY CONTROL
 JU1120
 JU1120  NGVD 29 (11/26/84)   20.082  (m)           65.89   (f) ADJUSTED    1 2
 JU1120
 JU1120.Superseded values are not recommended for survey control.
 JU1120
 JU1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1120.See file dsdata.pdf to determine how the superseded data were derived.
 JU1120
 JU1120_MARKER: DB = BENCH MARK DISK
 JU1120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1120_SP_SET: BUILDING
 JU1120_STAMPING: L 2 1931
 JU1120_MARK LOGO: CGS
 JU1120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1120
 JU1120  HISTORY     - Date     Condition        Report By
 JU1120  HISTORY     - 1931     MONUMENTED       CGS
 JU1120  HISTORY     - 1931     GOOD             CGS
 JU1120  HISTORY     - 1999     MARK NOT FOUND   USPSQD
 JU1120  HISTORY     - 20120322 MARK NOT FOUND   DELCOS
 JU1120
 JU1120                          STATION DESCRIPTION
 JU1120
 JU1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 JU1120'IN WOODSIDE.
 JU1120'IN THE WALL OF THE PENNSYLVANIA RAILROAD STATION, 3.0 FEET SOUTH
 JU1120'OF THE EAST DOOR OF THE WAITING ROOM, ABOUT 4 FEET ABOVE THE GROUND.
 JU1120
 JU1120                          STATION RECOVERY (1999)
 JU1120
 JU1120'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU1120'MARK NOT FOUND.
 JU1120
 JU1120                          STATION RECOVERY (2012)
 JU1120
 JU1120'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1120'BUILDING NO LONGER EXISTS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1121 ***********************************************************************
 JU1121  DESIGNATION -  L 2 RESET
 JU1121  PID         -  JU1121
 JU1121  STATE/COUNTY-  DE/KENT
 JU1121  COUNTRY     -  US
 JU1121  USGS QUAD   -  WYOMING (2016)
 JU1121
 JU1121                         *CURRENT SURVEY CONTROL
 JU1121  ______________________________________________________________________
 JU1121* NAD 83(1986) POSITION- 39 04 17.     (N) 075 34 09.     (W)   SCALED
 JU1121* NAVD 88 ORTHO HEIGHT -    18.233 (meters)       59.82  (feet) ADJUSTED
 JU1121  ______________________________________________________________________
 JU1121  GEOID HEIGHT    -        -34.648 (meters)                     GEOID18
 JU1121  DYNAMIC HEIGHT  -         18.223 (meters)       59.79  (feet) COMP
 JU1121  MODELED GRAVITY -    980,067.7   (mgal)                       NAVD 88
 JU1121
 JU1121  VERT ORDER      -  FIRST     CLASS I
 JU1121
 JU1121.The horizontal coordinates were scaled from a map and have
 JU1121.an estimated accuracy of +/- 6 seconds.
 JU1121
 JU1121.The orthometric height was determined by differential leveling and
 JU1121.adjusted by the NATIONAL GEODETIC SURVEY
 JU1121.in June 1991.
 JU1121
 JU1121.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1121.GEOID18 height accuracy estimate available here.
 JU1121
 JU1121.Click photographs - Photos may exist for this station.
 JU1121
 JU1121.The dynamic height is computed by dividing the NAVD 88
 JU1121.geopotential number by the normal gravity value computed on the
 JU1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1121.degrees latitude (g = 980.6199 gals.).
 JU1121
 JU1121.The modeled gravity was interpolated from observed gravity values.
 JU1121
 JU1121;                    North         East    Units  Estimated Accuracy
 JU1121;SPC DE       -   118,940.      186,800.      MT  (+/- 180 meters Scaled)
 JU1121
 JU1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ507248(NAD 83)
 JU1121
 JU1121                          SUPERSEDED SURVEY CONTROL
 JU1121
 JU1121  NGVD 29 (11/26/84)   18.472  (m)           60.60   (f) ADJUSTED    1 1
 JU1121
 JU1121.Superseded values are not recommended for survey control.
 JU1121
 JU1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1121.See file dsdata.pdf to determine how the superseded data were derived.
 JU1121
 JU1121_MARKER: DB = BENCH MARK DISK
 JU1121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1121_SP_SET: FOUNDATION
 JU1121_STAMPING: L 2 RESET 1939
 JU1121_MARK LOGO: CGS
 JU1121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1121
 JU1121  HISTORY     - Date     Condition        Report By
 JU1121  HISTORY     - 1939     MONUMENTED       PRR
 JU1121  HISTORY     - 20120322 MARK NOT FOUND   DELCOS
 JU1121
 JU1121                          STATION DESCRIPTION
 JU1121
 JU1121'DESCRIBED BY PENNSYLVANIA RAILROAD 1939
 JU1121'AT WOODSIDE.
 JU1121'AT WOODSIDE, KENT COUNTY, ON THE PENNSYLVANIA RAILROAD, 262 FEET
 JU1121'NORTH OF THE CENTER OF THE STATION, AT THE CROSSING OF THE ROAD
 JU1121'LEADING TO WILLOW GROVE, 12.2 FEET WEST OF THE WEST RAIL OF THE
 JU1121'SOUTH-BOUND MAIN TRACK, 6 FEET SOUTH OF THE SOUTH EDGE OF THE
 JU1121'PAVEMENT, AT A FLASHING CROSSING SIGNAL, AND IN THE TOP OF THE
 JU1121'FOUNDATION.  A STANDARD DISK, STAMPED L 2 RESET 1939.
 JU1121
 JU1121                          STATION RECOVERY (2012)
 JU1121
 JU1121'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1121'FOUNDATION NO LONGER EXISTS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1122 ***********************************************************************
 JU1122  DESIGNATION -  L 2 RESET
 JU1122  PID         -  JU1122
 JU1122  STATE/COUNTY-  DE/KENT
 JU1122  COUNTRY     -  US
 JU1122  USGS QUAD   -  WYOMING (2016)
 JU1122
 JU1122                         *CURRENT SURVEY CONTROL
 JU1122  ______________________________________________________________________
 JU1122* NAD 83(1986) POSITION- 39 04 17.82   (N) 075 34 07.16   (W)   HD_HELD1
 JU1122* NAVD 88 ORTHO HEIGHT -    18.02  (meters)       59.1   (feet) RESET
 JU1122  ______________________________________________________________________
 JU1122  GEOID HEIGHT    -        -34.648 (meters)                     GEOID18
 JU1122  VERT ORDER      -  THIRD
 JU1122
 JU1122.The horizontal coordinates were determined by differentially corrected
 JU1122.hand held GPS observations or other comparable positioning techniques
 JU1122.and have an estimated accuracy of +/- 3 meters.
 JU1122
 JU1122.The orthometric height was computed from unverified reset data.
 JU1122
 JU1122.No vertical observational check was made to the station.
 JU1122
 JU1122.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1122.GEOID18 height accuracy estimate available here.
 JU1122
 JU1122.Click photographs - Photos may exist for this station.
 JU1122
 JU1122;                    North         East    Units  Estimated Accuracy
 JU1122;SPC DE       -   118,967.0     186,847.1     MT  (+/- 3 meters HH1 GPS) 
 JU1122
 JU1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5080824877(NAD 83)
 JU1122
 JU1122                          SUPERSEDED SURVEY CONTROL
 JU1122
 JU1122  NGVD 29 (??/??/??)   18.26   (m)           59.9    (f) RESET       3  
 JU1122
 JU1122.Superseded values are not recommended for survey control.
 JU1122
 JU1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1122.See file dsdata.pdf to determine how the superseded data were derived.
 JU1122
 JU1122_MARKER: DB = BENCH MARK DISK
 JU1122_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU1122_SP_SET: CULVERT
 JU1122_STAMPING: L 2 RESET 1970
 JU1122_MARK LOGO: CGS
 JU1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1122+STABILITY: SURFACE MOTION
 JU1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1122+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2012
 JU1122
 JU1122  HISTORY     - Date     Condition        Report By
 JU1122  HISTORY     - 1970     MONUMENTED       NGS
 JU1122  HISTORY     - 20100528 GOOD             BECMOR
 JU1122  HISTORY     - 20120320 GOOD             DELCOS
 JU1122
 JU1122                          STATION DESCRIPTION
 JU1122
 JU1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JU1122'AT WOODSIDE.
 JU1122'AT WOODSIDE, 58 FEET SOUTHWEST OF THE INTERSECTION OF STATE
 JU1122'HIGHWAYS 54 AND 240, 40 FEET EAST AND ACROSS TRACK FROM SIGNAL,
 JU1122'32 FEET SOUTHEAST OF INTERSECTION OF RAILROAD CROSSING, 22 FEET
 JU1122'EAST OF EAST RAIL OF TRACKS AND ON THE RAILROAD RIGHT OF WAY.
 JU1122'MARK IS A STANDARD DISK CEMENTED FLUSH IN A DRILL HOLE IN A
 JU1122'CONCRETE CULVERT WHICH IS FLUSH WITH THE GROUND.
 JU1122
 JU1122                          STATION RECOVERY (2010)
 JU1122
 JU1122'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1122'RECOVERED IN GOOD CONDITION.
 JU1122
 JU1122                          STATION RECOVERY (2012)
 JU1122
 JU1122'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1122'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1454 ***********************************************************************
 JU1454  DESIGNATION -  L 21
 JU1454  PID         -  JU1454
 JU1454  STATE/COUNTY-  DE/NEW CASTLE
 JU1454  COUNTRY     -  US
 JU1454  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU1454
 JU1454                         *CURRENT SURVEY CONTROL
 JU1454  ______________________________________________________________________
 JU1454* NAD 83(1986) POSITION- 39 45 40.2    (N) 075 30 43.4    (W)   HD_HELD2
 JU1454* NAVD 88 ORTHO HEIGHT -    29.769 (meters)       97.67  (feet) ADJUSTED
 JU1454  ______________________________________________________________________
 JU1454  GEOID HEIGHT    -        -32.928 (meters)                     GEOID18
 JU1454  DYNAMIC HEIGHT  -         29.755 (meters)       97.62  (feet) COMP
 JU1454  MODELED GRAVITY -    980,174.5   (mgal)                       NAVD 88
 JU1454
 JU1454  VERT ORDER      -  SECOND    CLASS 0
 JU1454
 JU1454.The horizontal coordinates were established by autonomous hand held GPS
 JU1454.observations and have an estimated accuracy of +/- 10 meters.
 JU1454
 JU1454.The orthometric height was determined by differential leveling and
 JU1454.adjusted by the NATIONAL GEODETIC SURVEY
 JU1454.in June 1991.
 JU1454
 JU1454.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1454.GEOID18 height accuracy estimate available here.
 JU1454
 JU1454.Click photographs - Photos may exist for this station.
 JU1454
 JU1454.The dynamic height is computed by dividing the NAVD 88
 JU1454.geopotential number by the normal gravity value computed on the
 JU1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1454.degrees latitude (g = 980.6199 gals.).
 JU1454
 JU1454.The modeled gravity was interpolated from observed gravity values.
 JU1454
 JU1454;                    North         East    Units  Estimated Accuracy
 JU1454;SPC DE       -   195,516.      191,826.      MT  (+/- 10 meters HH2 GPS)
 JU1454
 JU1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5613901374(NAD 83)
 JU1454
 JU1454                          SUPERSEDED SURVEY CONTROL
 JU1454
 JU1454  NGVD 29 (11/26/84)   30.112  (m)           98.79   (f) ADJUSTED    2 0
 JU1454
 JU1454.Superseded values are not recommended for survey control.
 JU1454
 JU1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1454.See file dsdata.pdf to determine how the superseded data were derived.
 JU1454
 JU1454_MARKER: DB = BENCH MARK DISK
 JU1454_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU1454_SP_SET: CULVERT HEADWALL
 JU1454_STAMPING: L 21 1959
 JU1454_MARK LOGO: CGS
 JU1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1454+STABILITY: SURFACE MOTION
 JU1454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1454+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1454
 JU1454  HISTORY     - Date     Condition        Report By
 JU1454  HISTORY     - 1959     MONUMENTED       CGS
 JU1454  HISTORY     - 1976     GOOD             LOCSUR
 JU1454  HISTORY     - 1981     GOOD             UDE
 JU1454  HISTORY     - 20020306 GOOD             INDIV
 JU1454  HISTORY     - 20130711 GOOD             DELCOS
 JU1454
 JU1454                          STATION DESCRIPTION
 JU1454
 JU1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1454'AT WILMINGTON.
 JU1454'AT WILMINGTON, ABOUT 0.65 MILE NORTHWEST ALONG EDGEMOOR ROAD FROM
 JU1454'ITS OVERPASS OVER GOVERNOR PRINTZ BOULEVARD AT WILMINGTON, 25
 JU1454'FEET SOUTHWEST OF SOUTHWEST CURB OF EDGEMOOR ROAD (4-LANE),
 JU1454'14 1/2 FEET EAST OF EXTENDED CENTER LINE OF BEESON AVENUE LEADING
 JU1454'NORTH IN THE TOP OF NORTHWEST END OF SOUTHWEST HEAD WALL OF
 JU1454'HEADWALL AND WING WALL ASSEMBLY FOR A 36-INCH PIPE CULVERT UNDER
 JU1454'EDGEMOOR ROAD AND ABOUT 4 1/2 FEET BELOW LEVEL OF SIDE WALK.
 JU1454
 JU1454                          STATION RECOVERY (1976)
 JU1454
 JU1454'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 JU1454'RECOVERED IN GOOD CONDITION.
 JU1454
 JU1454                          STATION RECOVERY (1981)
 JU1454
 JU1454'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1454'VERY BADLY OVERGROWN.
 JU1454
 JU1454                          STATION RECOVERY (2002)
 JU1454
 JU1454'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DSL)
 JU1454'HEAD WALL IN GOOD CONDITION.
 JU1454'NO LONGER OVER GROWN AS WAS REPORTED IN 1981.
 JU1454
 JU1454                          STATION RECOVERY (2013)
 JU1454
 JU1454'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1454'THE AREA AROUND THE BENCHMARK IS OVERGROWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1705 ***********************************************************************
 JU1705  DESIGNATION -  L 22
 JU1705  PID         -  JU1705
 JU1705  STATE/COUNTY-  DE/NEW CASTLE
 JU1705  COUNTRY     -  US
 JU1705  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1705
 JU1705                         *CURRENT SURVEY CONTROL
 JU1705  ______________________________________________________________________
 JU1705* NAD 83(1986) POSITION- 39 42 58.     (N) 075 35 33.     (W)   SCALED
 JU1705* NAVD 88 ORTHO HEIGHT -     3.612 (meters)       11.85  (feet) ADJUSTED
 JU1705  ______________________________________________________________________
 JU1705  GEOID HEIGHT    -        -32.955 (meters)                     GEOID18
 JU1705  DYNAMIC HEIGHT  -          3.611 (meters)       11.85  (feet) COMP
 JU1705  MODELED GRAVITY -    980,172.6   (mgal)                       NAVD 88
 JU1705
 JU1705  VERT ORDER      -  SECOND    CLASS 0
 JU1705
 JU1705.The horizontal coordinates were scaled from a map and have
 JU1705.an estimated accuracy of +/- 6 seconds.
 JU1705
 JU1705.The orthometric height was determined by differential leveling and
 JU1705.adjusted by the NATIONAL GEODETIC SURVEY
 JU1705.in June 1991.
 JU1705
 JU1705.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1705.GEOID18 height accuracy estimate available here.
 JU1705
 JU1705.Click photographs - Photos may exist for this station.
 JU1705
 JU1705.The dynamic height is computed by dividing the NAVD 88
 JU1705.geopotential number by the normal gravity value computed on the
 JU1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1705.degrees latitude (g = 980.6199 gals.).
 JU1705
 JU1705.The modeled gravity was interpolated from observed gravity values.
 JU1705
 JU1705;                    North         East    Units  Estimated Accuracy
 JU1705;SPC DE       -   190,520.      184,920.      MT  (+/- 180 meters Scaled)
 JU1705
 JU1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ492964(NAD 83)
 JU1705
 JU1705                          SUPERSEDED SURVEY CONTROL
 JU1705
 JU1705  NGVD 29 (11/26/84)    3.963  (m)           13.00   (f) ADJUSTED    2 0
 JU1705
 JU1705.Superseded values are not recommended for survey control.
 JU1705
 JU1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1705.See file dsdata.pdf to determine how the superseded data were derived.
 JU1705
 JU1705_MARKER: DB = BENCH MARK DISK
 JU1705_STAMPING: L 22 1959
 JU1705_MARK LOGO: CGS
 JU1705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1705
 JU1705  HISTORY     - Date     Condition        Report By
 JU1705  HISTORY     - 1959     MONUMENTED       CGS
 JU1705  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1705  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1705
 JU1705                          STATION DESCRIPTION
 JU1705
 JU1705'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1705'1 MI NE FROM NEWPORT.
 JU1705'1.0 MILE EAST-NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1705'OVERPASS OVER STATE HIGHWAY 41 AT NEWPORT, 7 FEET SOUTH-SOUTHEAST
 JU1705'OF THE SOUTH-SOUTHEAST RAIL OF THE SOUTH-SOUTHEAST TRACK OF FOUR
 JU1705'TRACKS, 173 YARDS WEST-SOUTHWEST OF CATENARY SUPPORT 29-59, 170
 JU1705'YARDS WEST-SOUTHWEST OF A LOW CONCRETE RAILROAD BUILDING (RAGAN),
 JU1705'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
 JU1705
 JU1705                          STATION RECOVERY (1981)
 JU1705
 JU1705'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1705'MARK NOT FOUND.
 JU1705
 JU1705                          STATION RECOVERY (2013)
 JU1705
 JU1705'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1705'LOCATED ON AMTRAK PROPERTY, NEAR ACTIVE RAIL LINES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0114 ***********************************************************************
 HU0114  DESIGNATION -  L 27
 HU0114  PID         -  HU0114
 HU0114  STATE/COUNTY-  DE/SUSSEX
 HU0114  COUNTRY     -  US
 HU0114  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU0114
 HU0114                         *CURRENT SURVEY CONTROL
 HU0114  ______________________________________________________________________
 HU0114* NAD 83(1986) POSITION- 38 40 05.     (N) 075 04 15.     (W)   SCALED
 HU0114* NAVD 88 ORTHO HEIGHT -     0.719 (meters)        2.36  (feet) ADJUSTED
 HU0114  ______________________________________________________________________
 HU0114  GEOID HEIGHT    -        -35.697 (meters)                     GEOID18
 HU0114  DYNAMIC HEIGHT  -          0.719 (meters)        2.36  (feet) COMP
 HU0114  MODELED GRAVITY -    980,033.9   (mgal)                       NAVD 88
 HU0114
 HU0114  VERT ORDER      -  SECOND    CLASS 0
 HU0114
 HU0114.The horizontal coordinates were scaled from a map and have
 HU0114.an estimated accuracy of +/- 6 seconds.
 HU0114
 HU0114.The orthometric height was determined by differential leveling and
 HU0114.adjusted by the NATIONAL GEODETIC SURVEY
 HU0114.in June 1991.
 HU0114
 HU0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0114.GEOID18 height accuracy estimate available here.
 HU0114
 HU0114.Click photographs - Photos may exist for this station.
 HU0114
 HU0114.The dynamic height is computed by dividing the NAVD 88
 HU0114.geopotential number by the normal gravity value computed on the
 HU0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0114.degrees latitude (g = 980.6199 gals.).
 HU0114
 HU0114.The modeled gravity was interpolated from observed gravity values.
 HU0114
 HU0114;                    North         East    Units  Estimated Accuracy
 HU0114;SPC DE       -    74,210.      230,100.      MT  (+/- 180 meters Scaled)
 HU0114
 HU0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH938799(NAD 83)
 HU0114
 HU0114                          SUPERSEDED SURVEY CONTROL
 HU0114
 HU0114  NGVD 29 (11/26/84)    0.955  (m)            3.13   (f) ADJUSTED    2 0
 HU0114
 HU0114.Superseded values are not recommended for survey control.
 HU0114
 HU0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0114.See file dsdata.pdf to determine how the superseded data were derived.
 HU0114
 HU0114_MARKER: DB = BENCH MARK DISK
 HU0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0114_STAMPING: L 27 1962
 HU0114_MARK LOGO: CGS
 HU0114_PROJECTION: PROJECTING 10 CENTIMETERS
 HU0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0114+STABILITY: SURFACE MOTION
 HU0114
 HU0114  HISTORY     - Date     Condition        Report By
 HU0114  HISTORY     - 1962     MONUMENTED       CGS
 HU0114  HISTORY     - 1966     MARK NOT FOUND   LOCENG
 HU0114  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU0114
 HU0114                          STATION DESCRIPTION
 HU0114
 HU0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0114'3.2 MI S FROM REHOBOTH BEACH.
 HU0114'3.25 MILES SOUTH ON SECOND STREET, ALTERNATE STATE HIGHWAY 14 AND
 HU0114'STATE HIGHWAY 14 FROM THE POST OFFICE IN REHOBOTH BEACH.  182 FEET
 HU0114'NORTHEAST OF POWER LINE POLE NO. 383, 178 FEET SOUTHEAST OF POWER
 HU0114'LINE POLE NO. 384, 40 FEET WEST OF THE CENTER LINE OF HIGHWAY 14,
 HU0114'2 FEET SOUTH OF A WOODEN WITNESS POST AND ABOUT LEVEL WITH THE
 HU0114'HIGHWAY.  SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HU0114
 HU0114                          STATION RECOVERY (1966)
 HU0114
 HU0114'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 HU0114'MARK NOT FOUND.
 HU0114
 HU0114                          STATION RECOVERY (2012)
 HU0114
 HU0114'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0114'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0259 ***********************************************************************
 HU0259  DESIGNATION -  L 28
 HU0259  PID         -  HU0259
 HU0259  STATE/COUNTY-  DE/SUSSEX
 HU0259  COUNTRY     -  US
 HU0259  USGS QUAD   -  SELBYVILLE (2016)
 HU0259
 HU0259                         *CURRENT SURVEY CONTROL
 HU0259  ______________________________________________________________________
 HU0259* NAD 83(1986) POSITION- 38 27 38.66   (N) 075 13 42.14   (W)   HD_HELD1
 HU0259* NAVD 88 ORTHO HEIGHT -     9.502 (meters)       31.17  (feet) ADJUSTED
 HU0259  ______________________________________________________________________
 HU0259  GEOID HEIGHT    -        -35.856 (meters)                     GEOID18
 HU0259  DYNAMIC HEIGHT  -          9.496 (meters)       31.15  (feet) COMP
 HU0259  MODELED GRAVITY -    980,018.4   (mgal)                       NAVD 88
 HU0259
 HU0259  VERT ORDER      -  SECOND    CLASS II
 HU0259
 HU0259.The horizontal coordinates were determined by differentially corrected
 HU0259.hand held GPS observations or other comparable positioning techniques
 HU0259.and have an estimated accuracy of +/- 3 meters.
 HU0259
 HU0259.The orthometric height was determined by differential leveling and
 HU0259.adjusted by the NATIONAL GEODETIC SURVEY
 HU0259.in June 1991.
 HU0259
 HU0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0259.GEOID18 height accuracy estimate available here.
 HU0259
 HU0259.Click photographs - Photos may exist for this station.
 HU0259
 HU0259.The dynamic height is computed by dividing the NAVD 88
 HU0259.geopotential number by the normal gravity value computed on the
 HU0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0259.degrees latitude (g = 980.6199 gals.).
 HU0259
 HU0259.The modeled gravity was interpolated from observed gravity values.
 HU0259
 HU0259;                    North         East    Units  Estimated Accuracy
 HU0259;SPC DE       -    51,158.9     216,434.3     MT  (+/- 3 meters HH1 GPS) 
 HU0259
 HU0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8007556961(NAD 83)
 HU0259
 HU0259                          SUPERSEDED SURVEY CONTROL
 HU0259
 HU0259  NGVD 29 (11/26/84)    9.742  (m)           31.96   (f) ADJUSTED    2 0
 HU0259
 HU0259.Superseded values are not recommended for survey control.
 HU0259
 HU0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0259.See file dsdata.pdf to determine how the superseded data were derived.
 HU0259
 HU0259_MARKER: DB = BENCH MARK DISK
 HU0259_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HU0259_SP_SET: CULVERT HEADWALL
 HU0259_STAMPING: L 28 1962
 HU0259_MARK LOGO: CGS
 HU0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0259+STABILITY: SURFACE MOTION
 HU0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0259+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2009
 HU0259
 HU0259  HISTORY     - Date     Condition        Report By
 HU0259  HISTORY     - 1962     MONUMENTED       CGS
 HU0259  HISTORY     - 1981     GOOD             UDE
 HU0259  HISTORY     - 1987     GOOD             USPSQD
 HU0259  HISTORY     - 20041001 GOOD             GEOCAC
 HU0259  HISTORY     - 20051203 GOOD             USPSQD
 HU0259  HISTORY     - 20081014 GOOD             DEDT
 HU0259  HISTORY     - 20081021 GOOD             OPUS
 HU0259  HISTORY     - 20090430 GOOD             DEDT
 HU0259
 HU0259                          STATION DESCRIPTION
 HU0259
 HU0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0259'0.2 MI N FROM SELBYVILLE.
 HU0259'0.25 MILE NORTH ON PENNSYLVANIA RAILROAD TRACK FROM THE FREIGHT
 HU0259'STATION IN SELBYVILLE.  SET IN A DRILL HOLE IN THE NORTH END OF THE
 HU0259'EAST CONCRETE HEADWALL OF A DOUBLE PIPE CULVERT UNDER BLACKTOPPED
 HU0259'ROAD WHICH IS JUST WEST OF THE RAILROAD TRACK.  34 FEET WEST OF
 HU0259'WEST RAIL OF MAIN TRACK, 16.5 FEET EAST OF THE CENTER LINE OF
 HU0259'BLACKTOPPED ROAD AND ABOUT LEVEL WITH THE HIGHWAY.
 HU0259
 HU0259                          STATION RECOVERY (1981)
 HU0259
 HU0259'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0259'RECOVERED IN GOOD CONDITION.
 HU0259
 HU0259                          STATION RECOVERY (1987)
 HU0259
 HU0259'RECOVERY NOTE BY US POWER SQUADRON 1987 (OPE)
 HU0259'RECOVERED IN GOOD CONDITION.
 HU0259
 HU0259                          STATION RECOVERY (2004)
 HU0259
 HU0259'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 HU0259'THE PREVIOUSLY DESCRIBED BLACKTOPPED ROAD IS RAILROAD AVENUE.
 HU0259
 HU0259                          STATION RECOVERY (2005)
 HU0259
 HU0259'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 HU0259'RECOVERED IN GOOD CONDITION.
 HU0259
 HU0259                          STATION RECOVERY (2008)
 HU0259
 HU0259'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 HU0259'THE MARK IS LOCATED ABOUT 9.5 MI (15.4 KM) NORTH OF BERLIN, 3.9 MI
 HU0259'(6.3 KM) SOUTH OF FRANKFORD AND 0.4 MI (0.6 KM) WEST OF SELBYVILLE.
 HU0259'
 HU0259'TO REACH FROM THE INTERSECTION OF DUPONT BLVD. (US HIGHWAY 113) AND
 HU0259'CEMETERY ROAD (STATE ROUTE 54) AT SELBYVILLE PROCEED EAST ALONG
 HU0259'CEMETERY ROAD 0.3MI (0.48KM) TO THE INTERSECTION OF CEMETERY ROAD AND
 HU0259'WEST RAILROAD AVENUE, THENCE PROCEED SOUTH ALONG WEST RAILROAD AVENUE
 HU0259'0.25MI (0.4KM)TO THE MARK ON THE LEFT.
 HU0259'
 HU0259'THE MARK IS 169.5FT (48.62M) SOUTH OF UTILITY POLE 57490/96581-12,
 HU0259'57FT (17.4M) NORTH OF UTILITY POLE 57492/96560, 34FT (10.4M) WEST OF
 HU0259'THE WESTERLY RAIL OF THE MAIN TRACKS, 16.5FT (5.03M) EAST OF THE
 HU0259'CENTERLINE OF WEST RAILROAD AVENUE, AND SET IN A DRILL HOLE IN THE
 HU0259'NORTH END OF THE EAST CONCRETE HEAD WALL OF A BOX CULVERT
 HU0259
 HU0259                          STATION RECOVERY (2008)
 HU0259
 HU0259'RECOVERY NOTE BY OPUS SHARED SOLUTIONS 2008 (OPS)
 HU0259'THE MARK IS FOUND ABOUT 6.2 MI (10.0 KM) SOUTH OF DAGSBORO, 3.9 MI
 HU0259'(6.3 KM) SOUTH OF FRANKFORD AND IN THE TOWN OF SELBYVILLE, DE.
 HU0259'
 HU0259'TO REACH FROM THE INTERSECTION OF DUPONT BLVD. (US HWY 113) AND
 HU0259'CEMETERY RD (STATE ROUTE 54) AT SELBYVILLE PROCEED EAST ALONG CEMETERY
 HU0259'RD 0.3MI TO THE INTERSECTION OF CEMETERY RD AND W. RAILROAD AVE,
 HU0259'THENCE PROCEED SOUTH ALONG W. RAILROAD AVE 0.25MI TO THE MARK ON THE
 HU0259'LEFT. THE MARK IS 169.5FT SOUTH OF UTILITY POLE 57490/96581-12, 57FT
 HU0259'NORTH OF UTILITY POLE 57492/96560, 34FT WEST OF THE WESTERLY RAIL OF
 HU0259'THE MAIN TRACKS, 16.5FT EAST OF THE CENTERLINE OF W. RAILROAD AVE. SET
 HU0259'IN CULVERT HEADWALL.
 HU0259
 HU0259                          STATION RECOVERY (2009)
 HU0259
 HU0259'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009 (BRC)
 HU0259'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1828 ***********************************************************************
 JU1828  DESIGNATION -  L 3
 JU1828  PID         -  JU1828
 JU1828  STATE/COUNTY-  DE/NEW CASTLE
 JU1828  COUNTRY     -  US
 JU1828  USGS QUAD   -  ELKTON (2016)
 JU1828
 JU1828                         *CURRENT SURVEY CONTROL
 JU1828  ______________________________________________________________________
 JU1828* NAD 83(1986) POSITION- 39 32 35.     (N) 075 46 15.     (W)   SCALED
 JU1828* NAVD 88 ORTHO HEIGHT -    15.393 (meters)       50.50  (feet) ADJUSTED
 JU1828  ______________________________________________________________________
 JU1828  GEOID HEIGHT    -        -33.278 (meters)                     GEOID18
 JU1828  DYNAMIC HEIGHT  -         15.385 (meters)       50.48  (feet) COMP
 JU1828  MODELED GRAVITY -    980,139.3   (mgal)                       NAVD 88
 JU1828
 JU1828  VERT ORDER      -  FIRST     CLASS I
 JU1828
 JU1828.The horizontal coordinates were scaled from a map and have
 JU1828.an estimated accuracy of +/- 6 seconds.
 JU1828
 JU1828.The orthometric height was determined by differential leveling and
 JU1828.adjusted by the NATIONAL GEODETIC SURVEY
 JU1828.in June 1991.
 JU1828
 JU1828.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1828.GEOID18 height accuracy estimate available here.
 JU1828
 JU1828.Click photographs - Photos may exist for this station.
 JU1828
 JU1828.The dynamic height is computed by dividing the NAVD 88
 JU1828.geopotential number by the normal gravity value computed on the
 JU1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1828.degrees latitude (g = 980.6199 gals.).
 JU1828
 JU1828.The modeled gravity was interpolated from observed gravity values.
 JU1828
 JU1828;                    North         East    Units  Estimated Accuracy
 JU1828;SPC DE       -   171,360.      169,560.      MT  (+/- 180 meters Scaled)
 JU1828
 JU1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ337773(NAD 83)
 JU1828
 JU1828                          SUPERSEDED SURVEY CONTROL
 JU1828
 JU1828  NGVD 29 (11/26/84)   15.631  (m)           51.28   (f) ADJUSTED    1 1
 JU1828
 JU1828.Superseded values are not recommended for survey control.
 JU1828
 JU1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1828.See file dsdata.pdf to determine how the superseded data were derived.
 JU1828
 JU1828_MARKER: DB = BENCH MARK DISK
 JU1828_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU1828_SP_SET: CULVERT HEADWALL
 JU1828_STAMPING: 51.647 L 3 1931
 JU1828_MARK LOGO: CGS
 JU1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1828+STABILITY: SURFACE MOTION
 JU1828
 JU1828  HISTORY     - Date     Condition        Report By
 JU1828  HISTORY     - 1931     MONUMENTED       CGS
 JU1828  HISTORY     - 1963     GOOD             CGS
 JU1828  HISTORY     - 1973     GOOD             DEDHT
 JU1828  HISTORY     - 1981     POOR             UDE
 JU1828  HISTORY     - 1982     MARK NOT FOUND   USPSQD
 JU1828
 JU1828                          STATION DESCRIPTION
 JU1828
 JU1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1828'1.8 MI W FROM SUMMIT BRIDGE.
 JU1828'1.75 MILES WEST ALONG STATE HIGHWAY 285 FROM THE UNDERPASS OF
 JU1828'STATE HIGHWAY 71 AT SUMMIT BRIDGE, ABOUT 0.5 MILE EAST OF THE
 JU1828'DELAWARE-MARYLAND STATE LINE, ABOUT 0.2 MILE EAST OF THE JUNCTION
 JU1828'OF A BLACK TOP ROAD LEADING NORTH, AT THE JUNCTION OF A PRIVATE
 JU1828'DRIVEWAY LEADING NORTH TO A FARM HOUSE, SET ON TOP OF THE CENTER
 JU1828'OF A CONCRETE HEAD WALL FOR A 12-INCH PIPE CULVERT UNDER PRIVATE
 JU1828'ROAD, 14.5 FEET NORTH OF CENTERLINE OF HIGHWAY, 11 FEET EAST OF
 JU1828'CENTERLINE OF ROAD, 5 FEET SOUTH OF POWER POLE J205 DP AND L9,
 JU1828'AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
 JU1828
 JU1828                          STATION RECOVERY (1973)
 JU1828
 JU1828'RECOVERY NOTE BY DE DEPT OF HIGHWAYS 1973
 JU1828'RECOVERED IN GOOD CONDITION.
 JU1828
 JU1828                          STATION RECOVERY (1981)
 JU1828
 JU1828'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1828'HALF THE CONCRETE IS CRACKED AWAY THE REST IS LOOSE. MARK IS INTACT
 JU1828'BUT UNSURE OF ACCURACY.
 JU1828
 JU1828                          STATION RECOVERY (1982)
 JU1828
 JU1828'RECOVERY NOTE BY US POWER SQUADRON 1982
 JU1828'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0179 ***********************************************************************
 HU0179  DESIGNATION -  L 30
 HU0179  PID         -  HU0179
 HU0179  STATE/COUNTY-  DE/SUSSEX
 HU0179  COUNTRY     -  US
 HU0179  USGS QUAD   -  MISPILLION RIVER (2016)
 HU0179
 HU0179                         *CURRENT SURVEY CONTROL
 HU0179  ______________________________________________________________________
 HU0179* NAD 83(1986) POSITION- 38 54 18.     (N) 075 18 37.     (W)   SCALED
 HU0179* NAVD 88 ORTHO HEIGHT -     1.121 (meters)        3.68  (feet) ADJUSTED
 HU0179  ______________________________________________________________________
 HU0179  GEOID HEIGHT    -        -35.383 (meters)                     GEOID18
 HU0179  DYNAMIC HEIGHT  -          1.121 (meters)        3.68  (feet) COMP
 HU0179  MODELED GRAVITY -    980,045.9   (mgal)                       NAVD 88
 HU0179
 HU0179  VERT ORDER      -  SECOND    CLASS 0
 HU0179
 HU0179.The horizontal coordinates were scaled from a map and have
 HU0179.an estimated accuracy of +/- 6 seconds.
 HU0179
 HU0179.The orthometric height was determined by differential leveling and
 HU0179.adjusted by the NATIONAL GEODETIC SURVEY
 HU0179.in June 1991.
 HU0179
 HU0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0179.GEOID18 height accuracy estimate available here.
 HU0179
 HU0179.Click photographs - Photos may exist for this station.
 HU0179
 HU0179.The dynamic height is computed by dividing the NAVD 88
 HU0179.geopotential number by the normal gravity value computed on the
 HU0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0179.degrees latitude (g = 980.6199 gals.).
 HU0179
 HU0179.The modeled gravity was interpolated from observed gravity values.
 HU0179
 HU0179;                    North         East    Units  Estimated Accuracy
 HU0179;SPC DE       -   100,460.      209,230.      MT  (+/- 180 meters Scaled)
 HU0179
 HU0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ730062(NAD 83)
 HU0179
 HU0179                          SUPERSEDED SURVEY CONTROL
 HU0179
 HU0179  NGVD 29 (11/26/84)    1.361  (m)            4.47   (f) ADJUSTED    2 0
 HU0179
 HU0179.Superseded values are not recommended for survey control.
 HU0179
 HU0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0179.See file dsdata.pdf to determine how the superseded data were derived.
 HU0179
 HU0179_MARKER: DB = BENCH MARK DISK
 HU0179_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HU0179_SP_SET: CULVERT HEADWALL
 HU0179_STAMPING: L 30 1962
 HU0179_MARK LOGO: CGS
 HU0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0179+STABILITY: SURFACE MOTION
 HU0179
 HU0179  HISTORY     - Date     Condition        Report By
 HU0179  HISTORY     - 1962     MONUMENTED       CGS
 HU0179  HISTORY     - 1981     GOOD             UDE
 HU0179  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU0179
 HU0179                          STATION DESCRIPTION
 HU0179
 HU0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0179'0.6 MI SW FROM SLAUGHTER BEACH.
 HU0179'0.1 MILE SOUTHEAST ALONG BLACKTOPPED ROAD FROM THE FIRE HOUSE AT
 HU0179'SLAUGHTER BEACH, THENCE 0.55 MILE SOUTHWEST ALONG BLACKTOPPED ROAD,
 HU0179'0.15 MILE SOUTHWEST OF WOODEN BRIDGE OVER SLAUGHTER CREEK AND 13
 HU0179'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD.  SET IN A DRILL HOLE
 HU0179'AT THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL OF A
 HU0179'CONCRETE TILE CULVERT WITH WING WALLS.
 HU0179
 HU0179                          STATION RECOVERY (1981)
 HU0179
 HU0179'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0179'RECOVERED IN GOOD CONDITION.
 HU0179
 HU0179                          STATION RECOVERY (2012)
 HU0179
 HU0179'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0179'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0789 ***********************************************************************
 HU0789  DESIGNATION -  L 33
 HU0789  PID         -  HU0789
 HU0789  STATE/COUNTY-  DE/SUSSEX
 HU0789  COUNTRY     -  US
 HU0789  USGS QUAD   -  LAUREL (2016)
 HU0789
 HU0789                         *CURRENT SURVEY CONTROL
 HU0789  ______________________________________________________________________
 HU0789* NAD 83(1986) POSITION- 38 31 59.     (N) 075 34 20.     (W)   SCALED
 HU0789* NAVD 88 ORTHO HEIGHT -    10.186 (meters)       33.42  (feet) ADJUSTED
 HU0789  ______________________________________________________________________
 HU0789  GEOID HEIGHT    -        -35.681 (meters)                     GEOID18
 HU0789  DYNAMIC HEIGHT  -         10.179 (meters)       33.40  (feet) COMP
 HU0789  MODELED GRAVITY -    980,013.4   (mgal)                       NAVD 88
 HU0789
 HU0789  VERT ORDER      -  FIRST     CLASS I
 HU0789
 HU0789.The horizontal coordinates were scaled from a map and have
 HU0789.an estimated accuracy of +/- 6 seconds.
 HU0789
 HU0789.The orthometric height was determined by differential leveling and
 HU0789.adjusted by the NATIONAL GEODETIC SURVEY
 HU0789.in June 1991.
 HU0789
 HU0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0789.GEOID18 height accuracy estimate available here.
 HU0789
 HU0789.Click photographs - Photos may exist for this station.
 HU0789
 HU0789.The dynamic height is computed by dividing the NAVD 88
 HU0789.geopotential number by the normal gravity value computed on the
 HU0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0789.degrees latitude (g = 980.6199 gals.).
 HU0789
 HU0789.The modeled gravity was interpolated from observed gravity values.
 HU0789
 HU0789;                    North         East    Units  Estimated Accuracy
 HU0789;SPC DE       -    59,180.      186,440.      MT  (+/- 180 meters Scaled)
 HU0789
 HU0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH501651(NAD 83)
 HU0789
 HU0789                          SUPERSEDED SURVEY CONTROL
 HU0789
 HU0789  NGVD 29 (11/26/84)   10.435  (m)           34.24   (f) ADJUSTED    1 1
 HU0789
 HU0789.Superseded values are not recommended for survey control.
 HU0789
 HU0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0789.See file dsdata.pdf to determine how the superseded data were derived.
 HU0789
 HU0789_MARKER: DB = BENCH MARK DISK
 HU0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0789_STAMPING: L 33 1963
 HU0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0789+STABILITY: SURFACE MOTION
 HU0789
 HU0789  HISTORY     - Date     Condition        Report By
 HU0789  HISTORY     - 1963     MONUMENTED       CGS
 HU0789  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0789  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0789
 HU0789                          STATION DESCRIPTION
 HU0789
 HU0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0789'1.6 MI S FROM LAUREL.
 HU0789'1.55 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0789'AT LAUREL, AT A FARM ROAD CROSSING, AT MILEPOST 92, 19.5 FEET EAST
 HU0789'OF EAST RAIL, 78 FEET NORTHEAST OF CENTER OF THE CROSSING, 168.5
 HU0789'FEET NORTHEAST AND ACROSS TRACK FROM MILEPOST, 3 FEET SOUTH OF A
 HU0789'TELEPHONE POLE, 1.5 FEET NORTH OF A STEEL WITNESS POST, ABOUT
 HU0789'LEVEL WITH TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HU0789'2 INCHES.
 HU0789
 HU0789                          STATION RECOVERY (1981)
 HU0789
 HU0789'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0789'MARK NOT FOUND.
 HU0789
 HU0789                          STATION RECOVERY (2013)
 HU0789
 HU0789'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0789'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1107 ***********************************************************************
 JU1107  DESIGNATION -  L 34
 JU1107  PID         -  JU1107
 JU1107  STATE/COUNTY-  DE/KENT
 JU1107  COUNTRY     -  US
 JU1107  USGS QUAD   -  DOVER (2016)
 JU1107
 JU1107                         *CURRENT SURVEY CONTROL
 JU1107  ______________________________________________________________________
 JU1107* NAD 83(1986) POSITION- 39 09 59.39   (N) 075 32 19.68   (W)   HD_HELD1
 JU1107* NAVD 88 ORTHO HEIGHT -    11.343 (meters)       37.21  (feet) ADJUSTED
 JU1107  ______________________________________________________________________
 JU1107  GEOID HEIGHT    -        -34.343 (meters)                     GEOID18
 JU1107  DYNAMIC HEIGHT  -         11.337 (meters)       37.19  (feet) COMP
 JU1107  MODELED GRAVITY -    980,088.7   (mgal)                       NAVD 88
 JU1107
 JU1107  VERT ORDER      -  FIRST     CLASS II
 JU1107
 JU1107.The horizontal coordinates were determined by differentially corrected
 JU1107.hand held GPS observations or other comparable positioning techniques
 JU1107.and have an estimated accuracy of +/- 3 meters.
 JU1107
 JU1107.The orthometric height was determined by differential leveling and
 JU1107.adjusted by the NATIONAL GEODETIC SURVEY
 JU1107.in January 2013.
 JU1107
 JU1107.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1107.GEOID18 height accuracy estimate available here.
 JU1107
 JU1107.Click photographs - Photos may exist for this station.
 JU1107
 JU1107.The dynamic height is computed by dividing the NAVD 88
 JU1107.geopotential number by the normal gravity value computed on the
 JU1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1107.degrees latitude (g = 980.6199 gals.).
 JU1107
 JU1107.The modeled gravity was interpolated from observed gravity values.
 JU1107
 JU1107;                    North         East    Units  Estimated Accuracy
 JU1107;SPC DE       -   129,496.5     189,444.9     MT  (+/- 3 meters HH1 GPS) 
 JU1107
 JU1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5345335391(NAD 83)
 JU1107
 JU1107                          SUPERSEDED SURVEY CONTROL
 JU1107
 JU1107  NAVD 88 (06/15/91)   11.355  (m)           37.25   (f) SUPERSEDED  1 1
 JU1107  NGVD 29 (11/26/84)   11.593  (m)           38.03   (f) ADJUSTED    1 1
 JU1107
 JU1107.Superseded values are not recommended for survey control.
 JU1107
 JU1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1107.See file dsdata.pdf to determine how the superseded data were derived.
 JU1107
 JU1107_MARKER: DB = BENCH MARK DISK
 JU1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1107_STAMPING: L 34 1963
 JU1107_MARK LOGO: CGS
 JU1107_PROJECTION: FLUSH
 JU1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1107+STABILITY: SURFACE MOTION
 JU1107_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1107+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2011
 JU1107
 JU1107  HISTORY     - Date     Condition        Report By
 JU1107  HISTORY     - 1963     MONUMENTED       CGS
 JU1107  HISTORY     - 1981     GOOD             UDE
 JU1107  HISTORY     - 20111031 GOOD             USFWS
 JU1107
 JU1107                          STATION DESCRIPTION
 JU1107
 JU1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1107'0.6 MI NW FROM DOVER.
 JU1107'0.6 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1107'CROSSING OF STATE HIGHWAY 8 AT DOVER, ABOUT 0.15 MILE NORTHWEST
 JU1107'OF MILEPOST 47, NEAR THE NORTHWEST CORNER OF THE CITY OF DOVER
 JU1107'WAREHOUSE, 27.5 FEET EAST OF EAST RAIL OF THE MAIN TRACK, 26
 JU1107'FEET WEST OF THE NORTHWEST CORNER OF THE WAREHOUSE, 1 FOOT NORTH
 JU1107'OF THE NORTHWEST CORNER OF A STEEL FENCE SURROUNDING THE WAREHOUSE,
 JU1107'1.5 FEET WEST OF A STEEL WITNESS POST, 1 FOOT BELOW LEVEL OF
 JU1107'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JU1107
 JU1107                          STATION RECOVERY (1981)
 JU1107
 JU1107'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1107'RECOVERED IN GOOD CONDITION.
 JU1107
 JU1107                          STATION RECOVERY (2011)
 JU1107
 JU1107'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2011 (MJH)
 JU1107'RECOVERED IN GOOD CONDITION.
 JU1107'
 JU1107'THE FOLLOWING REFERENCE OBJECTS ARE PROVIDED TO FACILITATE FUTURE
 JU1107'RECOVERY EFFORTS.
 JU1107'
 JU1107'IT IS 52.75 M (173.1 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A
 JU1107'METAL SIDED WHAREHOUSE, 47.35 M (155.3 FT) WEST-SOUTHWEST OF A UTILITY
 JU1107'POLE NUMBERED 21, 27.1 M (88.9 FT) NORTHWEST OF THE CORNER OF A CHAIN
 JU1107'LINK FENCE MARKING THE LIMITS OF THE PENNSYLVANIA RAILROAD ON THE WEST
 JU1107'AND THE EMPLOYEE PARKING LOT FOR THE CITY OF DOVER UTILITY DEPARTMENT
 JU1107'OFFICES ON THE SOUTH, 2 M (6.6 FT) NORTHEAST OF A UTILITY POLE
 JU1107'NUMBERED 113 3, 1.1 M (3.6 FT) NORTHWEST OF A UTILITY POLE NUMBERED
 JU1107'2060-15 AND SET IN THE TOP OF A 30-CM (12 INCH) ROUND CONCRETE POST
 JU1107'AND ABOUT.1 M HIGHER THAN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0862 ***********************************************************************
 HU0862  DESIGNATION -  L 35
 HU0862  PID         -  HU0862
 HU0862  STATE/COUNTY-  DE/KENT
 HU0862  COUNTRY     -  US
 HU0862  USGS QUAD   -  HARRINGTON (2016)
 HU0862
 HU0862                         *CURRENT SURVEY CONTROL
 HU0862  ______________________________________________________________________
 HU0862* NAD 83(1986) POSITION- 38 57 25.     (N) 075 34 42.     (W)   SCALED
 HU0862* NAVD 88 ORTHO HEIGHT -    16.585 (meters)       54.41  (feet) ADJUSTED
 HU0862  ______________________________________________________________________
 HU0862  GEOID HEIGHT    -        -35.021 (meters)                     GEOID18
 HU0862  DYNAMIC HEIGHT  -         16.575 (meters)       54.38  (feet) COMP
 HU0862  MODELED GRAVITY -    980,048.8   (mgal)                       NAVD 88
 HU0862
 HU0862  VERT ORDER      -  FIRST     CLASS I
 HU0862
 HU0862.The horizontal coordinates were scaled from a map and have
 HU0862.an estimated accuracy of +/- 6 seconds.
 HU0862
 HU0862.The orthometric height was determined by differential leveling and
 HU0862.adjusted by the NATIONAL GEODETIC SURVEY
 HU0862.in June 1991.
 HU0862
 HU0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0862.GEOID18 height accuracy estimate available here.
 HU0862
 HU0862.Click photographs - Photos may exist for this station.
 HU0862
 HU0862.The dynamic height is computed by dividing the NAVD 88
 HU0862.geopotential number by the normal gravity value computed on the
 HU0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0862.degrees latitude (g = 980.6199 gals.).
 HU0862
 HU0862.The modeled gravity was interpolated from observed gravity values.
 HU0862
 HU0862;                    North         East    Units  Estimated Accuracy
 HU0862;SPC DE       -   106,240.      185,990.      MT  (+/- 180 meters Scaled)
 HU0862
 HU0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ498121(NAD 83)
 HU0862
 HU0862                          SUPERSEDED SURVEY CONTROL
 HU0862
 HU0862  NGVD 29 (11/26/84)   16.827  (m)           55.21   (f) ADJUSTED    1 1
 HU0862
 HU0862.Superseded values are not recommended for survey control.
 HU0862
 HU0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0862.See file dsdata.pdf to determine how the superseded data were derived.
 HU0862
 HU0862_MARKER: DB = BENCH MARK DISK
 HU0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0862_STAMPING: L 35 1963
 HU0862_MARK LOGO: CGS
 HU0862_PROJECTION: PROJECTING 5 CENTIMETERS
 HU0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0862+STABILITY: SURFACE MOTION
 HU0862
 HU0862  HISTORY     - Date     Condition        Report By
 HU0862  HISTORY     - 1963     MONUMENTED       CGS
 HU0862  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0862  HISTORY     - 19910903 MARK NOT FOUND   USGS
 HU0862
 HU0862                          STATION DESCRIPTION
 HU0862
 HU0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0862'2.2 MI N FROM HARRINGTON.
 HU0862'ABOUT 2.25 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HU0862'STATION AT HARRINGTON, ABOUT 3.7 MILES SOUTH ALONG THE PENNSYLVANIA
 HU0862'RAILROAD FROM THE STATION AT FELTON, ABOUT 0.5 MILE NORTH OF A
 HU0862'BLACK TOP ROAD CROSSING, AT MILEPOST 62, 86.5 FEET SOUTHEAST AND
 HU0862'ACROSS TRACK FROM THE MILEPOST, 37.6 FEET EAST OF EAST RAIL,
 HU0862'17 FEET NORTH-NORTHWEST OF POWER POLE DH DC 240, 1.6 FEET WEST OF
 HU0862'A FENCE LINE, 1.5 FEET NORTH OF A STEEL WITNESS POST, 1 FOOT
 HU0862'BELOW LEVEL OF TRACK, AND SET IN THE TOP OF A CONCRETE POST
 HU0862'PROJECTING 2 INCHES.
 HU0862
 HU0862                          STATION RECOVERY (1981)
 HU0862
 HU0862'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0862'MARK NOT FOUND.
 HU0862
 HU0862                          STATION RECOVERY (1991)
 HU0862
 HU0862'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 HU0862'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1131 ***********************************************************************
 JU1131  DESIGNATION -  L 37
 JU1131  PID         -  JU1131
 JU1131  STATE/COUNTY-  DE/KENT
 JU1131  COUNTRY     -  US
 JU1131  USGS QUAD   -  DOVER (2016)
 JU1131
 JU1131                         *CURRENT SURVEY CONTROL
 JU1131  ______________________________________________________________________
 JU1131* NAD 83(1986) POSITION- 39 09 22.07   (N) 075 30 33.60   (W)   HD_HELD1
 JU1131* NAVD 88 ORTHO HEIGHT -     8.536 (meters)       28.01  (feet) ADJUSTED
 JU1131  ______________________________________________________________________
 JU1131  GEOID HEIGHT    -        -34.426 (meters)                     GEOID18
 JU1131  DYNAMIC HEIGHT  -          8.531 (meters)       27.99  (feet) COMP
 JU1131  MODELED GRAVITY -    980,086.6   (mgal)                       NAVD 88
 JU1131
 JU1131  VERT ORDER      -  FIRST     CLASS II
 JU1131
 JU1131.The horizontal coordinates were determined by differentially corrected
 JU1131.hand held GPS observations or other comparable positioning techniques
 JU1131.and have an estimated accuracy of +/- 3 meters.
 JU1131
 JU1131.The orthometric height was determined by differential leveling and
 JU1131.adjusted by the NATIONAL GEODETIC SURVEY
 JU1131.in January 2013.
 JU1131
 JU1131.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1131.GEOID18 height accuracy estimate available here.
 JU1131
 JU1131.Click photographs - Photos may exist for this station.
 JU1131
 JU1131.The dynamic height is computed by dividing the NAVD 88
 JU1131.geopotential number by the normal gravity value computed on the
 JU1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1131.degrees latitude (g = 980.6199 gals.).
 JU1131
 JU1131.The modeled gravity was interpolated from observed gravity values.
 JU1131
 JU1131;                    North         East    Units  Estimated Accuracy
 JU1131;SPC DE       -   128,342.6     191,990.3     MT  (+/- 3 meters HH1 GPS) 
 JU1131
 JU1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5599234226(NAD 83)
 JU1131
 JU1131                          SUPERSEDED SURVEY CONTROL
 JU1131
 JU1131  NAVD 88 (06/15/91)    8.549  (m)           28.05   (f) SUPERSEDED  1 1
 JU1131  NGVD 29 (11/26/84)    8.786  (m)           28.83   (f) ADJUSTED    1 1
 JU1131
 JU1131.Superseded values are not recommended for survey control.
 JU1131
 JU1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1131.See file dsdata.pdf to determine how the superseded data were derived.
 JU1131
 JU1131_MARKER: DB = BENCH MARK DISK
 JU1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1131_STAMPING: L 37 1963
 JU1131_MARK LOGO: CGS
 JU1131_PROJECTION: PROJECTING 20 CENTIMETERS
 JU1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1131+STABILITY: SURFACE MOTION
 JU1131_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1131+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2021
 JU1131
 JU1131  HISTORY     - Date     Condition        Report By
 JU1131  HISTORY     - 1963     MONUMENTED       CGS
 JU1131  HISTORY     - 1981     GOOD             UDE
 JU1131  HISTORY     - 1987     GOOD             USPSQD
 JU1131  HISTORY     - 19990820 GOOD             USPSQD
 JU1131  HISTORY     - 20040811 GOOD             USPSQD
 JU1131  HISTORY     - 20100124 GOOD             BECMOR
 JU1131  HISTORY     - 20111021 GOOD             USFWS
 JU1131  HISTORY     - 20111122 GOOD             DELCOS
 JU1131  HISTORY     - 20210303 GOOD             USPSQD
 JU1131
 JU1131                          STATION DESCRIPTION
 JU1131
 JU1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1131'AT DOVER.
 JU1131'AT DOVER, ABOUT 0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 113 FROM
 JU1131'THE JUNCTION OF U.S. HIGHWAY 13, AT THE JUNCTION OF MILLER ROAD
 JU1131'LEADING SOUTHWEST, 51 FEET SOUTHWEST OF CENTERLINE OF
 JU1131'SOUTHEAST-BOUND LANE OF HIGHWAY, 44 FEET NORTHWEST OF A 24-INCH
 JU1131'SYCAMORE TREE, 20 FEET SOUTHEAST OF CENTERLINE OF THE ROAD, 3 1/2
 JU1131'FEET SOUTHEAST OF A POWER POLE, 1.5 FEET NORTHWEST OF A STEEL
 JU1131'WITNESS POST, ABOUT LEVEL WITH HIGHWAY, AND SET IN THE TOP OF A
 JU1131'CONCRETE POST PROJECTING 2 INCHES.
 JU1131
 JU1131                          STATION RECOVERY (1981)
 JU1131
 JU1131'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1131'POWER POLE NUMBER IS BA 34, THE MARK IS IN THE SIDE WALK-STICKS UP
 JU1131'ABOUT 6'- IT IS ACROSS MILLER ROAD AND NEAR THE CORNER FROM WENDY'S
 JU1131'RESTURANT.
 JU1131
 JU1131                          STATION RECOVERY (1987)
 JU1131
 JU1131'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFL)
 JU1131'RECOVERED IN GOOD CONDITION.
 JU1131
 JU1131                          STATION RECOVERY (1999)
 JU1131
 JU1131'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU1131'RECOVERED IN GOOD CONDITION.
 JU1131
 JU1131                          STATION RECOVERY (2004)
 JU1131
 JU1131'RECOVERY NOTE BY US POWER SQUADRON 2004 (AFL)
 JU1131'ELECTRIC POWER POLE ALSO HAS NUMBER 12303. WENDY'S RESTAURANT CLOSED.
 JU1131'BLDG NOW A MEXICAN RESTAURANT. MARKER STANDS APPROX 6 INCHES ABOVE
 JU1131'PAVEMENT.
 JU1131
 JU1131                          STATION RECOVERY (2010)
 JU1131
 JU1131'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1131'RECOVERED IN GOOD CONDITION.
 JU1131
 JU1131                          STATION RECOVERY (2011)
 JU1131
 JU1131'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2011 (MJH)
 JU1131'RECOVERED IN GOOD CONDITION.
 JU1131'
 JU1131'THE FOLLOWING REFERENCE OBJECTS ARE PROVIDED TO FACILITATE FUTURE
 JU1131'RECOVERY EFFORTS.
 JU1131'
 JU1131'IT IS 22.7 M (74.5 FT) SOUTHEAST OF A METAL LIGHT POST ON A FORMER
 JU1131'MEXICAN RESTAURANT PROPERTY, NOW CLOSED, 8.6 M (28.2 FT) SOUTHWEST OF
 JU1131'EDGE OF PAVEMENT OF SOUTH BAY ROAD, 2.4 M (7.9 FT) NORTHWEST OF A
 JU1131'TELEPHONE PEDESTAL, 0.7 M (2.3 FT) NORTHEAST OF A UTILITY POLE
 JU1131'NUMBERED 12303, THE SOUTHERLY CURB OF MILLER STREET WAS BUILT AROUND
 JU1131'THE MARK AND IT IS SET IN THE TOP OF A 30-CM (12 INCH) ROUND CONCRETE
 JU1131'POST AND ABOUT 0.3 M (1.0 FT) HIGHER THAN THE STREET.
 JU1131
 JU1131                          STATION RECOVERY (2011)
 JU1131
 JU1131'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 JU1131'RECOVERED IN GOOD CONDITION.
 JU1131
 JU1131                          STATION RECOVERY (2021)
 JU1131
 JU1131'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 JU1131'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1823 ***********************************************************************
 JU1823  DESIGNATION -  L 38
 JU1823  PID         -  JU1823
 JU1823  STATE/COUNTY-  DE/NEW CASTLE
 JU1823  COUNTRY     -  US
 JU1823  USGS QUAD   -  SAINT GEORGES (2016)
 JU1823
 JU1823                         *CURRENT SURVEY CONTROL
 JU1823  ______________________________________________________________________
 JU1823* NAD 83(1986) POSITION- 39 31 15.     (N) 075 43 05.     (W)   SCALED
 JU1823* NAVD 88 ORTHO HEIGHT -    20.639 (meters)       67.71  (feet) ADJUSTED
 JU1823  ______________________________________________________________________
 JU1823  GEOID HEIGHT    -        -33.362 (meters)                     GEOID18
 JU1823  DYNAMIC HEIGHT  -         20.628 (meters)       67.68  (feet) COMP
 JU1823  MODELED GRAVITY -    980,132.6   (mgal)                       NAVD 88
 JU1823
 JU1823  VERT ORDER      -  FIRST     CLASS I
 JU1823
 JU1823.This mark is at Summit Airpark  (EVY)
 JU1823
 JU1823.The horizontal coordinates were scaled from a map and have
 JU1823.an estimated accuracy of +/- 6 seconds.
 JU1823
 JU1823.The orthometric height was determined by differential leveling and
 JU1823.adjusted by the NATIONAL GEODETIC SURVEY
 JU1823.in June 1991.
 JU1823
 JU1823.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1823.GEOID18 height accuracy estimate available here.
 JU1823
 JU1823.Click photographs - Photos may exist for this station.
 JU1823
 JU1823.The dynamic height is computed by dividing the NAVD 88
 JU1823.geopotential number by the normal gravity value computed on the
 JU1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1823.degrees latitude (g = 980.6199 gals.).
 JU1823
 JU1823.The modeled gravity was interpolated from observed gravity values.
 JU1823
 JU1823;                    North         East    Units  Estimated Accuracy
 JU1823;SPC DE       -   168,870.      174,080.      MT  (+/- 180 meters Scaled)
 JU1823
 JU1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ382748(NAD 83)
 JU1823
 JU1823                          SUPERSEDED SURVEY CONTROL
 JU1823
 JU1823  NGVD 29 (11/26/84)   20.878  (m)           68.50   (f) ADJUSTED    1 1
 JU1823
 JU1823.Superseded values are not recommended for survey control.
 JU1823
 JU1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1823.See file dsdata.pdf to determine how the superseded data were derived.
 JU1823
 JU1823_MARKER: DB = BENCH MARK DISK
 JU1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1823_STAMPING: L 38 1963
 JU1823_MARK LOGO: CGS
 JU1823_PROJECTION: PROJECTING 5 CENTIMETERS
 JU1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1823+STABILITY: SURFACE MOTION
 JU1823
 JU1823  HISTORY     - Date     Condition        Report By
 JU1823  HISTORY     - 1963     MONUMENTED       CGS
 JU1823  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1823
 JU1823                          STATION DESCRIPTION
 JU1823
 JU1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1823'1.5 MI S FROM SUMMIT BRIDGE.
 JU1823'1.5 MILES SOUTH ALONG BLACK TOP ROAD 63 AND STATE HIGHWAY 71
 JU1823'FROM THE JUNCTION OF A DIRT ROAD LEADING EAST AND WEST ALONG THE
 JU1823'SOUTH SIDE OF THE CHESAPEAKE AND DELAWARE CANAL AT SUMMIT BRIDGE,
 JU1823'AT THE SUMMIT AVIATION INC., AT THE HANGAR LOCATED AT THE
 JU1823'SOUTHEAST CORNER OF THE FIELD, AT THE NORTHWEST CORNER OF THE
 JU1823'HANGAR, 1.5 FEET SOUTH OF NORTHWEST CORNER, 1.6 FEET WEST OF
 JU1823'WEST SIDE OF HANGAR, AND SET IN THE TOP OF A CONCRETE POST
 JU1823'PROJECTING 2 INCHES.
 JU1823
 JU1823                          STATION RECOVERY (1981)
 JU1823
 JU1823'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1823'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1783 ***********************************************************************
 JU1783  DESIGNATION -  L 39
 JU1783  PID         -  JU1783
 JU1783  STATE/COUNTY-  DE/NEW CASTLE
 JU1783  COUNTRY     -  US
 JU1783  USGS QUAD   -  SAINT GEORGES (2016)
 JU1783
 JU1783                         *CURRENT SURVEY CONTROL
 JU1783  ______________________________________________________________________
 JU1783* NAD 83(1986) POSITION- 39 35 32.     (N) 075 40 44.     (W)   SCALED
 JU1783* NAVD 88 ORTHO HEIGHT -    20.763 (meters)       68.12  (feet) ADJUSTED
 JU1783  ______________________________________________________________________
 JU1783  GEOID HEIGHT    -        -33.164 (meters)                     GEOID18
 JU1783  DYNAMIC HEIGHT  -         20.753 (meters)       68.09  (feet) COMP
 JU1783  MODELED GRAVITY -    980,150.5   (mgal)                       NAVD 88
 JU1783
 JU1783  VERT ORDER      -  FIRST     CLASS I
 JU1783
 JU1783.The horizontal coordinates were scaled from a map and have
 JU1783.an estimated accuracy of +/- 6 seconds.
 JU1783
 JU1783.The orthometric height was determined by differential leveling and
 JU1783.adjusted by the NATIONAL GEODETIC SURVEY
 JU1783.in June 1991.
 JU1783
 JU1783.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1783.GEOID18 height accuracy estimate available here.
 JU1783
 JU1783.Click photographs - Photos may exist for this station.
 JU1783
 JU1783.The dynamic height is computed by dividing the NAVD 88
 JU1783.geopotential number by the normal gravity value computed on the
 JU1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1783.degrees latitude (g = 980.6199 gals.).
 JU1783
 JU1783.The modeled gravity was interpolated from observed gravity values.
 JU1783
 JU1783;                    North         East    Units  Estimated Accuracy
 JU1783;SPC DE       -   176,790.      177,480.      MT  (+/- 180 meters Scaled)
 JU1783
 JU1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ417827(NAD 83)
 JU1783
 JU1783                          SUPERSEDED SURVEY CONTROL
 JU1783
 JU1783  NGVD 29 (01/10/92)   21.013  (m)           68.94   (f) ADJUSTED    1 1
 JU1783  NGVD 29 (??/??/87)   21.013  (m)           68.94   (f) SUPERSEDED  1 1
 JU1783
 JU1783.Superseded values are not recommended for survey control.
 JU1783
 JU1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1783.See file dsdata.pdf to determine how the superseded data were derived.
 JU1783
 JU1783_MARKER: DB = BENCH MARK DISK
 JU1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1783_STAMPING: L 39 1963
 JU1783_MARK LOGO: CGS
 JU1783_PROJECTION: PROJECTING 8 CENTIMETERS
 JU1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1783+STABILITY: SURFACE MOTION
 JU1783
 JU1783  HISTORY     - Date     Condition        Report By
 JU1783  HISTORY     - 1963     MONUMENTED       CGS
 JU1783  HISTORY     - 1979     GOOD             NGS
 JU1783  HISTORY     - 1981     GOOD             UDE
 JU1783  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 JU1783  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1783
 JU1783                          STATION DESCRIPTION
 JU1783
 JU1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1783'1 MI W FROM CORBIT.
 JU1783'1.0 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE CROSSING
 JU1783'OF U.S. HIGHWAY 13 AT CORBIT, AT THE CROSSING OF STATE HIGHWAY 71,
 JU1783'65 FEET WEST OF CENTER OF THE CROSSING, 56 FEET NORTHWEST OF
 JU1783'CENTERLINE OF HIGHWAY 71, 24 FEET SOUTHWEST OF SOUTHWEST RAIL, 6
 JU1783'FEET SOUTHWEST OF POWER POLE DP AND L46, 3 FEET NORTHEAST OF THE
 JU1783'BASE OF A GUY WIRE, 1 1/2 FEET SOUTHWEST OF A STEEL WITNESS POST,
 JU1783'1 FOOT BELOW LEVEL OF TRACK, AND SET IN THE TOP OF A CONCRETE
 JU1783'POST PROJECTING 3 INCHES.  NOTE-- THIS MARK MAY ALSO BE REACHED
 JU1783'BY GOING 1.95 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1783'CROSSING OF STATE HIGHWAY 71 AT KIRKWOOD, THENCE 0.9 MILE
 JU1783'SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE RAILROAD
 JU1783'JUNCTION AT THE SMALL COMMUNITY OF PORTER.
 JU1783
 JU1783                          STATION RECOVERY (1979)
 JU1783
 JU1783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1783'RECOVERED IN GOOD CONDITION.
 JU1783
 JU1783                          STATION RECOVERY (1981)
 JU1783
 JU1783'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1783'RECOVERED IN GOOD CONDITION.
 JU1783
 JU1783                          STATION RECOVERY (1983)
 JU1783
 JU1783'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU1783'MARK NOT FOUND.
 JU1783
 JU1783                          STATION RECOVERY (2013)
 JU1783
 JU1783'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1783'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2179 ***********************************************************************
 JU2179  DESIGNATION -  L 41
 JU2179  PID         -  JU2179
 JU2179  STATE/COUNTY-  DE/NEW CASTLE
 JU2179  COUNTRY     -  US
 JU2179  USGS QUAD   -  SAINT GEORGES (2016)
 JU2179
 JU2179                         *CURRENT SURVEY CONTROL
 JU2179  ______________________________________________________________________
 JU2179* NAD 83(1986) POSITION- 39 36 34.8    (N) 075 42 24.8    (W)   HD_HELD2
 JU2179* NAVD 88 ORTHO HEIGHT -    20.923 (meters)       68.64  (feet) ADJUSTED
 JU2179  ______________________________________________________________________
 JU2179  GEOID HEIGHT    -        -33.096 (meters)                     GEOID18
 JU2179  DYNAMIC HEIGHT  -         20.913 (meters)       68.61  (feet) COMP
 JU2179  MODELED GRAVITY -    980,157.8   (mgal)                       NAVD 88
 JU2179
 JU2179  VERT ORDER      -  FIRST     CLASS II
 JU2179
 JU2179.The horizontal coordinates were established by autonomous hand held GPS
 JU2179.observations and have an estimated accuracy of +/- 10 meters.
 JU2179
 JU2179.The orthometric height was determined by differential leveling and
 JU2179.adjusted by the NATIONAL GEODETIC SURVEY
 JU2179.in June 1991.
 JU2179
 JU2179.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2179.GEOID18 height accuracy estimate available here.
 JU2179
 JU2179.Click photographs - Photos may exist for this station.
 JU2179
 JU2179.The dynamic height is computed by dividing the NAVD 88
 JU2179.geopotential number by the normal gravity value computed on the
 JU2179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2179.degrees latitude (g = 980.6199 gals.).
 JU2179
 JU2179.The modeled gravity was interpolated from observed gravity values.
 JU2179
 JU2179;                    North         East    Units  Estimated Accuracy
 JU2179;SPC DE       -   178,731.      175,076.      MT  (+/- 10 meters HH2 GPS)
 JU2179
 JU2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3931784674(NAD 83)
 JU2179
 JU2179                          SUPERSEDED SURVEY CONTROL
 JU2179
 JU2179.No superseded survey control is available for this station.
 JU2179
 JU2179_MARKER: DV = VERTICAL CONTROL DISK
 JU2179_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU2179_STAMPING: L 41 1979
 JU2179_MARK LOGO: NGS
 JU2179_PROJECTION: RECESSED 15 CENTIMETERS
 JU2179_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2179+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 JU2179_ROD/PIPE-DEPTH: 6.10 meters
 JU2179
 JU2179  HISTORY     - Date     Condition        Report By
 JU2179  HISTORY     - 1979     MONUMENTED       NGS
 JU2179  HISTORY     - 19910216 GOOD             USPSQD
 JU2179  HISTORY     - 20050817 GOOD             GEOCAC
 JU2179  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU2179  HISTORY     - 20150511 MARK NOT FOUND   JARICE
 JU2179
 JU2179                          STATION DESCRIPTION
 JU2179
 JU2179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2179'2.0 MI EAST FROM GLASGOW.
 JU2179'2.0 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE INTERSECTION OF STATE
 JU2179'HIGHWAY 896 AT GLASGOW, AT THE CROSSING OF THE PENN CENTRAL RAILROAD
 JU2179'TRACKS, ALSO 1.0 MILE NORTHWEST ALONG THE RAILROAD FROM THE SMALL
 JU2179'COMMUNITY OF PORTER, 139 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JU2179'EAST BOUND LANES OF THE HIGHWAY, 25 FEET NORTHEAST OF THE NORTHEAST
 JU2179'RAIL OF THE TRACKS, 3.3 FEET SOUTHEAST OF A POWER POLE.
 JU2179'THE MARK IS 1.0 FT  NE FROM A WITNESS POST.
 JU2179'THE MARK IS ABOVE LEVEL WITH TRACKS.
 JU2179
 JU2179                          STATION RECOVERY (1991)
 JU2179
 JU2179'RECOVERY NOTE BY US POWER SQUADRON 1991 (TK)
 JU2179'RECOVERED IN GOOD CONDITION.
 JU2179
 JU2179                          STATION RECOVERY (2005)
 JU2179
 JU2179'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU2179'THE DISK IS RECESSED SIX INCHES IN A FOUR-INCH PIPE, OTHERWISE AS
 JU2179'DESCRIBED.
 JU2179
 JU2179                          STATION RECOVERY (2013)
 JU2179
 JU2179'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU2179'MARK NOT FOUND.
 JU2179
 JU2179                          STATION RECOVERY (2015)
 JU2179
 JU2179'RECOVERY NOTE BY J A RICE INC 2015 (MRA)
 JU2179'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DM8479 ***********************************************************************
 DM8479  DESIGNATION -  L 47
 DM8479  PID         -  DM8479
 DM8479  STATE/COUNTY-  DE/SUSSEX
 DM8479  COUNTRY     -  US
 DM8479  USGS QUAD   -  ELLENDALE (2016)
 DM8479
 DM8479                         *CURRENT SURVEY CONTROL
 DM8479  ______________________________________________________________________
 DM8479* NAD 83(1986) POSITION- 38 48 10.7    (N) 075 24 12.4    (W)   HD_HELD2
 DM8479* NAVD 88 ORTHO HEIGHT -    15.237 (meters)       49.99  (feet) ADJUSTED
 DM8479  ______________________________________________________________________
 DM8479  GEOID HEIGHT    -        -35.486 (meters)                     GEOID18
 DM8479  DYNAMIC HEIGHT  -         15.228 (meters)       49.96  (feet) COMP
 DM8479  MODELED GRAVITY -    980,033.4   (mgal)                       NAVD 88
 DM8479
 DM8479  VERT ORDER      -  SECOND    CLASS I
 DM8479
 DM8479.The horizontal coordinates were established by autonomous hand held GPS
 DM8479.observations and have an estimated accuracy of +/- 10 meters.
 DM8479
 DM8479.The orthometric height was determined by differential leveling and
 DM8479.adjusted by the NATIONAL GEODETIC SURVEY
 DM8479.in July 2011.
 DM8479
 DM8479.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8479.GEOID18 height accuracy estimate available here.
 DM8479
 DM8479.Click photographs - Photos may exist for this station.
 DM8479
 DM8479.The dynamic height is computed by dividing the NAVD 88
 DM8479.geopotential number by the normal gravity value computed on the
 DM8479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8479.degrees latitude (g = 980.6199 gals.).
 DM8479
 DM8479.The modeled gravity was interpolated from observed gravity values.
 DM8479
 DM8479;                    North         East    Units  Estimated Accuracy
 DM8479;SPC DE       -    89,133.      201,149.      MT  (+/- 10 meters HH2 GPS)
 DM8479
 DM8479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6496894989(NAD 83)
 DM8479
 DM8479                          SUPERSEDED SURVEY CONTROL
 DM8479
 DM8479.No superseded survey control is available for this station.
 DM8479
 DM8479_MARKER: DD = SURVEY DISK
 DM8479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8479_STAMPING: L 47 2010
 DM8479_MARK LOGO: DEDT
 DM8479_PROJECTION: RECESSED 3 CENTIMETERS
 DM8479_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8479+STABILITY: SURFACE MOTION
 DM8479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8479+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 DM8479
 DM8479  HISTORY     - Date     Condition        Report By
 DM8479  HISTORY     - 20100601 MONUMENTED       DEDT
 DM8479
 DM8479                          STATION DESCRIPTION
 DM8479
 DM8479'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (BRC)
 DM8479'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTH OF MILFORD, 5.3 MI
 DM8479'(8.5 KM) WEST-NORTHWEST OF MILTON AND 1.1 MI (1.8 KM) EAST-SOUTHEAST
 DM8479'OF ELLENDALE.
 DM8479'
 DM8479'TO REACH FROM THE INTERSECTION OF US HIGHWAY 113 (DUPONT BLVD) AND
 DM8479'STATE ROUTE 16 (MILTON-ELLENDALE HWY)PROCEED EAST ALONG STATE ROUTE 16
 DM8479'(MILTON-ELLENDALE HWY) 1.95 MI (3.1 KM) TO THE MARK ON THE RIGHT.
 DM8479'
 DM8479'IT IS ON THE SOUTHEAST CORNER OF STATE ROUTE 16 (MILTON-ELLENDALE HWY)
 DM8479'AND SUSSEX 240 (SPICER ROAD).
 DM8479'
 DM8479'THE MARK IS 29.7 FT (9.1 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE
 DM8479'ROUTE 16 (MILTON-ELLENDALE HWY), 29.4 FT (9.0 M) NORTH-NORTHEAST OF
 DM8479'THE MOST NORTHERLY RAIL OF THE OLD DELAWARE COASTLINE RAILWAY, 88.4 FT
 DM8479'(26.9 M) EAST OF A UTILITY POLE (DEC 40093) AND 181.1 FT (55.2 M)
 DM8479'SOUTH OF A UTILITY POLE (DEC 40092).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0171 ***********************************************************************
 HU0171  DESIGNATION -  L 5
 HU0171  PID         -  HU0171
 HU0171  STATE/COUNTY-  DE/SUSSEX
 HU0171  COUNTRY     -  US
 HU0171  USGS QUAD   -  GEORGETOWN (2016)
 HU0171
 HU0171                         *CURRENT SURVEY CONTROL
 HU0171  ______________________________________________________________________
 HU0171* NAD 83(1986) POSITION- 38 43 00.     (N) 075 24 07.     (W)   SCALED
 HU0171* NAVD 88 ORTHO HEIGHT -    15.271 (meters)       50.10  (feet) ADJUSTED
 HU0171  ______________________________________________________________________
 HU0171  GEOID HEIGHT    -        -35.594 (meters)                     GEOID18
 HU0171  DYNAMIC HEIGHT  -         15.261 (meters)       50.07  (feet) COMP
 HU0171  MODELED GRAVITY -    980,027.3   (mgal)                       NAVD 88
 HU0171
 HU0171  VERT ORDER      -  SECOND    CLASS 0
 HU0171
 HU0171.The horizontal coordinates were scaled from a map and have
 HU0171.an estimated accuracy of +/- 6 seconds.
 HU0171
 HU0171.The orthometric height was determined by differential leveling and
 HU0171.adjusted by the NATIONAL GEODETIC SURVEY
 HU0171.in June 1991.
 HU0171
 HU0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0171.GEOID18 height accuracy estimate available here.
 HU0171
 HU0171.Click photographs - Photos may exist for this station.
 HU0171
 HU0171.The dynamic height is computed by dividing the NAVD 88
 HU0171.geopotential number by the normal gravity value computed on the
 HU0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0171.degrees latitude (g = 980.6199 gals.).
 HU0171
 HU0171.The modeled gravity was interpolated from observed gravity values.
 HU0171
 HU0171;                    North         East    Units  Estimated Accuracy
 HU0171;SPC DE       -    79,550.      201,280.      MT  (+/- 180 meters Scaled)
 HU0171
 HU0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH650854(NAD 83)
 HU0171
 HU0171                          SUPERSEDED SURVEY CONTROL
 HU0171
 HU0171  NGVD 29 (11/26/84)   15.509  (m)           50.88   (f) ADJUSTED    2 0
 HU0171
 HU0171.Superseded values are not recommended for survey control.
 HU0171
 HU0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0171.See file dsdata.pdf to determine how the superseded data were derived.
 HU0171
 HU0171_MARKER: DB = BENCH MARK DISK
 HU0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0171_STAMPING: L 5 1935
 HU0171_MARK LOGO: CGS
 HU0171_PROJECTION: PROJECTING 15 CENTIMETERS
 HU0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0171+STABILITY: SURFACE MOTION
 HU0171
 HU0171  HISTORY     - Date     Condition        Report By
 HU0171  HISTORY     - 1935     MONUMENTED       CGS
 HU0171  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 HU0171  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU0171
 HU0171                          STATION DESCRIPTION
 HU0171
 HU0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HU0171'1.5 MI N FROM GEORGETOWN.
 HU0171'1.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HU0171'STATION AT GEORGETOWN, SUSSEX COUNTY, 120 FEET NORTH OF MILEPOST 22,
 HU0171'AT A ROAD CROSSING, 42 FEET SOUTHEAST OF THE CENTER OF THE
 HU0171'CROSSING, 40 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 25 FEET
 HU0171'SOUTH OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED
 HU0171'L 5 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 HU0171'ABOVE GROUND.
 HU0171
 HU0171                          STATION RECOVERY (1975)
 HU0171
 HU0171'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 HU0171'MARK NOT FOUND.
 HU0171
 HU0171                          STATION RECOVERY (2012)
 HU0171
 HU0171'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0171'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0220 ***********************************************************************
 HU0220  DESIGNATION -  L 9
 HU0220  PID         -  HU0220
 HU0220  STATE/COUNTY-  DE/SUSSEX
 HU0220  COUNTRY     -  US
 HU0220  USGS QUAD   -  PITTSVILLE (2016)
 HU0220
 HU0220                         *CURRENT SURVEY CONTROL
 HU0220  ______________________________________________________________________
 HU0220* NAD 83(1986) POSITION- 38 29 53.     (N) 075 26 42.     (W)   SCALED
 HU0220* NAVD 88 ORTHO HEIGHT -    15.032 (meters)       49.32  (feet) ADJUSTED
 HU0220  ______________________________________________________________________
 HU0220  GEOID HEIGHT    -        -35.757 (meters)                     GEOID18
 HU0220  DYNAMIC HEIGHT  -         15.023 (meters)       49.29  (feet) COMP
 HU0220  MODELED GRAVITY -    980,015.3   (mgal)                       NAVD 88
 HU0220
 HU0220  VERT ORDER      -  SECOND    CLASS 0
 HU0220
 HU0220.The horizontal coordinates were scaled from a map and have
 HU0220.an estimated accuracy of +/- 6 seconds.
 HU0220
 HU0220.The orthometric height was determined by differential leveling and
 HU0220.adjusted by the NATIONAL GEODETIC SURVEY
 HU0220.in June 1991.
 HU0220
 HU0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0220.GEOID18 height accuracy estimate available here.
 HU0220
 HU0220.Click photographs - Photos may exist for this station.
 HU0220
 HU0220.The dynamic height is computed by dividing the NAVD 88
 HU0220.geopotential number by the normal gravity value computed on the
 HU0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0220.degrees latitude (g = 980.6199 gals.).
 HU0220
 HU0220.The modeled gravity was interpolated from observed gravity values.
 HU0220
 HU0220;                    North         East    Units  Estimated Accuracy
 HU0220;SPC DE       -    55,290.      197,530.      MT  (+/- 180 meters Scaled)
 HU0220
 HU0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH611611(NAD 83)
 HU0220
 HU0220                          SUPERSEDED SURVEY CONTROL
 HU0220
 HU0220  NGVD 29 (11/26/84)   15.269  (m)           50.10   (f) ADJUSTED    2 0
 HU0220
 HU0220.Superseded values are not recommended for survey control.
 HU0220
 HU0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0220.See file dsdata.pdf to determine how the superseded data were derived.
 HU0220
 HU0220_MARKER: DB = BENCH MARK DISK
 HU0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0220_STAMPING: L 9 1942
 HU0220_MARK LOGO: CGS
 HU0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0220+STABILITY: SURFACE MOTION
 HU0220
 HU0220  HISTORY     - Date     Condition        Report By
 HU0220  HISTORY     - 1942     MONUMENTED       CGS
 HU0220  HISTORY     - 1965     MARK NOT FOUND   CGS
 HU0220  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0220  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0220
 HU0220                          STATION DESCRIPTION
 HU0220
 HU0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 HU0220'2.9 MI SW FROM LOWES CROSSROADS.
 HU0220'ABOUT 2.9 MILES SOUTHWEST ALONG SECONDARY ROAD 421 AND STATE
 HU0220'HIGHWAY 66 FROM LOWES CROSSROADS, SUSSEX COUNTY, ABOUT 0.2 MILE
 HU0220'NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 62, AT THE WEST CORNER
 HU0220'OF A WOODED AREA, OPPOSITE POLE 5, 29.5 FEET NORTHEAST OF THE
 HU0220'CENTER LINE OF STATE HIGHWAY 66, AND ABOUT 2 FEET SOUTHEAST OF A
 HU0220'WITNESS POST.  A STANDARD DISK, STAMPED L 9 1942 AND SET IN THE
 HU0220'TOP OF A CONCRETE POST.  RECOVERED AS DESCRIBED IN 1943.
 HU0220
 HU0220                          STATION RECOVERY (1981)
 HU0220
 HU0220'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0220'MARK NOT FOUND.
 HU0220
 HU0220                          STATION RECOVERY (2013)
 HU0220
 HU0220'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0220'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3908 ***********************************************************************
 JU3908  DESIGNATION -  LAGANO
 JU3908  PID         -  JU3908
 JU3908  STATE/COUNTY-  DE/NEW CASTLE
 JU3908  COUNTRY     -  US
 JU3908  USGS QUAD   -  ELKTON (2016)
 JU3908
 JU3908                         *CURRENT SURVEY CONTROL
 JU3908  ______________________________________________________________________
 JU3908* NAD 83(1991) POSITION- 39 35 26.33223(N) 075 47 00.01107(W)   ADJUSTED
 JU3908* NAVD 88 ORTHO HEIGHT -    16.1   (meters)       53.    (feet) VERTCON3
 JU3908  ______________________________________________________________________
 JU3908  GEOID HEIGHT    -        -33.142 (meters)                     GEOID18
 JU3908  LAPLACE CORR    -          1.53  (seconds)                    DEFLEC18
 JU3908  HORZ ORDER      -  SECOND
 JU3908
 JU3908.The horizontal coordinates were established by classical geodetic methods
 JU3908.and adjusted by the National Geodetic Survey in January 1992.
 JU3908
 JU3908.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3908
 JU3908.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3908.GEOID18 height accuracy estimate available here.
 JU3908
 JU3908.Click photographs - Photos may exist for this station.
 JU3908
 JU3908.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3908
 JU3908. The following values were computed from the NAD 83(1991) position.
 JU3908
 JU3908;                    North         East     Units Scale Factor Converg.
 JU3908;SPC DE       -   176,643.701   168,502.606   MT  1.00000721   -0 14 01.2
 JU3908;SPC DE       -   579,538.54    552,828.97   sFT  1.00000721   -0 14 01.2
 JU3908;SPC MD       -   214,275.821   504,513.121   MT  1.00002763   +0 45 49.0
 JU3908;SPC MD       -   703,003.26  1,655,223.46   sFT  1.00002763   +0 45 49.0
 JU3908;UTM  18      - 4,382,617.784   432,736.681   MT  0.99965570   -0 29 57.3
 JU3908
 JU3908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3908!SPC DE       -   1.00000268  x   1.00000721  =   1.00000989
 JU3908!SPC MD       -   1.00000268  x   1.00002763  =   1.00003031
 JU3908!UTM  18      -   1.00000268  x   0.99965570  =   0.99965838
 JU3908
 JU3908:                Primary Azimuth Mark                     Grid Az
 JU3908:SPC DE       -  LAGANO AZ MK                             244 37 26.5
 JU3908:SPC MD       -  LAGANO AZ MK                             243 37 36.3
 JU3908:UTM  18      -  LAGANO AZ MK                             244 53 22.6
 JU3908
 JU3908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3273682617(NAD 83)
 JU3908
 JU3908|---------------------------------------------------------------------|
 JU3908| PID    Reference Object                     Distance      Geod. Az  |
 JU3908|                                                           dddmmss.s |
 JU3908| CB2150 LAGANO RM 1                          28.327 METERS 07730     |
 JU3908| CB2151 LAGANO RM 2                          27.543 METERS 24308     |
 JU3908| CB2149 LAGANO AZ MK                                       2442325.3 |
 JU3908| JU4157 BOUNDARY MON 78 RESET DEL MD         46.203 METERS 24607     |
 JU3908| JU3909 BOUNDARY MONUMENT 78 DEL MD          99.023 METERS 33027     |
 JU3908|---------------------------------------------------------------------|
 JU3908
 JU3908                          SUPERSEDED SURVEY CONTROL
 JU3908
 JU3908  NAD 83(1986)-  39 35 26.32603(N)    075 47 00.01810(W) AD(       ) 2
 JU3908  NAD 27      -  39 35 25.93220(N)    075 47 01.25360(W) AD(       ) 2
 JU3908  NGVD 29 (07/19/86)   16.3    (m)           53.     (f) VERT ANG       
 JU3908
 JU3908.Superseded values are not recommended for survey control.
 JU3908
 JU3908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3908.See file dsdata.pdf to determine how the superseded data were derived.
 JU3908
 JU3908_MARKER: DS = TRIANGULATION STATION DISK
 JU3908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3908_STAMPING: LAGANO 1961
 JU3908_MARK LOGO: CGS
 JU3908_PROJECTION: RECESSED 36 CENTIMETERS
 JU3908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3908+STABILITY: SURFACE MOTION
 JU3908
 JU3908  HISTORY     - Date     Condition        Report By
 JU3908  HISTORY     - 1961     MONUMENTED       CGS
 JU3908  HISTORY     - 19860408 GOOD             NGS
 JU3908  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU3908
 JU3908                          STATION DESCRIPTION
 JU3908
 JU3908'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3908'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHEAST OF GLASGOW,
 JU3908'DELAWARE, 3.0 MILES SOUTHEAST OF ELKTON, MARYLAND AND ON
 JU3908'PROPERTY OWNED BY MR. P LAGANO, WHO LIVES IN THE HOME ACROSS
 JU3908'THE ROAD FROM THE STATION.
 JU3908'
 JU3908'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 40
 JU3908'AND 213 ABOUT 1/2 MILE SOUTH OF THE BUSINESS DISTRICT OF
 JU3908'ELKTON, MARYLAND.  GO SOUTH ON U.S. HIGHWAY 213 FOR 1.3 MILES
 JU3908'TO A CROSSROAD.  TURN LEFT AND GO EAST ON A BLACKTOP ROAD
 JU3908'FOR 1.65 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 JU3908'SOUTH ON A BLACKTOP ROAD FOR 0.05 MILE TO POWERLINE POLE NO. 12175,
 JU3908'A METAL WITNESS POST AND MARKER AND THE AZIMUTH MARK ON THE
 JU3908'RIGHT, SOUTH, SIDE OF THE ROAD.  CONTINUE EAST ON THE BLACKTOP
 JU3908'ROAD FOR 0.5 MILE TO A WIRE GATE ON THE LEFT, NORTH, SIDE OF THE
 JU3908'ROAD AT THE SOUTHWEST CORNER OF A CULTIVATED FIELD.  PASS
 JU3908'THROUGH THE GATE, THENCE TURN LEFT AND GO EAST ALONG THE NORTH
 JU3908'SIDE OF AN EAST AND WEST FENCELINE FOR 0.05 MILE TO THE
 JU3908'STATION.
 JU3908'
 JU3908'THE STATION MARK, A STANDARD DISK STAMPED LAGANO 1961, IS
 JU3908'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT ABOUT 14 INCHES
 JU3908'BELOW THE SURFACE OF THE GROUND.  IT IS 13.0 FEET NORTH OF A
 JU3908'STANDARD METAL WITNESS POST AND MARKER, 15.3 FEET NORTH OF AN
 JU3908'EAST AND WEST FENCELINE AND 31.6 FEET NORTH OF THE CENTERLINE
 JU3908'OF A BLACKTOP ROAD.
 JU3908'
 JU3908'REFERENCE MARK 1, A STANDARD DISK STAMPED LAGANO NO 1 1961,
 JU3908'IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 JU3908'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 94.0
 JU3908'FEET WEST OF THE STANDARD METAL WITNESS POST AND MARKER, 17.2
 JU3908'FEET NORTH OF THE CENTERLINE OF A BLACKTOP ROAD, 2.5 FEET NORTH
 JU3908'OF A FENCELINE AND 1.0 FOOT SOUTH OF THE SOUTH EDGE OF
 JU3908'CULTIVATED FIELD AND IS ABOUT 1.0 FOOT LOWER THAN THE STATION.
 JU3908'
 JU3908'REFERENCE MARK 2, A STANDARD DISK STAMPED LAGANO NO 2 1961,
 JU3908'IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 JU3908'ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 88.0
 JU3908'FEET EAST OF THE STANDARD METAL WITNESS POST AND MARKER, 18.5
 JU3908'FEET NORTH OF THE CENTERLINE OF A BLACKTOP ROAD, 1.6 FEET NORTH
 JU3908'OF AN EAST AND WEST FENCELINE, 1.0 FEET SOUTH OF THE SOUTH EDGE
 JU3908'OF A CULTIVATED FIELD.
 JU3908'
 JU3908'THE AZIMUTH MARK, A STANDARD DISK STAMPED LAGANO 1961, IS SET
 JU3908'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 2
 JU3908'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 16.0 FEET WEST
 JU3908'OF THE CENTERLINE OF A BLACKTOP ROAD, 1.5 FEET NORTH-NORTHEAST
 JU3908'OF A STANDARD METAL WITNESS POST AND MARKER AND 1.3 FEET EAST OF
 JU3908'POWERLINE POLE NO. 12175.
 JU3908'
 JU3908'MONUMENT NO 78, IS THE MASON-DIXON STATE LINE MONUMENT,
 JU3908'LOCATED IN THE FIELD NORTH OF THE STATION.  IT PROJECTS ABOUT
 JU3908'20 INCHES AND LEANS SLIGHTLY TO THE SOUTH-SOUTHWEST.  A SMALL
 JU3908'CROSS WAS ETCHED AT THE APEX AND CENTER OF THE MONUMENT TO
 JU3908'HOLD THE CENTER POINT TO MEASURE TO.
 JU3908'
 JU3908'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JU3908
 JU3908                          STATION RECOVERY (1986)
 JU3908
 JU3908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (RGP)
 JU3908'THE STATION AMRK, BOTH REFERENCE MARKS AND THE AZIMUTH WERE ALL
 JU3908'RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN THE MOST
 JU3908'RECENT INFORMATION AVAILABLE.  A DIFFERENCE IN DIRECTION OF
 JU3908'MINUTE AND THIRTYSIX SECONDS WAS NOTED TO REFERENCE MARK TWO.
 JU3908'ALL OTHER DISTANCES AND DIRECTIONS WERE WITHIN CLOSE AGREEMENT
 JU3908'WITH THE MOST RECENT INFORMATION AVAILABLE.
 JU3908'
 JU3908'THE BOUNDARY MONUMENT NO. 78 WAS FOUND OUT OF POSITION BY ABOUT
 JU3908'325 FEET.  IT WAS RESET IN A SAFE PLACE LOCATION IN A WOODED
 JU3908'FENCE LINE ON THE BOUNDARY.  SEE DESCRIPTION THEREOF.
 JU3908
 JU3908                          STATION RECOVERY (2013)
 JU3908
 JU3908'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3908'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3432 ***********************************************************************
 JU3432  CBN         -  This is a Cooperative Base Network Control Station.
 JU3432  DESIGNATION -  LAMBERSON 2
 JU3432  PID         -  JU3432
 JU3432  STATE/COUNTY-  DE/NEW CASTLE
 JU3432  COUNTRY     -  US
 JU3432  USGS QUAD   -  CLAYTON (2016)
 JU3432
 JU3432                         *CURRENT SURVEY CONTROL
 JU3432  ______________________________________________________________________
 JU3432* NAD 83(2011) POSITION- 39 20 10.52881(N) 075 37 48.03680(W)   ADJUSTED
 JU3432* NAD 83(2011) ELLIP HT-   -15.726 (meters)        (06/27/12)   ADJUSTED
 JU3432* NAD 83(2011) EPOCH   -  2010.00
 JU3432* NAVD 88 ORTHO HEIGHT -    17.953 (meters)       58.90  (feet) ADJUSTED
 JU3432  ______________________________________________________________________
 JU3432  GEOID HEIGHT    -        -33.763 (meters)                     GEOID18
 JU3432  NAD 83(2011) X  -  1,225,956.449 (meters)                     COMP
 JU3432  NAD 83(2011) Y  - -4,785,188.928 (meters)                     COMP
 JU3432  NAD 83(2011) Z  -  4,021,249.526 (meters)                     COMP
 JU3432  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 JU3432  DYNAMIC HEIGHT  -         17.944 (meters)       58.87  (feet) COMP
 JU3432  MODELED GRAVITY -    980,112.7   (mgal)                       NAVD 88
 JU3432
 JU3432  VERT ORDER      -  SECOND    CLASS II
 JU3432
 JU3432  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU3432  Standards:
 JU3432         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU3432            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU3432  -------------------------------------------------------------------
 JU3432  NETWORK    4.54  14.54           1.91   1.79   7.42      0.13902430
 JU3432  -------------------------------------------------------------------
 JU3432  Click here for local accuracies and other accuracy information.
 JU3432
 JU3432.The horizontal coordinates were established by GPS observations
 JU3432.and adjusted by the National Geodetic Survey in June 2012.
 JU3432
 JU3432.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU3432.been affixed to the stable North American tectonic plate. See 
 JU3432.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU3432
 JU3432.The horizontal coordinates are valid at the epoch date displayed above
 JU3432.which is a decimal equivalence of Year/Month/Day.
 JU3432
 JU3432.The orthometric height was determined by differential leveling and
 JU3432.adjusted by the NATIONAL GEODETIC SURVEY
 JU3432.in March 1994.
 JU3432
 JU3432.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3432.GEOID18 height accuracy estimate available here.
 JU3432
 JU3432.Click photographs - Photos may exist for this station.
 JU3432
 JU3432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3432
 JU3432.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3432
 JU3432.The ellipsoidal height was determined by GPS observations
 JU3432.and is referenced to NAD 83.
 JU3432
 JU3432.The dynamic height is computed by dividing the NAVD 88
 JU3432.geopotential number by the normal gravity value computed on the
 JU3432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU3432.degrees latitude (g = 980.6199 gals.).
 JU3432
 JU3432.The modeled gravity was interpolated from observed gravity values.
 JU3432
 JU3432. The following values were computed from the NAD 83(2011) position.
 JU3432
 JU3432;                    North         East     Units Scale Factor Converg.
 JU3432;SPC DE       -   148,357.854   181,606.693   MT  0.99999916   -0 08 06.8
 JU3432;SPC DE       -   486,737.39    595,821.29   sFT  0.99999916   -0 08 06.8
 JU3432;UTM  18      - 4,354,281.793   445,705.248   MT  0.99963630   -0 23 57.7
 JU3432
 JU3432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3432!SPC DE       -   1.00000247  x   0.99999916  =   1.00000163
 JU3432!UTM  18      -   1.00000247  x   0.99963630  =   0.99963877
 JU3432
 JU3432:                Primary Azimuth Mark                     Grid Az
 JU3432:SPC DE       -  LAMBERSON 2 AZ MK                        146 29 11.0
 JU3432:UTM  18      -  LAMBERSON 2 AZ MK                        146 45 01.9
 JU3432
 JU3432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4570554281(NAD 83)
 JU3432
 JU3432|---------------------------------------------------------------------|
 JU3432| PID    Reference Object                     Distance      Geod. Az  |
 JU3432|                                                           dddmmss.s |
 JU3432| AF8152 LAMBERSON RM 2                       91.721 METERS 01023     |
 JU3432| JU3431 LAMBERSON                            95.639 METERS 06300     |
 JU3432| AF8151 LAMBERSON RM 3                                     13017     |
 JU3432| AF8153 LAMBERSON 2 AZ MK                   APPROX. 0.7 KM 1462104.2 |
 JU3432| JU3430 SMYRNA FOREST FIRE TWR              APPROX. 1.8 KM 1550522.2 |
 JU3432| JU4143 LAMBERSON 2 RM 1                      2.570 METERS 15821     |
 JU3432| AF8322 LAMBERSON 2 RM 3                      2.271 METERS 24536     |
 JU3432| JU4142 LAMBERSON 2 RM 2                      2.624 METERS 31313     |
 JU3432|---------------------------------------------------------------------|
 JU3432
 JU3432                          SUPERSEDED SURVEY CONTROL
 JU3432
 JU3432  NAD 83(2007)-  39 20 10.52949(N)    075 37 48.03692(W) AD(2002.00) 0
 JU3432  ELLIP H (02/10/07)  -15.713  (m)                       GP(2002.00)    
 JU3432  ELLIP H (08/09/02)  -15.773  (m)                       GP(       ) 4 2
 JU3432  NAD 83(1991)-  39 20 10.52969(N)    075 37 48.03618(W) AD(       ) B
 JU3432  ELLIP H (10/23/91)  -15.791  (m)                       GP(       ) 4 1
 JU3432  NAD 83(1986)-  39 20 10.52095(N)    075 37 48.04829(W) AD(       ) 2
 JU3432  NAD 27      -  39 20 10.11340(N)    075 37 49.29970(W) AD(       ) 2
 JU3432  NAVD 88              17.95   (m)           58.9    (f) LEVELING    3  
 JU3432  NGVD 29              18.21   (m)           59.7    (f) LEVELING    3  
 JU3432  NGVD 29              17.24   (m)           56.6    (f) LEVELING    3  
 JU3432  NGVD 29 (03/22/89)   17.9    (m)  RAPSU86  model used  GPS OBS        
 JU3432
 JU3432.Superseded values are not recommended for survey control.
 JU3432
 JU3432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3432.See file dsdata.pdf to determine how the superseded data were derived.
 JU3432
 JU3432_MARKER: DS = TRIANGULATION STATION DISK
 JU3432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3432_STAMPING: LAMBERSON 2 1961
 JU3432_MARK LOGO: CGS
 JU3432_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU3432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3432+STABILITY: SURFACE MOTION
 JU3432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3432+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU3432
 JU3432  HISTORY     - Date     Condition        Report By
 JU3432  HISTORY     - 1961     MONUMENTED       CGS
 JU3432  HISTORY     - 1977     GOOD             NGS
 JU3432  HISTORY     - 19830615 GOOD             NGS
 JU3432  HISTORY     - 1988     GOOD             NGS
 JU3432  HISTORY     - 19890821 GOOD             TWT
 JU3432  HISTORY     - 19910109 GOOD             NGS
 JU3432  HISTORY     - 19961030 GOOD             NGS
 JU3432  HISTORY     - 20060623 GOOD             USPSQD
 JU3432  HISTORY     - 20130711 GOOD             DELCOS
 JU3432
 JU3432                          STATION DESCRIPTION
 JU3432
 JU3432'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3432'LOCATED ABOUT 3.0 MILES NORTH-NORTHWEST OF SMYRNA AND 3.0 MILES
 JU3432'SOUTH-SOUTHEAST OF BLACKBIRD AND IN THE CENTER OF THE MEDIAN STRIP OF
 JU3432'U.S. HIGHWAY 13, 200.0 FEET SOUTH OF THE CENTERLINE OF A BLACKTOP
 JU3432'CROSSOVER, 84.2 FEET WEST-SOUTHWEST OF POWERLINE POLE NO. J3 DP AND L
 JU3432'214, 56.0 FEET WEST OF THE CENTER OF THE INTERSECTION OF A GRAVELED
 JU3432'DRIVE-WAY, 35.0 FEET EAST OF THE CENTERLINE OF THE SOUTH BOUND TRAFFIC
 JU3432'LANE OF U.S. HIGHWAY 13 AND 34.0 FEET WEST OF THE CENTERLINE OF THE
 JU3432'NORTH BOUND TRAFFIC LANE OF U.S.  HIGHWAY 13.
 JU3432'
 JU3432'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 13, STATE
 JU3432'HIGHWAYS 6, 300 AT THE INTERSECTION OF COMMERCE STREET IN THE CENTRAL
 JU3432'SECTION OF SMYRNA.  GO NORTH-NORTHWEST ON U.S. HIGHWAY 13 FOR 2.35
 JU3432'MILES TO THE AZIMUTH MARK ON THE LEFT, WEST, IN THE CENTER OF THE
 JU3432'MEDIAN STRIP OF U.S. HIGHWAY 13.  CONTINUE NORTH-NORTHWEST ON THE
 JU3432'NORTH BOUND TRAFFIC LANE FOR 0.55 MILE TO A GRAVELED DRIVE-WAY ON THE
 JU3432'EAST SIDE OF THE HIGHWAY AND THE STATION ON THE WEST SIDE OF THE NORTH
 JU3432'BOUND TRAFFIC LANE.
 JU3432'
 JU3432'THE STATION MARK, A STANDARD DISK STAMPED LAMBERSON 2 1961, SET IN THE
 JU3432'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE OF
 JU3432'THE GROUND.
 JU3432'
 JU3432'REFERENCE MARK 1, A STANDARD DISK STAMPED LAMBERSON 2 NO 1 1961, IS
 JU3432'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 JU3432'SURFACE OF THE GROUND.  IT IS 16.0 FEET EAST OF THE CENTERLINE OF THE
 JU3432'SOUTH BOUND TRAFFIC LANE OF U.S. HIGHWAY 13 AND 4.3 FEET EAST OF THE
 JU3432'EAST EDGE OF THE PAVEMENT AND ABOUT THE SAME ELEVATION AS THE STATION.
 JU3432'
 JU3432'REFERENCE MARK 2, A STANDARD DISK STAMPED LAMBERSON 2 NO 2 1961, IS
 JU3432'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 JU3432'SURFACE OF THE GROUND.  IT IS 17.0 FEET EAST OF THE CENTERLINE OF THE
 JU3432'SOUTH BOUND TRAFFIC LANE OF U.S. HIGHWAY 13 AND 5.0 FEET EAST OF THE
 JU3432'EAST EDGE OF THE PAVEMENT AND ABOUT THE SAME ELEVATION AS THE STATION.
 JU3432'
 JU3432'THE AZIMUTH MARK, A STANDARD DISK STAMPED LAMBERSON 2 1961, IS SET IN
 JU3432'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE SURFACE
 JU3432'OF THE GROUND.  IT IS 37.6 FEET EAST OF THE CENTERLINE OF THE SOUTH
 JU3432'BOUND TRAFFIC LANE OF U.S. HIGHWAY 13, 34.3 FEET WEST OF THE
 JU3432'CENTERLINE OF THE NORTH BOUND TRAFFIC LANE OF U.S. HIGHWAY 13 AND 12.5
 JU3432'FEET NORTH OF AN 18-INCH MAPLE TREE.
 JU3432'
 JU3432'LAMBERSON 1933 IS A STANDARD DISK SET IN TOP OF A SQUARE CONCRETE
 JU3432'MONUMENT ABOUT 18 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 225.0
 JU3432'FEET SOUTH OF A FARM HOUSE AND 104.0 FEET SOUTH OF AN IMPLEMENT SHED.
 JU3432'
 JU3432'HEIGHT OF LIGHT ABOVE STATION MARK 34.10 METERS.
 JU3432
 JU3432                          STATION RECOVERY (1977)
 JU3432
 JU3432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 JU3432'THE STATION MARK, REFERENCE MARKS 1, 2, AZIMUTH MARK AND STATION
 JU3432'LAMBERSON 1933 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 JU3432'DISTANCE AND DIRECTIONS TO REFERENCE MARKS 1 AND 2 CHECKED WITH THE
 JU3432'1961 OBSERVATIONS.  THE DIRECTION TO THE AZIMUTH MARK CHECKED WITH
 JU3432'PREVIOUS OBSERVATIONS.  THE DISTANCE TO LAMBERSON 1933 WAS FOUND TO BE
 JU3432'LONGER BY 0.001 METER AND THE DIRECTION WAS FOUND TO BE LESS BY 10.5
 JU3432'SECONDS.
 JU3432'
 JU3432'DUE TO VARIOUS CHANGES A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 JU3432'
 JU3432'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF BLACKBIRD, 3 MILES NORTH
 JU3432'OF SMYRNA AND ON STATE HIGHWAY RIGHT-OF-WAY PROPERTY.
 JU3432'
 JU3432'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 13 AND STATE
 JU3432'HIGHWAY 896 ABOUT 6-1/2 MILES NORTH OF SMYRNA, GO SOUTHERLY ON HIGHWAY
 JU3432'13 FOR 3.6 MILES TO THE STATION ON THE LEFT LOCATED IN THE MEDIAN OF
 JU3432'U.S. HIGHWAY 13.
 JU3432'
 JU3432'STATION MARKS, STAMPED LAMBERSON 2 1961 ARE STANDARD DISKS.  THE
 JU3432'SURFACE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 JU3432'ABOUT 2 INCHES BELOW THE GROUND SURFACE.  THE UNDERGROUND MARK IS SET
 JU3432'IN AN IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND
 JU3432'SURFACE.  THEY ARE 84 FEET SOUTHWEST OF A POWER POLE NUMBER 214, 34.5
 JU3432'FEET EAST OF THE CENTER LINE OF THE SOUTH BOUND LANE OF HIGHWAY 13 AND
 JU3432'33.5 FEET WEST OF THE CENTER LINE OF THE NORTH BOUND LANE OF HIGHWAY
 JU3432'13.
 JU3432'
 JU3432'REFERENCE MARK 1, STAMPED LAMBERSON 2 NO 1 1961 IS A STANDARD DISK SET
 JU3432'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS ABOUT 2 INCHES BELOW
 JU3432'THE GROUND SURFACE.  IT IS 53 FEET WEST OF THE CENTER OF THE NORTH
 JU3432'BOUND LANE OF HIGHWAY 13 AND 15.5 FEET EAST OF THE CENTER OF THE SOUTH
 JU3432'BOUND LANE OF HIGHWAY 13.
 JU3432'
 JU3432'REFERENCE MARK 2, STAMPED LAMBERSON 2 NO 2 1961 IS A STANDARD DISK SET
 JU3432'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS ABOUT 2 INCHES BELOW
 JU3432'THE GROUND SURFACE.  IT IS 51 FEET WEST OF THE CENTER OF THE NORTH
 JU3432'BOUND LANE OF HIGHWAY 13 AND 16 FEET EAST OF THE CENTER OF THE SOUTH
 JU3432'BOUND LANE OF HIGHWAY 13.
 JU3432'
 JU3432'AZIMUTH MARK, STAMPED LAMBERSON 2 1961 IS A STANDARD DISK SET IN THE
 JU3432'TOP OF A SQUARE CONCRETE MONUMENT THAT IS ABOUT 4 INCHES BELOW THE
 JU3432'GROUND SURFACE.  IT IS 37.5 FEET EAST OF THE CENTER OF THE SOUTH BOUND
 JU3432'LANE OF HIGHWAY 13, 34.5 FEET WEST OF THE CENTER OF THE NORTH BOUND
 JU3432'LANE OF HIGHWAY 13 AND 5 FEET EAST OF THE EAST EDGE OF A ROW OF
 JU3432'SHRUBS.
 JU3432'
 JU3432'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 JU3432'
 JU3432'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 3 MILES NORTHWEST OF
 JU3432'SMYRNA.
 JU3432
 JU3432                          STATION RECOVERY (1983)
 JU3432
 JU3432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 JU3432'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JU3432'REFERENCE MARK ONE WAS IN THE AREA OF CONSTRUCTION ALONG U.S HIGHWAY
 JU3432'13.  A NEW REFERENCE MARK THREE WAS ESTABLISHED AFTER THE CONSTRUCTION
 JU3432'WAS COMPLETED.  THE DISTANCES AND DIRECTIONS WERE CHECKED AND FOUND TO
 JU3432'BE WITHIN CLOSE AGREEMENT WITH THE MOST INFORMATION AVAILABLE.  FOR
 JU3432'ADITIONAL INFORMATION SEE THE DESCRIPTIONS FOR STATIONS LAMBERSON
 JU3432'1933, LAMBERSON RM 2 AND LAMBERSON 2 AZIMUTH MARK.  A COMPLETE NEW
 JU3432'DESCRIPTION OF THE STATION FOLLOWS.
 JU3432'
 JU3432'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTH OF SMYRNA, 4.8 KM
 JU3432'(3.00 MI) SOUTH OF BLACKBIRD, AND IN THE CENTER DIVIDER OF U.S HIGHWAY
 JU3432'13.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 JU3432'
 JU3432'TO REACH THE STATION FROM THE POST OFFICE IN SMYRNA, GO NORTH ON
 JU3432'MARKET STREET FOR 0.08 KM (0.05 MI) TO A CROSSROADS.  TURN RIGHT AND
 JU3432'GO EAST ON STATE HIGHWAY 6 (COMMENCE STREET) FOR 0.4 KM (0.25 MI) TO A
 JU3432'CROSSROADS.  TURN LEFT AND GO NORTH ON U.S HIGHWAY 13 FOR 3.7 KM
 JU3432'(2.30 MI) TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON U.S
 JU3432'HIGHWAY 13 FOR 0.85 KM (0.50 MI) TO THE STATION ON THE LEFT.
 JU3432'
 JU3432'THE STATION IS A STANDARD,CGS, DISK STAMPED,  ---LAMBERSON 2 1961.
 JU3432'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES, 25 CM IN
 JU3432'DIAMETER ON SIDE, RECESSED, 2 INCHES, 5 CM BELOW THE GROUND. THE
 JU3432'STATION IS LOCATED 49.50 METERS (162.40 FT) SOUTHEAST FORM THE CENTER
 JU3432'OF THE CROSS-OVER LANE, 25.76 METERS (84.51 FT) SOUTH-SOUTHWEST FROM A
 JU3432'POWERLINE POLE NUMBERED J3 214 46223 28497, 10.46 METERS (34.32 FT)
 JU3432'EAST-NORTHEAST FROM THE CENTER OF THE SOUTH BOUND LAND OF U.S HIGHWAY
 JU3432'13, 10.30 METERS (33.79 FT) WEST-SOUTHWEST FROM THE CENTER OF THE
 JU3432'NORTH BOUND LANE OF THE HIGHWAY AND 0.3 METERS (1.0 FT) EAST-NORTHEAST
 JU3432'OF A WITNESS POST.
 JU3432
 JU3432                          STATION RECOVERY (1988)
 JU3432
 JU3432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 JU3432'THE STATION WAS RECOVERED AT THIS DATE.  AS DESCRIBED IN 1977 WITH THE
 JU3432'FOLLOWING CHANGES.
 JU3432'
 JU3432'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTH OF BLACKBIRD, 4.8
 JU3432'KM (3.0 MI) NORTH OF SMYRNA, IN THE MEDIAN OF U.S. HIGHWAY 13.
 JU3432'OWNERSHIP--DELAWARE STATE HIGHWAY RIGHT-OF-WAY.
 JU3432'
 JU3432'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 13 AND STATE
 JU3432'HIGHWAY 6 EAST, COMMERCE STREET, IN SMYRNA, GO NORTH FOR 4.0 KM
 JU3432'(2.5 MI) ON HIGHWAY 13 TO AN ANGLED CROSS ROAD.  CONTINUE STRAIGHT
 JU3432'AHEAD AND GO NORTH FOR 0.4 KM (0.25 MI) ON HIGHWAY 13 TO THE STATION
 JU3432'ON THE LEFT, JUST BEFORE A PAVED MEDIAN CROSSOVER.
 JU3432'
 JU3432'THE STATION IS A STANDARD CGS DISK STAMPED ---LAMBERSON 2 1961---, SET
 JU3432'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON SIDE RECESSED 8 CM
 JU3432'BELOW GROUND.  LOCATED 50.0 METERS (164.0 FT) SOUTH FROM THE CENTER OF
 JU3432'THE MEDIAN CROSSOVER, 26.0 METERS (85.3 FT) SOUTHWEST FROM A POWER
 JU3432'POLE OR 46233 28497 51, 10.6 METERS (34.8 FT) EAST-NORTHEAST FROM THE
 JU3432'CENTER OF THE SOUTH BOUND HIGHWAY LANES, 10.3 METERS (33.7 FT)
 JU3432'WEST-SOUTHWEST FROM THE CENTER OF THE NORTH BOUND HIGHWAY LANES, AND
 JU3432'0.5 METERS (1.5 FT) WEST FROM A FIBERGLASS WITNESS POST.  THE
 JU3432'UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED
 JU3432'---LAMBERSON 2 1961---, SET INTO AN IRREGULAR MASS OF CONCRETE 1.22
 JU3432'METERS BELOW THE SURFACE.
 JU3432'
 JU3432'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 JU3432
 JU3432                          STATION RECOVERY (1989)
 JU3432
 JU3432'RECOVERY NOTE BY TWT CONS ENG 1989
 JU3432'RECOVERED IN GOOD CONDITION.
 JU3432
 JU3432                          STATION RECOVERY (1991)
 JU3432
 JU3432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JU3432'STATION MARK RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT SEARCHED
 JU3432'FOR.  STATION IS LOCATED ABOUT 5 KM (3.1 MI) NORTHWEST OF SMYRNA, IN
 JU3432'THE NARROW MEDIAN OF US HIGHWAY 13. OWNERSHIP--STATE DEPARTMENT OF
 JU3432'TRANSPORTATION.
 JU3432'
 JU3432'TO REACH FROM THE JUNCTION OF US HIGHWAY 13 AND STATE HIGHWAYS 6 WEST
 JU3432'AND 300 IN THE NORTH SECTION OF SMYRNA, GO NORTHWEST ON HIGHWAY 13 FOR
 JU3432'1.92 KM (1.19 MI) TO THE ENTRANCE TO A ROADSIDE REST ON THE RIGHT.
 JU3432'CONTINUE AHEAD FOR 1.57 KM (0.98 MI) TO SMYRNA LANDING ROAD ON THE
 JU3432'RIGHT. CONTINUE AHEAD FOR 0.38 KM (0.24 MI) TO THE STATION ON THE LEFT
 JU3432'AT AN ICE CREAM STAND ON THE RIGHT, JUST BEFORE REACHING A MEDIAN
 JU3432'CROSSOVER.
 JU3432'
 JU3432'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST 2 CM
 JU3432'BELOW GROUND.  IT IS 43.1 M (141.4 FT) SOUTHEAST OF THE EDGE OF THE
 JU3432'CROSSOVER, 10.2 M (33.5 FT) SOUTHWEST OF THE CENTER OF THE NORTHBOUND
 JU3432'LANES, 10.5 M (34.4 FT) NORTHEAST OF THE CENTER OF THE SOUTHBOUND
 JU3432'LANES, 0.5 M (1.6 FT) NORTHEAST OF A FIBERGLASS WITNESS POST, AND 0.5
 JU3432'M (1.6 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.  DESCRIBED BY
 JU3432'G.R.HEID.
 JU3432
 JU3432                          STATION RECOVERY (1996)
 JU3432
 JU3432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 JU3432'RECOVERED AS DESCRIBED.
 JU3432
 JU3432                          STATION RECOVERY (2006)
 JU3432
 JU3432'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 JU3432'RECOVERED IN GOOD CONDITION.
 JU3432
 JU3432                          STATION RECOVERY (2013)
 JU3432
 JU3432'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3432'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AF8153 ***********************************************************************
 AF8153  DESIGNATION -  LAMBERSON 2 AZ MK
 AF8153  PID         -  AF8153
 AF8153  STATE/COUNTY-  DE/NEW CASTLE
 AF8153  COUNTRY     -  US
 AF8153  USGS QUAD   -  SMYRNA (2016)
 AF8153
 AF8153                         *CURRENT SURVEY CONTROL
 AF8153  ______________________________________________________________________
 AF8153* NAD 83(1991) POSITION- 39 19 50.61116(N) 075 37 30.98423(W)   ADJUSTED
 AF8153* NAVD 88 ORTHO HEIGHT -    16.3   (meters)       53.    (feet) VERT ANG
 AF8153  ______________________________________________________________________
 AF8153  GEOID HEIGHT    -        -33.778 (meters)                     GEOID18
 AF8153  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 AF8153  HORZ ORDER      -  THIRD
 AF8153
 AF8153.The horizontal coordinates were established by classical geodetic methods
 AF8153.and adjusted by the National Geodetic Survey in March 1999.
 AF8153
 AF8153.The orthometric height was determined by vertical angle observations.
 AF8153
 AF8153.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF8153.GEOID18 height accuracy estimate available here.
 AF8153
 AF8153.Click photographs - Photos may exist for this station.
 AF8153
 AF8153.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF8153
 AF8153. The following values were computed from the NAD 83(1991) position.
 AF8153
 AF8153;                    North         East     Units Scale Factor Converg.
 AF8153;SPC DE       -   147,742.655   182,013.659   MT  0.99999898   -0 07 56.0
 AF8153;SPC DE       -   484,719.03    597,156.48   sFT  0.99999898   -0 07 56.0
 AF8153;UTM  18      - 4,353,664.948   446,109.227   MT  0.99963576   -0 23 46.7
 AF8153
 AF8153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8153!SPC DE       -   1.00000274  x   0.99999898  =   1.00000172
 AF8153!UTM  18      -   1.00000274  x   0.99963576  =   0.99963850
 AF8153
 AF8153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4610953664(NAD 83)
 AF8153
 AF8153                          SUPERSEDED SURVEY CONTROL
 AF8153
 AF8153.No superseded survey control is available for this station.
 AF8153
 AF8153_MARKER: DZ = AZIMUTH MARK DISK
 AF8153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8153_STAMPING: LAMBERSON 2 1961
 AF8153_MARK LOGO: CGS
 AF8153_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8153+STABILITY: SURFACE MOTION
 AF8153
 AF8153  HISTORY     - Date     Condition        Report By
 AF8153  HISTORY     - 1961     MONUMENTED       CGS
 AF8153  HISTORY     - 19830615 GOOD             NGS
 AF8153  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 AF8153
 AF8153                          STATION DESCRIPTION
 AF8153
 AF8153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 AF8153'THE STATION IS LOCATED 4.1 KM (2.55 MI) NORTH FROM SMYRNA, 4.1 KM
 AF8153'(2.55 MI) SOUTH FROM BLACKBIRD AND IN THE CENTER DIVISION OF U.S
 AF8153'HIGHWAY 13.  TO REACH FROM THE POST OFFICE AT SMYRNA, GO NORTH ON
 AF8153'MARKET STREET FOR 0.08 KM (0.05 MI) TO A CROSSROADS.  TURN RIGHT AND
 AF8153'GO EAST ON STATE HIGHWAY 6 FOR 0.4 KM (0.25 MI) TO A CROSSROADS. TURN
 AF8153'LEFT AND GO NORTHERLY ON U.S HIGHWAY 13 FOR 3.7 KM (2.30 MI) TO THE
 AF8153'STATION.  THE STATION MARK IS A STANDARD CGS AZIMUTH MARK DISK
 AF8153'STAMPED---LAMBERSON 2 1961--- SET IN THE TOP OF A 20 CM SQUARE
 AF8153'CONCRETE POST RECESSED 5 CM BELOW THE GROUND.  IT IS 24.23 METERS
 AF8153'(79.49 FT) WEST-NORTHWEST FROM A POWERLINE POLE, 21.6 METERS (70.9 FT)
 AF8153'EAST-NORTHEAST FROM A 2-FT OAK TREE, 11.3 METERS (37.1 FT) EAST FROM
 AF8153'THE CENTER OF THE SOUTH BOUND LANE OF U.S HIGHWAY 13 AND 0.4 METER
 AF8153'(1.3 FT) EAST FROM A STANDARD METAL WITNESS POST AND SIGN. FOR
 AF8153'ADDITIONAL INFORMATION SEE THE DESCRIPTION FOR TRIANGULATION STATION
 AF8153'LAMBERSON 2 1961.
 AF8153
 AF8153                          STATION RECOVERY (2013)
 AF8153
 AF8153'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 AF8153'POSSIBLY DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AF8152 ***********************************************************************
 AF8152  DESIGNATION -  LAMBERSON RM 2
 AF8152  PID         -  AF8152
 AF8152  STATE/COUNTY-  DE/NEW CASTLE
 AF8152  COUNTRY     -  US
 AF8152  USGS QUAD   -  CLAYTON (2016)
 AF8152
 AF8152                         *CURRENT SURVEY CONTROL
 AF8152  ______________________________________________________________________
 AF8152* NAD 83(1991) POSITION- 39 20 13.44634(N) 075 37 47.35758(W)   ADJUSTED
 AF8152* NAVD 88 ORTHO HEIGHT -    17.91  (meters)       58.8   (feet) LEVELING
 AF8152  ______________________________________________________________________
 AF8152  GEOID HEIGHT    -        -33.762 (meters)                     GEOID18
 AF8152  LAPLACE CORR    -         -2.34  (seconds)                    DEFLEC18
 AF8152  HORZ ORDER      -  THIRD
 AF8152  VERT ORDER      -  THIRD
 AF8152
 AF8152.The horizontal coordinates were established by classical geodetic methods
 AF8152.and adjusted by the National Geodetic Survey in March 1999.
 AF8152
 AF8152.The orthometric height was determined by differential leveling.
 AF8152.The vertical network tie was performed by a horz. field party for horz.
 AF8152.obs reductions. Reset procedures were used to establish the elevation.
 AF8152
 AF8152.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF8152.GEOID18 height accuracy estimate available here.
 AF8152
 AF8152.Click photographs - Photos may exist for this station.
 AF8152
 AF8152.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF8152
 AF8152. The following values were computed from the NAD 83(1991) position.
 AF8152
 AF8152;                    North         East     Units Scale Factor Converg.
 AF8152;SPC DE       -   148,447.790   181,623.171   MT  0.99999916   -0 08 06.4
 AF8152;SPC DE       -   487,032.46    595,875.35   sFT  0.99999916   -0 08 06.4
 AF8152;UTM  18      - 4,354,371.619   445,722.135   MT  0.99963627   -0 23 57.3
 AF8152
 AF8152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8152!SPC DE       -   1.00000249  x   0.99999916  =   1.00000165
 AF8152!UTM  18      -   1.00000249  x   0.99963627  =   0.99963876
 AF8152
 AF8152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4572254371(NAD 83)
 AF8152
 AF8152|---------------------------------------------------------------------|
 AF8152| PID    Reference Object                     Distance      Geod. Az  |
 AF8152|                                                           dddmmss.s |
 AF8152| JU3431 LAMBERSON                            83.196 METERS 12401     |
 AF8152| AF8151 LAMBERSON RM 3                        1.504 METERS 16100     |
 AF8152| JU3432 LAMBERSON 2                          91.721 METERS 19023     |
 AF8152|---------------------------------------------------------------------|
 AF8152
 AF8152                          SUPERSEDED SURVEY CONTROL
 AF8152
 AF8152.No superseded survey control is available for this station.
 AF8152
 AF8152_MARKER: DR = REFERENCE MARK DISK
 AF8152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8152_STAMPING: LAMBERTON NO 2 1933
 AF8152_MARK LOGO: CGS
 AF8152_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8152+STABILITY: SURFACE MOTION
 AF8152
 AF8152  HISTORY     - Date     Condition        Report By
 AF8152  HISTORY     - 1933     MONUMENTED       CGS
 AF8152  HISTORY     - 19830615 GOOD             NGS
 AF8152  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 AF8152
 AF8152                          STATION DESCRIPTION
 AF8152
 AF8152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 AF8152'THE STATION IS LOCATED ABOUT 4-3/4 KM NORTH FROM SMYRNA 4-3/4 KM SOUTH
 AF8152'FROM BLACKBIRD AND JUST EAST OF U.S HIGHWAY 13.  OWNERSHIP--MR HARRY
 AF8152'JARMON, RD NO 1, SMYRNA, DELAWARE.  TO REACH FROM THE POST OFFICE AT
 AF8152'SMYRNA, GO NORTH ON MARKET STREET FOR 0.1 KM (0.05 MI) TO A
 AF8152'CROSSROADS.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 6 FOR 0.4 KM
 AF8152'(0.25 MI) TO A CROSSROADS.  TURN LEFT AND GO NORTHERLY ON U.S HIGHWAY
 AF8152'13 FOR 4.55 KM (2.80 MI) TO THE STATION ON THE RIGHT.  THE STATION IS
 AF8152'A STANDARD CGS REFERENCE MARK DISK STAMPED---LAMBERSON NO 2 1933---SET
 AF8152'IN THE TOP OF A 30 CM ROUND CONCRETE MONUMENT WHICH IS RECESSED 5 CM
 AF8152'BELOW THE SURFACE OF THE GROUND.  IT IS 54.19 METERS (177.79 FT)
 AF8152'EAST-NORTHEAST FROM THE CENTER OF THE NORTH BOUND LANE OF U.S HIGHWAY
 AF8152'13, 43.86 METERS (143.90 FT) NORTH-NORTHWEST FROM A POWERLINE POLE
 AF8152'WITH TWO TRANSFORMERS 32.19 METERS (105.61 FT) WEST-SOUTHWEST FROM THE
 AF8152'SOUTHWEST CORNER OF MR JARMONS HOUSE, 17.22 METERS (56.50 FT)
 AF8152'WEST-SOUTHWEST FROM A 15-INCH CEDAR TREE AND 3.66 METERS (12.01 FT)
 AF8152'SOUTHEAST FROM THE CENTER OF A FARM LANE LEADING TO MR JARMONS HOUSE.
 AF8152'FOR ADDITIONAL INFORMATION SEE THE DESCRIPTION FOR TRIANGULATION
 AF8152'STATIONS LAMBERSON AND LAMBERSON 2.  REFERENCE MARK NO 2, IS A
 AF8152'STANDARD, CGS, DISK STAMPED,---LAMBERSON NO 2 1933---.  SET IN THE TOP
 AF8152'OF A ROUND CONCRETE MONUMENT, 12 INCHES, 30 CM IN DIAMETER ON SIDE,
 AF8152'RECESSED, 2 INCHES, 5 CM BELOW THE GROUND.  THE STATION IS LOCATED
 AF8152'54.19 METERS (177.79 FT) EAST-NORTHEAST FROM THE CENTER OF THE NORTH
 AF8152'BOUND LANE OF U.S HIGHWAY 13, 43.86 METERS (143.90 FT) NORTH-NORTHWEST
 AF8152'FROM THE POWERLINE POLE WITH THE TRANSFORMER, 32.19 METERS (105.61 FT)
 AF8152'WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF MR JARMONS HOUSE, 17.22
 AF8152'METERS (56.50 FT) WEST-SOUTHWEST FROM A 15-INCH CEDAR TREE, 3.66
 AF8152'METERS (12.01 FT) SOUTHEAST FROM THE CENTER OF A FARM LANE LEADING TO
 AF8152'MR JARMONS HOUSE, AND .41 METERS (1.35 FT) HIGHER THAN THE STATION.
 AF8152
 AF8152                          STATION RECOVERY (2013)
 AF8152
 AF8152'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 AF8152'POSSIBLY DESTROYED, UNDER PAVED ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0784 ***********************************************************************
 HU0784  DESIGNATION -  LAUREL
 HU0784  PID         -  HU0784
 HU0784  STATE/COUNTY-  DE/SUSSEX
 HU0784  COUNTRY     -  US
 HU0784  USGS QUAD   -  LAUREL (2016)
 HU0784
 HU0784                         *CURRENT SURVEY CONTROL
 HU0784  ______________________________________________________________________
 HU0784* NAD 83(1991) POSITION- 38 33 56.23797(N) 075 34 33.36910(W)   ADJUSTED
 HU0784* NAVD 88 ORTHO HEIGHT -     9.977 (meters)       32.73  (feet) ADJUSTED
 HU0784  ______________________________________________________________________
 HU0784  GEOID HEIGHT    -        -35.660 (meters)                     GEOID18
 HU0784  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 HU0784  DYNAMIC HEIGHT  -          9.971 (meters)       32.71  (feet) COMP
 HU0784  MODELED GRAVITY -    980,014.9   (mgal)                       NAVD 88
 HU0784
 HU0784  HORZ ORDER      -  SECOND
 HU0784  VERT ORDER      -  FIRST     CLASS I
 HU0784
 HU0784.The horizontal coordinates were established by classical geodetic methods
 HU0784.and adjusted by the National Geodetic Survey in January 1992.
 HU0784
 HU0784.The orthometric height was determined by differential leveling and
 HU0784.adjusted by the NATIONAL GEODETIC SURVEY
 HU0784.in June 1991.
 HU0784
 HU0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0784.GEOID18 height accuracy estimate available here.
 HU0784
 HU0784.Click photographs - Photos may exist for this station.
 HU0784
 HU0784.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU0784
 HU0784.The dynamic height is computed by dividing the NAVD 88
 HU0784.geopotential number by the normal gravity value computed on the
 HU0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0784.degrees latitude (g = 980.6199 gals.).
 HU0784
 HU0784.The modeled gravity was interpolated from observed gravity values.
 HU0784
 HU0784. The following values were computed from the NAD 83(1991) position.
 HU0784
 HU0784;                    North         East     Units Scale Factor Converg.
 HU0784;SPC DE       -    62,796.757   186,119.187   MT  0.99999737   -0 05 57.4
 HU0784;SPC DE       -   206,025.69    610,626.03   sFT  0.99999737   -0 05 57.4
 HU0784;UTM  18      - 4,268,732.163   449,825.025   MT  0.99963100   -0 21 32.6
 HU0784
 HU0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0784!SPC DE       -   1.00000403  x   0.99999737  =   1.00000140
 HU0784!UTM  18      -   1.00000403  x   0.99963100  =   0.99963503
 HU0784
 HU0784:                Primary Azimuth Mark                     Grid Az
 HU0784:SPC DE       -  LAUREL RM 3                              194 06 26.2
 HU0784:UTM  18      -  LAUREL RM 3                              194 22 01.4
 HU0784
 HU0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4982568732(NAD 83)
 HU0784
 HU0784|---------------------------------------------------------------------|
 HU0784| PID    Reference Object                     Distance      Geod. Az  |
 HU0784|                                                           dddmmss.s |
 HU0784| DC7469 LAUREL RM 1                          34.409 METERS 03701     |
 HU0784| HU2006 LAUREL MARVIL PACKING TANK          APPROX. 0.6 KM 1595025.9 |
 HU0784| HU2007 LAUREL WATER TANK                   APPROX. 1.5 KM 1653237.9 |
 HU0784| HU0783 LAUREL RM 2                          33.126 METERS 17703     |
 HU0784| HU0785 LAUREL RM 3                                        1940028.8 |
 HU0784| HU2009 LAUREL EAST POWER LINE TOWER        APPROX. 0.9 KM 2074909.9 |
 HU0784| HU2008 LAUREL WEST POWER LINE TOWER        APPROX. 1.0 KM 2083134.1 |
 HU0784|---------------------------------------------------------------------|
 HU0784
 HU0784                          SUPERSEDED SURVEY CONTROL
 HU0784
 HU0784  NAD 83(1986)-  38 33 56.23103(N)    075 34 33.38941(W) AD(       ) 2
 HU0784  NAD 27      -  38 33 55.81300(N)    075 34 34.65200(W) AD(       ) 2
 HU0784  NGVD 29              10.32   (m)           33.9    (f) LEVELING    3  
 HU0784  NGVD 29 (11/26/84)   10.227  (m)           33.55   (f) ADJUSTED    1 1
 HU0784
 HU0784.Superseded values are not recommended for survey control.
 HU0784
 HU0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0784.See file dsdata.pdf to determine how the superseded data were derived.
 HU0784
 HU0784_MARKER: DS = TRIANGULATION STATION DISK
 HU0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0784_STAMPING: LAUREL 1934
 HU0784_MARK LOGO: CGS
 HU0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0784+STABILITY: SURFACE MOTION
 HU0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0784+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1990
 HU0784
 HU0784  HISTORY     - Date     Condition        Report By
 HU0784  HISTORY     - 1934     MONUMENTED       CGS
 HU0784  HISTORY     - 1945     GOOD             CGS
 HU0784  HISTORY     - 1963     GOOD             CGS
 HU0784  HISTORY     - 1981     GOOD             UDE
 HU0784  HISTORY     - 19901030 GOOD             NGS
 HU0784
 HU0784                          STATION DESCRIPTION
 HU0784
 HU0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 HU0784'STATION IS LOCATED ABOUT 0.15 MILE E OF RAILROAD TRACKS AT N
 HU0784'EDGE OF TOWN, AND ON PROPERTY OWNED BY JOHN COLLINS AND OCCUPIED
 HU0784'BY C.G. AHEARN.  STATION IS 87 FEET NW OF THE SE CORNER OF
 HU0784'HOUSE.  18 FEET E OF AN OLD BARN AND 10 FEET W OF A DIM LANE.
 HU0784'
 HU0784'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 HU0784'DISKS SET IN CONCRETE.
 HU0784'
 HU0784'REFERENCE MARK NO.1 IS 112.89 FEET N OF THE STATION.  52 FEET
 HU0784'S OF THE CENTER LINE OF THE DIRT ROAD IN FRONT OF HOUSE AND 30
 HU0784'FEET E OF THE HOUSE.  IT PROJECTS 3 INCHES ABOVE THE GROUND.
 HU0784'
 HU0784'REFERENCE MARK NO.2 IS 108.68 FEET SE OF STATION 4 FEET NE OF
 HU0784'THE CENTER LINE OF THE DIM LANE.  IT PROJECTS 4 INCHES ABOVE
 HU0784'THE GROUND.
 HU0784'
 HU0784'REFERENCE MARK NO.3, THE AZIMUTH MARK, IS ABOUT 1/4 MILE S OF
 HU0784'STATION 6 PACES E OF THE RAILROAD TRACKS.  11 PACES SE OF A
 HU0784'DIRT ROAD AND 20 PACES S OF THE INTERSECTION OF THE RAILROAD
 HU0784'TRACKS AND THE DIRT ROAD.
 HU0784'
 HU0784'TO REACH FROM LAUREL, AT E MARKET STREET AND U.S. HIGHWAY 13,
 HU0784'TAKE U.S. HIGHWAY 13 N AND GO 0.6 MILE TO FIVE POINTS (GULF
 HU0784'SERVICE STATION ON NE CORNER).  HERE LEAVE PAVEMENT AND TURN
 HU0784'LEFT ON DIRT ROAD, GO 0.3 MILE TO OLD TWO FAMILY BROWN HOUSE
 HU0784'WITH BARN IN BACK ON S SIDE OF ROAD.  TURN IN DRIVE ON E SIDE
 HU0784'OF HOUSE AND GO 75 YARDS TO STATION.
 HU0784
 HU0784                          STATION RECOVERY (1945)
 HU0784
 HU0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (GBW)
 HU0784'THE STATION AND ALL THE REFERENCE MARKS WERE RECOVERED AND ARE
 HU0784'IN GOOD CONDITION.  THE DISTANCES TO R.M.S 1 AND 2 WERE CHAINED
 HU0784'AND CHECKED.  IT IS SUGGESTED THE 1934 DESCRIPTION BE AMENDED AS
 HU0784'FOLLOWS--
 HU0784'
 HU0784'THE STATION IS ON PROPERTY BELONGING TO THE MARVEL PACKING CO. AND
 HU0784'OCCUPIED BY CHARLES D. WEBSTER.  IT 87 FEET SW OF THE
 HU0784'HOUSE.  THE LANE IS NO LONGER VISIBLE AND THE BARN HAS BEEN RAZED.
 HU0784'
 HU0784'R.M. 2 IS IN A CULTIVATED FIELD, ON A SLIGHT RISE.  IT HAS NOT
 HU0784'BEEN PLOWED OVER.
 HU0784'
 HU0784'TO REACH THE STATION FROM LAUREL, AT E. MARKET STREET AND
 HU0784'U.S. HIGHWAY 13, GO N OF ROUTE 13 FOR 0.5 MILE TO FIVE POINTS
 HU0784'(AMOCO GAS STATION ON THE NE CORNER).  TAKE THE FORWARD LEFT (NW)
 HU0784'MACADAM ROAD 0.29 MILE TO AN OLD BROWN HOUSE ON THE LEFT AND THE
 HU0784'STATION.
 HU0784
 HU0784                          STATION RECOVERY (1963)
 HU0784
 HU0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HU0784'0.8 MI N FROM LAUREL.
 HU0784'0.75 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0784'AT LAUREL, THENCE 0.1 MILE EAST ALONG A BLACK TOP STREET, 108.7
 HU0784'FEET NORTHWEST OF REFERENCE MARK LAUREL RM 2 DESCRIBED, 90.5 FEET
 HU0784'SOUTH OF SOUTHEAST CORNER OF A TWO STORY HOUSE SIDED WITH GREEN
 HU0784'SHINGLES, 15.7 FEET NORTH OF SOUTHWEST CORNER OF A FENCE, 2.7 FEET
 HU0784'WEST OF A FENCE LINE, 1 FOOT WEST OF A STEEL WITNESS POST, AND
 HU0784'SET IN THE TOP OF A CONCRETE POST 2 INCHES BELOW SURFACE OF
 HU0784'GROUND.
 HU0784
 HU0784                          STATION RECOVERY (1981)
 HU0784
 HU0784'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0784'RECOVERED IN GOOD CONDITION.
 HU0784
 HU0784                          STATION RECOVERY (1990)
 HU0784
 HU0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0784'IN LAUREL, AT 139 BETHEL ROAD, 33.1 M (108.6 FT) NORTHWEST OF LAUREL
 HU0784'REFERENCE MARK 2, 27.6 M (90.6 FT) SOUTH OF THE SOUTHEAST CORNER OF A
 HU0784'HOUSE AT 139 BETHEL ROAD, 4.8 M (15.7 FT) NORTH OF A FENCE CORNER,
 HU0784'0.5 M (1.6 FT) WEST OF A FENCE, 0.3 M (1.0 FT) WEST OF A WITNESS
 HU0784'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0786 ***********************************************************************
 HU0786  DESIGNATION -  LAUREL RESET
 HU0786  PID         -  HU0786
 HU0786  STATE/COUNTY-  DE/SUSSEX
 HU0786  COUNTRY     -  US
 HU0786  USGS QUAD   -  LAUREL (2016)
 HU0786
 HU0786                         *CURRENT SURVEY CONTROL
 HU0786  ______________________________________________________________________
 HU0786* NAD 83(1986) POSITION- 38 33 20.9    (N) 075 34 23.2    (W)   HD_HELD2
 HU0786* NAVD 88 ORTHO HEIGHT -     8.516 (meters)       27.94  (feet) ADJUSTED
 HU0786  ______________________________________________________________________
 HU0786  GEOID HEIGHT    -        -35.668 (meters)                     GEOID18
 HU0786  DYNAMIC HEIGHT  -          8.511 (meters)       27.92  (feet) COMP
 HU0786  MODELED GRAVITY -    980,014.5   (mgal)                       NAVD 88
 HU0786
 HU0786  VERT ORDER      -  FIRST     CLASS I
 HU0786
 HU0786.The horizontal coordinates were established by autonomous hand held GPS
 HU0786.observations and have an estimated accuracy of +/- 10 meters.
 HU0786
 HU0786.The orthometric height was determined by differential leveling and
 HU0786.adjusted by the NATIONAL GEODETIC SURVEY
 HU0786.in March 1994.
 HU0786
 HU0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0786.GEOID18 height accuracy estimate available here.
 HU0786
 HU0786.Click photographs - Photos may exist for this station.
 HU0786
 HU0786.The dynamic height is computed by dividing the NAVD 88
 HU0786.geopotential number by the normal gravity value computed on the
 HU0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0786.degrees latitude (g = 980.6199 gals.).
 HU0786
 HU0786.The modeled gravity was interpolated from observed gravity values.
 HU0786
 HU0786;                    North         East    Units  Estimated Accuracy
 HU0786;SPC DE       -    61,707.      186,364.      MT  (+/- 10 meters HH2 GPS)
 HU0786
 HU0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5006467641(NAD 83)
 HU0786
 HU0786                          SUPERSEDED SURVEY CONTROL
 HU0786
 HU0786  NAVD 88 (06/15/91)    8.508  (m)           27.91   (f) SUPERSEDED  1 1
 HU0786  NGVD 29 (11/26/84)    8.757  (m)           28.73   (f) ADJUSTED    1 1
 HU0786
 HU0786.Superseded values are not recommended for survey control.
 HU0786
 HU0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0786.See file dsdata.pdf to determine how the superseded data were derived.
 HU0786
 HU0786_MARKER: DB = BENCH MARK DISK
 HU0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0786_STAMPING: LAUREL RESET 1948
 HU0786_MARK LOGO: CGS
 HU0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0786+STABILITY: SURFACE MOTION
 HU0786_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0786+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2013
 HU0786
 HU0786  HISTORY     - Date     Condition        Report By
 HU0786  HISTORY     - 1948     MONUMENTED       CGS
 HU0786  HISTORY     - 1963     GOOD             CGS
 HU0786  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0786  HISTORY     - 19901030 POOR             NGS
 HU0786  HISTORY     - 20130611 GOOD             DELCOS
 HU0786
 HU0786                          STATION DESCRIPTION
 HU0786
 HU0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0786'AT LAUREL.
 HU0786'AT LAUREL, AT THE PENNSYLVANIA RAILROAD STATION, IN THE LAWN EAST
 HU0786'OF THE STATION, 60.2 FEET NORTHEAST OF SOUTHEAST CORNER OF
 HU0786'STATION, 25.5 FEET SOUTHEAST OF NORTHEAST CORNER OF STATION,
 HU0786'7 1/2 FEET SOUTHEAST OF A FIRE HYDRANT, AND SET IN THE TOP OF A
 HU0786'CONCRETE POST PROJECTING 13 INCHES.
 HU0786
 HU0786                          STATION RECOVERY (1981)
 HU0786
 HU0786'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0786'MARK NOT FOUND.
 HU0786
 HU0786                          STATION RECOVERY (1990)
 HU0786
 HU0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0786'IN LAUREL, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND MECHANIC
 HU0786'STREET, 47.0 M (154.2 FT) NORTH OF THE STREET CENTER, 26.3 M
 HU0786'(86.3 FT) EAST OF THE NEAR RAIL, 14.0 M (45.9 FT) EAST OF THE
 HU0786'NORTHEAST CORNER OF THE OF THE LAUREL TOWN OFFICE BUILDING (OLD
 HU0786'RAILROAD STATION), 7.7 M (25.3 FT) NORTHEAST OF A FLAG POLE, AND THE
 HU0786'MONUMENT PROJECTS 0.5 M (1.6 FT) ABOVE THE GROUND SURFACE.  NOTE--THE
 HU0786'MONUMENT IS LOOSE AND MAY BE BROKEN BELOW THE GROUND SURFACE.
 HU0786
 HU0786                          STATION RECOVERY (2013)
 HU0786
 HU0786'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0786'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0783 ***********************************************************************
 HU0783  DESIGNATION -  LAUREL RM 2
 HU0783  PID         -  HU0783
 HU0783  STATE/COUNTY-  DE/SUSSEX
 HU0783  COUNTRY     -  US
 HU0783  USGS QUAD   -  LAUREL (2016)
 HU0783
 HU0783                         *CURRENT SURVEY CONTROL
 HU0783  ______________________________________________________________________
 HU0783* NAD 83(1986) POSITION- 38 33 55.17   (N) 075 34 33.30   (W)   HD_HELD1
 HU0783* NAVD 88 ORTHO HEIGHT -     9.938 (meters)       32.60  (feet) ADJUSTED
 HU0783  ______________________________________________________________________
 HU0783  GEOID HEIGHT    -        -35.660 (meters)                     GEOID18
 HU0783  DYNAMIC HEIGHT  -          9.931 (meters)       32.58  (feet) COMP
 HU0783  MODELED GRAVITY -    980,014.9   (mgal)                       NAVD 88
 HU0783
 HU0783  VERT ORDER      -  FIRST     CLASS I
 HU0783
 HU0783.The horizontal coordinates were determined by differentially corrected
 HU0783.hand held GPS observations or other comparable positioning techniques
 HU0783.and have an estimated accuracy of +/- 3 meters.
 HU0783
 HU0783.The orthometric height was determined by differential leveling and
 HU0783.adjusted by the NATIONAL GEODETIC SURVEY
 HU0783.in June 1991.
 HU0783
 HU0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0783.GEOID18 height accuracy estimate available here.
 HU0783
 HU0783.Click photographs - Photos may exist for this station.
 HU0783
 HU0783.The dynamic height is computed by dividing the NAVD 88
 HU0783.geopotential number by the normal gravity value computed on the
 HU0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0783.degrees latitude (g = 980.6199 gals.).
 HU0783
 HU0783.The modeled gravity was interpolated from observed gravity values.
 HU0783
 HU0783;                    North         East    Units  Estimated Accuracy
 HU0783;SPC DE       -    62,763.8     186,120.8     MT  (+/- 3 meters HH1 GPS) 
 HU0783
 HU0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4982668699(NAD 83)
 HU0783
 HU0783                          SUPERSEDED SURVEY CONTROL
 HU0783
 HU0783  NGVD 29 (11/26/84)   10.187  (m)           33.42   (f) ADJUSTED    1 1
 HU0783
 HU0783.Superseded values are not recommended for survey control.
 HU0783
 HU0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0783.See file dsdata.pdf to determine how the superseded data were derived.
 HU0783
 HU0783_MARKER: DR = REFERENCE MARK DISK
 HU0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0783_STAMPING: LAUREL NO 2 1934
 HU0783_MARK LOGO: CGS
 HU0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0783+STABILITY: SURFACE MOTION
 HU0783_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0783+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1990
 HU0783
 HU0783  HISTORY     - Date     Condition        Report By
 HU0783  HISTORY     - 1934     MONUMENTED       CGS
 HU0783  HISTORY     - 1963     GOOD             CGS
 HU0783  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0783  HISTORY     - 19901030 GOOD             NGS
 HU0783  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0783
 HU0783                          STATION DESCRIPTION
 HU0783
 HU0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0783'0.8 MI N FROM LAUREL.
 HU0783'0.75 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0783'AT LAUREL, THENCE 0.1 MILE EAST ALONG A BLACK TOP STREET, 92 FEET
 HU0783'NORTH OF CENTER LINE OF THE STREET, 123 FEET NORTHEAST AND ACROSS
 HU0783'STREET FROM POWER POLE 13M, 108.7 FEET SOUTHEAST OF TRIANGULATION
 HU0783'STATION LAUREL DESCRIBED, AND SET IN THE TOP OF A CONCRETE POST
 HU0783'PROJECTING 2 INCHES.
 HU0783
 HU0783                          STATION RECOVERY (1981)
 HU0783
 HU0783'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0783'MARK NOT FOUND.
 HU0783
 HU0783                          STATION RECOVERY (1990)
 HU0783
 HU0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0783'IN LAUREL, AT 132 MARVIL DRIVE, 33.1 M (108.6 FT) SOUTHEAST OF
 HU0783'TRIANGULATION STATION LAUREL, 7.9 M (25.9 FT) WEST OF THE NORTHEAST
 HU0783'CORNER OF A HOUSE AT 132 MARVIL DRIVE, 6.9 M (22.6 FT) EAST OF THE
 HU0783'NORTHWEST CORNER OF THE HOUSE, 2.6 M (8.5 FT) NORTH OF THE NORTH FACE
 HU0783'OF THE HOUSE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 HU0783'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY BURTON COLMAN, 132 MARVIL
 HU0783'DRIVE, LAUREL, DE 19956, TELEPHONE NUMBER (302) 875-7459.
 HU0783
 HU0783                          STATION RECOVERY (2013)
 HU0783
 HU0783'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0783'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0785 ***********************************************************************
 HU0785  DESIGNATION -  LAUREL RM 3
 HU0785  PID         -  HU0785
 HU0785  STATE/COUNTY-  DE/SUSSEX
 HU0785  COUNTRY     -  US
 HU0785  USGS QUAD   -  LAUREL (2016)
 HU0785
 HU0785                         *CURRENT SURVEY CONTROL
 HU0785  ______________________________________________________________________
 HU0785* NAD 83(1986) POSITION- 38 33 44.     (N) 075 34 38.     (W)   SCALED
 HU0785* NAVD 88 ORTHO HEIGHT -     7.715 (meters)       25.31  (feet) ADJUSTED
 HU0785  ______________________________________________________________________
 HU0785  GEOID HEIGHT    -        -35.662 (meters)                     GEOID18
 HU0785  DYNAMIC HEIGHT  -          7.710 (meters)       25.30  (feet) COMP
 HU0785  MODELED GRAVITY -    980,014.7   (mgal)                       NAVD 88
 HU0785
 HU0785  VERT ORDER      -  FIRST     CLASS I
 HU0785
 HU0785.The horizontal coordinates were scaled from a map and have
 HU0785.an estimated accuracy of +/- 6 seconds.
 HU0785
 HU0785.The orthometric height was determined by differential leveling and
 HU0785.adjusted by the NATIONAL GEODETIC SURVEY
 HU0785.in June 1991.
 HU0785
 HU0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0785.GEOID18 height accuracy estimate available here.
 HU0785
 HU0785.Click photographs - Photos may exist for this station.
 HU0785
 HU0785.The dynamic height is computed by dividing the NAVD 88
 HU0785.geopotential number by the normal gravity value computed on the
 HU0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0785.degrees latitude (g = 980.6199 gals.).
 HU0785
 HU0785.The modeled gravity was interpolated from observed gravity values.
 HU0785
 HU0785;                    North         East    Units  Estimated Accuracy
 HU0785;SPC DE       -    62,420.      186,010.      MT  (+/- 180 meters Scaled)
 HU0785
 HU0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH497683(NAD 83)
 HU0785
 HU0785                          SUPERSEDED SURVEY CONTROL
 HU0785
 HU0785  NGVD 29 (11/26/84)    7.964  (m)           26.13   (f) ADJUSTED    1 1
 HU0785
 HU0785.Superseded values are not recommended for survey control.
 HU0785
 HU0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0785.See file dsdata.pdf to determine how the superseded data were derived.
 HU0785
 HU0785_MARKER: DR = REFERENCE MARK DISK
 HU0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0785_STAMPING: LAUREL NO 3 1934
 HU0785_MARK LOGO: CGS
 HU0785_PROJECTION: RECESSED 8 CENTIMETERS
 HU0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0785+STABILITY: SURFACE MOTION
 HU0785
 HU0785  HISTORY     - Date     Condition        Report By
 HU0785  HISTORY     - 1934     MONUMENTED       CGS
 HU0785  HISTORY     - 1963     GOOD             CGS
 HU0785  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0785  HISTORY     - 19901030 MARK NOT FOUND   NGS
 HU0785
 HU0785                          STATION DESCRIPTION
 HU0785
 HU0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0785'0.5 MI N FROM LAUREL.
 HU0785'0.5 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0785'AT LAUREL, AT MILEPOST 90, AT A DIRT ROAD CROSSING, 63 FEET
 HU0785'SOUTHEAST OF CENTER OF THE CROSSING, 20 FEET EAST OF EAST RAIL,
 HU0785'273 FEET NORTH AND ACROSS TRACK FROM MILEPOST, 12 1/2 FEET SOUTH
 HU0785'OF POWER POLE LR1A, 1.5 FEET NORTH OF A STEEL WITNESS POST, ABOUT
 HU0785'LEVEL WITH TRACK, AND SET IN THE TOP OF A CONCRETE POST 3 INCHES
 HU0785'BELOW SURFACE OF GROUND.
 HU0785
 HU0785                          STATION RECOVERY (1981)
 HU0785
 HU0785'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0785'MARK NOT FOUND.
 HU0785
 HU0785                          STATION RECOVERY (1990)
 HU0785
 HU0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0785'THE MONUMENT MAY HAVE BEEN DESTROYED DUE TO UNDERGROUND CABLE
 HU0785'INSTALLATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2007 ***********************************************************************
 HU2007  DESIGNATION -  LAUREL WATER TANK
 HU2007  PID         -  HU2007
 HU2007  STATE/COUNTY-  DE/SUSSEX
 HU2007  COUNTRY     -  US
 HU2007  USGS QUAD   -  LAUREL (2016)
 HU2007
 HU2007                         *CURRENT SURVEY CONTROL
 HU2007  ______________________________________________________________________
 HU2007* NAD 83(1991) POSITION- 38 33 10.19723(N) 075 34 18.25393(W)   ADJUSTED
 HU2007  ______________________________________________________________________
 HU2007  GEOID HEIGHT    -        -35.670 (meters)                     GEOID18
 HU2007  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 HU2007  HORZ ORDER      -  THIRD
 HU2007
 HU2007.The horizontal coordinates were established by classical geodetic methods
 HU2007.and adjusted by the National Geodetic Survey in January 1992.
 HU2007
 HU2007.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2007.GEOID18 height accuracy estimate available here.
 HU2007
 HU2007.Click photographs - Photos may exist for this station.
 HU2007
 HU2007.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2007
 HU2007. The following values were computed from the NAD 83(1991) position.
 HU2007
 HU2007;                    North         East     Units Scale Factor Converg.
 HU2007;SPC DE       -    61,376.457   186,482.719   MT  0.99999725   -0 05 47.9
 HU2007;SPC DE       -   201,365.93    611,818.72   sFT  0.99999725   -0 05 47.9
 HU2007;UTM  18      - 4,267,310.751   450,181.983   MT  0.99963056   -0 21 22.8
 HU2007
 HU2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5018167310(NAD 83)
 HU2007
 HU2007                          SUPERSEDED SURVEY CONTROL
 HU2007
 HU2007  NAD 83(1986)-  38 33 10.19018(N)    075 34 18.27438(W) AD(       ) 3
 HU2007  NAD 27      -  38 33 09.76300(N)    075 34 19.53600(W) AD(       ) 3
 HU2007
 HU2007.Superseded values are not recommended for survey control.
 HU2007
 HU2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2007.See file dsdata.pdf to determine how the superseded data were derived.
 HU2007
 HU2007_MARKER: 53 = ELEVATED TANK
 HU2007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2007+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2009
 HU2007
 HU2007  HISTORY     - Date     Condition        Report By
 HU2007  HISTORY     - 1934     FIRST OBSERVED   CGS
 HU2007  HISTORY     - 1945     GOOD             CGS
 HU2007  HISTORY     - 1962     GOOD             CGS
 HU2007  HISTORY     - 20090323 GOOD             GEOCAC
 HU2007
 HU2007                          STATION DESCRIPTION
 HU2007
 HU2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (GBW)
 HU2007'STATION IS A MUNICIPAL ELEVATED SILVER WATER TANK ABOUT 125 FEET
 HU2007'IN HEIGHT LOCATED ABOUT 20 METERS E OF THE CENTER LINE OF
 HU2007'POPLAR STREET, IN THE SOUTH-CENTRAL SECTION OF THE TOWN.  THERE
 HU2007'IS A WEATHER VANE AT THE TOP OF THE TANK.  MR. J.W. OLDFIELD
 HU2007'OF LAUREL, STATES THIS TANK WAS CONSTRUCTED PRIOR TO 1934.
 HU2007
 HU2007                          STATION RECOVERY (1962)
 HU2007
 HU2007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU2007'THE STATION IS THE BALL SHAPED VENT AT THE APEX AND CENTER OF
 HU2007'THE ROOF OF THE MUNICIPAL WATER TANK.  LOCATED IN THE SOUTH
 HU2007'CENTRAL SECTION OF TOWN.  IT IS A 4-LACED STEEL CHANNEL COLUMNS
 HU2007'LEGS WITH A LONG SLENDER TANK, A CONICAL SHAPED ROOF WITH A BALL
 HU2007'SHAPED VENT MOUNTED AT THE APEX AND CENTER OF THE ROOF.  THE
 HU2007'STRUCTURE IS PAINTED SILVER AND THE OVERALL HEIGHT IS
 HU2007'APPROXIMATELY 110.0 FEET.
 HU2007
 HU2007                          STATION RECOVERY (2009)
 HU2007
 HU2007'RECOVERY NOTE BY GEOCACHING 2009 (DPB)
 HU2007'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1978 ***********************************************************************
 HU1978  DESIGNATION -  LEDENHAM
 HU1978  PID         -  HU1978
 HU1978  STATE/COUNTY-  DE/SUSSEX
 HU1978  COUNTRY     -  US
 HU1978  USGS QUAD   -  HICKMAN (2016)
 HU1978
 HU1978                         *CURRENT SURVEY CONTROL
 HU1978  ______________________________________________________________________
 HU1978* NAD 83(1991) POSITION- 38 49 21.18634(N) 075 43 19.94487(W)   ADJUSTED
 HU1978* NAVD 88 ORTHO HEIGHT -    16.0   (meters)       52.    (feet) VERTCON3
 HU1978  ______________________________________________________________________
 HU1978  GEOID HEIGHT    -        -35.170 (meters)                     GEOID18
 HU1978  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 HU1978  HORZ ORDER      -  SECOND
 HU1978
 HU1978.The horizontal coordinates were established by classical geodetic methods
 HU1978.and adjusted by the National Geodetic Survey in January 1992.
 HU1978
 HU1978.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1978
 HU1978.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1978.GEOID18 height accuracy estimate available here.
 HU1978
 HU1978.Click photographs - Photos may exist for this station.
 HU1978
 HU1978.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1978
 HU1978. The following values were computed from the NAD 83(1991) position.
 HU1978
 HU1978;                    North         East     Units Scale Factor Converg.
 HU1978;SPC DE       -    91,350.661   173,466.270   MT  1.00000367   -0 11 29.6
 HU1978;SPC DE       -   299,706.29    569,113.92   sFT  1.00000367   -0 11 29.6
 HU1978;SPC MD       -   129,084.548   510,957.427   MT  0.99995028   +0 48 07.2
 HU1978;SPC MD       -   423,504.89  1,676,366.16   sFT  0.99995028   +0 48 07.2
 HU1978;UTM  18      - 4,297,332.975   437,306.575   MT  0.99964840   -0 27 10.0
 HU1978
 HU1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1978!SPC DE       -   1.00000301  x   1.00000367  =   1.00000668
 HU1978!SPC MD       -   1.00000301  x   0.99995028  =   0.99995329
 HU1978!UTM  18      -   1.00000301  x   0.99964840  =   0.99965141
 HU1978
 HU1978:                Primary Azimuth Mark                     Grid Az
 HU1978:SPC DE       -  LEDENHAM AZ MK RESET                     356 15 32.4
 HU1978:SPC MD       -  LEDENHAM AZ MK RESET                     355 15 55.6
 HU1978:UTM  18      -  LEDENHAM AZ MK RESET                     356 31 12.8
 HU1978
 HU1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3730697332(NAD 83)
 HU1978
 HU1978|---------------------------------------------------------------------|
 HU1978| PID    Reference Object                     Distance      Geod. Az  |
 HU1978|                                                           dddmmss.s |
 HU1978| DC7474 LEDENHAM RM 1                         8.851 METERS 12729     |
 HU1978| HU1981 LEDENHAM AZ MK                      APPROX. 0.6 KM 2680942.8 |
 HU1978| HU1962 BOUNDARY MONUMENT 25 DE MD            1.906 METERS 31236     |
 HU1978| DC7475 LEDENHAM RM 2                        11.595 METERS 35140     |
 HU1978| DC7476 LEDENHAM AZ MK RESET                               3560402.8 |
 HU1978|---------------------------------------------------------------------|
 HU1978
 HU1978                          SUPERSEDED SURVEY CONTROL
 HU1978
 HU1978  NAD 83(1986)-  38 49 21.17966(N)    075 43 19.96045(W) AD(       ) 2
 HU1978  NAD 27      -  38 49 20.77030(N)    075 43 21.21720(W) AD(       ) 2
 HU1978  NGVD 29 (07/19/86)   16.2    (m)           53.     (f) VERT ANG       
 HU1978
 HU1978.Superseded values are not recommended for survey control.
 HU1978
 HU1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1978.See file dsdata.pdf to determine how the superseded data were derived.
 HU1978
 HU1978_MARKER: DS = TRIANGULATION STATION DISK
 HU1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1978_STAMPING: LEDENHAM 1961
 HU1978_MARK LOGO: CGS
 HU1978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1978+STABILITY: SURFACE MOTION
 HU1978
 HU1978  HISTORY     - Date     Condition        Report By
 HU1978  HISTORY     - 1962     MONUMENTED       CGS
 HU1978  HISTORY     - 1962     GOOD             CGS
 HU1978  HISTORY     - 20071001 GOOD             GEOCAC
 HU1978
 HU1978                          STATION DESCRIPTION
 HU1978
 HU1978'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1978'THE STATION IS LOCATED ALONG THE EAST RIGHT-OF-WAY OF A
 HU1978'NARROW DIRT ROAD, ABOUT 7.0 MILES SOUTHEAST OF DENTON,
 HU1978'MARYLAND AND 1.0 MILE SOUTH OF THE SMALL SETTLEMENT OF HICKMAN.
 HU1978'
 HU1978'TO REACH THE STATION FROM THE POST OFFICE IN DENTON.  GO
 HU1978'SOUTH ON STATE HIGHWAY 404 FOR 5.7 MILES TO THE JUNCTION OF
 HU1978'STATE HIGHWAYS 404 AND 16.  TURN LEFT AND GO EAST ON STATE
 HU1978'HIGHWAY 16 FOR 2.4 MILES TO A CROSSROAD AT THE SOUTH EDGE
 HU1978'OF HICKMAN AT THE STATE LINE.  TURN RIGHT AND GO SOUTH ON
 HU1978'A GRAVELED ROAD FOR 0.75 MILE TO A DRIVEWAY, BOUNDARY MONUMENT
 HU1978'NO. 25, A STANDARD METAL WITNESS POST AND MARKER AND THE
 HU1978'STATION ON THE LEFT, EAST SIDE OF THE GRAVELED ROAD.
 HU1978'
 HU1978'TO REACH THE AZIMUTH MARK FROM THE STATION.  GO WEST ON A
 HU1978'GRAVELED ROAD FOR 0.1 MILE TO A T-ROAD INTERSECTION.  CONTINUE
 HU1978'WEST ON A GRAVELED ROAD FOR 0.25 MILE TO A STANDARD METAL
 HU1978'WITNESS POST AND MARKER, POWERLINE POLE NO. 6124334 AND THE
 HU1978'AZIMUTH MARK ON THE RIGHT, NORTH, SIDE OF THE ROAD.
 HU1978'
 HU1978'THE STATION MARK, A STANDARD DISK STAMPED LEDENHAM 1961, IS
 HU1978'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 HU1978'THE SURFACE OF THE GROUND.  IT IS 22.5 FEET EAST OF THE
 HU1978'CENTERLINE OF A GRAVELED ROAD, 9.5 FEET NORTH OF THE CENTERLINE
 HU1978'OF A DRIVEWAY AND 2.4 FEET NORTHEAST OF A STANDARD METAL
 HU1978'WITNESS POST AND MARKER.
 HU1978'
 HU1978'REFERENCE MARK 1, A STANDARD DISK STAMPED LEDENHAM NO 1 1961,
 HU1978'IS SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 HU1978'THE SURFACE OF THE GROUND.  IT IS 27.2 FEET NORTH-NORTHEAST
 HU1978'OF A STANDARD METAL WITNESS POST AND MARKER, 45.0 FEET EAST
 HU1978'OF THE CENTERLINE OF A GRAVELED ROAD, 9.5 FEET NORTHWEST OF
 HU1978'THE CENTERLINE OF A DRIVEWAY AND 3.0 FEET NORTHWEST OF A
 HU1978'12-INCH APPLE TREE.
 HU1978'
 HU1978'REFERENCE MARK 2, A STANDARD DISK STAMPED LEDENHAM NO 2 1961,
 HU1978'IS SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT ABOUT 2
 HU1978'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 40.5 FEET
 HU1978'NORTHEAST OF A STANDARD METAL WITNESS POST AND MARKER AND
 HU1978'19.0 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD.
 HU1978'
 HU1978'THE AZIMUTH MARK, A STANDARD DISK STAMPED LEDENHAM 1961,
 HU1978'IS SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT ABOUT 2
 HU1978'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 18.0 FEET NORTH
 HU1978'OF THE CENTERLINE OF A GRAVELED ROAD, 2.4 FEET NORTHEAST
 HU1978'OF A STANDARD METAL WITNESS POST AND MARKER AND 2.2 FEET
 HU1978'EAST OF POWERLINE POLE NO. 61-24-3-34.
 HU1978'
 HU1978'BOUNDARY MONUMENT NO. 25, A 12-INCH SQUARE GRANITE STONE
 HU1978'ABOUT 30 INCHES ABOVE THE SURFACE OF THE GROUND.  IT HAS THE
 HU1978'COAT OF ARMS ON THE EAST AND WEST SIDES, SET PLUMB AND IS IN
 HU1978'GOOD CONDITION.  IT IS IN A NORTH AND SOUTH FENCELINE, ABOUT
 HU1978'18.5 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD, 9.5 FEET
 HU1978'NORTH OF THE CENTERLINE OF A GRAVELED DRIVEWAY AND 4.6 FEET
 HU1978'WEST OF A STANDARD METAL WITNESS POST AND MARKER.
 HU1978'
 HU1978'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 HU1978
 HU1978                          STATION RECOVERY (1962)
 HU1978
 HU1978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JS)
 HU1978'STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 HU1978'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  BECAUSE OF
 HU1978'ROAD IMPROVEMENT A NEW AZIMUTH MARK WAS SET, AND UNTIL THE
 HU1978'ORIGINAL AZIMUTH MARK IS DESTROYED IT CAN BE REACHED AS
 HU1978'PREVIOUSLY DESCRIBED.
 HU1978'
 HU1978'A NEW DESCRIPTION TO REACH THE STATION AND FOR THE RESET
 HU1978'AZIMUTH MARK FOLLOWS--TO REACH THE STATION FROM THE POST
 HU1978'OFFICE IN DENTON.  GO SOUTH ON STATE HIGHWAY 404 FOR 5.7
 HU1978'MILES TO THE JUNCTION OF STATE HIGHWAYS 404 AND 16.  TURN LEFT
 HU1978'AND GO EAST ON STATE HIGHWAY 16 FOR 2.4 MILES TO A CROSSROAD
 HU1978'AT THE SOUTH EDGE OF HICKMAN AT THE STATE LINE AND THE
 HU1978'AZIMUTH MARK ON SOUTHWEST CORNER AS DESCRIBED.  TURN RIGHT
 HU1978'AND GO SOUTH ON A GRAVEL ROAD FOR 0.7 MILE TO WHERE ROAD
 HU1978'CURVES TO WEST, CONTINUE SOUTH ON NARROW GRAVEL ROAD FOR
 HU1978'0.05 MILE TO FIRST DIRT DRIVEWAY ON LEFT.  BOUNDARY MONUMENT
 HU1978'NO. 25, A STANDARD METAL WITNESS POST AND MARKER, AND THE
 HU1978'STATION ARE AT THE NORTHEAST CORNER OF NARROW GRAVEL ROAD
 HU1978'AND DIRT DRIVEWAY AS DESCRIBED.
 HU1978'
 HU1978'THE AZIMUTH MARK, A STANDARD DISK STAMPED LEDENHAM 1961
 HU1978'RESET 1962, IS SET IN TOP OF A 10-INCH SQUARE CONCRETE
 HU1978'MONUMENT FLUSH WITH THE GROUND.  IT IS 53.0 FEET SOUTHWEST
 HU1978'OF THE CENTERLINE INTERSECTION OF STATE HIGHWAY 404 AND THE
 HU1978'ROAD LEADING TO HICKMAN, MARYLAND, AT THE DELAWARE STATE
 HU1978'LINE.  25.0 FEET WEST OF THE CENTERLINE OF GRAVEL ROAD, 48.0
 HU1978'FEET NORTHWEST OF GUY-POLE NO. 14XAC 71S, 3.0 FEET
 HU1978'SOUTHWEST OF A METAL UNDERGROUND TELEPHONE CABLE POST, AND
 HU1978'43.0 FEET SOUTH OF STATE HIGHWAY 404.  THE SOUTHEAST CORNER
 HU1978'OF THE BRICK CHIMNEY OF THE STORE AT THE NORTHWEST CORNER
 HU1978'OF THE ROAD INTERSECTION IS IN LINE WITH THE AZIMUTH MARK.
 HU1978
 HU1978                          STATION RECOVERY (2007)
 HU1978
 HU1978'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 HU1978'THE STATION IS FLUSH WITH THE SURFACE AND 22.5 FEET EAST OF THE
 HU1978'CENTERLINE OF THE PAVED SOUTHERN EXTENSION OF LIDEN SCHOOL ROAD, ABOUT
 HU1978'0.65 MILES SOUTH OF THE INTERSECTION WITH MARYLAND STATE HIGHWAY 16.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3451 ***********************************************************************
 JU3451  DESIGNATION -  LEE
 JU3451  PID         -  JU3451
 JU3451  STATE/COUNTY-  DE/KENT
 JU3451  COUNTRY     -  US
 JU3451  USGS QUAD   -  MARYDEL (2016)
 JU3451
 JU3451                         *CURRENT SURVEY CONTROL
 JU3451  ______________________________________________________________________
 JU3451* NAD 83(1991) POSITION- 39 03 20.62402(N) 075 44 26.55715(W)   ADJUSTED
 JU3451* NAVD 88 ORTHO HEIGHT -    14.2   (meters)       47.    (feet) VERTCON3
 JU3451  ______________________________________________________________________
 JU3451  GEOID HEIGHT    -        -34.427 (meters)                     GEOID18
 JU3451  LAPLACE CORR    -         -3.53  (seconds)                    DEFLEC18
 JU3451  HORZ ORDER      -  SECOND
 JU3451
 JU3451.The horizontal coordinates were established by classical geodetic methods
 JU3451.and adjusted by the National Geodetic Survey in January 1992.
 JU3451
 JU3451.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3451
 JU3451.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3451.GEOID18 height accuracy estimate available here.
 JU3451
 JU3451.Click photographs - Photos may exist for this station.
 JU3451
 JU3451.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3451
 JU3451. The following values were computed from the NAD 83(1991) position.
 JU3451
 JU3451;                    North         East     Units Scale Factor Converg.
 JU3451;SPC DE       -   117,242.155   171,951.406   MT  1.00000468   -0 12 15.0
 JU3451;SPC DE       -   384,651.97    564,143.90   sFT  1.00000468   -0 12 15.0
 JU3451;SPC MD       -   154,944.494   508,993.724   MT  0.99995476   +0 47 25.3
 JU3451;SPC MD       -   508,347.06  1,669,923.58   sFT  0.99995476   +0 47 25.3
 JU3451;UTM  18      - 4,323,221.937   435,910.567   MT  0.99965058   -0 28 00.2
 JU3451
 JU3451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3451!SPC DE       -   1.00000318  x   1.00000468  =   1.00000786
 JU3451!SPC MD       -   1.00000318  x   0.99995476  =   0.99995794
 JU3451!UTM  18      -   1.00000318  x   0.99965058  =   0.99965376
 JU3451
 JU3451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3591023221(NAD 83)
 JU3451
 JU3451|---------------------------------------------------------------------|
 JU3451| PID    Reference Object                     Distance      Geod. Az  |
 JU3451|                                                           dddmmss.s |
 JU3451| CB2164 LEE RM 1                              9.251 METERS 07250     |
 JU3451| JU3450 BOUNDARY MONUMENT 41 DEL MD         109.167 METERS 17842     |
 JU3451| CB2165 LEE RM 2                             10.719 METERS 19408     |
 JU3451| JU3461 LEE AZIMUTH MARK                    352.135 METERS 27858     |
 JU3451|---------------------------------------------------------------------|
 JU3451
 JU3451                          SUPERSEDED SURVEY CONTROL
 JU3451
 JU3451  NAD 83(1986)-  39 03 20.61531(N)    075 44 26.56888(W) AD(       ) 2
 JU3451  NAD 27      -  39 03 20.20900(N)    075 44 27.81480(W) AD(       ) 2
 JU3451  NGVD 29 (07/19/86)   14.4    (m)           47.     (f) VERT ANG       
 JU3451
 JU3451.Superseded values are not recommended for survey control.
 JU3451
 JU3451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3451.See file dsdata.pdf to determine how the superseded data were derived.
 JU3451
 JU3451_MARKER: DS = TRIANGULATION STATION DISK
 JU3451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3451_STAMPING: LEE 1961
 JU3451_MARK LOGO: CGS
 JU3451_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU3451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3451+STABILITY: SURFACE MOTION
 JU3451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3451+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2010
 JU3451
 JU3451  HISTORY     - Date     Condition        Report By
 JU3451  HISTORY     - 1961     MONUMENTED       CGS
 JU3451  HISTORY     - 20100528 GOOD             BECMOR
 JU3451  HISTORY     - 20120322 MARK NOT FOUND   DELCOS
 JU3451
 JU3451                          STATION DESCRIPTION
 JU3451
 JU3451'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3451'THE STATION IS LOCATED ABOUT 3.0 MILES NORTHWEST OF GOLDSBORO
 JU3451'MARYLAND, 2.0 MILES SOUTHEAST OF HENDERSON MARYLAND AND ON
 JU3451'PROPERTY OWNED BY MR. CHRISTOPHER LEE WHO LIVES IN THE HOUSE
 JU3451'SOUTH OF THE STATION.
 JU3451'
 JU3451'TO REACH THE STATION FROM THE MAIN CROSSROADS AT THE POST
 JU3451'OFFICE IN GOLDSBORO, GO SOUTHEASTERLY ON THE MACADAM ROAD FOR
 JU3451'0.6 MILE TO WHERE THE MACADAM ROAD TURNS LEFT, CONTINUE
 JU3451'STRAIGHT AHEAD ON GRAVELED ROAD FOR 1.2 MILES TO THE AZIMUTH
 JU3451'MARK ON THE LEFT, CONTINUE ON GRAVELED ROAD FOR 0.22 MILE TO
 JU3451'THE STATE LINE AND THE STATION ON THE RIGHT.
 JU3451'
 JU3451'STATION, IS A STANDARD DISK SET IN THE TOP OF 10 X 10 INCH
 JU3451'CONCRETE MONUMENT WHICH IS ABOUT 14 INCHES BELOW THE SURFACE
 JU3451'OF THE GROUND, STAMPED LEE 1961.  IT IS 30.0 FEET SOUTH OF
 JU3451'THE APPROXIMATE CENTER OF A GRAVELED ROAD, 41.2 FEET SOUTHEAST
 JU3451'OF THE DELAWARE-MARYLAND STATE LINE SIGN AND 4.2 FEET WEST OF
 JU3451'A STANDARD METAL WITNESS POST AND MARKER.
 JU3451'
 JU3451'REFERENCE MARK 1, IS A STANDARD DISK SET IN THE TOP OF A
 JU3451'10 X 10 INCH CONCRETE MONUMENT WHICH IS ABOUT 14 INCHES BELOW
 JU3451'THE SURFACE OF THE GROUND, STAMPED LEE NO 1 1961.  IT IS 45.0
 JU3451'FEET SOUTHWEST OF POWERLINE POLE NO. 57, 15.5 FEET SOUTH OF
 JU3451'THE APPROXIMATED CENTER OF A GRAVELED ROAD AND 1.6 FEET WEST
 JU3451'OF A STANDARD METAL WITNESS POST AND MARKER.
 JU3451'
 JU3451'REFERENCE MARK 2, IS A STANDARD DISK SET IN THE TOP OF A
 JU3451'10 X 10 INCH CONCRETE MONUMENT WHICH IS ABOUT 14 INCHES BELOW
 JU3451'THE SURFACE OF THE GROUND, STAMPED LEE NO 2 1961.  IT IS 65.5
 JU3451'FEET SOUTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 63.0 FEET
 JU3451'SOUTHEAST OF THE DELAWARE-MARYLAND STATE LINE SIGN AND 1.7 FEET
 JU3451'NORTH OF A STANDARD METAL WITNESS POST AND MARKER.
 JU3451'
 JU3451'AZIMUTH MARK, IS A STANDARD DISK SET IN THE TOP OF A 10 X 10
 JU3451'INCH CONCRETE MONUMENT WHICH IS ABOUT 8 INCHES BELOW THE SURFACE
 JU3451'OF THE GROUND, STAMPED LEE 1961.  IT IS 33.0 FEET NORTH-NORTHWEST
 JU3451'OF A 10-INCH TRIANGULAR BLAZED MAPLE TREE, 18.1 FEET NORTH
 JU3451'OF THE APPROXIMATE CENTER OF A GRAVELED ROAD AND 2.7 FEET
 JU3451'WEST OF A STANDARD METAL WITNESS POST AND MARKER.
 JU3451'
 JU3451'BOUNDARY MONUMENT 41 IS A 12 X 12 INCH GRANITE STONE WHICH
 JU3451'PROJECTS ABOUT 30 INCHES ABOVE THE SURFACE OF THE GROUND, IN
 JU3451'GENERAL THE MONUMENT IS IN GOOD CONDITION.  THE MONUMENT HAS
 JU3451'THE LETTER M CUT IN THE WEST SIDE OF THE MONUMENT AND THE LETTER
 JU3451'P ON THE EAST SIDE OF IT AND A SMALL CROSS WAS INSCRIBED IN ITS
 JU3451'TOP AND THE APPROXIMATE CENTER FOR TRAVERSE PURPOSE ON THIS
 JU3451'DATE.  IT IS 480.0 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 JU3451'GRAVELED ROAD AND 35.0 FEET EAST OF A DRAINAGE DITCH.
 JU3451'
 JU3451'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU3451
 JU3451                          STATION RECOVERY (2010)
 JU3451
 JU3451'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU3451'RECOVER ALL REFERENCE OBJECT IN GOOD CONDITION.
 JU3451
 JU3451                          STATION RECOVERY (2012)
 JU3451
 JU3451'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU3451'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1389 ***********************************************************************
 HU1389  DESIGNATION -  LEGION
 HU1389  PID         -  HU1389
 HU1389  STATE/COUNTY-  DE/SUSSEX
 HU1389  COUNTRY     -  US
 HU1389  USGS QUAD   -  BETHANY BEACH (2016)
 HU1389
 HU1389                         *CURRENT SURVEY CONTROL
 HU1389  ______________________________________________________________________
 HU1389* NAD 83(1991) POSITION- 38 35 17.66181(N) 075 04 31.99024(W)   ADJUSTED
 HU1389* NAVD 88 ORTHO HEIGHT -     3.1   (meters)       10.    (feet) VERTCON3
 HU1389  ______________________________________________________________________
 HU1389  GEOID HEIGHT    -        -35.749 (meters)                     GEOID18
 HU1389  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 HU1389  HORZ ORDER      -  SECOND
 HU1389
 HU1389.The horizontal coordinates were established by classical geodetic methods
 HU1389.and adjusted by the National Geodetic Survey in January 1992.
 HU1389
 HU1389.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1389
 HU1389.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1389.GEOID18 height accuracy estimate available here.
 HU1389
 HU1389.Click photographs - Photos may exist for this station.
 HU1389
 HU1389.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1389
 HU1389. The following values were computed from the NAD 83(1991) position.
 HU1389
 HU1389;                    North         East     Units Scale Factor Converg.
 HU1389;SPC DE       -    65,350.633   229,719.855   MT  1.00000587   +0 12 45.9
 HU1389;SPC DE       -   214,404.54    753,672.56   sFT  1.00000587   +0 12 45.9
 HU1389;UTM  18      - 4,271,087.387   493,419.997   MT  0.99960053   -0 02 49.6
 HU1389
 HU1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1389!SPC DE       -   1.00000513  x   1.00000587  =   1.00001100
 HU1389!UTM  18      -   1.00000513  x   0.99960053  =   0.99960566
 HU1389
 HU1389:                Primary Azimuth Mark                     Grid Az
 HU1389:SPC DE       -  INDIAN                                   273 39 41.3
 HU1389:UTM  18      -  INDIAN                                   273 55 16.8
 HU1389
 HU1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9341971087(NAD 83)
 HU1389
 HU1389|---------------------------------------------------------------------|
 HU1389| PID    Reference Object                     Distance      Geod. Az  |
 HU1389|                                                           dddmmss.s |
 HU1389| HU1395 BETHANY BEACH OBSERV TWR 4          APPROX. 1.2 KM 0881936.8 |
 HU1389| DC7482 LEGION RM 2                          10.270 METERS 25545     |
 HU1389| HU1383 INDIAN                              APPROX. 3.2 KM 2735227.2 |
 HU1389| DC7481 LEGION RM 1                           7.413 METERS 34349     |
 HU1389| HU1388 QUILLEN POINT FLAGPOLE               10.425 METERS 34509     |
 HU1389|---------------------------------------------------------------------|
 HU1389
 HU1389                          SUPERSEDED SURVEY CONTROL
 HU1389
 HU1389  NAD 83(1986)-  38 35 17.64509(N)    075 04 32.00670(W) AD(       ) 2
 HU1389  NAD 27      -  38 35 17.23880(N)    075 04 33.35324(W) AD(       ) 2
 HU1389  NGVD 29 (07/19/86)    3.3    (m)           11.     (f) VERT ANG       
 HU1389
 HU1389.Superseded values are not recommended for survey control.
 HU1389
 HU1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1389.See file dsdata.pdf to determine how the superseded data were derived.
 HU1389
 HU1389_MARKER: DS = TRIANGULATION STATION DISK
 HU1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1389_STAMPING: LEGION 1962
 HU1389_MARK LOGO: CGS
 HU1389_PROJECTION: FLUSH
 HU1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1389+STABILITY: SURFACE MOTION
 HU1389
 HU1389  HISTORY     - Date     Condition        Report By
 HU1389  HISTORY     - 1962     MONUMENTED       CGS
 HU1389  HISTORY     - 1970     GOOD             NGS
 HU1389  HISTORY     - 1975     SEE DESCRIPTION  NGS
 HU1389
 HU1389                          STATION DESCRIPTION
 HU1389
 HU1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1389'THE STATION IS LOCATED ABOUT 3.5 MILES NORTH-NORTHWEST OF
 HU1389'BETHANY BEACH, 3.25 MILES NORTH-NORTHEAST OF OCEAN VIEW,
 HU1389'1.5 MILES SOUTH-SOUTHWEST OF INDIAN RIVER INLET AND ON PROPERTY
 HU1389'OWNED BY THE MASON-DIXON VETERANS OF FOREIGN WARS POST 7234.
 HU1389'
 HU1389'TO REACH THE STATION FROM THE LORD BALTIMORE HIGH SCHOOL
 HU1389'IN THE WEST PART OF OCEAN VIEW, DELAWARE.  GO EAST ON STATE
 HU1389'HIGHWAY 26 FOR 0.45 MILE TO A SIDE ROAD LEFT, CENTRAL
 HU1389'AVENUE.  TURN LEFT AND GO NORTH ON CENTRAL AVENUE, A MACADAM
 HU1389'ROAD, FOR 3.4 MILES TO ITS END.  TURN LEFT AND GO WEST
 HU1389'ALONG THE SOUTH SIDE OF A ROW OF TREES FOR 0.02 MILE TO THE
 HU1389'QUILLEN POINT FLAGPOLE AND THE STATION AS DESCRIBED.
 HU1389'
 HU1389'THE STATION MARK, A STANDARD DISK STAMPED LEGION 1962, IS
 HU1389'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH
 HU1389'WITH THE SURFACE OF THE GROUND.  IT IS 32.2 FEET SOUTH OF THE
 HU1389'EDGE OF A CUT BANK, 7.8 FEET WEST OF A 15-INCH CEDAR TREE
 HU1389'AND 6.8 FEET EAST OF AN 18-INCH CEDAR TREE.
 HU1389'
 HU1389'REFERENCE MARK 1, A STANDARD DISK STAMPED LEGION NO 1 1962, IS
 HU1389'SET IN A DRILL HOLE WITH CONCRETE IN THE TOP OF THE
 HU1389'CONCRETE FOUNDATION OF THE FLAGPOLE FLUSH WITH THE SURFACE
 HU1389'OF THE GROUND.  IT IS 36.7 FEET NORTH-NORTHEAST OF AN 18-INCH
 HU1389'CEDAR TREE, 34.3 FEET NORTH OF A 15-INCH CEDAR TREE, 2.0
 HU1389'FEET SOUTH-SOUTHWEST OF THE EDGE OF THE FLAGPOLE AND IS ABOUT
 HU1389'THE SAME ELEVATION AS THE STATION MARK.
 HU1389'
 HU1389'REFERENCE MARK 2, A STANDARD DISK STAMPED LEGION NO 2 1962,
 HU1389'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HU1389'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 22.6 FEET SOUTH
 HU1389'OF THE EDGE OF A CUT BANK, 15.8 FEET WEST OF THE EIGHTH CEDAR
 HU1389'TREE FROM THE EAST, 3.6 FEET NORTH OF A 12-INCH CEDAR TREE AND
 HU1389'IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 HU1389'
 HU1389'THE QUILLEN POINT FLAGPOLE, IS A BLACK-METAL POLE ABOUT
 HU1389'9-INCHES IN DIAMETER AT THE BASE, SET IN A CONCRETE PILLAR.  IT
 HU1389'IS APPROXIMATELY 80.0 FEET IN HEIGHT, SETTING AT THE SOUTH
 HU1389'EDGE OF A CUT-BANK.  THE POLE IS BENT ABOUT HALF WAY IN THE
 HU1389'CENTER AND LEANS TO THE SOUTHEAST.
 HU1389'
 HU1389'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
 HU1389
 HU1389                          STATION RECOVERY (1970)
 HU1389
 HU1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1389'STATION MARK, REFERENCE MARKS AND FLAGPOLE RECOVERED IN GOOD
 HU1389'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE
 HU1389'FOLLOWING CHANGES--STATION MARK IS 60.0 FEET SOUTHEAST OF
 HU1389'THE HIGH-WATER LINE.  RM 1 IS 33.80 FEET NORTH-NORTHWEST OF
 HU1389'THE STATION, NOT 24.32 FEET.  IT IS 1.0 FOOT SOUTH OF FLAGPOLE.
 HU1389'
 HU1389'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1389'3.5 MILES NNE OF BETHANY BEACH.
 HU1389
 HU1389                          STATION RECOVERY (1975)
 HU1389
 HU1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 HU1389'THE SURFACE STATION MARK WAS RECOVERED AND IT WAS FOUND TO BE
 HU1389'ABOUT LYING FLAT WITH THE GROUND.
 HU1389'
 HU1389'THE SUB-SURFACE MARK WAS RECOVERED AND IT WAS FOUND TO BE IN
 HU1389'GOOD CONDITION.  WHILE I WAS DIGGING FOR THIS SUB-SURFACE MARK
 HU1389'I ALSO RECOVERED THE OLD PIECES OF LUMBER THAT SEPARATED THESE
 HU1389'TWO MARKS STILL OVER THE SUB-SURFACE MARK.  WHY I AM MENTIONING
 HU1389'THIS IS BECAUSE I FOUND AN ERROR IN THE BOX SCORE DISTANCE TO THE
 HU1389'REFERENCE MARKS.  I JUDGE THAT THIS SUB-SURFACE MARK IS STILL IN
 HU1389'ITS ORIGINAL POSITION.  ANOTHER MEASUREMENT FOR THIS MARK IS
 HU1389'276.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE VFW HALL
 HU1389'POST 7234.
 HU1389'
 HU1389'REFERENCE MARK NO 1 WAS RECOVERED AND IT WAS FOUND TO BE IN
 HU1389'GOOD CONDITION.  THIS MARK WAS FOUND TO BE 33.7 FEET TO THE
 HU1389'STATION MARK.
 HU1389'
 HU1389'REFERENCE MARK NO 2 WAS RECOVERED AND IT WAS FOUND TO BE IN
 HU1389'GOOD CONDITION.  THIS MARK WAS FOUND TO BE 24.3 FEET TO THE
 HU1389'STATION MARK AND THIS REFERENCE MARK IS BELOW THE GROUND LEVEL
 HU1389'ABOUT 8 INCHES.
 HU1389'
 HU1389'THE DISTANCE BETWEEN REFERENCE MARKS NO 1 AND NO 2 IS 40.9 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1404 ***********************************************************************
 HU1404  DESIGNATION -  LEMMY
 HU1404  PID         -  HU1404
 HU1404  STATE/COUNTY-  DE/SUSSEX
 HU1404  COUNTRY     -  US
 HU1404  USGS QUAD   -  BETHANY BEACH (2016)
 HU1404
 HU1404                         *CURRENT SURVEY CONTROL
 HU1404  ______________________________________________________________________
 HU1404* NAD 83(1991) POSITION- 38 31 22.36591(N) 075 03 13.14721(W)   ADJUSTED
 HU1404* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 HU1404  ______________________________________________________________________
 HU1404  GEOID HEIGHT    -        -35.827 (meters)                     GEOID18
 HU1404  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 HU1404  HORZ ORDER      -  THIRD
 HU1404
 HU1404.The horizontal coordinates were established by classical geodetic methods
 HU1404.and adjusted by the National Geodetic Survey in January 1992.
 HU1404
 HU1404.The orthometric height was scaled from a topographic map.
 HU1404
 HU1404.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1404.GEOID18 height accuracy estimate available here.
 HU1404
 HU1404.Click photographs - Photos may exist for this station.
 HU1404
 HU1404.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1404
 HU1404. The following values were computed from the NAD 83(1991) position.
 HU1404
 HU1404;                    North         East     Units Scale Factor Converg.
 HU1404;SPC DE       -    58,102.535   231,656.643   MT  1.00000734   +0 13 34.0
 HU1404;SPC DE       -   190,624.73    760,026.84   sFT  1.00000734   +0 13 34.0
 HU1404;UTM  18      - 4,263,833.532   495,323.140   MT  0.99960027   -0 02 00.3
 HU1404
 HU1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1404!SPC DE       -   1.00000519  x   1.00000734  =   1.00001253
 HU1404!UTM  18      -   1.00000519  x   0.99960027  =   0.99960546
 HU1404
 HU1404:                Primary Azimuth Mark                     Grid Az
 HU1404:SPC DE       -  FENWICK ID LSS TWR                       177 03 34.1
 HU1404:UTM  18      -  FENWICK ID LSS TWR                       177 19 08.4
 HU1404
 HU1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9532363833(NAD 83)
 HU1404
 HU1404|---------------------------------------------------------------------|
 HU1404| PID    Reference Object                     Distance      Geod. Az  |
 HU1404|                                                           dddmmss.s |
 HU1404| HU1486 FENWICK ID LSS TWR                  APPROX. 5.3 KM 1771708.1 |
 HU1404| HU1451 BENNETTS EAST CHIMNEY               APPROX. 7.4 KM 1882720.7 |
 HU1404| HU1398 AUDITORIUM CENTER OF BUILDING       APPROX. 1.9 KM 3472833.3 |
 HU1404| HU1400 ADEES RED ROOFED HOUSE CHIMNEY      APPROX. 2.4 KM 3565904.7 |
 HU1404|---------------------------------------------------------------------|
 HU1404
 HU1404                          SUPERSEDED SURVEY CONTROL
 HU1404
 HU1404  NAD 83(1986)-  38 31 22.34786(N)    075 03 13.16697(W) AD(       ) 3
 HU1404  NAD 27      -  38 31 21.95000(N)    075 03 14.51800(W) AD(       ) 3
 HU1404  USSD        -  38 31 22.26100(N)    075 03 14.28800(W) AD(       ) 3
 HU1404
 HU1404.Superseded values are not recommended for survey control.
 HU1404
 HU1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1404.See file dsdata.pdf to determine how the superseded data were derived.
 HU1404
 HU1404_MARKER: DS = TRIANGULATION STATION DISK
 HU1404_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HU1404_MARK LOGO: CGS
 HU1404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1404
 HU1404  HISTORY     - Date     Condition        Report By
 HU1404  HISTORY     - 1909     MONUMENTED       CGS
 HU1404  HISTORY     - 1920     MARK NOT FOUND   CGS
 HU1404
 HU1404                          STATION DESCRIPTION
 HU1404
 HU1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (ES)
 HU1404'THIS STATION IS LOCATED ON A SAND HILL A MILE OR MORE S OF
 HU1404'BETHANY BEACH.  IT IS MARKED WITH A BOTTLE SET IN CEMENT 2
 HU1404'FEET BELOW SURFACE AND ABOVE IT A CEMENT BLOCK WITH COPPER
 HU1404'TRIANGULATION MARK FASTENED IN 1-INCH GALVANIZED-IRON PIPE 18
 HU1404'INCHES LONG.
 HU1404'
 HU1404'NO REFERENCE MARKS WERE PUT IN.
 HU1404'
 HU1404'TO REACH THE STATION TAKE THE ROAD TO THE BEACH FROM THE
 HU1404'JEFFERSON BRIDGE OVER THE CANAL AND GO DIRECTLY TO THE
 HU1404'BEACH.  LOOKING TOWARDS TUNNEL E CHIMNEY IS A BARN OVER WHICH
 HU1404'THE CHIMNEY SHOWS.
 HU1404
 HU1404                          STATION RECOVERY (1920)
 HU1404
 HU1404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920 (OWF)
 HU1404'WASHED OUT.  STATION IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DK6433 ***********************************************************************
 DK6433  DESIGNATION -  LEW 1
 DK6433  PID         -  DK6433
 DK6433  STATE/COUNTY-  DE/SUSSEX
 DK6433  COUNTRY     -  US
 DK6433  USGS QUAD   -  LEWES (2016)
 DK6433
 DK6433                         *CURRENT SURVEY CONTROL
 DK6433  ______________________________________________________________________
 DK6433* NAD 83(1986) POSITION- 38 47 01.     (N) 075 08 45.     (W)   SCALED
 DK6433* NAVD 88 ORTHO HEIGHT -     1.808 (meters)        5.93  (feet) ADJUSTED
 DK6433  ______________________________________________________________________
 DK6433  GEOID HEIGHT    -        -35.617 (meters)                     GEOID18
 DK6433  DYNAMIC HEIGHT  -          1.807 (meters)        5.93  (feet) COMP
 DK6433  MODELED GRAVITY -    980,039.2   (mgal)                       NAVD 88
 DK6433
 DK6433  VERT ORDER      -  SECOND    CLASS II
 DK6433
 DK6433.The horizontal coordinates were scaled from a map and have
 DK6433.an estimated accuracy of +/- 6 seconds.
 DK6433
 DK6433.The orthometric height was determined by differential leveling and
 DK6433.adjusted by the NATIONAL GEODETIC SURVEY
 DK6433.in September 2008.
 DK6433
 DK6433.No vertical observational check was made to the station.
 DK6433
 DK6433.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6433.GEOID18 height accuracy estimate available here.
 DK6433
 DK6433.Click photographs - Photos may exist for this station.
 DK6433
 DK6433.The dynamic height is computed by dividing the NAVD 88
 DK6433.geopotential number by the normal gravity value computed on the
 DK6433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6433.degrees latitude (g = 980.6199 gals.).
 DK6433
 DK6433.The modeled gravity was interpolated from observed gravity values.
 DK6433
 DK6433;                    North         East    Units  Estimated Accuracy
 DK6433;SPC DE       -    87,020.      223,530.      MT  (+/- 180 meters Scaled)
 DK6433
 DK6433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH873927(NAD 83)
 DK6433
 DK6433                          SUPERSEDED SURVEY CONTROL
 DK6433
 DK6433.No superseded survey control is available for this station.
 DK6433
 DK6433_MARKER: DD = SURVEY DISK
 DK6433_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK6433+WITH SETTING: INTO GROUND
 DK6433_STAMPING: LEW1
 DK6433_MARK LOGO: NONE
 DK6433_PROJECTION: RECESSED 3 CENTIMETERS
 DK6433_MAGNETIC: I = MARKER IS A STEEL ROD
 DK6433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6433+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2008
 DK6433_ROD/PIPE-DEPTH: 1 meters
 DK6433
 DK6433  HISTORY     - Date     Condition        Report By
 DK6433  HISTORY     - 20050701 MONUMENTED       DEDT
 DK6433  HISTORY     - 20080709 GOOD             DEDT
 DK6433
 DK6433                          STATION DESCRIPTION
 DK6433
 DK6433'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 DK6433'THE MARK IS LOCATED ABOUT 8.5 MI (13.8 KM) EAST-NORTHEAST OF HARBESON,
 DK6433'5.7 MI (9.3 KM) NORTHWEST OF REHOBOTH BEACH AND 0.7 MI (1.2 KM)
 DK6433'NORTH-NORTHWEST OF LEWES.
 DK6433'
 DK6433'TO REACH FROM THE INTERSECTION OF SAVANNAH ROAD AND CEDAR STREET
 DK6433'PROCEED NORTHWEST 0.75MI (1.21KM)TO THE MARK ON THE LEFT AND ACROSS
 DK6433'FROM KENTUCKY AVENUE.
 DK6433'
 DK6433'THE MARK IS 14.0FT (4.27M) FROM A UTILITY POLE (BPW 78366 14639),
 DK6433'48.0FT (14.63M) SOUTH-SOUTHWEST FROM A FIRE HYDRANT AT KENTUCKY
 DK6433'AVENUE, AND 19.0FT (5.79M) SOUTH-SOUTHWEST FROM THE CENTERLINE OF
 DK6433'CEDAR STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DK6434 ***********************************************************************
 DK6434  DESIGNATION -  LEW 2
 DK6434  PID         -  DK6434
 DK6434  STATE/COUNTY-  DE/SUSSEX
 DK6434  COUNTRY     -  US
 DK6434  USGS QUAD   -  LEWES (2016)
 DK6434
 DK6434                         *CURRENT SURVEY CONTROL
 DK6434  ______________________________________________________________________
 DK6434* NAD 83(1986) POSITION- 38 46 45.     (N) 075 08 57.     (W)   SCALED
 DK6434* NAVD 88 ORTHO HEIGHT -     2.059 (meters)        6.76  (feet) ADJUSTED
 DK6434  ______________________________________________________________________
 DK6434  GEOID HEIGHT    -        -35.621 (meters)                     GEOID18
 DK6434  DYNAMIC HEIGHT  -          2.058 (meters)        6.75  (feet) COMP
 DK6434  MODELED GRAVITY -    980,038.8   (mgal)                       NAVD 88
 DK6434
 DK6434  VERT ORDER      -  SECOND    CLASS II
 DK6434
 DK6434.The horizontal coordinates were scaled from a map and have
 DK6434.an estimated accuracy of +/- 6 seconds.
 DK6434
 DK6434.The orthometric height was determined by differential leveling and
 DK6434.adjusted by the NATIONAL GEODETIC SURVEY
 DK6434.in September 2008.
 DK6434
 DK6434.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6434.GEOID18 height accuracy estimate available here.
 DK6434
 DK6434.Click photographs - Photos may exist for this station.
 DK6434
 DK6434.The dynamic height is computed by dividing the NAVD 88
 DK6434.geopotential number by the normal gravity value computed on the
 DK6434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6434.degrees latitude (g = 980.6199 gals.).
 DK6434
 DK6434.The modeled gravity was interpolated from observed gravity values.
 DK6434
 DK6434;                    North         East    Units  Estimated Accuracy
 DK6434;SPC DE       -    86,520.      223,240.      MT  (+/- 180 meters Scaled)
 DK6434
 DK6434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH870922(NAD 83)
 DK6434
 DK6434                          SUPERSEDED SURVEY CONTROL
 DK6434
 DK6434.No superseded survey control is available for this station.
 DK6434
 DK6434_MARKER: DD = SURVEY DISK
 DK6434_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK6434+WITH SETTING: INTO GROUND
 DK6434_STAMPING: LEW 2
 DK6434_MARK LOGO: DEDT
 DK6434_PROJECTION: RECESSED 3 CENTIMETERS
 DK6434_MAGNETIC: I = MARKER IS A STEEL ROD
 DK6434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6434+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 DK6434_ROD/PIPE-DEPTH: 1 meters
 DK6434
 DK6434  HISTORY     - Date     Condition        Report By
 DK6434  HISTORY     - 20070701 MONUMENTED       DEDT
 DK6434  HISTORY     - 20080709 GOOD             DEDT
 DK6434  HISTORY     - 20120210 GOOD             DELCOS
 DK6434
 DK6434                          STATION DESCRIPTION
 DK6434
 DK6434'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 DK6434'THE MARK IS LOCATED ABOUT 8.2 MI (13.3 KM) EAST-NORTHEAST OF HARBESON,
 DK6434'5.7 MI (9.1 KM) NORTHWEST OF REHOBOTH BEACH AND 0.6 MI (1.0 KM)
 DK6434'WEST-NORTHWEST OF LEWES.
 DK6434'
 DK6434'TO REACH FROM THE POST OFFICE IN LEWES PROCEED 0.25MI (0.40KM)
 DK6434'NORTHWEST ALONG FRONT STREET TO PILOTTOWN ROAD THENCE CONTINUE
 DK6434'NORTHWEST 0.35MI (0.56KM) ALONG PILOTTOWN ROAD TO THE MARK ON THE
 DK6434'RIGHT.  THE MARK IS LOCATED ACROSS FROM OCEAN VIEW BOULEVARD.
 DK6434'
 DK6434'THE MARK IS 47.0FT (14.33M) NORTHEAST OF AN UTILITY POLE (BPW 77933
 DK6434'14937), 25.5FT (7.77M) NORTHEAST OF THE CENTERLINE OF PILOTTOWN ROAD,
 DK6434'AND 75.5FT (23.01M) NORTH OF AN UTILITY POLE (BPW 77924 14912).
 DK6434
 DK6434                          STATION RECOVERY (2012)
 DK6434
 DK6434'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DK6434'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DK6432 ***********************************************************************
 DK6432  DESIGNATION -  LEW 4
 DK6432  PID         -  DK6432
 DK6432  STATE/COUNTY-  DE/SUSSEX
 DK6432  COUNTRY     -  US
 DK6432  USGS QUAD   -  LEWES (2016)
 DK6432
 DK6432                         *CURRENT SURVEY CONTROL
 DK6432  ______________________________________________________________________
 DK6432* NAD 83(1986) POSITION- 38 45 55.     (N) 075 08 30.     (W)   SCALED
 DK6432* NAVD 88 ORTHO HEIGHT -     3.936 (meters)       12.91  (feet) ADJUSTED
 DK6432  ______________________________________________________________________
 DK6432  GEOID HEIGHT    -        -35.637 (meters)                     GEOID18
 DK6432  DYNAMIC HEIGHT  -          3.934 (meters)       12.91  (feet) COMP
 DK6432  MODELED GRAVITY -    980,037.5   (mgal)                       NAVD 88
 DK6432
 DK6432  VERT ORDER      -  SECOND    CLASS II
 DK6432
 DK6432.The horizontal coordinates were scaled from a map and have
 DK6432.an estimated accuracy of +/- 6 seconds.
 DK6432
 DK6432.The orthometric height was determined by differential leveling and
 DK6432.adjusted by the NATIONAL GEODETIC SURVEY
 DK6432.in September 2008.
 DK6432
 DK6432.No vertical observational check was made to the station.
 DK6432
 DK6432.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6432.GEOID18 height accuracy estimate available here.
 DK6432
 DK6432.Click photographs - Photos may exist for this station.
 DK6432
 DK6432.The dynamic height is computed by dividing the NAVD 88
 DK6432.geopotential number by the normal gravity value computed on the
 DK6432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6432.degrees latitude (g = 980.6199 gals.).
 DK6432
 DK6432.The modeled gravity was interpolated from observed gravity values.
 DK6432
 DK6432;                    North         East    Units  Estimated Accuracy
 DK6432;SPC DE       -    84,980.      223,900.      MT  (+/- 180 meters Scaled)
 DK6432
 DK6432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH876907(NAD 83)
 DK6432
 DK6432                          SUPERSEDED SURVEY CONTROL
 DK6432
 DK6432.No superseded survey control is available for this station.
 DK6432
 DK6432_MARKER: DD = SURVEY DISK
 DK6432_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DK6432+WITH SETTING: INTO GROUND
 DK6432_STAMPING: LEW4 2005
 DK6432_MARK LOGO: NONE
 DK6432_PROJECTION: RECESSED 3 CENTIMETERS
 DK6432_MAGNETIC: I = MARKER IS A STEEL ROD
 DK6432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6432+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2008
 DK6432_ROD/PIPE-DEPTH: 1 meters
 DK6432
 DK6432  HISTORY     - Date     Condition        Report By
 DK6432  HISTORY     - 20050630 MONUMENTED       DEDT
 DK6432  HISTORY     - 20080709 GOOD             DEDT
 DK6432  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 DK6432
 DK6432                          STATION DESCRIPTION
 DK6432
 DK6432'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 DK6432'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTH-NORTHEAST OF
 DK6432'FAIRMOUNT, 4.7 MI (7.6 KM) NORTHWEST OF REHOBOTH BEACH AND 0.6 MI (1.0
 DK6432'KM) SOUTH-SOUTHWEST OF LEWES.
 DK6432'
 DK6432'TO REACH FROM THE INTERSECTION OF KINGS HIGHWAY (US 9) AND CAPE
 DK6432'HENLOPEN DRIVE PROCEED 2.09KM (1.3MI) WESTERLY ALONG KINGS HIGHWAY TO
 DK6432'THE MARK ON THE LEFT.
 DK6432'
 DK6432'THE MARK IS 2.0 FT (0.6 M) SOUTH-SOUTHEAST OF THE EDGE OF SHOULDER OF
 DK6432'KINGS HIGHWAY (US 9), 22.5 FT (6.9 M) SOUTH-SOUTHEAST OF THE
 DK6432'CENTERLINE OF KINGS HIGHWAY (US 9), AND 110.9 FT (33.8 M) EAST OF THE
 DK6432'CORNER OF THE DENIED ACCESS RIGHT OF WAY FENCE ON THE WEST SIDE OF
 DK6432'KINGS HIGHWAY (US 9).
 DK6432
 DK6432                          STATION RECOVERY (2012)
 DK6432
 DK6432'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DK6432'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1325 ***********************************************************************
 HU1325  DESIGNATION -  LEWES CG LIFE SAVING STA MAST
 HU1325  PID         -  HU1325
 HU1325  STATE/COUNTY-  DE/SUSSEX
 HU1325  COUNTRY     -  US
 HU1325  USGS QUAD   -  CAPE HENLOPEN (2016)
 HU1325
 HU1325                         *CURRENT SURVEY CONTROL
 HU1325  ______________________________________________________________________
 HU1325* NAD 83(1991) POSITION- 38 46 51.47414(N) 075 07 14.17837(W)   ADJUSTED
 HU1325  ______________________________________________________________________
 HU1325  GEOID HEIGHT    -        -35.625 (meters)                     GEOID18
 HU1325  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 HU1325  HORZ ORDER      -  THIRD
 HU1325
 HU1325.The horizontal coordinates were established by classical geodetic methods
 HU1325.and adjusted by the National Geodetic Survey in January 1992.
 HU1325
 HU1325.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1325.GEOID18 height accuracy estimate available here.
 HU1325
 HU1325.Click photographs - Photos may exist for this station.
 HU1325
 HU1325.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1325
 HU1325. The following values were computed from the NAD 83(1991) position.
 HU1325
 HU1325;                    North         East     Units Scale Factor Converg.
 HU1325;SPC DE       -    86,731.348   225,725.530   MT  1.00000315   +0 11 07.6
 HU1325;SPC DE       -   284,551.10    740,567.84   sFT  1.00000315   +0 11 07.6
 HU1325;UTM  18      - 4,292,477.401   489,524.469   MT  0.99960135   -0 04 31.9
 HU1325
 HU1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8952492477(NAD 83)
 HU1325
 HU1325                          SUPERSEDED SURVEY CONTROL
 HU1325
 HU1325  NAD 83(1986)-  38 46 51.46145(N)    075 07 14.18735(W) AD(       ) 3
 HU1325  NAD 27      -  38 46 51.05840(N)    075 07 15.52925(W) AD(       ) 3
 HU1325
 HU1325.Superseded values are not recommended for survey control.
 HU1325
 HU1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1325.See file dsdata.pdf to determine how the superseded data were derived.
 HU1325
 HU1325_MARKER: 42 = RADIO/TV MAST
 HU1325
 HU1325  HISTORY     - Date     Condition        Report By
 HU1325  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1325  HISTORY     - 1969     GOOD             CGS
 HU1325  HISTORY     - 1976     GOOD             NGS
 HU1325
 HU1325                          STATION DESCRIPTION
 HU1325
 HU1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1325'THE STATION IS THE APEX AND CENTER OF THE COAST GUARD LIFE
 HU1325'SAVING STATION MAST.  LOCATED IN THE NORTHWEST SECTION OF LEWES,
 HU1325'DELAWARE.  IT IS A 4-LEGGED LACED CHANNEL IRON STRUCTURE,
 HU1325'PAINTED ALTERNATELY ORANGE AND WHITE WITH AN OVERALL HEIGHT
 HU1325'OF APPROXIMATELY 110.0 FEET.
 HU1325
 HU1325                          STATION RECOVERY (1969)
 HU1325
 HU1325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 HU1325'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 HU1325'IS ADEQUATE WITH THE FOLLOWING ADDITION--MAST IS LOCATED ON THE
 HU1325'WEST SIDE OF THE OLD COAST GUARD BUILDING.
 HU1325
 HU1325                          STATION RECOVERY (1976)
 HU1325
 HU1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JDS)
 HU1325'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 HU1325'IS ADEQUATE.
 HU1325'
 HU1325'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1325'AT LEWES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1339 ***********************************************************************
 HU1339  DESIGNATION -  LEWES EPISCOPAL CHURCH SPIRE
 HU1339  PID         -  HU1339
 HU1339  STATE/COUNTY-  DE/SUSSEX
 HU1339  COUNTRY     -  US
 HU1339  USGS QUAD   -  LEWES (2016)
 HU1339
 HU1339                         *CURRENT SURVEY CONTROL
 HU1339  ______________________________________________________________________
 HU1339* NAD 83(1991) POSITION- 38 46 31.50630(N) 075 08 26.58992(W)   ADJUSTED
 HU1339* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 HU1339  ______________________________________________________________________
 HU1339  GEOID HEIGHT    -        -35.627 (meters)                     GEOID18
 HU1339  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 HU1339  HORZ ORDER      -  THIRD
 HU1339
 HU1339.The horizontal coordinates were established by classical geodetic methods
 HU1339.and adjusted by the National Geodetic Survey in January 1992.
 HU1339
 HU1339.The orthometric height was scaled from a topographic map.
 HU1339
 HU1339.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1339.GEOID18 height accuracy estimate available here.
 HU1339
 HU1339.Click photographs - Photos may exist for this station.
 HU1339
 HU1339.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1339
 HU1339. The following values were computed from the NAD 83(1991) position.
 HU1339
 HU1339;                    North         East     Units Scale Factor Converg.
 HU1339;SPC DE       -    86,110.148   223,979.600   MT  1.00000208   +0 10 22.1
 HU1339;SPC DE       -   282,513.04    734,839.74   sFT  1.00000208   +0 10 22.1
 HU1339;SPC NJ       -     6,233.640    94,327.065   MT  0.99993815   -0 24 04.6
 HU1339;SPC NJ       -    20,451.53    309,471.38   sFT  0.99993815   -0 24 04.6
 HU1339;UTM  18      - 4,291,864.405   487,776.430   MT  0.99960184   -0 05 17.3
 HU1339
 HU1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1339!SPC DE       -   1.00000547  x   1.00000208  =   1.00000755
 HU1339!SPC NJ       -   1.00000547  x   0.99993815  =   0.99994362
 HU1339!UTM  18      -   1.00000547  x   0.99960184  =   0.99960731
 HU1339
 HU1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8777691864(NAD 83)
 HU1339
 HU1339                          SUPERSEDED SURVEY CONTROL
 HU1339
 HU1339  NAD 83(1986)-  38 46 31.49397(N)    075 08 26.59911(W) AD(       ) 3
 HU1339  NAD 27      -  38 46 31.08200(N)    075 08 27.96500(W) AD(       ) 3
 HU1339  USBS        -  38 46 28.28000(N)    075 08 08.27000(W) AD(       ) 3
 HU1339  USSD        -  38 46 31.49000(N)    075 08 27.7100 (W) AD(       ) 3
 HU1339
 HU1339.Superseded values are not recommended for survey control.
 HU1339
 HU1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1339.See file dsdata.pdf to determine how the superseded data were derived.
 HU1339
 HU1339_MARKER: 90 = CHURCH SPIRE
 HU1339_MARK LOGO: CGS
 HU1339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1339+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2009
 HU1339
 HU1339  HISTORY     - Date     Condition        Report By
 HU1339  HISTORY     - 1896     FIRST OBSERVED   CGS
 HU1339  HISTORY     - 1929     GOOD             CGS
 HU1339  HISTORY     - 1932     GOOD             CGS
 HU1339  HISTORY     - 1934     GOOD             CGS
 HU1339  HISTORY     - 1943     GOOD             CGS
 HU1339  HISTORY     - 1945     MARK NOT FOUND   CGS
 HU1339  HISTORY     - 1961     GOOD             CGS
 HU1339  HISTORY     - 19840101 GOOD             NOS
 HU1339  HISTORY     - 19971123 GOOD             USPSQD
 HU1339  HISTORY     - 20010927 GOOD             USPSQD
 HU1339  HISTORY     - 20090408 GOOD             GEOCAC
 HU1339
 HU1339                          STATION DESCRIPTION
 HU1339
 HU1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (GCM)
 HU1339'NO ORIGINAL DESCRIPTION.
 HU1339'
 HU1339'IT IS A RED BRICK CHURCH NEAR THE BUSINESS SECTION OF THE
 HU1339'TOWN.  NO CHANGE HAS BEEN MADE IN THE LOCATION OF THE SPIRE.  ITS
 HU1339'LOCATION WAS ALSO CHECKED BY PLANE TABLE CUTS.
 HU1339
 HU1339                          STATION RECOVERY (1932)
 HU1339
 HU1339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (ERM)
 HU1339'THIS CHURCH SPIRE IS IN ORIGINAL POSITION.
 HU1339
 HU1339                          STATION RECOVERY (1934)
 HU1339
 HU1339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1339'STATION RECOVERED IN PLACE.  AN OLD RED BRICK CHURCH IN BUSINESS
 HU1339'SECTION OF THE TOWN.
 HU1339
 HU1339                          STATION RECOVERY (1943)
 HU1339
 HU1339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1339'RECOVERED IN GOOD CONDITION.  SPIRE HAS BEEN LOWERED BUT IS IN THE
 HU1339'SAME POSITION AS PREVIOUSLY DETERMINED.
 HU1339
 HU1339                          STATION RECOVERY (1945)
 HU1339
 HU1339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (TBR)
 HU1339'THE RECOVERY NOTE BY F.L. GALLEN IN 1943 STATES THAT THE SPIRE
 HU1339'HAD BEEN LOWERED BUT THAT IT WAS IN THE SAME POSITION AS
 HU1339'PREVIOUSLY DETERMINED.  HOWEVER, THE POSITION AS DETERMINED BY
 HU1339'THE U.S. ENGINEERS IN 1941, WHICH DIFFERS FROM THE U.S.C. AND
 HU1339'G.S. POSITION BY 0.011 SECONDS IN LATITUDE AND -0.028 SECONDS IN
 HU1339'LONGITUDE, AND USED AS THE FOURTH OR CHECK POINT IN A SOLUTION
 HU1339'OF THE THREE POINT PROBLEM, GIVES A MUCH BETTER CHECK ON THE
 HU1339'POSITION OF THE MEASURED MILE UPPER RANGE REAR LIGHT AS COMPUTED
 HU1339'WITH LEWES STANDPIPE AS THE THIRD POINT (OTHER TWO POINTS WERE
 HU1339'COMMON) THAN THE U.S.C. AND G.S. POSITION OF LEWES EPISCOPAL
 HU1339'CHURCH SPIRE.  IT IS RECOMMENDED THAT THE U.S.C. AND G.S.
 HU1339'POSITION FOR THIS STATION BE CONSIDERED AS LOST AND THAT THE
 HU1339'U.S.E.D. POSITION BE USED HEREAFTER.
 HU1339
 HU1339                          STATION RECOVERY (1961)
 HU1339
 HU1339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 HU1339'STATION RECOVERED IN GOOD CONDITION.  THE SPIRE WAS STRUCK BY
 HU1339'LIGHTENING IN 1960 BUT WAS NOT MOVED WHEN REPAIRED.
 HU1339'
 HU1339'THE 1945 RECOVERY NOTE BY T.B.R. IS ADEQUATE FOR RECOVERY.
 HU1339
 HU1339                          STATION RECOVERY (1984)
 HU1339
 HU1339'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984
 HU1339'THE STATION IS LOCATED IN THE CENTRAL SECTION OF LEWES, DELAWARE.
 HU1339'TO REACH STATION PROCEED TO THE AREA MENTIONED ABOVE.
 HU1339'STATION IS THE CENTER OF THE SPIRE.
 HU1339'STATION RECOVERED IN GOOD CONDITION IN 1984.  NO NAD83 POSITION WAS
 HU1339'AVAILABLE AT THIS TIME BUT ONE WAS COMPUTED USING A STRAIGHT LINE
 HU1339'ADJUSTMENT FROM STATION---LEWES MUNICIPAL WATER TANK---, WHICH IS NEAR
 HU1339'BY, A20.3 SECOND AZIMUTH CHECK WAS OBTAINED.
 HU1339
 HU1339                          STATION RECOVERY (1997)
 HU1339
 HU1339'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU1339'RECOVERED IN GOOD CONDITION.
 HU1339
 HU1339                          STATION RECOVERY (2001)
 HU1339
 HU1339'RECOVERY NOTE BY US POWER SQUADRON 2001 (RK)
 HU1339'NOT LEWES , BUT ST. PETERS EPISCOPAL CHURCH
 HU1339
 HU1339                          STATION RECOVERY (2009)
 HU1339
 HU1339'RECOVERY NOTE BY GEOCACHING 2009 (DPB)
 HU1339'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1343 ***********************************************************************
 HU1343  DESIGNATION -  LEWES MUNICIPAL WATER TANK
 HU1343  PID         -  HU1343
 HU1343  STATE/COUNTY-  DE/SUSSEX
 HU1343  COUNTRY     -  US
 HU1343  USGS QUAD   -  LEWES (2016)
 HU1343
 HU1343                         *CURRENT SURVEY CONTROL
 HU1343  ______________________________________________________________________
 HU1343* NAD 83(1991) POSITION- 38 46 19.27620(N) 075 08 10.09542(W)   ADJUSTED
 HU1343* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 HU1343  ______________________________________________________________________
 HU1343  GEOID HEIGHT    -        -35.631 (meters)                     GEOID18
 HU1343  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 HU1343  HORZ ORDER      -  THIRD
 HU1343
 HU1343.The horizontal coordinates were established by classical geodetic methods
 HU1343.and adjusted by the National Geodetic Survey in January 1992.
 HU1343
 HU1343.The orthometric height was scaled from a topographic map.
 HU1343
 HU1343.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1343.GEOID18 height accuracy estimate available here.
 HU1343
 HU1343.Click photographs - Photos may exist for this station.
 HU1343
 HU1343.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1343
 HU1343. The following values were computed from the NAD 83(1991) position.
 HU1343
 HU1343;                    North         East     Units Scale Factor Converg.
 HU1343;SPC DE       -    85,734.227   224,378.913   MT  1.00000232   +0 10 32.4
 HU1343;SPC DE       -   281,279.71    736,149.82   sFT  1.00000232   +0 10 32.4
 HU1343;UTM  18      - 4,291,486.821   488,173.867   MT  0.99960172   -0 05 06.9
 HU1343
 HU1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1343!SPC DE       -   1.00000547  x   1.00000232  =   1.00000779
 HU1343!UTM  18      -   1.00000547  x   0.99960172  =   0.99960719
 HU1343
 HU1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8817391486(NAD 83)
 HU1343
 HU1343                          SUPERSEDED SURVEY CONTROL
 HU1343
 HU1343  NAD 83(1986)-  38 46 19.26375(N)    075 08 10.10471(W) AD(       ) 3
 HU1343  NAD 27      -  38 46 18.86083(N)    075 08 11.44435(W) AD(       ) 3
 HU1343
 HU1343.Superseded values are not recommended for survey control.
 HU1343
 HU1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1343.See file dsdata.pdf to determine how the superseded data were derived.
 HU1343
 HU1343_MARKER: 53 = ELEVATED TANK
 HU1343_MARK LOGO: CGS
 HU1343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1343+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2009
 HU1343
 HU1343  HISTORY     - Date     Condition        Report By
 HU1343  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1343  HISTORY     - 1962     GOOD             CGS
 HU1343  HISTORY     - 1976     GOOD             NGS
 HU1343  HISTORY     - 19840101 GOOD             NOS
 HU1343  HISTORY     - 19971123 GOOD             USPSQD
 HU1343  HISTORY     - 20010927 GOOD             USPSQD
 HU1343  HISTORY     - 20061009 GOOD             GEOCAC
 HU1343  HISTORY     - 20090408 GOOD             GEOCAC
 HU1343
 HU1343                          STATION DESCRIPTION
 HU1343
 HU1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1343'THE STATION IS THE BALL SHAPED VENT AT THE APEX AND CENTER
 HU1343'OF THE LEWES, MUNICIPAL WATER TANK.  LOCATED IN THE CENTRAL
 HU1343'SECTION OF LEWES, DELAWARE.  IT IS A 6-STEEL CHANNEL IRON LEGGED
 HU1343'STRUCTURE WITH AN ELLIPSOIDAL TOP AND BOTTOM TANK MOUNTED AT
 HU1343'THEIR APEX.  PAINTED IN BLACK LETTERS ON THE WEST SIDE IS THE
 HU1343'WORD LEWES.  THE CAPACITY OF THE TANK IS 300,000 GALLONS.  THE
 HU1343'STRUCTUCTURE IS SILVER IN COLOR WITH AN OVERALL HEIGHT OF
 HU1343'APPROXIMATELY 110.0 FEET.
 HU1343
 HU1343                          STATION RECOVERY (1962)
 HU1343
 HU1343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HU1343'RECOVERED IN GOOD CONDITION.
 HU1343
 HU1343                          STATION RECOVERY (1976)
 HU1343
 HU1343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JDS)
 HU1343'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 HU1343'IS ADEQUATE.
 HU1343'
 HU1343'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1343'AT LEWES.
 HU1343
 HU1343                          STATION RECOVERY (1984)
 HU1343
 HU1343'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984
 HU1343'THE STATION IS LOCATED IN THE CENTRAL SECTION OF LEWES, DELAWARE.
 HU1343'TO REACH PROCEED TO AREA MENTIONED ABOVE.
 HU1343'STATION IS THE BALL SHAPED VENT AT THE APEX AND CENTER OF THE WATER
 HU1343'TANK.  IT IS A 6-STEEL CHANNEL IRON LEGGED STRUCTURE WITH AN
 HU1343'ELLIPSOIDAL TOP AND BOTTOM TANK MOUNTED AT THEIR APEX.  PAINTED IN
 HU1343'BLACK LETTERS ON THE W SIDE OF THE TANK IS THE WORD---LEWES---.
 HU1343'OVERALL HEIGHT OF THE TANK IS 110.0 FT.
 HU1343
 HU1343                          STATION RECOVERY (1997)
 HU1343
 HU1343'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU1343'RECOVERED IN GOOD CONDITION.
 HU1343
 HU1343                          STATION RECOVERY (2001)
 HU1343
 HU1343'RECOVERY NOTE BY US POWER SQUADRON 2001 (RK)
 HU1343'RECOVERED IN GOOD CONDITION.
 HU1343
 HU1343                          STATION RECOVERY (2006)
 HU1343
 HU1343'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU1343'RECOVERED IN GOOD CONDITION.
 HU1343
 HU1343                          STATION RECOVERY (2009)
 HU1343
 HU1343'RECOVERY NOTE BY GEOCACHING 2009 (DPB)
 HU1343'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0789 ***********************************************************************
 JU0789  DESIGNATION -  LEX
 JU0789  PID         -  JU0789
 JU0789  STATE/COUNTY-  DE/NEW CASTLE
 JU0789  COUNTRY     -  US
 JU0789  USGS QUAD   -  MARCUS HOOK (2019)
 JU0789
 JU0789                         *CURRENT SURVEY CONTROL
 JU0789  ______________________________________________________________________
 JU0789* NAD 83(1991) POSITION- 39 47 19.78290(N) 075 28 04.60639(W)   ADJUSTED
 JU0789* NAD 83(1991) ELLIP HT-   -25.790 (meters)        (09/01/99)   ADJUSTED
 JU0789* NAVD 88 ORTHO HEIGHT -     6.870 (meters)       22.54  (feet) ADJUSTED
 JU0789  ______________________________________________________________________
 JU0789  GEOID HEIGHT    -        -32.942 (meters)                     GEOID18
 JU0789  NAD 83(1991) X  -  1,231,454.416 (meters)                     COMP
 JU0789  NAD 83(1991) Y  - -4,750,715.193 (meters)                     COMP
 JU0789  NAD 83(1991) Z  -  4,059,979.958 (meters)                     COMP
 JU0789  LAPLACE CORR    -         -2.81  (seconds)                    DEFLEC18
 JU0789  DYNAMIC HEIGHT  -          6.867 (meters)       22.53  (feet) COMP
 JU0789  MODELED GRAVITY -    980,179.8   (mgal)                       NAVD 88
 JU0789
 JU0789  HORZ ORDER      -  SECOND
 JU0789  VERT ORDER      -  FIRST     CLASS II
 JU0789  ELLP ORDER      -  FOURTH    CLASS I
 JU0789
 JU0789.The horizontal coordinates were established by classical geodetic methods
 JU0789.and adjusted by the National Geodetic Survey in January 1992.
 JU0789
 JU0789.The orthometric height was determined by differential leveling and
 JU0789.adjusted by the NATIONAL GEODETIC SURVEY
 JU0789.in June 1991.
 JU0789
 JU0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0789.GEOID18 height accuracy estimate available here.
 JU0789
 JU0789.Click photographs - Photos may exist for this station.
 JU0789
 JU0789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0789
 JU0789.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU0789
 JU0789.The ellipsoidal height was determined by GPS observations
 JU0789.and is referenced to NAD 83.
 JU0789
 JU0789.The dynamic height is computed by dividing the NAVD 88
 JU0789.geopotential number by the normal gravity value computed on the
 JU0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0789.degrees latitude (g = 980.6199 gals.).
 JU0789
 JU0789.The modeled gravity was interpolated from observed gravity values.
 JU0789
 JU0789. The following values were computed from the NAD 83(1991) position.
 JU0789
 JU0789;                    North         East     Units Scale Factor Converg.
 JU0789;SPC DE       -   198,584.364   195,607.604   MT  0.99999524   -0 01 58.1
 JU0789;SPC DE       -   651,522.20    641,755.95   sFT  0.99999524   -0 01 58.1
 JU0789;SPC NJ       -   106,518.013    67,096.854   MT  0.99998459   -0 37 10.1
 JU0789;SPC NJ       -   349,467.85    220,133.60   sFT  0.99998459   -0 37 10.1
 JU0789;SPC PA S     -    53,101.566   795,455.615   MT  1.00002574   +1 28 50.1
 JU0789;SPC PA S     -   174,217.39  2,609,757.30   sFT  1.00002574   +1 28 50.1
 JU0789;UTM  18      - 4,404,424.394   459,933.398   MT  0.99961976   -0 17 58.1
 JU0789
 JU0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0789!SPC DE       -   1.00000405  x   0.99999524  =   0.99999929
 JU0789!SPC NJ       -   1.00000405  x   0.99998459  =   0.99998864
 JU0789!SPC PA S     -   1.00000405  x   1.00002574  =   1.00002979
 JU0789!UTM  18      -   1.00000405  x   0.99961976  =   0.99962380
 JU0789
 JU0789:                Primary Azimuth Mark                     Grid Az
 JU0789:SPC DE       -  AUBURN ATT MICROWAVE TOWER               123 29 27.0
 JU0789:SPC NJ       -  AUBURN ATT MICROWAVE TOWER               124 04 39.0
 JU0789:SPC PA S     -  AUBURN ATT MICROWAVE TOWER               121 58 38.8
 JU0789:UTM  18      -  AUBURN ATT MICROWAVE TOWER               123 45 27.0
 JU0789
 JU0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5993304424(NAD 83)
 JU0789
 JU0789|---------------------------------------------------------------------|
 JU0789| PID    Reference Object                     Distance      Geod. Az  |
 JU0789|                                                           dddmmss.s |
 JU0789| JU3237 AUBURN ATT MICROWAVE TOWER          APPROX.12.7 KM 1232728.9 |
 JU0789| JU0791 LEX RM 1                             27.313 METERS 22507     |
 JU0789| JU0790 LEX RM 2                             16.000 METERS 34638     |
 JU0789|---------------------------------------------------------------------|
 JU0789
 JU0789                          SUPERSEDED SURVEY CONTROL
 JU0789
 JU0789  NAD 83(1986)-  39 47 19.78362(N)    075 28 04.60743(W) AD(       ) 2
 JU0789  NAD 27      -  39 47 19.37470(N)    075 28 05.90220(W) AD(       ) 2
 JU0789  NGVD 29 (01/10/92)    7.140  (m)           23.43   (f) ADJUSTED    1 2
 JU0789  NGVD 29 (??/??/87)    7.161  (m)           23.49   (f) SUPERSEDED  1 2
 JU0789  NGVD 29               7.23   (m)           23.7    (f) LEVELING    3  
 JU0789
 JU0789.Superseded values are not recommended for survey control.
 JU0789
 JU0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0789.See file dsdata.pdf to determine how the superseded data were derived.
 JU0789
 JU0789_MARKER: DS = TRIANGULATION STATION DISK
 JU0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0789_STAMPING: LEX 1958
 JU0789_MARK LOGO: CGS
 JU0789_PROJECTION: FLUSH
 JU0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0789+STABILITY: SURFACE MOTION
 JU0789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0789+SATELLITE: SATELLITE OBSERVATIONS - 1986
 JU0789
 JU0789  HISTORY     - Date     Condition        Report By
 JU0789  HISTORY     - 1959     MONUMENTED       CGS
 JU0789  HISTORY     - 1965     GOOD             CGS
 JU0789  HISTORY     - 1965     GOOD             CGS
 JU0789  HISTORY     - 1979     GOOD             NGS
 JU0789  HISTORY     - 1979     GOOD             UDE
 JU0789  HISTORY     - 1980     GOOD             LOCENG
 JU0789  HISTORY     - 1984     GOOD             USPSQD
 JU0789  HISTORY     - 1986     GOOD             LOCSUR
 JU0789
 JU0789                          STATION DESCRIPTION
 JU0789
 JU0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU0789'STATION IS LOCATED ON THE MEDIAN STRIP BETWEEN NORTHEAST AND
 JU0789'SOUTHWEST BOUND TRAFFIC LANES OF U.S. HIGHWAY NO. 13A
 JU0789'(GOVERNOR PRINTZ BLVD.) AND NEAR THE INTERSECTION OF LEXINGTON
 JU0789'DRIVE ABOUT 5-1/2 MILES NORTHEAST OF THE WILMINGTON POST
 JU0789'OFFICE.  STATION IS 20-1/2 FEET SOUTHEAST OF CENTERLINE OF
 JU0789'WEST BOUND TRAFFIC, 21 FEET NORTHWEST OF CENTERLINE OF EAST
 JU0789'BOUND TRAFFIC LANE AND 17 FEET WEST OF CURB OF CROSSOVER.  THE
 JU0789'MARK IS A STANDARD TRAVERSE DISK SET IN A 12 BY 12 INCH
 JU0789'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  THE DISK
 JU0789'IS STAMPED LEX 1958.
 JU0789'
 JU0789'TO REACH STATION FROM THE SOUTHERN INTERSECTION OF
 JU0789'U.S. HIGHWAY 13 AND GOVERNOR PRINTZ BOULEVARD (U.S. 13A) GO
 JU0789'IN A NORTHERLY DIRECTION ON U.S. HIGHWAY 13A FOR 1.4 MILES TO
 JU0789'BRIDGE OVER CHRISTINA RIVER, CONTINUE 0.8 MILE TO BRIDGE OVER
 JU0789'BRANDYWINE RIVER, CONTINUE FOR 1.7 MILES TO THE STRAWBRIDGE
 JU0789'AND CLOTHIERS CO.  CONTINUE ON U.S. HIGHWAY 13A FOR 3.5
 JU0789'MILES TO INTERSECTION OF LEXINGTON DRIVE AND STATION AS
 JU0789'DESCRIBED.
 JU0789'
 JU0789'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK SET IN A
 JU0789'12 BY 12 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 JU0789'GROUND.  THE DISK IS STAMPED LEX NO 1 1958.  IT IS 21-1/2
 JU0789'FEET SOUTHEAST OF CENTERLINE OF WEST BOUND TRAFFIC LANE
 JU0789'AND 201 FEET NORTHWEST OF CENTERLINE OF EAST BOUND TRAFFIC LANE.
 JU0789'
 JU0789'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE DISK SET IN A
 JU0789'12 BY 12 INCH CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 JU0789'FROM THE GROUND.  THE DISK IS STAMPED LEX NO 2 1958.  IT IS
 JU0789'24 FEET NORTHWEST OF CENTERLINE WEST BOUND TRAFFIC LANE,
 JU0789'20 FEET SOUTHWEST OF CENTERLINE OF LEXINGTON DRIVE
 JU0789'AND 2-1/2 FEET SOUTH OF POWERLINE POLE NO. 12.
 JU0789'
 JU0789'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU0789
 JU0789                          STATION RECOVERY (1965)
 JU0789
 JU0789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 JU0789'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AS
 JU0789'DESCRIBED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 JU0789'WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED WITH THE
 JU0789'FOLLOWING EXCEPTION--IT IS 21 FEET SOUTHEAST OF THE CENTERLINE
 JU0789'OF THE SOUTHWEST BOUND LANE AND NOT 201 FEET AS GIVEN IN THE
 JU0789'ORIGINAL DESCRIPTION.
 JU0789'
 JU0789'THE STATION IS ADEQUATELY DESCRIBED.
 JU0789
 JU0789                          STATION RECOVERY (1965)
 JU0789
 JU0789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JU0789'3.4 MI NE FROM WILMINGTON.
 JU0789'3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 13 A (GOVERNOR PRINTZ
 JU0789'BLVD.) FROM THE OVERPASS OF EDGEMOOR ROAD OVER HIGHWAY AT
 JU0789'WILMINGTON, AT THE INTERSECTION OF LEXINGTON DRIVE LEADING
 JU0789'NORTHWEST, IN THE CENTERLINE OF DIVIDING STRIP BETWEEN LANES
 JU0789'OF HIGHWAY, 46 FEET SOUTHWEST OF CENTERLINE OF LEXINGTON DRIVE
 JU0789'CROSSOVER, 21 FEET SOUTHEAST OF CENTERLINE OF SOUTHWEST BOUND
 JU0789'TRAFFIC LANE OF HIGHWAY, 52.5 FEET SOUTH OF RM NO. 2, 89.6 FEET
 JU0789'NORTHEAST OF RM NO.1 AND SET IN THE TOP OF A CONCRETE POST
 JU0789'PROJECTING 2 INCHES.
 JU0789
 JU0789                          STATION RECOVERY (1979)
 JU0789
 JU0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0789'RECOVERED IN GOOD CONDITION.
 JU0789
 JU0789                          STATION RECOVERY (1979)
 JU0789
 JU0789'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1979
 JU0789'RECOVERED IN GOOD CONDITION.
 JU0789
 JU0789                          STATION RECOVERY (1980)
 JU0789
 JU0789'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (WW)
 JU0789'RECOVERED BY VANDEMARK LYNCH INC.
 JU0789'
 JU0789'LEX 1958 GOOD (STATION AND REFERENCE MARKS ADEQUATELY DESCRIBED).
 JU0789'
 JU0789'LEX NO. 1 1958 GOOD (STATION AND REFERENCE MARKS ADEQUATELY
 JU0789'DESCRIBED.
 JU0789'
 JU0789'LEX NO. 2 1958 GOOD (STATION AND REFERENCE MARKS ADEQUATELY
 JU0789'DESCRIBED).
 JU0789
 JU0789                          STATION RECOVERY (1984)
 JU0789
 JU0789'RECOVERY NOTE BY US POWER SQUADRON 1984 (RPD)
 JU0789'STATION RM 2 NOT RECOVERED.
 JU0789'
 JU0789'MARK COULD NOT BE FOUND AT LOCATION INDICATED.  GROUND PROBED TO A
 JU0789'DEPTH OF 1 FOOT WITHIN A 2 FOOT CIRCLE OF DESCRIBED LOCATION.
 JU0789'REFERENCE 10-1/2 FEET NORTH-NORTHEAST OF CENTER OF IRON GRILL
 JU0789'COVERED DRAIN IS INCORRECT SINCE DRAIN HAS BEEN REMOVED AND FILLED
 JU0789'IN.
 JU0789'
 JU0789'LEX NO 1 1958 RECOVERED GOOD.
 JU0789'
 JU0789'LOCATION GIVEN IS ACCURATE.
 JU0789'
 JU0789'MARK WAS ABOUT 1 INCH BELOW GROUND.
 JU0789'
 JU0789'LEX 1958 RECOVERED GOOD.
 JU0789'
 JU0789'LOCATION GIVEN IS ACCURATE.
 JU0789'
 JU0789'MARK ABOUT AT GROUND LEVEL BURIED IN GRASS.
 JU0789'
 JU0789'(MEASUREMENTS CHECKED WITH 100 FT STEEL TAPE).
 JU0789
 JU0789                          STATION RECOVERY (1986)
 JU0789
 JU0789'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (JDR)
 JU0789'NO RECOVERY NOTE SUBMITTED
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0791 ***********************************************************************
 JU0791  DESIGNATION -  LEX RM 1
 JU0791  PID         -  JU0791
 JU0791  STATE/COUNTY-  DE/NEW CASTLE
 JU0791  COUNTRY     -  US
 JU0791  USGS QUAD   -  MARCUS HOOK (2019)
 JU0791
 JU0791                         *CURRENT SURVEY CONTROL
 JU0791  ______________________________________________________________________
 JU0791* NAD 83(1986) POSITION- 39 47 19.16   (N) 075 28 05.42   (W)   HD_HELD1
 JU0791* NAVD 88 ORTHO HEIGHT -     6.690 (meters)       21.95  (feet) ADJUSTED
 JU0791  ______________________________________________________________________
 JU0791  GEOID HEIGHT    -        -32.942 (meters)                     GEOID18
 JU0791  DYNAMIC HEIGHT  -          6.686 (meters)       21.94  (feet) COMP
 JU0791  MODELED GRAVITY -    980,179.8   (mgal)                       NAVD 88
 JU0791
 JU0791  VERT ORDER      -  FIRST     CLASS II
 JU0791
 JU0791.The horizontal coordinates were determined by differentially corrected
 JU0791.hand held GPS observations or other comparable positioning techniques
 JU0791.and have an estimated accuracy of +/- 3 meters.
 JU0791
 JU0791.The orthometric height was determined by differential leveling and
 JU0791.adjusted by the NATIONAL GEODETIC SURVEY
 JU0791.in June 1991.
 JU0791
 JU0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0791.GEOID18 height accuracy estimate available here.
 JU0791
 JU0791.Click photographs - Photos may exist for this station.
 JU0791
 JU0791.The dynamic height is computed by dividing the NAVD 88
 JU0791.geopotential number by the normal gravity value computed on the
 JU0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0791.degrees latitude (g = 980.6199 gals.).
 JU0791
 JU0791.The modeled gravity was interpolated from observed gravity values.
 JU0791
 JU0791;                    North         East    Units  Estimated Accuracy
 JU0791;SPC DE       -   198,565.2     195,588.2     MT  (+/- 3 meters HH1 GPS) 
 JU0791
 JU0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5991304405(NAD 83)
 JU0791
 JU0791                          SUPERSEDED SURVEY CONTROL
 JU0791
 JU0791  NGVD 29 (01/10/92)    6.959  (m)           22.83   (f) ADJUSTED    1 2
 JU0791  NGVD 29 (??/??/87)    6.977  (m)           22.89   (f) SUPERSEDED  1 2
 JU0791
 JU0791.Superseded values are not recommended for survey control.
 JU0791
 JU0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0791.See file dsdata.pdf to determine how the superseded data were derived.
 JU0791
 JU0791_MARKER: DR = REFERENCE MARK DISK
 JU0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0791_STAMPING: LEX NO 1 1958
 JU0791_MARK LOGO: CGS
 JU0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0791+STABILITY: SURFACE MOTION
 JU0791
 JU0791  HISTORY     - Date     Condition        Report By
 JU0791  HISTORY     - 1958     MONUMENTED       CGS
 JU0791  HISTORY     - 1965     GOOD             CGS
 JU0791  HISTORY     - 1979     GOOD             NGS
 JU0791  HISTORY     - 1979     GOOD             UDE
 JU0791
 JU0791                          STATION DESCRIPTION
 JU0791
 JU0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU0791'3.4 MI NE FROM WILMINGTON.
 JU0791'89.6 FEET SOUTHWEST OF TRIANGULATION STATION LEX, DESCRIBED,
 JU0791'135 1/2 FEET SOUTHWEST OF CENTERLINE OF LEXINGTON DRIVE
 JU0791'CROSSOVER, IN THE CENTER OF DIVIDING STRIP BETWEEN LANES OF
 JU0791'HIGHWAY, 21 1/2 FEET SOUTHEAST OF CENTERLINE OF SOUTHWEST BOUND
 JU0791'LANE OF HIGHWAY, 125.3 FEET SOUTH-SOUTHWEST OF RM NO. 2 AND
 JU0791'SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 JU0791
 JU0791                          STATION RECOVERY (1979)
 JU0791
 JU0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0791'RECOVERED IN GOOD CONDITION.
 JU0791
 JU0791                          STATION RECOVERY (1979)
 JU0791
 JU0791'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1979
 JU0791'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0790 ***********************************************************************
 JU0790  DESIGNATION -  LEX RM 2
 JU0790  PID         -  JU0790
 JU0790  STATE/COUNTY-  DE/NEW CASTLE
 JU0790  COUNTRY     -  US
 JU0790  USGS QUAD   -  MARCUS HOOK (2019)
 JU0790
 JU0790                         *CURRENT SURVEY CONTROL
 JU0790  ______________________________________________________________________
 JU0790* NAD 83(1986) POSITION- 39 47 20.29   (N) 075 28 04.76   (W)   HD_HELD1
 JU0790* NAVD 88 ORTHO HEIGHT -     6.716 (meters)       22.03  (feet) ADJUSTED
 JU0790  ______________________________________________________________________
 JU0790  GEOID HEIGHT    -        -32.942 (meters)                     GEOID18
 JU0790  DYNAMIC HEIGHT  -          6.713 (meters)       22.02  (feet) COMP
 JU0790  MODELED GRAVITY -    980,179.8   (mgal)                       NAVD 88
 JU0790
 JU0790  VERT ORDER      -  FIRST     CLASS II
 JU0790
 JU0790.The horizontal coordinates were determined by differentially corrected
 JU0790.hand held GPS observations or other comparable positioning techniques
 JU0790.and have an estimated accuracy of +/- 3 meters.
 JU0790
 JU0790.The orthometric height was determined by differential leveling and
 JU0790.adjusted by the NATIONAL GEODETIC SURVEY
 JU0790.in June 1991.
 JU0790
 JU0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0790.GEOID18 height accuracy estimate available here.
 JU0790
 JU0790.Click photographs - Photos may exist for this station.
 JU0790
 JU0790.The dynamic height is computed by dividing the NAVD 88
 JU0790.geopotential number by the normal gravity value computed on the
 JU0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0790.degrees latitude (g = 980.6199 gals.).
 JU0790
 JU0790.The modeled gravity was interpolated from observed gravity values.
 JU0790
 JU0790;                    North         East    Units  Estimated Accuracy
 JU0790;SPC DE       -   198,600.0     195,604.0     MT  (+/- 3 meters HH1 GPS) 
 JU0790
 JU0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5992904440(NAD 83)
 JU0790
 JU0790                          SUPERSEDED SURVEY CONTROL
 JU0790
 JU0790  NGVD 29 (01/10/92)    6.985  (m)           22.92   (f) ADJUSTED    1 2
 JU0790  NGVD 29 (??/??/87)    7.001  (m)           22.97   (f) SUPERSEDED  1 2
 JU0790
 JU0790.Superseded values are not recommended for survey control.
 JU0790
 JU0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0790.See file dsdata.pdf to determine how the superseded data were derived.
 JU0790
 JU0790_MARKER: DR = REFERENCE MARK DISK
 JU0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0790_STAMPING: LEX NO 2 1958
 JU0790_MARK LOGO: CGS
 JU0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0790+STABILITY: SURFACE MOTION
 JU0790
 JU0790  HISTORY     - Date     Condition        Report By
 JU0790  HISTORY     - 1958     MONUMENTED       CGS
 JU0790  HISTORY     - 1965     GOOD             CGS
 JU0790  HISTORY     - 1979     GOOD             NGS
 JU0790  HISTORY     - 1979     GOOD             UDE
 JU0790  HISTORY     - 19910716 MARK NOT FOUND   USGS
 JU0790  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU0790
 JU0790                          STATION DESCRIPTION
 JU0790
 JU0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU0790'3.4 MI NE FROM WILMINGTON.
 JU0790'52.5 FEET NORTH OF TRIANGULATION STATION LEX, DESCRIBED, 18
 JU0790'FEET SOUTHWEST OF CENTERLINE OF LEXINGTON DRIVE, 24 FEET
 JU0790'NORTHWEST OF CENTERLINE OF SOUTHWEST BOUND LANE OF HIGHWAY,
 JU0790'123.5 FEET NORTH-NORTHEAST OF RM NO. 1, 2 1/2 FEET SOUTH OF
 JU0790'POWER POLE NO. 12, 10 1/2 FEET NORTH-NORTHEAST OF CENTER OF IRON
 JU0790'GRILL COVERED DRAIN, IN THE BOTTOM CORNER OF DIRT BANK OF YARD
 JU0790'AT HOUSE NO. 7509 GOVERNOR PRINTZ BLVD., ABOUT LEVEL WITH
 JU0790'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JU0790
 JU0790                          STATION RECOVERY (1979)
 JU0790
 JU0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0790'RECOVERED IN GOOD CONDITION.
 JU0790
 JU0790                          STATION RECOVERY (1979)
 JU0790
 JU0790'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1979
 JU0790'RECOVERED IN GOOD CONDITION.
 JU0790
 JU0790                          STATION RECOVERY (1991)
 JU0790
 JU0790'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991 (RBD)
 JU0790'MARK NOT FOUND.
 JU0790
 JU0790                          STATION RECOVERY (2013)
 JU0790
 JU0790'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU0790'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3682 ***********************************************************************
 JU3682  DESIGNATION -  LINDEN
 JU3682  PID         -  JU3682
 JU3682  STATE/COUNTY-  DE/NEW CASTLE
 JU3682  COUNTRY     -  US
 JU3682  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3682
 JU3682                         *CURRENT SURVEY CONTROL
 JU3682  ______________________________________________________________________
 JU3682* NAD 83(1991) POSITION- 39 44 22.85511(N) 075 33 50.38921(W)   ADJUSTED
 JU3682* NAVD 88 ORTHO HEIGHT -    11.    (meters)       36.    (feet) SCALED
 JU3682  ______________________________________________________________________
 JU3682  GEOID HEIGHT    -        -32.924 (meters)                     GEOID18
 JU3682  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 JU3682  HORZ ORDER      -  SECOND
 JU3682
 JU3682.The horizontal coordinates were established by classical geodetic methods
 JU3682.and adjusted by the National Geodetic Survey in January 1992.
 JU3682
 JU3682.The orthometric height was scaled from a topographic map.
 JU3682
 JU3682.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3682.GEOID18 height accuracy estimate available here.
 JU3682
 JU3682.Click photographs - Photos may exist for this station.
 JU3682
 JU3682.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3682
 JU3682. The following values were computed from the NAD 83(1991) position.
 JU3682
 JU3682;                    North         East     Units Scale Factor Converg.
 JU3682;SPC DE       -   193,136.760   187,371.311   MT  0.99999696   -0 05 39.1
 JU3682;SPC DE       -   633,649.52    614,734.04   sFT  0.99999696   -0 05 39.1
 JU3682;UTM  18      - 4,399,017.173   451,674.926   MT  0.99962875   -0 21 38.1
 JU3682
 JU3682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3682!SPC DE       -   1.00000349  x   0.99999696  =   1.00000045
 JU3682!UTM  18      -   1.00000349  x   0.99962875  =   0.99963224
 JU3682
 JU3682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5167499017(NAD 83)
 JU3682
 JU3682                          SUPERSEDED SURVEY CONTROL
 JU3682
 JU3682  NAD 83(1986)-  39 44 22.85156(N)    075 33 50.39590(W) AD(       ) 2
 JU3682  NAD 27      -  39 44 22.44200(N)    075 33 51.67400(W) AD(       ) 2
 JU3682
 JU3682.Superseded values are not recommended for survey control.
 JU3682
 JU3682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3682.See file dsdata.pdf to determine how the superseded data were derived.
 JU3682
 JU3682_MARKER: DE = TRAVERSE STATION DISK
 JU3682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3682_STAMPING: LINDEN 1959
 JU3682_MARK LOGO: CGS
 JU3682_PROJECTION: FLUSH
 JU3682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3682+STABILITY: SURFACE MOTION
 JU3682
 JU3682  HISTORY     - Date     Condition        Report By
 JU3682  HISTORY     - 1959     MONUMENTED       CGS
 JU3682  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU3682
 JU3682                          STATION DESCRIPTION
 JU3682
 JU3682'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU3682'STATION UNOCCUPIED.
 JU3682'
 JU3682'STATION IS LOCATED AT THE INTERSECTION OF SOUTH JACKSON
 JU3682'STREET AND LINDEN AVENUE IN WILMINGTON.  STATION IS 22-1/2
 JU3682'FEET SOUTHWEST OF APPROXIMATE CENTERLINE OF LINDEN
 JU3682'AVENUE, 21 FEET NORTH-NORTHWEST OF APPROXIMATE CENTERLINE OF
 JU3682'JACKSON STREET AND 7 FEET WAS WEST OF CURB.  THE MARK IS A
 JU3682'STANDARD TRAVERSE DISK SET IN CONCRETE IN A BRICK
 JU3682'SIDEWALK.  THE MARK IS SET FLUSH AND THE DISK IS STAMPED
 JU3682'LINDEN 1959.
 JU3682
 JU3682                          STATION RECOVERY (2013)
 JU3682
 JU3682'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3682'BELIEVED TO BE DESTROYED IN CONSTRUCTION OF HANDICAP ACCESIBLE
 JU3682'SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3411 ***********************************************************************
 JU3411  DESIGNATION -  LISTON POINT
 JU3411  PID         -  JU3411
 JU3411  STATE/COUNTY-  DE/NEW CASTLE
 JU3411  COUNTRY     -  US
 JU3411  USGS QUAD   -  TAYLORS BRIDGE (2016)
 JU3411
 JU3411                         *CURRENT SURVEY CONTROL
 JU3411  ______________________________________________________________________
 JU3411* NAD 83(1991) POSITION- 39 25 05.34302(N) 075 32 25.16774(W)   ADJUSTED
 JU3411* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU3411  ______________________________________________________________________
 JU3411  GEOID HEIGHT    -        -33.747 (meters)                     GEOID18
 JU3411  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC18
 JU3411  HORZ ORDER      -  SECOND
 JU3411
 JU3411.The horizontal coordinates were established by classical geodetic methods
 JU3411.and adjusted by the National Geodetic Survey in January 1992.
 JU3411
 JU3411.The orthometric height was scaled from a topographic map.
 JU3411
 JU3411.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3411.GEOID18 height accuracy estimate available here.
 JU3411
 JU3411.Click photographs - Photos may exist for this station.
 JU3411
 JU3411.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3411
 JU3411. The following values were computed from the NAD 83(1991) position.
 JU3411
 JU3411;                    North         East     Units Scale Factor Converg.
 JU3411;SPC DE       -   157,435.362   189,351.365   MT  0.99999640   -0 04 42.7
 JU3411;SPC DE       -   516,519.18    621,230.27   sFT  0.99999640   -0 04 42.7
 JU3411;SPC NJ       -    65,435.131    60,421.277   MT  0.99999877   -0 39 38.2
 JU3411;SPC NJ       -   214,681.76    198,232.14   sFT  0.99999877   -0 39 38.2
 JU3411;UTM  18      - 4,363,320.159   453,488.868   MT  0.99962663   -0 20 35.2
 JU3411
 JU3411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3411!SPC DE       -   1.00000502  x   0.99999640  =   1.00000142
 JU3411!SPC NJ       -   1.00000502  x   0.99999877  =   1.00000379
 JU3411!UTM  18      -   1.00000502  x   0.99962663  =   0.99963165
 JU3411
 JU3411:                Primary Azimuth Mark                     Grid Az
 JU3411:SPC DE       -  WINDMILL SQUARE WHITE TOWER              163 20 03.7
 JU3411:SPC NJ       -  WINDMILL SQUARE WHITE TOWER              163 54 59.2
 JU3411:UTM  18      -  WINDMILL SQUARE WHITE TOWER              163 35 56.2
 JU3411
 JU3411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5348863320(NAD 83)
 JU3411
 JU3411|---------------------------------------------------------------------|
 JU3411| PID    Reference Object                     Distance      Geod. Az  |
 JU3411|                                                           dddmmss.s |
 JU3411| JU3414 LISTON                              249.085 METERS 13541     |
 JU3411| JU3412 DELAWARE R AND BAY MON               50.536 METERS 13909     |
 JU3411| CB2189 LISTON POINT RM 1                    48.216 METERS 14803     |
 JU3411| JU3417 WINDMILL SQUARE WHITE TOWER         APPROX. 4.7 KM 1631521.0 |
 JU3411| CB2190 LISTON POINT RM 2                    33.744 METERS 28737     |
 JU3411|---------------------------------------------------------------------|
 JU3411
 JU3411                          SUPERSEDED SURVEY CONTROL
 JU3411
 JU3411  NAD 83(1986)-  39 25 05.33526(N)    075 32 25.17749(W) AD(       ) 2
 JU3411  NAD 27      -  39 25 04.92900(N)    075 32 26.44900(W) AD(       ) 2
 JU3411
 JU3411.Superseded values are not recommended for survey control.
 JU3411
 JU3411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3411.See file dsdata.pdf to determine how the superseded data were derived.
 JU3411
 JU3411_MARKER: DS = TRIANGULATION STATION DISK
 JU3411_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JU3411_STAMPING: LISTON POINT 1933
 JU3411_MARK LOGO: CGS
 JU3411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3411
 JU3411  HISTORY     - Date     Condition        Report By
 JU3411  HISTORY     - 1933     MONUMENTED       CGS
 JU3411  HISTORY     - 1946     SEE DESCRIPTION  CGS
 JU3411
 JU3411                          STATION DESCRIPTION
 JU3411
 JU3411'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3411'THIS STATION IS ON LISTON POINT ON THE DELAWARE SHORE OF THE
 JU3411'DELAWARE RIVER, ABOUT 8 MILES ESE OF ODESSA, DELAWARE, 7 MILES
 JU3411'NE OF SMYRNA, DELAWARE, 7 MILES NE OF SMYRNA, DELAWARE, AND
 JU3411'4 MILES ABOVE THE MOUTH OF THE SMYRNA RIVER.  IT IS ABOUT 200
 JU3411'YARDS NW OF THE EXTREME OUTER EDGE OF LISTON POINT ON WHICH IS
 JU3411'LOCATED A UNITED STATES ARMY ENGINEERS TRIPOD.  IT IS ON THE
 JU3411'HIGHEST PART OF THE BEACH ABOUT 30 FEET BACK FROM THE HIGHWATER
 JU3411'LINE.
 JU3411'
 JU3411'STATION MARK IS A STANDARD BRONZE DISK IN A TILE.
 JU3411'UNDERGROUND MARK IS A BLOCK OF CONCRETE BELOW THE
 JU3411'GROUND CONTAINING A STANDARD BRONZE DISK.
 JU3411'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD BRONZE DISKS SET
 JU3411'IN CONCRETE IN THE TOP OF A TILE.
 JU3411'
 JU3411'REFERENCE MARK NO.1 IS SSW OF THE STATION, 25.5 FEET W OF A
 JU3411'SQUARE GRANITE MONUMENT.
 JU3411'
 JU3411'REFERENCE MARK NO.2 IS NW OF THE STATION, ALONG LINE BETWEEN
 JU3411'SANDY BEACH AND GRASS COVERED MARSH.
 JU3411'
 JU3411'THE MONUMENT MARKING THE BOUNDARY BETWEEN THE DELAWARE RIVER
 JU3411'AND DELAWARE BAY IS SSW OF THE STATION.  IT IS A SQUARE GRAY
 JU3411'GRANITE MONUMENT ABOUT 8 FEET HIGH AND HAS A POINTED TOP.  ON THE
 JU3411'RIVER SIDE IT IS LETTERED MOUTH OF THE DELAWARE RIVER AND OTHER
 JU3411'EXPLANATORY MATTER.
 JU3411'
 JU3411'THE STATION IS BEST REACHED BY BOAT WITH A CHART AS A GUIDE.
 JU3411
 JU3411                          STATION RECOVERY (1946)
 JU3411
 JU3411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3411'STATION IS DESTROYED.  UNDERGROUND MARK STILL REMAINS BUT IS
 JU3411'UNDER WATER AT HIGH WATER, AND IS IN FAIR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2534 ***********************************************************************
 JU2534  DESIGNATION -  LISTON RANGE FRONT LIGHT
 JU2534  PID         -  JU2534
 JU2534  STATE/COUNTY-  DE/NEW CASTLE
 JU2534  COUNTRY     -  US
 JU2534  USGS QUAD   -  TAYLORS BRIDGE (2016)
 JU2534
 JU2534                         *CURRENT SURVEY CONTROL
 JU2534  ______________________________________________________________________
 JU2534* NAD 83(1991) POSITION- 39 28 57.13517(N) 075 35 29.96260(W)   NO CHECK
 JU2534* NAVD 88 ORTHO HEIGHT -     5.    (meters)       16.    (feet) VERTCON3
 JU2534  ______________________________________________________________________
 JU2534  GEOID HEIGHT    -        -33.598 (meters)                     GEOID18
 JU2534  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC18
 JU2534  HORZ ORDER      -  THIRD
 JU2534
 JU2534.The horizontal coordinates were established by classical geodetic methods
 JU2534.and adjusted by the National Geodetic Survey in January 1992.
 JU2534
 JU2534.No horizontal observational check was made to the station.
 JU2534
 JU2534.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2534
 JU2534.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2534.GEOID18 height accuracy estimate available here.
 JU2534
 JU2534.Click photographs - Photos may exist for this station.
 JU2534
 JU2534.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2534
 JU2534. The following values were computed from the NAD 83(1991) position.
 JU2534
 JU2534;                    North         East     Units Scale Factor Converg.
 JU2534;SPC DE       -   164,591.123   184,944.850   MT  0.99999779   -0 06 40.6
 JU2534;SPC DE       -   539,996.04    606,773.23   sFT  0.99999779   -0 06 40.6
 JU2534;SPC NJ       -    72,635.368    56,087.710   MT  1.00000855   -0 41 39.0
 JU2534;SPC NJ       -   238,304.54    184,014.43   sFT  1.00000855   -0 41 39.0
 JU2534;UTM  18      - 4,370,493.567   449,117.074   MT  0.99963188   -0 22 34.4
 JU2534
 JU2534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2534!SPC DE       -   1.00000442  x   0.99999779  =   1.00000221
 JU2534!SPC NJ       -   1.00000442  x   1.00000855  =   1.00001297
 JU2534!UTM  18      -   1.00000442  x   0.99963188  =   0.99963630
 JU2534
 JU2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4911770493(NAD 83)
 JU2534
 JU2534                          SUPERSEDED SURVEY CONTROL
 JU2534
 JU2534  NAD 83(1986)-  39 28 57.12636(N)    075 35 29.97127(W) AD(       ) 3
 JU2534  NGVD 29 (06/08/88)    6.     (m)           20.     (f) VERT ANG       
 JU2534
 JU2534.Superseded values are not recommended for survey control.
 JU2534
 JU2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2534.See file dsdata.pdf to determine how the superseded data were derived.
 JU2534
 JU2534_MARKER: 14 = NAVIGATION LIGHT
 JU2534_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2534
 JU2534  HISTORY     - Date     Condition        Report By
 JU2534  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU2534
 JU2534                          STATION DESCRIPTION
 JU2534
 JU2534'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2534'THE STATION, LISTON RANGE FRONT LIGHT, IS THE CENTER OF THE LIGHT
 JU2534'ATOP THE LIGHT STRUCTURE.  IT IS COAST GUARD LL  2177.
 JU2534'
 JU2534'THE STATION IS LOCATED ON THE WEST SHORE OF DELAWARE RIVER,
 JU2534'NORTH FROM SILVER RUN, AND AT THE SOUTH END OF A
 JU2534'COMMUNITY KNOWN AS BAY VIEW BEACH.
 JU2534'
 JU2534'TO REACH THE STATION FROM THE SOUTH END OF THE REEDY ISLAND DIKE,
 JU2534'GO BY BOAT NORTHWEST TO THE OLD COAST GUARD BASE AND THE
 JU2534'VICINITY OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3793 ***********************************************************************
 JU3793  DESIGNATION -  LISTON REAR RANGE LIGHT
 JU3793  PID         -  JU3793
 JU3793  STATE/COUNTY-  DE/NEW CASTLE
 JU3793  COUNTRY     -  US
 JU3793  USGS QUAD   -  SAINT GEORGES (2016)
 JU3793
 JU3793                         *CURRENT SURVEY CONTROL
 JU3793  ______________________________________________________________________
 JU3793* NAD 83(1991) POSITION- 39 31 25.63837(N) 075 38 22.89667(W)   ADJUSTED
 JU3793  ______________________________________________________________________
 JU3793  GEOID HEIGHT    -        -33.430 (meters)                     GEOID18
 JU3793  LAPLACE CORR    -         -2.47  (seconds)                    DEFLEC18
 JU3793  HORZ ORDER      -  THIRD
 JU3793
 JU3793.The horizontal coordinates were established by classical geodetic methods
 JU3793.and adjusted by the National Geodetic Survey in January 1992.
 JU3793
 JU3793.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3793.GEOID18 height accuracy estimate available here.
 JU3793
 JU3793.Click photographs - Photos may exist for this station.
 JU3793
 JU3793.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3793
 JU3793. The following values were computed from the NAD 83(1991) position.
 JU3793
 JU3793;                    North         East     Units Scale Factor Converg.
 JU3793;SPC DE       -   169,180.119   180,823.325   MT  0.99999953   -0 08 31.0
 JU3793;SPC DE       -   555,051.77    593,251.19   sFT  0.99999953   -0 08 31.0
 JU3793;UTM  18      - 4,375,099.902   445,018.316   MT  0.99963722   -0 24 25.6
 JU3793
 JU3793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4501875099(NAD 83)
 JU3793
 JU3793                          SUPERSEDED SURVEY CONTROL
 JU3793
 JU3793  NAD 83(1986)-  39 31 25.63128(N)    075 38 22.90622(W) AD(       ) 3
 JU3793  NAD 27      -  39 31 25.22500(N)    075 38 24.16300(W) AD(       ) 3
 JU3793
 JU3793.Superseded values are not recommended for survey control.
 JU3793
 JU3793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3793.See file dsdata.pdf to determine how the superseded data were derived.
 JU3793
 JU3793_MARKER: 14 = NAVIGATION LIGHT
 JU3793_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3793_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3793+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 JU3793
 JU3793  HISTORY     - Date     Condition        Report By
 JU3793  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3793  HISTORY     - 1975     GOOD             NGS
 JU3793  HISTORY     - 1984     GOOD             NOS
 JU3793  HISTORY     - 19910612 GOOD             USPSQD
 JU3793  HISTORY     - 20050817 GOOD             GEOCAC
 JU3793
 JU3793                          STATION DESCRIPTION
 JU3793
 JU3793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3793'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JU3793
 JU3793                          STATION RECOVERY (1984)
 JU3793
 JU3793'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU3793'RECOVERED AS DESCRIBED.  THE LIGHT IS COAST GUARD LL  2178.
 JU3793
 JU3793                          STATION RECOVERY (1991)
 JU3793
 JU3793'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAR)
 JU3793'RECOVERED IN GOOD CONDITION.
 JU3793
 JU3793                          STATION RECOVERY (2005)
 JU3793
 JU3793'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU3793'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0804 ***********************************************************************
 JU0804  DESIGNATION -  LORE
 JU0804  PID         -  JU0804
 JU0804  STATE/COUNTY-  DE/NEW CASTLE
 JU0804  COUNTRY     -  US
 JU0804  USGS QUAD   -  MARCUS HOOK (2019)
 JU0804
 JU0804                         *CURRENT SURVEY CONTROL
 JU0804  ______________________________________________________________________
 JU0804* NAD 83(1991) POSITION- 39 45 26.79325(N) 075 29 33.32724(W)   ADJUSTED
 JU0804* NAVD 88 ORTHO HEIGHT -    11.749 (meters)       38.55  (feet) ADJUSTED
 JU0804  ______________________________________________________________________
 JU0804  GEOID HEIGHT    -        -32.959 (meters)                     GEOID18
 JU0804  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 JU0804  DYNAMIC HEIGHT  -         11.743 (meters)       38.53  (feet) COMP
 JU0804  MODELED GRAVITY -    980,174.2   (mgal)                       NAVD 88
 JU0804
 JU0804  HORZ ORDER      -  SECOND
 JU0804  VERT ORDER      -  FIRST     CLASS I
 JU0804
 JU0804.The horizontal coordinates were established by classical geodetic methods
 JU0804.and adjusted by the National Geodetic Survey in January 1992.
 JU0804
 JU0804.The orthometric height was determined by differential leveling and
 JU0804.adjusted by the NATIONAL GEODETIC SURVEY
 JU0804.in June 1991.
 JU0804
 JU0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0804.GEOID18 height accuracy estimate available here.
 JU0804
 JU0804.Click photographs - Photos may exist for this station.
 JU0804
 JU0804.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU0804
 JU0804.The dynamic height is computed by dividing the NAVD 88
 JU0804.geopotential number by the normal gravity value computed on the
 JU0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0804.degrees latitude (g = 980.6199 gals.).
 JU0804
 JU0804.The modeled gravity was interpolated from observed gravity values.
 JU0804
 JU0804. The following values were computed from the NAD 83(1991) position.
 JU0804
 JU0804;                    North         East     Units Scale Factor Converg.
 JU0804;SPC DE       -   195,101.082   193,493.687   MT  0.99999552   -0 02 54.8
 JU0804;SPC DE       -   640,094.13    634,820.54   sFT  0.99999552   -0 02 54.8
 JU0804;SPC NJ       -   103,056.581    64,947.412   MT  0.99998903   -0 38 05.4
 JU0804;SPC NJ       -   338,111.47    213,081.63   sFT  0.99998903   -0 38 05.4
 JU0804;SPC PA S     -    49,563.555   793,434.356   MT  1.00003216   +1 27 52.5
 JU0804;SPC PA S     -   162,609.76  2,603,125.88   sFT  1.00003216   +1 27 52.5
 JU0804;UTM  18      - 4,400,952.286   457,804.097   MT  0.99962192   -0 18 54.1
 JU0804
 JU0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0804!SPC DE       -   1.00000333  x   0.99999552  =   0.99999885
 JU0804!SPC NJ       -   1.00000333  x   0.99998903  =   0.99999236
 JU0804!SPC PA S     -   1.00000333  x   1.00003216  =   1.00003549
 JU0804!UTM  18      -   1.00000333  x   0.99962192  =   0.99962525
 JU0804
 JU0804:                Primary Azimuth Mark                     Grid Az
 JU0804:SPC DE       -  EDGE                                     238 51 36.1
 JU0804:SPC NJ       -  EDGE                                     239 26 46.7
 JU0804:SPC PA S     -  EDGE                                     237 20 48.8
 JU0804:UTM  18      -  EDGE                                     239 07 35.4
 JU0804
 JU0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5780400952(NAD 83)
 JU0804
 JU0804|---------------------------------------------------------------------|
 JU0804| PID    Reference Object                     Distance      Geod. Az  |
 JU0804|                                                           dddmmss.s |
 JU0804| JU0803 LORE RM 1                            15.071 METERS 04410     |
 JU0804| JU0805 LORE RM 2                            16.272 METERS 22943     |
 JU0804| JU1367 EDGE                                APPROX. 1.1 KM 2384841.3 |
 JU0804|---------------------------------------------------------------------|
 JU0804
 JU0804                          SUPERSEDED SURVEY CONTROL
 JU0804
 JU0804  NAD 83(1986)-  39 45 26.78991(N)    075 29 33.33383(W) AD(       ) 2
 JU0804  NAD 27      -  39 45 26.38030(N)    075 29 34.62490(W) AD(       ) 2
 JU0804  NGVD 29              12.09   (m)           39.7    (f) LEVELING    3  
 JU0804  NGVD 29 (11/26/84)   12.016  (m)           39.42   (f) ADJUSTED    1 1
 JU0804
 JU0804.Superseded values are not recommended for survey control.
 JU0804
 JU0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0804.See file dsdata.pdf to determine how the superseded data were derived.
 JU0804
 JU0804_MARKER: DS = TRIANGULATION STATION DISK
 JU0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0804_STAMPING: LORE 1958
 JU0804_MARK LOGO: CGS
 JU0804_PROJECTION: FLUSH
 JU0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0804+STABILITY: SURFACE MOTION
 JU0804
 JU0804  HISTORY     - Date     Condition        Report By
 JU0804  HISTORY     - 1958     MONUMENTED       CGS
 JU0804  HISTORY     - 1965     GOOD             CGS
 JU0804  HISTORY     - 1965     GOOD             CGS
 JU0804  HISTORY     - 1976     GOOD             LOCENG
 JU0804  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0804  HISTORY     - 1979     MARK NOT FOUND   UDE
 JU0804  HISTORY     - 1980     GOOD             LOCENG
 JU0804  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU0804
 JU0804                          STATION DESCRIPTION
 JU0804
 JU0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JU0804'STATION IS LOCATED ABOUT 3 MILES EAST NORTHEAST OF THE POST
 JU0804'OFFICE IN WILMINGTON, 0.15 MILE NORTHWEST OF THE DELAWARE
 JU0804'RIVER AND IN THE GRASSY ISLAND BETWEEN THE LANES OF U.S.
 JU0804'HIGHWAY NO. 13 ALTERNATE.  IT IS 20-1/2 FEET NORTH OF THE
 JU0804'CENTERLINE OF THE EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY
 JU0804'NO. 13 ALTERNATE, 21 FEET SOUTH OF THE CENTERLINE OF THE
 JU0804'WEST BOUND TRAFFIC LANE OF U.S. HIGHWAY NO. 13 ALTERNATE,
 JU0804'36 FEET NORTHEAST OF A SEWER MAN-HOLE COVER AND ABOUT 170
 JU0804'FEET NORTHEAST OF FOUR TRAFFIC LIGHTS.  THE MARK IS A
 JU0804'STANDARD TRIANGULATION DISK, SET IN A 10 BY 10 INCH CONCRETE
 JU0804'MONUMENT.  FLUSH WITH THE GROUND, AND THE DISK IS STAMPED
 JU0804'LORE 1958.
 JU0804'
 JU0804'REFERENCE MARK NO. 1 IS 24 FEET NORTH OF THE CENTERLINE OF
 JU0804'THE EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY NO. 13 ALTERNATE
 JU0804'AND 18-1/2 FEET SOUTH OF THE CENTERLINE OF THE WEST BOUND
 JU0804'TRAFFIC LANE OF U.S. HIGHWAY NO. 13 ALTERNATE.  THE MARK IS A
 JU0804'STANDARD REFERENCE MARK DISK SET IN A 10 BY 10 INCH CONCRETE
 JU0804'MONUMENT.  FLUSH WITH THE GROUND AND THE DISK IS STAMPED LORE
 JU0804'NO. 1 1958.
 JU0804'
 JU0804'REFERENCE MARK NO. 2 IS 21 FEET NORTH OF THE CENTERLINE OF
 JU0804'THE EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY NO. 13 ALTERNATE,
 JU0804'21-1/2 FEET SOUTH OF THE CENTERLINE OF THE WEST BOUND TRAFFIC
 JU0804'LANE OF U.S. HIGHWAY NO. 13 ALTERNATE AND 17 FEET SOUTHWEST OF
 JU0804'A SEWER MAN-HOLE COVER.  THE MARK IS A STANDARD REFERENCE
 JU0804'MARK DISK SET IN A 10 BY 10 INCH CONCRETE MONUMENT.  FLUSH
 JU0804'WITH THE GROUND AND THE DISK IS STAMPED LORE NO. 2 1958.
 JU0804'
 JU0804'TO REACH THE STATION FROM THE POST OFFICE IN WILMINGTON, GO
 JU0804'EAST ON E 11TH STREET FOR 0.7 MILE TO U.S. HIGHWAY NO. 13
 JU0804'ALTERNATE.  TURN LEFT ON U.S. HIGHWAY NO. 13 ALTERNATE AND GO
 JU0804'NORTHEAST FOR 0.1 MILE TO THE BRIDGE OVER THE BRANDYWINE
 JU0804'RIVER.  CONTINUE NORTHEAST ON U.S. HIGHWAY NO. 13 ALTERNATE
 JU0804'FOR 1.7 MILES TO THE STRAWBRIDGE AND CLOTHIER CO. STORE ON
 JU0804'LEFT.  CONTINUE NORTHEAST ON U.S. HIGHWAY NO. 13 ALTERNATE
 JU0804'FOR 0.95 MILE TO TOP OF HILL AND FOUR TRAFFIC
 JU0804'LIGHTS.  CONTINUE NORTHEAST ON U.S. HIGHWAY NO. 13 ALTERNATE
 JU0804'FOR ABOUT 170 FEET TO THE STATION ON LEFT AS DESCRIBED.
 JU0804'
 JU0804'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU0804
 JU0804                          STATION RECOVERY (1965)
 JU0804
 JU0804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JB)
 JU0804'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 JU0804'GOOD CONDITION.
 JU0804'
 JU0804'THE ORIGINAL DESCRIPTION IS INADEQUATE.  A COMPLETE NEW
 JU0804'DESCRIPTION FOLLOWS.
 JU0804'
 JU0804'THE STATION IS ABOUT 3 MILES EAST-NORTHEAST OF THE POST
 JU0804'OFFICE IN WILMINGTON, 0.15 MILE NORTHWEST OF THE DELAWARE
 JU0804'RIVER, 0.7 MILE NORTHEAST OF THE OVERPASS OF EDGEMOOR ROAD
 JU0804'OVER U.S. HIGHWAY 13 A ( GOVERNOR PRINTZ BLVD.) AND IN THE
 JU0804'MEDIAN STRIP BETWEEN THE TRAFFIC LANES.  IT IS 238 FEET
 JU0804'NORTHEAST OF THE CENTERPOLE, SUPPORTING FOUR TRAFFIC LIGHTS,
 JU0804'35 FEET NORTHEAST OF A MANHOLE COVER, 21-1/2 FEET SOUTHEAST
 JU0804'OF THE CENTERLINE OF THE SOUTHWEST BOUND LANE, 20 FEET
 JU0804'NORTHWEST OF THE CENTERLINE OF THE NORTHEAST BOUND LANE AND
 JU0804'1/2 FOOT NORTHEAST OF A STEEL WITNESS POST.  THE MONUMENT IS
 JU0804'FLUSH WITH THE GROUND AND THE DISK IS STAMPED LORE 1958.
 JU0804
 JU0804                          STATION RECOVERY (1965)
 JU0804
 JU0804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JU0804'0.7 MI NE FROM WILMINGTON.
 JU0804'0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 13 A (GOVERNOR PRINTZ
 JU0804'BLVD.) FROM OVERPASS OF EDGEMOOR ROAD OVER HIGHWAY 13 A, IN THE
 JU0804'MEDIAN STRIP, 53.4 FEET NORTHEAST OF RM NO. 2, 49.4 FEET SOUTHWEST
 JU0804'OF RM NO. 1, 238 FEET NORTHEAST OF A CENTERPOLE SUPPORTING 4
 JU0804'TRAFFIC LIGHTS, 35 FEET NORTHEAST OF A MANHOLE COVER, 21 1/2
 JU0804'FEET SOUTHEAST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANE,
 JU0804'20 FEET NORTHWEST OF THE CENTERLINE OF THE NORTHEAST BOUND LANE,
 JU0804'1/2 FOOT NORTHEAST OF A STEEL WITNESS POST AND SET IN THE TOP OF
 JU0804'A CONCRETE POST FLUSH WITH THE GROUND.
 JU0804
 JU0804                          STATION RECOVERY (1976)
 JU0804
 JU0804'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (MJE)
 JU0804'LORE 1958 IN GOOD CONDITION.
 JU0804'
 JU0804'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EDGEMOOR.
 JU0804
 JU0804                          STATION RECOVERY (1979)
 JU0804
 JU0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0804'MARK NOT FOUND.
 JU0804
 JU0804                          STATION RECOVERY (1979)
 JU0804
 JU0804'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1979
 JU0804'MARK NOT FOUND.
 JU0804
 JU0804                          STATION RECOVERY (1980)
 JU0804
 JU0804'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (WW)
 JU0804'RECOVERED BY VANDEMARK LYNCH INC.
 JU0804'
 JU0804'LORE 1958 GOOD
 JU0804'
 JU0804'LORE NO. 1 1958 GOOD
 JU0804'
 JU0804'LORE NO. 2 1958 GOOD
 JU0804'
 JU0804'STATION AND REFERENCE MARKS ADEQUATELY DESCRIBED
 JU0804
 JU0804                          STATION RECOVERY (2013)
 JU0804
 JU0804'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU0804'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0803 ***********************************************************************
 JU0803  DESIGNATION -  LORE RM 1
 JU0803  PID         -  JU0803
 JU0803  STATE/COUNTY-  DE/NEW CASTLE
 JU0803  COUNTRY     -  US
 JU0803  USGS QUAD   -  MARCUS HOOK (2019)
 JU0803
 JU0803                         *CURRENT SURVEY CONTROL
 JU0803  ______________________________________________________________________
 JU0803* NAD 83(1986) POSITION- 39 45 27.14   (N) 075 29 32.89   (W)   HD_HELD1
 JU0803* NAVD 88 ORTHO HEIGHT -    11.546 (meters)       37.88  (feet) ADJUSTED
 JU0803  ______________________________________________________________________
 JU0803  GEOID HEIGHT    -        -32.959 (meters)                     GEOID18
 JU0803  DYNAMIC HEIGHT  -         11.540 (meters)       37.86  (feet) COMP
 JU0803  MODELED GRAVITY -    980,174.2   (mgal)                       NAVD 88
 JU0803
 JU0803  VERT ORDER      -  FIRST     CLASS I
 JU0803
 JU0803.The horizontal coordinates were determined by differentially corrected
 JU0803.hand held GPS observations or other comparable positioning techniques
 JU0803.and have an estimated accuracy of +/- 3 meters.
 JU0803
 JU0803.The orthometric height was determined by differential leveling and
 JU0803.adjusted by the NATIONAL GEODETIC SURVEY
 JU0803.in June 1991.
 JU0803
 JU0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0803.GEOID18 height accuracy estimate available here.
 JU0803
 JU0803.Click photographs - Photos may exist for this station.
 JU0803
 JU0803.The dynamic height is computed by dividing the NAVD 88
 JU0803.geopotential number by the normal gravity value computed on the
 JU0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0803.degrees latitude (g = 980.6199 gals.).
 JU0803
 JU0803.The modeled gravity was interpolated from observed gravity values.
 JU0803
 JU0803;                    North         East    Units  Estimated Accuracy
 JU0803;SPC DE       -   195,111.8     193,504.1     MT  (+/- 3 meters HH1 GPS) 
 JU0803
 JU0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5781400962(NAD 83)
 JU0803
 JU0803                          SUPERSEDED SURVEY CONTROL
 JU0803
 JU0803  NGVD 29 (11/26/84)   11.813  (m)           38.76   (f) ADJUSTED    1 1
 JU0803
 JU0803.Superseded values are not recommended for survey control.
 JU0803
 JU0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0803.See file dsdata.pdf to determine how the superseded data were derived.
 JU0803
 JU0803_MARKER: DR = REFERENCE MARK DISK
 JU0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0803_STAMPING: LORE NO 1 1958
 JU0803_MARK LOGO: CGS
 JU0803_PROJECTION: FLUSH
 JU0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0803+STABILITY: SURFACE MOTION
 JU0803
 JU0803  HISTORY     - Date     Condition        Report By
 JU0803  HISTORY     - 1958     MONUMENTED       CGS
 JU0803  HISTORY     - 1965     GOOD             CGS
 JU0803  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0803  HISTORY     - 1979     MARK NOT FOUND   UDE
 JU0803  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU0803
 JU0803                          STATION DESCRIPTION
 JU0803
 JU0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU0803'0.7 MI NE FROM WILMINGTON.
 JU0803'49.4 FEET NORTHEAST OF TRIANGULATION STATION LORE, DESCRIBED,
 JU0803'23 1/2 FEET NORTHWEST OF THE CENTERLINE OF THE NORTHEAST BOUND
 JU0803'LANE, 18 1/2 FEET SOUTHEAST OF THE CENTERLINE OF THE SOUTHWEST
 JU0803'BOUND LANE, IN MEDIAN STRIP APPROXIMATELY 2 FEET NORTHWEST OF
 JU0803'ITS APPROXIMATE CENTERLINE AND SET IN THE TOP OF A CONCRETE POST
 JU0803'FLUSH WITH THE GROUND.
 JU0803
 JU0803                          STATION RECOVERY (1979)
 JU0803
 JU0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0803'MARK NOT FOUND.
 JU0803
 JU0803                          STATION RECOVERY (1979)
 JU0803
 JU0803'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1979
 JU0803'MARK NOT FOUND.
 JU0803
 JU0803                          STATION RECOVERY (2013)
 JU0803
 JU0803'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU0803'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0805 ***********************************************************************
 JU0805  DESIGNATION -  LORE RM 2
 JU0805  PID         -  JU0805
 JU0805  STATE/COUNTY-  DE/NEW CASTLE
 JU0805  COUNTRY     -  US
 JU0805  USGS QUAD   -  MARCUS HOOK (2019)
 JU0805
 JU0805                         *CURRENT SURVEY CONTROL
 JU0805  ______________________________________________________________________
 JU0805* NAD 83(1986) POSITION- 39 45 26.45   (N) 075 29 33.85   (W)   HD_HELD1
 JU0805* NAVD 88 ORTHO HEIGHT -    11.977 (meters)       39.29  (feet) ADJUSTED
 JU0805  ______________________________________________________________________
 JU0805  GEOID HEIGHT    -        -32.959 (meters)                     GEOID18
 JU0805  DYNAMIC HEIGHT  -         11.972 (meters)       39.28  (feet) COMP
 JU0805  MODELED GRAVITY -    980,174.2   (mgal)                       NAVD 88
 JU0805
 JU0805  VERT ORDER      -  FIRST     CLASS I
 JU0805
 JU0805.The horizontal coordinates were determined by differentially corrected
 JU0805.hand held GPS observations or other comparable positioning techniques
 JU0805.and have an estimated accuracy of +/- 3 meters.
 JU0805
 JU0805.The orthometric height was determined by differential leveling and
 JU0805.adjusted by the NATIONAL GEODETIC SURVEY
 JU0805.in June 1991.
 JU0805
 JU0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0805.GEOID18 height accuracy estimate available here.
 JU0805
 JU0805.Click photographs - Photos may exist for this station.
 JU0805
 JU0805.The dynamic height is computed by dividing the NAVD 88
 JU0805.geopotential number by the normal gravity value computed on the
 JU0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0805.degrees latitude (g = 980.6199 gals.).
 JU0805
 JU0805.The modeled gravity was interpolated from observed gravity values.
 JU0805
 JU0805;                    North         East    Units  Estimated Accuracy
 JU0805;SPC DE       -   195,090.5     193,481.2     MT  (+/- 3 meters HH1 GPS) 
 JU0805
 JU0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5779100941(NAD 83)
 JU0805
 JU0805                          SUPERSEDED SURVEY CONTROL
 JU0805
 JU0805  NGVD 29 (11/26/84)   12.244  (m)           40.17   (f) ADJUSTED    1 1
 JU0805
 JU0805.Superseded values are not recommended for survey control.
 JU0805
 JU0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0805.See file dsdata.pdf to determine how the superseded data were derived.
 JU0805
 JU0805_MARKER: DR = REFERENCE MARK DISK
 JU0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0805_STAMPING: LORE NO 2 1958
 JU0805_MARK LOGO: CGS
 JU0805_PROJECTION: PROJECTING 3 CENTIMETERS
 JU0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0805+STABILITY: SURFACE MOTION
 JU0805
 JU0805  HISTORY     - Date     Condition        Report By
 JU0805  HISTORY     - 1958     MONUMENTED       CGS
 JU0805  HISTORY     - 1965     GOOD             CGS
 JU0805  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0805  HISTORY     - 1979     MARK NOT FOUND   UDE
 JU0805  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU0805
 JU0805                          STATION DESCRIPTION
 JU0805
 JU0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU0805'0.7 MI NE FROM WILMINGTON.
 JU0805'53.4 FEET SOUTHWEST OF TRIANGULATION STATION LORE 1958, DESCRIBED,
 JU0805'21 FEET NORTHWEST OF THE CENTERLINE OF THE NORTHEAST BOUND LANE,
 JU0805'21 FEET SOUTHEAST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANE,
 JU0805'15 1/2 FEET SOUTHWEST OF A MANHOLE COVER, 1 FOOT NORTHEAST OF A
 JU0805'HIGHWAY SIGN AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JU0805'1 INCH.
 JU0805
 JU0805                          STATION RECOVERY (1979)
 JU0805
 JU0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0805'MARK NOT FOUND.
 JU0805
 JU0805                          STATION RECOVERY (1979)
 JU0805
 JU0805'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1979
 JU0805'MARK NOT FOUND.
 JU0805
 JU0805                          STATION RECOVERY (2013)
 JU0805
 JU0805'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU0805'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4354 ***********************************************************************
 JU4354  HT_MOD      -  This is a Height Modernization Survey Station.
 JU4354  DESIGNATION -  LUMS
 JU4354  PID         -  JU4354
 JU4354  STATE/COUNTY-  DE/NEW CASTLE
 JU4354  COUNTRY     -  US
 JU4354  USGS QUAD   -  SAINT GEORGES (2016)
 JU4354
 JU4354                         *CURRENT SURVEY CONTROL
 JU4354  ______________________________________________________________________
 JU4354* NAD 83(2011) POSITION- 39 33 30.59794(N) 075 44 13.82052(W)   ADJUSTED
 JU4354* NAD 83(2011) ELLIP HT-   -11.130 (meters)        (12/20/17)   ADJUSTED
 JU4354* NAD 83(2011) EPOCH   -  2010.00
 JU4354* NAVD 88 ORTHO HEIGHT -    22.11  (meters)       72.5   (feet) GPS OBS
 JU4354  ______________________________________________________________________
 JU4354  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 JU4354  GEOID HEIGHT    -        -33.238 (meters)                     GEOID12B
 JU4354  GEOID HEIGHT    -        -33.221 (meters)                     GEOID18
 JU4354  NAD 83(2011) X  -  1,213,142.908 (meters)                     COMP
 JU4354  NAD 83(2011) Y  - -4,772,283.031 (meters)                     COMP
 JU4354  NAD 83(2011) Z  -  4,040,305.972 (meters)                     COMP
 JU4354  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 JU4354
 JU4354  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4354  Standards:
 JU4354         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4354            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4354  -------------------------------------------------------------------
 JU4354  NETWORK    0.82   0.71           0.36   0.31   0.36     -0.04651834
 JU4354  -------------------------------------------------------------------
 JU4354  Click here for local accuracies and other accuracy information.
 JU4354
 JU4354.The horizontal coordinates were established by GPS observations
 JU4354.and adjusted by the MASER CONSULTING in December 2017.
 JU4354
 JU4354.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4354.been affixed to the stable North American tectonic plate. See 
 JU4354.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4354
 JU4354.The horizontal coordinates are valid at the epoch date displayed above
 JU4354.which is a decimal equivalence of Year/Month/Day.
 JU4354
 JU4354.The orthometric height was determined by GPS observations and a
 JU4354.high-resolution geoid model using precise GPS observation and
 JU4354.processing techniques.
 JU4354
 JU4354.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4354.GEOID18 height accuracy estimate available here.
 JU4354
 JU4354.Click photographs - Photos may exist for this station.
 JU4354
 JU4354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4354
 JU4354.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4354
 JU4354.The ellipsoidal height was determined by GPS observations
 JU4354.and is referenced to NAD 83.
 JU4354
 JU4354. The following values were computed from the NAD 83(2011) position.
 JU4354
 JU4354;                    North         East     Units Scale Factor Converg.
 JU4354;SPC DE       -   173,059.228   172,455.443   MT  1.00000434   -0 12 14.8
 JU4354;SPC DE       -   567,778.48    565,797.57   sFT  1.00000434   -0 12 14.8
 JU4354;SPC MD       -   210,760.606   508,527.804   MT  1.00002078   +0 47 33.3
 JU4354;SPC MD       -   691,470.42  1,668,394.97   sFT  1.00002078   +0 47 33.3
 JU4354;UTM  18      - 4,379,016.308   436,671.478   MT  0.99964938   -0 28 10.2
 JU4354
 JU4354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4354!SPC DE       -   1.00000175  x   1.00000434  =   1.00000609
 JU4354!SPC MD       -   1.00000175  x   1.00002078  =   1.00002253
 JU4354!UTM  18      -   1.00000175  x   0.99964938  =   0.99965113
 JU4354
 JU4354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3667179016(NAD 83)
 JU4354
 JU4354                          SUPERSEDED SURVEY CONTROL
 JU4354
 JU4354  NAD 83(2011)-  39 33 30.59683(N)    075 44 13.82087(W) AD(2010.00) 0
 JU4354  ELLIP H (06/27/12)  -11.108  (m)                       GP(2010.00)    
 JU4354  NAD 83(2007)-  39 33 30.59702(N)    075 44 13.82167(W) AD(2002.00) 0
 JU4354  ELLIP H (02/10/07)  -11.072  (m)                       GP(2002.00)    
 JU4354  ELLIP H (08/30/02)  -11.070  (m)                       GP(       ) 4 2
 JU4354  NAD 83(1991)-  39 33 30.59772(N)    075 44 13.82196(W) AD(       ) 1
 JU4354  ELLIP H (12/03/93)  -11.065  (m)                       GP(       ) 4 1
 JU4354  NGVD 29 (12/03/93)   22.4    (m)  GEOID93  model used  GPS OBS        
 JU4354
 JU4354.Superseded values are not recommended for survey control.
 JU4354
 JU4354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4354.See file dsdata.pdf to determine how the superseded data were derived.
 JU4354
 JU4354_MARKER: DD = SURVEY DISK
 JU4354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4354_STAMPING: LUMS 1993
 JU4354_MARK LOGO: NOS
 JU4354_PROJECTION: FLUSH
 JU4354_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JU4354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4354+STABILITY: SURFACE MOTION
 JU4354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4354+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU4354
 JU4354  HISTORY     - Date     Condition        Report By
 JU4354  HISTORY     - 1993     MONUMENTED       NOS
 JU4354  HISTORY     - 20000305 GOOD             USPSQD
 JU4354  HISTORY     - 20050817 GOOD             GEOCAC
 JU4354  HISTORY     - 20130711 GOOD             DELCOS
 JU4354
 JU4354                          STATION DESCRIPTION
 JU4354
 JU4354'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 JU4354'STATION IS LOCATED ALONG DELAWARE STATE ROUTE 896 IN THE VICINITY OF
 JU4354'LUMS POND STATE PARK AT THE INTERSECTION OF DELAWARE ROUTE 896 AND
 JU4354'DELAWARE STATE ROUTE 71 NORTH.
 JU4354'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 40 AND
 JU4354'DELAWARE STATE ROUTE 896 IN GLASGOW, DE, PROCEED SOUTH ON DELAWARE
 JU4354'STATE ROUTE 896 FOR 3.0 MI (4.8 KM) TO THE INTERSECTION OF STATE
 JU4354'ROUTE 71 NORTH.
 JU4354'STATION MARK IS A STATNDARD NOS ALUMINUM DISK STAMPED ---LUMS 1993---
 JU4354'CONNECTED TO A 42 IN ALUMINUM ROD DRIVEN INTO THE GROUND AND
 JU4354'SURROUNDED BY A MASS OF CONCRETE FLUSH WITH THE GROUND LOCATED IN THE
 JU4354'NE QUADRANT OF THE INTERSECTION, 200 FT (61.0 M) NORTH OF THE
 JU4354'CENTERLINE OF STATE ROUTE 71 NORTH, 153 FT (46.6 M) EAST OF THE
 JU4354'CENTERLINE OF STATE ROUTE 896, AND 54 FT (16.5 M) SOUTH OF A
 JU4354'TELEPHONE POLE LABLED -KA220E-.
 JU4354
 JU4354                          STATION RECOVERY (2000)
 JU4354
 JU4354'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU4354'RECOVERED IN GOOD CONDITION.
 JU4354
 JU4354                          STATION RECOVERY (2005)
 JU4354
 JU4354'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU4354'RECOVERED IN GOOD CONDITION.
 JU4354
 JU4354                          STATION RECOVERY (2013)
 JU4354
 JU4354'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4354'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1409 ***********************************************************************
 HU1409  DESIGNATION -  LUNGO 2
 HU1409  PID         -  HU1409
 HU1409  STATE/COUNTY-  DE/SUSSEX
 HU1409  COUNTRY     -  US
 HU1409  USGS QUAD   -  FRANKFORD (2016)
 HU1409
 HU1409                         *CURRENT SURVEY CONTROL
 HU1409  ______________________________________________________________________
 HU1409* NAD 83(1991) POSITION- 38 36 03.03852(N) 075 09 36.73274(W)   ADJUSTED
 HU1409* NAVD 88 ORTHO HEIGHT -     0.8   (meters)        3.    (feet) VERTCON3
 HU1409  ______________________________________________________________________
 HU1409  GEOID HEIGHT    -        -35.743 (meters)                     GEOID18
 HU1409  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 HU1409  HORZ ORDER      -  SECOND
 HU1409
 HU1409.The horizontal coordinates were established by classical geodetic methods
 HU1409.and adjusted by the National Geodetic Survey in January 1992.
 HU1409
 HU1409.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1409
 HU1409.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1409.GEOID18 height accuracy estimate available here.
 HU1409
 HU1409.Click photographs - Photos may exist for this station.
 HU1409
 HU1409.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1409
 HU1409. The following values were computed from the NAD 83(1991) position.
 HU1409
 HU1409;                    North         East     Units Scale Factor Converg.
 HU1409;SPC DE       -    66,725.854   222,340.666   MT  1.00000114   +0 09 36.0
 HU1409;SPC DE       -   218,916.41    729,462.67   sFT  1.00000114   +0 09 36.0
 HU1409;UTM  18      - 4,272,495.502   486,050.087   MT  0.99960240   -0 05 59.8
 HU1409
 HU1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1409!SPC DE       -   1.00000549  x   1.00000114  =   1.00000663
 HU1409!UTM  18      -   1.00000549  x   0.99960240  =   0.99960789
 HU1409
 HU1409:                Primary Azimuth Mark                     Grid Az
 HU1409:SPC DE       -  RIVER 2                                  065 00 06.3
 HU1409:UTM  18      -  RIVER 2                                  065 15 42.1
 HU1409
 HU1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8605072495(NAD 83)
 HU1409
 HU1409|---------------------------------------------------------------------|
 HU1409| PID    Reference Object                     Distance      Geod. Az  |
 HU1409|                                                           dddmmss.s |
 HU1409| HU1378 RIVER 2                             APPROX. 3.9 KM 0650942.3 |
 HU1409| DC7509 LUNGO 2 RM 4                          6.820 METERS 07204     |
 HU1409| DC7508 LUNGO 2 RM 3                          8.043 METERS 34249     |
 HU1409|---------------------------------------------------------------------|
 HU1409
 HU1409                          SUPERSEDED SURVEY CONTROL
 HU1409
 HU1409  NAD 83(1986)-  38 36 03.02436(N)    075 09 36.74879(W) AD(       ) 2
 HU1409  NAD 27      -  38 36 02.61914(N)    075 09 38.09241(W) AD(       ) 2
 HU1409  NGVD 29 (07/19/86)    1.0    (m)            3.     (f) VERT ANG       
 HU1409
 HU1409.Superseded values are not recommended for survey control.
 HU1409
 HU1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1409.See file dsdata.pdf to determine how the superseded data were derived.
 HU1409
 HU1409_MARKER: DS = TRIANGULATION STATION DISK
 HU1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1409_STAMPING: LUNGO 2 1962
 HU1409_MARK LOGO: CGS
 HU1409_PROJECTION: PROJECTING 30 CENTIMETERS
 HU1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1409+STABILITY: SURFACE MOTION
 HU1409
 HU1409  HISTORY     - Date     Condition        Report By
 HU1409  HISTORY     - 1962     MONUMENTED       CGS
 HU1409
 HU1409                          STATION DESCRIPTION
 HU1409
 HU1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1409'THE STATION IS LOCATED ABOUT 1.0 MILE EAST-NORTHEAST OF OAK
 HU1409'ORCHARD, ON THE NORTH BANK OF THE INDIAN RIVER, ON THE SOUTH
 HU1409'CENTRAL POINT OF THE LARGE MARSH AREA MIDWAY BETWEEN OAK
 HU1409'ORCHARD AND THE MOUTH OF LINGOS CREEK, 42.0 FEET NORTH OF
 HU1409'HIGH WATERLINE, 100.0 FEET NORTH OF AN OLD FISH TRAP, NOT
 HU1409'IN USE, AND 2.9 FEET WEST OF A STANDARD METAL WITNESS POST
 HU1409'AND MARKER.
 HU1409'
 HU1409'TO REACH THE STATION FROM OAK ORCHARD.  GO NORTH ON STATE
 HU1409'HIGHWAY 5 FOR 2.0 MILES TO A CROSSROAD INTERSECTION.  TURN
 HU1409'RIGHT AND GO EAST ON STATE HIGHWAY 5 FOR 1.0 MILE TO A
 HU1409'CROSSROAD.  TURN RIGHT AND GO SOUTH-SOUTHWEST ON A GRAVELED
 HU1409'ROAD FOR 2.0 MILES TO THE CORNER OF A WOODS AND FIELD ON
 HU1409'THE LEFT, JUST AFTER MAKING A SHARP TURN TO THE RIGHT IN THE
 HU1409'GRAVELED ROAD.  TURN LEFT AND SOUTH-SOUTHEAST ON A TRACK
 HU1409'FIELD ROAD ALONG THE EAST EDGE OF TIMBER AND WEST EDGE OF
 HU1409'CULTIVATED FIELD FOR 0.9 MILE TO THE SHORE LINE AND END OF
 HU1409'TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL, PACK SOUTHWEST
 HU1409'ALONG THE SHORE LINE FOR ABOUT 0.4 MILE TO AN OLD FISH
 HU1409'TRAP, A STANDARD METAL WITNESS POST AND THE STATION.  THE
 HU1409'STATION MAY ALSO BE REACHED BY BOAT FROM OAK ORCHARD.
 HU1409'
 HU1409'THE STATION MARK, A STANDARD DISK STAMPED LUNGO 2 1962, IS
 HU1409'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 HU1409'ABOUT 12 INCHES ABOVE THE SURFACE OF THE GROUND.
 HU1409'
 HU1409'REFERENCE MARK 3, A STANDARD DISK STAMPED LUNGO 2 NO 3 1962,
 HU1409'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HU1409'PROJECTING ABOUT 12 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 HU1409'IS 26.4 FEET NORTH OF A STANDARD METAL WITNESS POST AND
 HU1409'MARKER AND 68.0 FEET NORTH OF THE SHORE LINE.
 HU1409'
 HU1409'REFERENCE MARK 4, A STANDARD DISK STAMPED LUNGO 2 1962, IS
 HU1409'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 HU1409'ABOUT 12 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 33.0
 HU1409'FEET NORTH OF THE HIGH WATER LINE AND 19.6 FEET EAST OF A
 HU1409'STANDARD METAL WITNESS POST AND MARKER AND ABOUT THE SAME
 HU1409'ELEVATION AS THE STATION.
 HU1409'
 HU1409'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4283 ***********************************************************************
 JU4283  DESIGNATION -  M 11 RESET
 JU4283  PID         -  JU4283
 JU4283  STATE/COUNTY-  DE/KENT
 JU4283  COUNTRY     -  US
 JU4283  USGS QUAD   -  MARYDEL (2016)
 JU4283
 JU4283                         *CURRENT SURVEY CONTROL
 JU4283  ______________________________________________________________________
 JU4283* NAD 83(2011) POSITION- 39 01 35.32742(N) 075 42 13.54261(W)   ADJUSTED
 JU4283* NAD 83(2011) ELLIP HT-   -17.497 (meters)        (12/20/17)   ADJUSTED
 JU4283* NAD 83(2011) EPOCH   -  2010.00
 JU4283* NAVD 88 ORTHO HEIGHT -    17.105 (meters)       56.12  (feet) ADJUSTED
 JU4283  ______________________________________________________________________
 JU4283  GEOID HEIGHT    -        -34.604 (meters)                     GEOID18
 JU4283  NAD 83(2011) X  -  1,225,160.855 (meters)                     COMP
 JU4283  NAD 83(2011) Y  - -4,807,816.359 (meters)                     COMP
 JU4283  NAD 83(2011) Z  -  3,994,590.137 (meters)                     COMP
 JU4283  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 JU4283  DYNAMIC HEIGHT  -         17.095 (meters)       56.09  (feet) COMP
 JU4283  MODELED GRAVITY -    980,061.9   (mgal)                       NAVD 88
 JU4283
 JU4283  VERT ORDER      -  SECOND    CLASS I
 JU4283
 JU4283  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4283  Standards:
 JU4283         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4283            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4283  -------------------------------------------------------------------
 JU4283  NETWORK    1.31   1.18           0.59   0.47   0.60     -0.06575110
 JU4283  -------------------------------------------------------------------
 JU4283  Click here for local accuracies and other accuracy information.
 JU4283
 JU4283.The horizontal coordinates were established by GPS observations
 JU4283.and adjusted by the MASER CONSULTING in December 2017.
 JU4283
 JU4283.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4283.been affixed to the stable North American tectonic plate. See 
 JU4283.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4283
 JU4283.The horizontal coordinates are valid at the epoch date displayed above
 JU4283.which is a decimal equivalence of Year/Month/Day.
 JU4283
 JU4283.The orthometric height was determined by differential leveling and
 JU4283.adjusted by the NATIONAL GEODETIC SURVEY
 JU4283.in December 2004.
 JU4283
 JU4283.No vertical observational check was made to the station.
 JU4283
 JU4283.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4283.GEOID18 height accuracy estimate available here.
 JU4283
 JU4283.Click photographs - Photos may exist for this station.
 JU4283
 JU4283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4283
 JU4283.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4283
 JU4283.The ellipsoidal height was determined by GPS observations
 JU4283.and is referenced to NAD 83.
 JU4283
 JU4283.The dynamic height is computed by dividing the NAVD 88
 JU4283.geopotential number by the normal gravity value computed on the
 JU4283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU4283.degrees latitude (g = 980.6199 gals.).
 JU4283
 JU4283.The modeled gravity was interpolated from observed gravity values.
 JU4283
 JU4283. The following values were computed from the NAD 83(2011) position.
 JU4283
 JU4283;                    North         East     Units Scale Factor Converg.
 JU4283;SPC DE       -   113,984.295   175,139.353   MT  1.00000261   -0 10 50.8
 JU4283;SPC DE       -   373,963.47    574,603.03   sFT  1.00000261   -0 10 50.8
 JU4283;UTM  18      - 4,319,950.671   439,082.429   MT  0.99964569   -0 26 35.4
 JU4283
 JU4283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4283!SPC DE       -   1.00000275  x   1.00000261  =   1.00000536
 JU4283!UTM  18      -   1.00000275  x   0.99964569  =   0.99964843
 JU4283
 JU4283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3908219950(NAD 83)
 JU4283
 JU4283                          SUPERSEDED SURVEY CONTROL
 JU4283
 JU4283  NAVD 88 (05/17/01)   17.112  (m)           56.14   (f) SUPERSEDED  3 0
 JU4283  NGVD 29 (05/17/01)   17.35   (m)           56.9    (f) RESET       3  
 JU4283
 JU4283.Superseded values are not recommended for survey control.
 JU4283
 JU4283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4283.See file dsdata.pdf to determine how the superseded data were derived.
 JU4283
 JU4283_MARKER: DV = VERTICAL CONTROL DISK
 JU4283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4283_STAMPING: M 11 RESET 1983
 JU4283_MARK LOGO: NGS
 JU4283_PROJECTION: FLUSH
 JU4283_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU4283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4283+STABILITY: SURFACE MOTION
 JU4283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4283+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2012
 JU4283
 JU4283  HISTORY     - Date     Condition        Report By
 JU4283  HISTORY     - 1983     MONUMENTED       NGS
 JU4283  HISTORY     - 20030211 GOOD             MDSHA
 JU4283  HISTORY     - 20100521 POOR             BECMOR
 JU4283  HISTORY     - 20111010 GOOD             DELCOS
 JU4283  HISTORY     - 20120320 GOOD             DELCOS
 JU4283
 JU4283                          STATION DESCRIPTION
 JU4283
 JU4283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JU4283'1.6 KM (1.00 MI) SOUTH ALONG COUNTY ROAD 56 FROM ITS JUNCTION WITH
 JU4283'STATE HIGHWAY 10 IN THE EAST EDGE OF SANDTOWN, 31.6 M (103.7 FT)
 JU4283'SOUTHEAST FROM A T-DITCH JUNCTION, 6.9 M (22.6 FT) SOUTHWEST FROM THE
 JU4283'CENTER OF COUNTY ROAD 56, 0.5 M (1.6 FT) NORTH FROM A POWERLINE POLE
 JU4283'NUMBERED PP VA3 149 AND 1.2 M (3.9 FT) SOUTHWEST FROM A DITCH.
 JU4283
 JU4283                          STATION RECOVERY (2003)
 JU4283
 JU4283'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2003 (SFK)
 JU4283'RECOVERED AS DESCRIBED.
 JU4283
 JU4283                          STATION RECOVERY (2010)
 JU4283
 JU4283'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU4283'OPUS-RS (SPC 0700 2007) N=113984M E=175139M
 JU4283
 JU4283                          STATION RECOVERY (2011)
 JU4283
 JU4283'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011 (ARD)
 JU4283'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
 JU4283
 JU4283                          STATION RECOVERY (2012)
 JU4283
 JU4283'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU4283'SLIGHT DAMAGE ON OUTSIDE OF DISC
 JU4283'
 JU4283'POWERLINE POLE PREVIOUSLY NUMBERED PP VA3 149 IS NOW NUMBERED DEC
 JU4283'74759
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1264 ***********************************************************************
 JU1264  DESIGNATION -  M 12
 JU1264  PID         -  JU1264
 JU1264  STATE/COUNTY-  DE/KENT
 JU1264  COUNTRY     -  US
 JU1264  USGS QUAD   -  KENTON (2016)
 JU1264
 JU1264                         *CURRENT SURVEY CONTROL
 JU1264  ______________________________________________________________________
 JU1264* NAD 83(1986) POSITION- 39 09 08.     (N) 075 43 50.     (W)   SCALED
 JU1264* NAVD 88 ORTHO HEIGHT -    21.024 (meters)       68.98  (feet) ADJUSTED
 JU1264  ______________________________________________________________________
 JU1264  GEOID HEIGHT    -        -34.084 (meters)                     GEOID18
 JU1264  DYNAMIC HEIGHT  -         21.012 (meters)       68.94  (feet) COMP
 JU1264  MODELED GRAVITY -    980,089.1   (mgal)                       NAVD 88
 JU1264
 JU1264  VERT ORDER      -  SECOND    CLASS 0
 JU1264
 JU1264.The horizontal coordinates were scaled from a map and have
 JU1264.an estimated accuracy of +/- 6 seconds.
 JU1264
 JU1264.The orthometric height was determined by differential leveling and
 JU1264.adjusted by the NATIONAL GEODETIC SURVEY
 JU1264.in June 1991.
 JU1264
 JU1264.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1264.GEOID18 height accuracy estimate available here.
 JU1264
 JU1264.Click photographs - Photos may exist for this station.
 JU1264
 JU1264.The dynamic height is computed by dividing the NAVD 88
 JU1264.geopotential number by the normal gravity value computed on the
 JU1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1264.degrees latitude (g = 980.6199 gals.).
 JU1264
 JU1264.The modeled gravity was interpolated from observed gravity values.
 JU1264
 JU1264;                    North         East    Units  Estimated Accuracy
 JU1264;SPC DE       -   127,950.      172,870.      MT  (+/- 180 meters Scaled)
 JU1264
 JU1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ368339(NAD 83)
 JU1264
 JU1264                          SUPERSEDED SURVEY CONTROL
 JU1264
 JU1264  NGVD 29 (11/26/84)   21.260  (m)           69.75   (f) ADJUSTED    2 0
 JU1264
 JU1264.Superseded values are not recommended for survey control.
 JU1264
 JU1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1264.See file dsdata.pdf to determine how the superseded data were derived.
 JU1264
 JU1264_MARKER: DB = BENCH MARK DISK
 JU1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1264_STAMPING: M 12 1942
 JU1264_MARK LOGO: CGS
 JU1264_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1264+STABILITY: SURFACE MOTION
 JU1264
 JU1264  HISTORY     - Date     Condition        Report By
 JU1264  HISTORY     - 1942     MONUMENTED       CGS
 JU1264  HISTORY     - 1964     GOOD             CGS
 JU1264  HISTORY     - 1981     GOOD             UDE
 JU1264  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 JU1264  HISTORY     - 19911001 GOOD             USGS
 JU1264  HISTORY     - 20111121 MARK NOT FOUND   DELCOS
 JU1264
 JU1264                          STATION DESCRIPTION
 JU1264
 JU1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1264'AT WRIGHTS CROSSROADS.
 JU1264'130 FEET NORTH OF THE CROSSROADS AT WRIGHTS CROSSROADS, 78 FEET
 JU1264'SOUTH OF THE SOUTHWEST CORNER OF A CINDER BLOCK BUILDING, 83
 JU1264'FEET WEST OF THE NORTHWEST CORNER OF A HOUSE, 22 FEET SOUTHEAST
 JU1264'OF THE CENTER LINE OF THE GRAVELED ROAD, 21 FEET NORTH OF THE
 JU1264'CENTER OF A DRAINAGE CATCH BASIN AND 8.5 FEET NORTH OF THE CENTER
 JU1264'OF THE DRIVE WAY TO A GARAGE.  A STANDARD DISK IN THE TOP OF A
 JU1264'CONCRETE POST, ABOUT 2-INCHES BELOW SURFACE OF THE GROUND.
 JU1264
 JU1264                          STATION RECOVERY (1981)
 JU1264
 JU1264'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1264'RECOVERED IN GOOD CONDITION.
 JU1264
 JU1264                          STATION RECOVERY (1990)
 JU1264
 JU1264'RECOVERY NOTE BY US POWER SQUADRON 1990 (GSW)
 JU1264'MARK NOT FOUND.
 JU1264
 JU1264                          STATION RECOVERY (1991)
 JU1264
 JU1264'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1264'130 FEET (39.6 M) NORTH OF THE CROSSROADS AT WRIGHTS CROSSROADS, 78
 JU1264'FEET (23.8 M) SOUTHEAST OF THE SOUTHWEST CORNER OF A CINDER BLOCK
 JU1264'BUILDING, 83 FEET (25.3 M) SOUTHWEST OF THE NORTHWEST CORNER OF A
 JU1264'HOUSE, 22 FEET (6.7 M) NORTHEAST OF THE CENTERLINE OF A DIRT ROAD,
 JU1264'8.5 FEET (2.6 M) NORTH OF THE CENTER OF THE DRIVEWAY TO A GARAGE, A
 JU1264'STANDARD DISK ABOUT 3 INCHES BELOW THE GROUND.
 JU1264
 JU1264                          STATION RECOVERY (2011)
 JU1264
 JU1264'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 JU1264'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1128 ***********************************************************************
 JU1128  DESIGNATION -  M 2
 JU1128  PID         -  JU1128
 JU1128  STATE/COUNTY-  DE/KENT
 JU1128  COUNTRY     -  US
 JU1128  USGS QUAD   -  WYOMING (2016)
 JU1128
 JU1128                         *CURRENT SURVEY CONTROL
 JU1128  ______________________________________________________________________
 JU1128* NAD 83(1986) POSITION- 39 00 38.     (N) 075 34 34.     (W)   SCALED
 JU1128* NAVD 88 ORTHO HEIGHT -    20.106 (meters)       65.96  (feet) ADJUSTED
 JU1128  ______________________________________________________________________
 JU1128  GEOID HEIGHT    -        -34.856 (meters)                     GEOID18
 JU1128  DYNAMIC HEIGHT  -         20.094 (meters)       65.93  (feet) COMP
 JU1128  MODELED GRAVITY -    980,053.8   (mgal)                       NAVD 88
 JU1128
 JU1128  VERT ORDER      -  FIRST     CLASS I
 JU1128
 JU1128.The horizontal coordinates were scaled from a map and have
 JU1128.an estimated accuracy of +/- 6 seconds.
 JU1128
 JU1128.The orthometric height was determined by differential leveling and
 JU1128.adjusted by the NATIONAL GEODETIC SURVEY
 JU1128.in June 1991.
 JU1128
 JU1128.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1128.GEOID18 height accuracy estimate available here.
 JU1128
 JU1128.Click photographs - Photos may exist for this station.
 JU1128
 JU1128.The dynamic height is computed by dividing the NAVD 88
 JU1128.geopotential number by the normal gravity value computed on the
 JU1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1128.degrees latitude (g = 980.6199 gals.).
 JU1128
 JU1128.The modeled gravity was interpolated from observed gravity values.
 JU1128
 JU1128;                    North         East    Units  Estimated Accuracy
 JU1128;SPC DE       -   112,190.      186,190.      MT  (+/- 180 meters Scaled)
 JU1128
 JU1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ501181(NAD 83)
 JU1128
 JU1128                          SUPERSEDED SURVEY CONTROL
 JU1128
 JU1128  NGVD 29 (11/26/84)   20.346  (m)           66.75   (f) ADJUSTED    1 1
 JU1128
 JU1128.Superseded values are not recommended for survey control.
 JU1128
 JU1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1128.See file dsdata.pdf to determine how the superseded data were derived.
 JU1128
 JU1128_MARKER: DB = BENCH MARK DISK
 JU1128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1128_SP_SET: BUILDING
 JU1128_STAMPING: 67.257 M 2 1931
 JU1128_MARK LOGO: CGS
 JU1128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1128+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2021
 JU1128
 JU1128  HISTORY     - Date     Condition        Report By
 JU1128  HISTORY     - 1931     MONUMENTED       CGS
 JU1128  HISTORY     - 1963     GOOD             CGS
 JU1128  HISTORY     - 1970     GOOD             NGS
 JU1128  HISTORY     - 1981     GOOD             UDE
 JU1128  HISTORY     - 1987     GOOD             USPSQD
 JU1128  HISTORY     - 20100417 GOOD             BECMOR
 JU1128  HISTORY     - 20111005 GOOD             NGS
 JU1128  HISTORY     - 20210309 GOOD             USPSQD
 JU1128
 JU1128                          STATION DESCRIPTION
 JU1128
 JU1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1128'AT FELTON.
 JU1128'AT FELTON, AT THE PENNSYLVANIA RAILROAD STATION, SET VERTICALLY IN
 JU1128'THE WEST BRICK WALL, 11 FEET NORTH OF SOUTHWEST CORNER OF THE
 JU1128'BUILDING, 24 FEET EAST OF EAST RAIL, AND 4 FEET ABOVE LEVEL OF THE
 JU1128'STATION PLATFORM.
 JU1128
 JU1128                          STATION RECOVERY (1970)
 JU1128
 JU1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JU1128'RECOVERED IN GOOD CONDITION.
 JU1128
 JU1128                          STATION RECOVERY (1981)
 JU1128
 JU1128'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1128'RECOVERED IN GOOD CONDITION.
 JU1128
 JU1128                          STATION RECOVERY (1987)
 JU1128
 JU1128'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFL)
 JU1128'RECOVERED IN GOOD CONDITION.
 JU1128
 JU1128                          STATION RECOVERY (2010)
 JU1128
 JU1128'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1128'RECOVERED IN GOOD CONDITION.
 JU1128
 JU1128                          STATION RECOVERY (2011)
 JU1128
 JU1128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (DRD)
 JU1128'BUILDING IS NOW THE FELTON COMMUNITY CENTER.
 JU1128
 JU1128                          STATION RECOVERY (2021)
 JU1128
 JU1128'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 JU1128'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1453 ***********************************************************************
 JU1453  DESIGNATION -  M 21
 JU1453  PID         -  JU1453
 JU1453  STATE/COUNTY-  DE/NEW CASTLE
 JU1453  COUNTRY     -  US
 JU1453  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU1453
 JU1453                         *CURRENT SURVEY CONTROL
 JU1453  ______________________________________________________________________
 JU1453* NAD 83(1986) POSITION- 39 45 45.     (N) 075 31 03.     (W)   SCALED
 JU1453* NAVD 88 ORTHO HEIGHT -    12.268 (meters)       40.25  (feet) ADJUSTED
 JU1453  ______________________________________________________________________
 JU1453  GEOID HEIGHT    -        -32.920 (meters)                     GEOID18
 JU1453  DYNAMIC HEIGHT  -         12.262 (meters)       40.23  (feet) COMP
 JU1453  MODELED GRAVITY -    980,174.3   (mgal)                       NAVD 88
 JU1453
 JU1453  VERT ORDER      -  SECOND    CLASS 0
 JU1453
 JU1453.The horizontal coordinates were scaled from a map and have
 JU1453.an estimated accuracy of +/- 6 seconds.
 JU1453
 JU1453.The orthometric height was determined by differential leveling and
 JU1453.adjusted by the NATIONAL GEODETIC SURVEY
 JU1453.in June 1991.
 JU1453
 JU1453.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1453.GEOID18 height accuracy estimate available here.
 JU1453
 JU1453.Click photographs - Photos may exist for this station.
 JU1453
 JU1453.The dynamic height is computed by dividing the NAVD 88
 JU1453.geopotential number by the normal gravity value computed on the
 JU1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1453.degrees latitude (g = 980.6199 gals.).
 JU1453
 JU1453.The modeled gravity was interpolated from observed gravity values.
 JU1453
 JU1453;                    North         East    Units  Estimated Accuracy
 JU1453;SPC DE       -   195,670.      191,360.      MT  (+/- 180 meters Scaled)
 JU1453
 JU1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK556015(NAD 83)
 JU1453
 JU1453                          SUPERSEDED SURVEY CONTROL
 JU1453
 JU1453  NGVD 29 (11/26/84)   12.610  (m)           41.37   (f) ADJUSTED    2 0
 JU1453
 JU1453.Superseded values are not recommended for survey control.
 JU1453
 JU1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1453.See file dsdata.pdf to determine how the superseded data were derived.
 JU1453
 JU1453_MARKER: DB = BENCH MARK DISK
 JU1453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1453_SP_SET: BRIDGE
 JU1453_STAMPING: M 21 1959
 JU1453_MARK LOGO: CGS
 JU1453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1453
 JU1453  HISTORY     - Date     Condition        Report By
 JU1453  HISTORY     - 1959     MONUMENTED       CGS
 JU1453  HISTORY     - 1976     GOOD             LOCSUR
 JU1453  HISTORY     - 1981     GOOD             UDE
 JU1453  HISTORY     - 20020306 MARK NOT FOUND   INDIV
 JU1453  HISTORY     - 20040709 MARK NOT FOUND   GEOCAC
 JU1453
 JU1453                          STATION DESCRIPTION
 JU1453
 JU1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1453'AT WILMINGTON.
 JU1453'AT WILMINGTON, ABOUT 1.0 MILE NORTHWEST ALONG EDGEMOOR ROAD FROM
 JU1453'ITS OVERPASS OVER GOVERNOR PRINTZ BOULEVARD, THENCE 0.05 MILE
 JU1453'SOUTHWEST ALONG U.S. HIGHWAY 13 (MARKET STREET), IN THE TOP OF
 JU1453'NORTHEAST END OF SOUTHEAST CONCRETE BANISTER OF BRIDGE OVER SHELLPOT
 JU1453'CREEK, AND ABOUT 2 FEET ABOVE LEVEL OF BRIDGE SIDEWALK.
 JU1453
 JU1453                          STATION RECOVERY (1976)
 JU1453
 JU1453'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 JU1453'RECOVERED IN GOOD CONDITION.
 JU1453
 JU1453                          STATION RECOVERY (1981)
 JU1453
 JU1453'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1453'RECOVERED IN GOOD CONDITION.
 JU1453
 JU1453                          STATION RECOVERY (2002)
 JU1453
 JU1453'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DSL)
 JU1453'THERE IS A NEW CONCRETE BANNISTER ON BOTH SIDES OF THE BRIDGE NOW.
 JU1453'THE DISK IS EITHER GONE OR COVERED OVER BY NEW CONCRETE.
 JU1453'DIGITAL PHOTOS AVAILABLE ON REQUEST.
 JU1453
 JU1453                          STATION RECOVERY (2004)
 JU1453
 JU1453'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JU1453'THE CONCRETE BANISTER HAS BEEN REPLACED WITH A METAL RAILING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1383 ***********************************************************************
 JU1383  DESIGNATION -  M 22
 JU1383  PID         -  JU1383
 JU1383  STATE/COUNTY-  DE/NEW CASTLE
 JU1383  COUNTRY     -  US
 JU1383  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1383
 JU1383                         *CURRENT SURVEY CONTROL
 JU1383  ______________________________________________________________________
 JU1383* NAD 83(1986) POSITION- 39 43 23.     (N) 075 34 35.     (W)   SCALED
 JU1383* NAVD 88 ORTHO HEIGHT -     3.636 (meters)       11.93  (feet) ADJUSTED
 JU1383  ______________________________________________________________________
 JU1383  GEOID HEIGHT    -        -32.951 (meters)                     GEOID18
 JU1383  DYNAMIC HEIGHT  -          3.634 (meters)       11.92  (feet) COMP
 JU1383  MODELED GRAVITY -    980,173.5   (mgal)                       NAVD 88
 JU1383
 JU1383  VERT ORDER      -  FIRST     CLASS II
 JU1383
 JU1383.The horizontal coordinates were scaled from a map and have
 JU1383.an estimated accuracy of +/- 6 seconds.
 JU1383
 JU1383.The orthometric height was determined by differential leveling and
 JU1383.adjusted by the NATIONAL GEODETIC SURVEY
 JU1383.in June 1991.
 JU1383
 JU1383.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1383.GEOID18 height accuracy estimate available here.
 JU1383
 JU1383.Click photographs - Photos may exist for this station.
 JU1383
 JU1383.The dynamic height is computed by dividing the NAVD 88
 JU1383.geopotential number by the normal gravity value computed on the
 JU1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1383.degrees latitude (g = 980.6199 gals.).
 JU1383
 JU1383.The modeled gravity was interpolated from observed gravity values.
 JU1383
 JU1383;                    North         East    Units  Estimated Accuracy
 JU1383;SPC DE       -   191,290.      186,310.      MT  (+/- 180 meters Scaled)
 JU1383
 JU1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ506971(NAD 83)
 JU1383
 JU1383                          SUPERSEDED SURVEY CONTROL
 JU1383
 JU1383  NGVD 29 (01/10/92)    3.892  (m)           12.77   (f) ADJUSTED    1 2
 JU1383  NGVD 29 (??/??/87)    3.898  (m)           12.79   (f) SUPERSEDED  1 2
 JU1383
 JU1383.Superseded values are not recommended for survey control.
 JU1383
 JU1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1383.See file dsdata.pdf to determine how the superseded data were derived.
 JU1383
 JU1383_MARKER: DB = BENCH MARK DISK
 JU1383_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU1383_SP_SET: BRIDGE ABUTMENT
 JU1383_STAMPING: M 22 1959
 JU1383_MARK LOGO: CGS
 JU1383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1383+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2020
 JU1383
 JU1383  HISTORY     - Date     Condition        Report By
 JU1383  HISTORY     - 1959     MONUMENTED       CGS
 JU1383  HISTORY     - 1965     GOOD             CGS
 JU1383  HISTORY     - 1979     GOOD             NGS
 JU1383  HISTORY     - 1979     GOOD             LOCENG
 JU1383  HISTORY     - 20200120 GOOD             PCRR
 JU1383
 JU1383                          STATION DESCRIPTION
 JU1383
 JU1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU1383'2 MI NE FROM NEWPORT.
 JU1383'1.95 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1383'OVERPASS OVER STATE HIGHWAY 41 AT NEWPORT, ABOUT 1.85 MILES
 JU1383'SOUTHWEST OF THE STATION AT WILMINGTON, AT THE SOUTHWEST END OF
 JU1383'RAILROAD YARDS, ABOUT 0.3 MILE NORTHEAST OF MILE POST 29, IN THE
 JU1383'TOP OF THE NORTHWEST END OF NORTHEAST ABUTMENT OF SINGLE TRACK
 JU1383'BRIDGE NO. 28-72 OVER LITTLE MILL CREEK, 7 FEET NORTHWEST OF
 JU1383'NORTHWEST RAIL OF SINGLE TRACK, 16 FEET SOUTHEAST OF SOUTHEAST
 JU1383'RAIL OF SOUTHEAST TRACK OF MAIN LINE TRACK AND ABOUT LEVEL WITH
 JU1383'TRACK.
 JU1383
 JU1383                          STATION RECOVERY (1979)
 JU1383
 JU1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1383'RECOVERED IN GOOD CONDITION.
 JU1383
 JU1383                          STATION RECOVERY (1979)
 JU1383
 JU1383'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 JU1383'RECOVERED IN GOOD CONDITION.
 JU1383
 JU1383                          STATION RECOVERY (2020)
 JU1383
 JU1383'RECOVERY NOTE BY PENN CENTRAL RAILROAD 2020 (FL)
 JU1383'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0112 ***********************************************************************
 HU0112  DESIGNATION -  M 27
 HU0112  PID         -  HU0112
 HU0112  STATE/COUNTY-  DE/SUSSEX
 HU0112  COUNTRY     -  US
 HU0112  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU0112
 HU0112                         *CURRENT SURVEY CONTROL
 HU0112  ______________________________________________________________________
 HU0112* NAD 83(1986) POSITION- 38 39 08.     (N) 075 04 10.     (W)   SCALED
 HU0112* NAVD 88 ORTHO HEIGHT -     0.728 (meters)        2.39  (feet) ADJUSTED
 HU0112  ______________________________________________________________________
 HU0112  GEOID HEIGHT    -        -35.704 (meters)                     GEOID18
 HU0112  DYNAMIC HEIGHT  -          0.727 (meters)        2.39  (feet) COMP
 HU0112  MODELED GRAVITY -    980,033.9   (mgal)                       NAVD 88
 HU0112
 HU0112  VERT ORDER      -  SECOND    CLASS 0
 HU0112
 HU0112.The horizontal coordinates were scaled from a map and have
 HU0112.an estimated accuracy of +/- 6 seconds.
 HU0112
 HU0112.The orthometric height was determined by differential leveling and
 HU0112.adjusted by the NATIONAL GEODETIC SURVEY
 HU0112.in June 1991.
 HU0112
 HU0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0112.GEOID18 height accuracy estimate available here.
 HU0112
 HU0112.Click photographs - Photos may exist for this station.
 HU0112
 HU0112.The dynamic height is computed by dividing the NAVD 88
 HU0112.geopotential number by the normal gravity value computed on the
 HU0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0112.degrees latitude (g = 980.6199 gals.).
 HU0112
 HU0112.The modeled gravity was interpolated from observed gravity values.
 HU0112
 HU0112;                    North         East    Units  Estimated Accuracy
 HU0112;SPC DE       -    72,460.      230,230.      MT  (+/- 180 meters Scaled)
 HU0112
 HU0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH939781(NAD 83)
 HU0112
 HU0112                          SUPERSEDED SURVEY CONTROL
 HU0112
 HU0112  NGVD 29 (11/26/84)    0.964  (m)            3.16   (f) ADJUSTED    2 0
 HU0112
 HU0112.Superseded values are not recommended for survey control.
 HU0112
 HU0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0112.See file dsdata.pdf to determine how the superseded data were derived.
 HU0112
 HU0112_MARKER: DB = BENCH MARK DISK
 HU0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0112_STAMPING: M 27 1962
 HU0112_MARK LOGO: CGS
 HU0112_PROJECTION: FLUSH
 HU0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0112+STABILITY: SURFACE MOTION
 HU0112
 HU0112  HISTORY     - Date     Condition        Report By
 HU0112  HISTORY     - 1962     MONUMENTED       CGS
 HU0112  HISTORY     - 1962     GOOD             CGS
 HU0112  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0112  HISTORY     - 1982     MARK NOT FOUND   USGS
 HU0112
 HU0112                          STATION DESCRIPTION
 HU0112
 HU0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0112'4.3 MI S FROM REHOBOTH BEACH.
 HU0112'4.3 MILES SOUTH ON SECOND STREET, ALTERNATE STATE HIGHWAY 14 AND
 HU0112'STATE HIGHWAY 14 FROM THE POST OFFICE IN REHOBOTH BEACH.  111 FEET
 HU0112'WEST OF THE CENTER LINE OF HIGHWAY 14, 51 FEET NORTHWEST OF THE
 HU0112'NORTHEAST CORNER OF A FRAME BUILDING, 3 FEET SOUTH OF POWER LINE
 HU0112'POLE NO. 367, 3 FEET NORTHEAST OF A WOODEN WITNESS POST AND ABOUT
 HU0112'LEVEL WITH THE HIGHWAY.  SET IN THE TOP OF A CONCRETE POST LEVEL
 HU0112'WITH THE GROUND.
 HU0112
 HU0112                          STATION RECOVERY (1962)
 HU0112
 HU0112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HU0112'RECOVERED IN GOOD CONDITION.
 HU0112
 HU0112                          STATION RECOVERY (1981)
 HU0112
 HU0112'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0112'NOTE--IT ISN'T LEVEL WITH THE GROUND ANYMORE, COULD BE BURIED SINCE
 HU0112'THE GROUND IS ABOUT 3 FT HIGHER.
 HU0112
 HU0112                          STATION RECOVERY (1982)
 HU0112
 HU0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HU0112'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0113 ***********************************************************************
 HU0113  DESIGNATION -  M 27 RESET
 HU0113  PID         -  HU0113
 HU0113  STATE/COUNTY-  DE/SUSSEX
 HU0113  COUNTRY     -  US
 HU0113  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU0113
 HU0113                         *CURRENT SURVEY CONTROL
 HU0113  ______________________________________________________________________
 HU0113* NAD 83(1986) POSITION- 38 39 08.     (N) 075 04 10.     (W)   SCALED
 HU0113* NAVD 88 ORTHO HEIGHT -     0.72  (meters)        2.4   (feet) RESET
 HU0113  ______________________________________________________________________
 HU0113  GEOID HEIGHT    -        -35.704 (meters)                     GEOID18
 HU0113  VERT ORDER      -  THIRD
 HU0113
 HU0113.The horizontal coordinates were scaled from a map and have
 HU0113.an estimated accuracy of +/- 6 seconds.
 HU0113
 HU0113.The orthometric height was computed from unverified reset data.
 HU0113
 HU0113.No vertical observational check was made to the station.
 HU0113
 HU0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0113.GEOID18 height accuracy estimate available here.
 HU0113
 HU0113.Click photographs - Photos may exist for this station.
 HU0113
 HU0113;                    North         East    Units  Estimated Accuracy
 HU0113;SPC DE       -    72,460.      230,230.      MT  (+/- 180 meters Scaled)
 HU0113
 HU0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH939781(NAD 83)
 HU0113
 HU0113                          SUPERSEDED SURVEY CONTROL
 HU0113
 HU0113  NGVD 29 (??/??/??)    0.95   (m)            3.1    (f) RESET       3  
 HU0113
 HU0113.Superseded values are not recommended for survey control.
 HU0113
 HU0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0113.See file dsdata.pdf to determine how the superseded data were derived.
 HU0113
 HU0113_MARKER: DB = BENCH MARK DISK
 HU0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0113_STAMPING: M 27 1968
 HU0113_MARK LOGO: CGS
 HU0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0113+STABILITY: SURFACE MOTION
 HU0113
 HU0113  HISTORY     - Date     Condition        Report By
 HU0113  HISTORY     - 1968     MONUMENTED       DEDHT
 HU0113
 HU0113                          STATION DESCRIPTION
 HU0113
 HU0113'DESCRIBED BY DE DEPT OF HIGHWAYS 1968
 HU0113'4.3 MI S FROM REHOBOTH.
 HU0113'ABOUT 4.3 MILES SOUTH ON SECOND STREET, ALTERNATE STATE HIGHWAY 14
 HU0113'AND STATE HIGHWAY 14 FROM THE POST OFFICE IN REHOBOTH BEACH, 71.75
 HU0113'FEET WEST OF THE NEW SOUTHBOUND LANE OF STATE HIGHWAY 14, 3 FEET
 HU0113'SOUTH OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, SET
 HU0113'IN THE TOP OF A CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0262 ***********************************************************************
 HU0262  DESIGNATION -  M 28
 HU0262  PID         -  HU0262
 HU0262  STATE/COUNTY-  DE/SUSSEX
 HU0262  COUNTRY     -  US
 HU0262  USGS QUAD   -  SELBYVILLE (2016)
 HU0262
 HU0262                         *CURRENT SURVEY CONTROL
 HU0262  ______________________________________________________________________
 HU0262* NAD 83(1986) POSITION- 38 29 34.6    (N) 075 13 53.2    (W)   HD_HELD2
 HU0262* NAVD 88 ORTHO HEIGHT -    11.829 (meters)       38.81  (feet) ADJUSTED
 HU0262  ______________________________________________________________________
 HU0262  GEOID HEIGHT    -        -35.824 (meters)                     GEOID18
 HU0262  DYNAMIC HEIGHT  -         11.822 (meters)       38.79  (feet) COMP
 HU0262  MODELED GRAVITY -    980,020.4   (mgal)                       NAVD 88
 HU0262
 HU0262  VERT ORDER      -  SECOND    CLASS II
 HU0262
 HU0262.The horizontal coordinates were established by autonomous hand held GPS
 HU0262.observations and have an estimated accuracy of +/- 10 meters.
 HU0262
 HU0262.The orthometric height was determined by differential leveling and
 HU0262.adjusted by the NATIONAL GEODETIC SURVEY
 HU0262.in June 1991.
 HU0262
 HU0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0262.GEOID18 height accuracy estimate available here.
 HU0262
 HU0262.Click photographs - Photos may exist for this station.
 HU0262
 HU0262.The dynamic height is computed by dividing the NAVD 88
 HU0262.geopotential number by the normal gravity value computed on the
 HU0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0262.degrees latitude (g = 980.6199 gals.).
 HU0262
 HU0262.The modeled gravity was interpolated from observed gravity values.
 HU0262
 HU0262;                    North         East    Units  Estimated Accuracy
 HU0262;SPC DE       -    54,733.      216,159.      MT  (+/- 10 meters HH2 GPS)
 HU0262
 HU0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7981660535(NAD 83)
 HU0262
 HU0262                          SUPERSEDED SURVEY CONTROL
 HU0262
 HU0262  NGVD 29 (11/26/84)   12.069  (m)           39.60   (f) ADJUSTED    2 0
 HU0262
 HU0262.Superseded values are not recommended for survey control.
 HU0262
 HU0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0262.See file dsdata.pdf to determine how the superseded data were derived.
 HU0262
 HU0262_MARKER: DB = BENCH MARK DISK
 HU0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0262_SP_SET: BUILDING
 HU0262_STAMPING: M 28 1962
 HU0262_MARK LOGO: CGS
 HU0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0262+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2009
 HU0262
 HU0262  HISTORY     - Date     Condition        Report By
 HU0262  HISTORY     - 1962     MONUMENTED       CGS
 HU0262  HISTORY     - 1981     GOOD             UDE
 HU0262  HISTORY     - 20090430 GOOD             DEDT
 HU0262
 HU0262                          STATION DESCRIPTION
 HU0262
 HU0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0262'2.4 MI N FROM SELBYVILLE.
 HU0262'2.45 MILES NORTH ON PENNSYLVANIA RAILROAD TRACK FROM THE FREIGHT
 HU0262'STATION AT SELBYVILLE.  SET IN A DRILL HOLE IN THE NORTHWEST CORNER
 HU0262'OF THE CONCRETE FOUNDATION OF A GALVANIZED BUILDING, (THE SOUTH
 HU0262'AND LARGEST ONE OF TWO BUILDINGS).  57 FEET EAST OF THE EAST RAIL
 HU0262'AND 1 FOOT ABOVE THE TOP OF THE RAIL.
 HU0262
 HU0262                          STATION RECOVERY (1981)
 HU0262
 HU0262'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0262'RECOVERED IN GOOD CONDITION.
 HU0262
 HU0262                          STATION RECOVERY (2009)
 HU0262
 HU0262'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009 (BRC)
 HU0262'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0072 ***********************************************************************
 HU0072  DESIGNATION -  M 29
 HU0072  PID         -  HU0072
 HU0072  STATE/COUNTY-  DE/SUSSEX
 HU0072  COUNTRY     -  US
 HU0072  USGS QUAD   -  LEWES (2016)
 HU0072
 HU0072                         *CURRENT SURVEY CONTROL
 HU0072  ______________________________________________________________________
 HU0072* NAD 83(1986) POSITION- 38 45 23.11   (N) 075 14 44.20   (W)   HD_HELD1
 HU0072* NAVD 88 ORTHO HEIGHT -     7.176 (meters)       23.54  (feet) ADJUSTED
 HU0072  ______________________________________________________________________
 HU0072  GEOID HEIGHT    -        -35.624 (meters)                     GEOID18
 HU0072  DYNAMIC HEIGHT  -          7.172 (meters)       23.53  (feet) COMP
 HU0072  MODELED GRAVITY -    980,033.8   (mgal)                       NAVD 88
 HU0072
 HU0072  VERT ORDER      -  FIRST     CLASS II
 HU0072
 HU0072.The horizontal coordinates were determined by differentially corrected
 HU0072.hand held GPS observations or other comparable positioning techniques
 HU0072.and have an estimated accuracy of +/- 3 meters.
 HU0072
 HU0072.The orthometric height was determined by differential leveling and
 HU0072.adjusted by the NATIONAL GEODETIC SURVEY
 HU0072.in June 1991.
 HU0072
 HU0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0072.GEOID18 height accuracy estimate available here.
 HU0072
 HU0072.Click photographs - Photos may exist for this station.
 HU0072
 HU0072.The dynamic height is computed by dividing the NAVD 88
 HU0072.geopotential number by the normal gravity value computed on the
 HU0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0072.degrees latitude (g = 980.6199 gals.).
 HU0072
 HU0072.The modeled gravity was interpolated from observed gravity values.
 HU0072
 HU0072;                    North         East    Units  Estimated Accuracy
 HU0072;SPC DE       -    83,978.8     214,868.5     MT  (+/- 3 meters HH1 GPS) 
 HU0072
 HU0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7865989775(NAD 83)
 HU0072
 HU0072                          SUPERSEDED SURVEY CONTROL
 HU0072
 HU0072  NGVD 29 (11/26/84)    7.414  (m)           24.32   (f) ADJUSTED    1 2
 HU0072
 HU0072.Superseded values are not recommended for survey control.
 HU0072
 HU0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0072.See file dsdata.pdf to determine how the superseded data were derived.
 HU0072
 HU0072_MARKER: DB = BENCH MARK DISK
 HU0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0072_STAMPING: M 29 1962
 HU0072_MARK LOGO: CGS
 HU0072_PROJECTION: FLUSH
 HU0072_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0072+STABILITY: SURFACE MOTION
 HU0072_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0072+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2012
 HU0072
 HU0072  HISTORY     - Date     Condition        Report By
 HU0072  HISTORY     - 1962     MONUMENTED       CGS
 HU0072  HISTORY     - 1981     GOOD             UDE
 HU0072  HISTORY     - 20120210 GOOD             DELCOS
 HU0072  HISTORY     - 20120506 POOR             USFWS
 HU0072
 HU0072                          STATION DESCRIPTION
 HU0072
 HU0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0072'3.8 MI NW FROM NASSAU.
 HU0072'1.8 MILE NORTHWEST ON STATE HIGHWAY 14 FROM THE CROSSING OF THE
 HU0072'PENNSYLVANIA RAILROAD AT NASSAU, THENCE 1.95 MILE SOUTHWEST AND WEST
 HU0072'ON BLACKTOPPED ROAD OR 3.95 MILES SOUTHEAST ON WHARTON AND ATLANTIC
 HU0072'STREETS AND A BLACKTOPPED ROAD FROM THE POST OFFICE AT MILTON.  54
 HU0072'YARDS SOUTH AND ACROSS EAST-WEST BLACKTOPPED ROAD FROM THE SOUTH
 HU0072'CORNER OF A 2 STORIED FARM HOUSE, 72.5 FEET SOUTH OF THE CENTER LINE
 HU0072'OF EAST-WEST BLACKTOPPED ROAD, 18 FEET NORTHWEST OF THE CENTER LINE
 HU0072'OF SOUTHWEST AND NORTHEAST BLACKTOPPED ROAD, 7 FEET SOUTHWEST OF THE
 HU0072'CENTER OF A ROUND DRAIN UNDER THE ROAD, 3.2 FEET NORTHEAST OF POWER
 HU0072'LINE POLE NO. LK-1, 1.5 FEET SOUTHEAST OF A WOODEN WITNESS POST AND
 HU0072'ABOUT LEVEL WITH THE ROAD.  SET IN THE TOP OF A CONCRETE POST
 HU0072'PROJECTING 1 INCH.
 HU0072
 HU0072                          STATION RECOVERY (1981)
 HU0072
 HU0072'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0072'RECOVERED IN GOOD CONDITION.
 HU0072
 HU0072                          STATION RECOVERY (2012)
 HU0072
 HU0072'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0072'MOWER DAMAGE TO MONUMENT AND DISC.
 HU0072
 HU0072                          STATION RECOVERY (2012)
 HU0072
 HU0072'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2012 (MJH)
 HU0072'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1373 ***********************************************************************
 JU1373  DESIGNATION -  M 3
 JU1373  PID         -  JU1373
 JU1373  STATE/COUNTY-  DE/NEW CASTLE
 JU1373  COUNTRY     -  US
 JU1373  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1373
 JU1373                         *CURRENT SURVEY CONTROL
 JU1373  ______________________________________________________________________
 JU1373* NAD 83(1986) POSITION- 39 44 13.     (N) 075 33 03.     (W)   SCALED
 JU1373* NAVD 88 ORTHO HEIGHT -     9.401 (meters)       30.84  (feet) ADJUSTED
 JU1373  ______________________________________________________________________
 JU1373  GEOID HEIGHT    -        -32.942 (meters)                     GEOID18
 JU1373  DYNAMIC HEIGHT  -          9.397 (meters)       30.83  (feet) COMP
 JU1373  MODELED GRAVITY -    980,174.6   (mgal)                       NAVD 88
 JU1373
 JU1373  VERT ORDER      -  FIRST     CLASS II
 JU1373
 JU1373.The horizontal coordinates were scaled from a map and have
 JU1373.an estimated accuracy of +/- 6 seconds.
 JU1373
 JU1373.The orthometric height was determined by differential leveling and
 JU1373.adjusted by the NATIONAL GEODETIC SURVEY
 JU1373.in June 1991.
 JU1373
 JU1373.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1373.GEOID18 height accuracy estimate available here.
 JU1373
 JU1373.Click photographs - Photos may exist for this station.
 JU1373
 JU1373.The dynamic height is computed by dividing the NAVD 88
 JU1373.geopotential number by the normal gravity value computed on the
 JU1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1373.degrees latitude (g = 980.6199 gals.).
 JU1373
 JU1373.The modeled gravity was interpolated from observed gravity values.
 JU1373
 JU1373;                    North         East    Units  Estimated Accuracy
 JU1373;SPC DE       -   192,830.      188,500.      MT  (+/- 180 meters Scaled)
 JU1373
 JU1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ528987(NAD 83)
 JU1373
 JU1373                          SUPERSEDED SURVEY CONTROL
 JU1373
 JU1373  NGVD 29 (01/10/92)    9.662  (m)           31.70   (f) ADJUSTED    1 2
 JU1373  NGVD 29 (??/??/87)    9.665  (m)           31.71   (f) SUPERSEDED  1 2
 JU1373
 JU1373.Superseded values are not recommended for survey control.
 JU1373
 JU1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1373.See file dsdata.pdf to determine how the superseded data were derived.
 JU1373
 JU1373_MARKER: DB = BENCH MARK DISK
 JU1373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1373_SP_SET: BUILDING
 JU1373_STAMPING: 32.005 M 3 1931
 JU1373_MARK LOGO: CGS
 JU1373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1373+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 JU1373
 JU1373  HISTORY     - Date     Condition        Report By
 JU1373  HISTORY     - 1931     MONUMENTED       CGS
 JU1373  HISTORY     - 1963     GOOD             CGS
 JU1373  HISTORY     - 1979     GOOD             NGS
 JU1373  HISTORY     - 19980215 GOOD             USPSQD
 JU1373  HISTORY     - 20060304 GOOD             USPSQD
 JU1373
 JU1373                          STATION DESCRIPTION
 JU1373
 JU1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1373'AT WILMINGTON.
 JU1373'AT WILMINGTON, AT THE PENNSYLVANIA RAILROAD STATION, AT THE SOUTH
 JU1373'SIDE OF THE WAITING PLATFORM FOR THE NORTH-BOUND TRAINS, SET
 JU1373'VERTICALLY IN THE NORTH FACE OF THE SOUTH WALL, 2 FEET WEST OF
 JU1373'THE ENTRANCE TO THE SUBWAY LEADING UNDER THE TRACKS TO THE MAIN
 JU1373'PORTION OF THE STATION.
 JU1373
 JU1373                          STATION RECOVERY (1979)
 JU1373
 JU1373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1373'ADD-29 FEET SOUTH OF THE SOUTH RAIL OF THE AMTRAK LINE, 30 FEET EAST
 JU1373'OF THE STATION MASTER OFFICE.
 JU1373'CHANGE-NORTH FACE OF SOUTH WALL- TO - NORTH FACE OF THE NORTH WALL OF
 JU1373'THE WAITING DUCK SOUTH OF THE TRACKS.
 JU1373
 JU1373                          STATION RECOVERY (1998)
 JU1373
 JU1373'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU1373'RECOVERED IN GOOD CONDITION.
 JU1373
 JU1373                          STATION RECOVERY (2006)
 JU1373
 JU1373'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAL)
 JU1373'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0180 ***********************************************************************
 HU0180  DESIGNATION -  M 30
 HU0180  PID         -  HU0180
 HU0180  STATE/COUNTY-  DE/SUSSEX
 HU0180  COUNTRY     -  US
 HU0180  USGS QUAD   -  MISPILLION RIVER (2016)
 HU0180
 HU0180                         *CURRENT SURVEY CONTROL
 HU0180  ______________________________________________________________________
 HU0180* NAD 83(1986) POSITION- 38 53 28.6    (N) 075 19 18.3    (W)   HD_HELD2
 HU0180* NAVD 88 ORTHO HEIGHT -     3.598 (meters)       11.80  (feet) ADJUSTED
 HU0180  ______________________________________________________________________
 HU0180  GEOID HEIGHT    -        -35.405 (meters)                     GEOID18
 HU0180  DYNAMIC HEIGHT  -          3.596 (meters)       11.80  (feet) COMP
 HU0180  MODELED GRAVITY -    980,044.0   (mgal)                       NAVD 88
 HU0180
 HU0180  VERT ORDER      -  SECOND    CLASS 0
 HU0180
 HU0180.The horizontal coordinates were established by autonomous hand held GPS
 HU0180.observations and have an estimated accuracy of +/- 10 meters.
 HU0180
 HU0180.The orthometric height was determined by differential leveling and
 HU0180.adjusted by the NATIONAL GEODETIC SURVEY
 HU0180.in June 1991.
 HU0180
 HU0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0180.GEOID18 height accuracy estimate available here.
 HU0180
 HU0180.Click photographs - Photos may exist for this station.
 HU0180
 HU0180.The dynamic height is computed by dividing the NAVD 88
 HU0180.geopotential number by the normal gravity value computed on the
 HU0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0180.degrees latitude (g = 980.6199 gals.).
 HU0180
 HU0180.The modeled gravity was interpolated from observed gravity values.
 HU0180
 HU0180;                    North         East    Units  Estimated Accuracy
 HU0180;SPC DE       -    98,940.      208,235.      MT  (+/- 10 meters HH2 GPS)
 HU0180
 HU0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7209604760(NAD 83)
 HU0180
 HU0180                          SUPERSEDED SURVEY CONTROL
 HU0180
 HU0180  NGVD 29 (11/26/84)    3.838  (m)           12.59   (f) ADJUSTED    2 0
 HU0180
 HU0180.Superseded values are not recommended for survey control.
 HU0180
 HU0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0180.See file dsdata.pdf to determine how the superseded data were derived.
 HU0180
 HU0180_MARKER: DB = BENCH MARK DISK
 HU0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0180_STAMPING: M 30 1962
 HU0180_MARK LOGO: CGS
 HU0180_PROJECTION: FLUSH
 HU0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0180+STABILITY: SURFACE MOTION
 HU0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0180+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2012
 HU0180
 HU0180  HISTORY     - Date     Condition        Report By
 HU0180  HISTORY     - 1962     MONUMENTED       CGS
 HU0180  HISTORY     - 1981     GOOD             UDE
 HU0180  HISTORY     - 20010218 MARK NOT FOUND   USPSQD
 HU0180  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU0180  HISTORY     - 20120606 GOOD             USFWS
 HU0180
 HU0180                          STATION DESCRIPTION
 HU0180
 HU0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0180'1.8 MI SW FROM SLAUGHTER BEACH.
 HU0180'0.1 MILE SOUTHEAST ON BLACKTOPPED ROAD FROM THE FIRE HOUSE AT
 HU0180'SLAUGHTER BEACH, THENCE 1.7 MILES SOUTHWEST ALONG BLACKTOPPED ROAD,
 HU0180'94.5 FEET WEST OF THE WEST CORNER OF A TWO STORIED HOUSE, 67.5 FEET
 HU0180'SOUTHWEST OF A POWER POLE, 52 FEET SOUTHEAST OF THE CENTERLINE OF
 HU0180'THE ROAD, 2 FEET NORTHEAST OF A WOODEN WITNESS POST AND ABOUT
 HU0180'LEVEL WITH THE ROAD.  SET IN A CONCRETE POST PROJECTING 2 INCHES.
 HU0180
 HU0180                          STATION RECOVERY (1981)
 HU0180
 HU0180'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0180'RECOVERED IN GOOD CONDITION.
 HU0180
 HU0180                          STATION RECOVERY (2001)
 HU0180
 HU0180'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HU0180'STATION NOT FOUND.  SEARCHED FOR USING GPS.  EVIDENCE OF HOUSE AS
 HU0180'DESCRIBED ABOVE AT PRESENT LOCATION HAS BEEN TORN DOWN AND GROUND IS
 HU0180'NOT PART OF PLOWED FIELD.  LOCATION OF STATION IS IN THE PLOWED FIELD
 HU0180'AREA.  SEARCHED WITH METAL DETECTOR IN WIDE AREA AND COULD NOT LOCATE.
 HU0180'
 HU0180
 HU0180                          STATION RECOVERY (2012)
 HU0180
 HU0180'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0180'MARK NOT FOUND.
 HU0180
 HU0180                          STATION RECOVERY (2012)
 HU0180
 HU0180'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2012 (JCW)
 HU0180'RECOVERED IN GOOD CONDITION.
 HU0180'
 HU0180'NOTE-NO EVIDENCE OF THE TWO STORY HOUSE COULD BE LOCATED.
 HU0180'
 HU0180'IT IS 69.00 M (226.4 FT) SOUTH-SOUTHWEST OF A UTILITY POLE NUMBERED
 HU0180'54874, 32.60 M (107.0 FT) EAST-NORTHEAST OF A UTILITY POLE NUMBERED
 HU0180'54858, 27.25 M (89.4 FT) SOUTH-SOUTHEAST OF A UTILITY POLE NUMBERED
 HU0180'54865, 20.65 M (67.7 FT) SOUTHWEST OF A TELEPHONE PEDESTAL NUMBERED
 HU0180'YF100, 10.7 M (35.1 FT) SOUTHEAST OF THE CENTERLINE OF SLAUGHTER BEACH
 HU0180'ROAD AND SET IN THE TOP OF A 30-CM (12 INCH) ROUND CONCRETE POST AND
 HU0180'ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0779 ***********************************************************************
 HU0779  DESIGNATION -  M 33
 HU0779  PID         -  HU0779
 HU0779  STATE/COUNTY-  DE/SUSSEX
 HU0779  COUNTRY     -  US
 HU0779  USGS QUAD   -  LAUREL (2016)
 HU0779
 HU0779                         *CURRENT SURVEY CONTROL
 HU0779  ______________________________________________________________________
 HU0779* NAD 83(1986) POSITION- 38 35 09.5    (N) 075 35 10.4    (W)   HD_HELD2
 HU0779* NAVD 88 ORTHO HEIGHT -    11.519 (meters)       37.79  (feet) ADJUSTED
 HU0779  ______________________________________________________________________
 HU0779  GEOID HEIGHT    -        -35.642 (meters)                     GEOID18
 HU0779  DYNAMIC HEIGHT  -         11.512 (meters)       37.77  (feet) COMP
 HU0779  MODELED GRAVITY -    980,015.7   (mgal)                       NAVD 88
 HU0779
 HU0779  VERT ORDER      -  FIRST     CLASS I
 HU0779
 HU0779.The horizontal coordinates were established by autonomous hand held GPS
 HU0779.observations and have an estimated accuracy of +/- 10 meters.
 HU0779
 HU0779.The orthometric height was determined by differential leveling and
 HU0779.adjusted by the NATIONAL GEODETIC SURVEY
 HU0779.in June 1991.
 HU0779
 HU0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0779.GEOID18 height accuracy estimate available here.
 HU0779
 HU0779.Click photographs - Photos may exist for this station.
 HU0779
 HU0779.The dynamic height is computed by dividing the NAVD 88
 HU0779.geopotential number by the normal gravity value computed on the
 HU0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0779.degrees latitude (g = 980.6199 gals.).
 HU0779
 HU0779.The modeled gravity was interpolated from observed gravity values.
 HU0779
 HU0779;                    North         East    Units  Estimated Accuracy
 HU0779;SPC DE       -    65,057.      185,227.      MT  (+/- 10 meters HH2 GPS)
 HU0779
 HU0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4894370996(NAD 83)
 HU0779
 HU0779                          SUPERSEDED SURVEY CONTROL
 HU0779
 HU0779  NGVD 29 (11/26/84)   11.768  (m)           38.61   (f) ADJUSTED    1 1
 HU0779
 HU0779.Superseded values are not recommended for survey control.
 HU0779
 HU0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0779.See file dsdata.pdf to determine how the superseded data were derived.
 HU0779
 HU0779_MARKER: DB = BENCH MARK DISK
 HU0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0779_STAMPING: M 33 1963
 HU0779_MARK LOGO: CGS
 HU0779_PROJECTION: PROJECTING 5 CENTIMETERS
 HU0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0779+STABILITY: SURFACE MOTION
 HU0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0779+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2007
 HU0779
 HU0779  HISTORY     - Date     Condition        Report By
 HU0779  HISTORY     - 1963     MONUMENTED       CGS
 HU0779  HISTORY     - 1981     GOOD             UDE
 HU0779  HISTORY     - 20070827 GOOD             INDIV
 HU0779  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0779
 HU0779                          STATION DESCRIPTION
 HU0779
 HU0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0779'2.5 MI N FROM LAUREL.
 HU0779'2.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0779'AT LAUREL, ABOUT 0.2 MILE SOUTH OF MILEPOST 88, AT THE CROSSING OF
 HU0779'A BLACK TOP ROAD LEADING EAST AND WEST, 176 FEET NORTH-NORTHWEST
 HU0779'OF CENTER OF THE CROSSING, 84 FEET NORTHWEST OF SIGNAL POST 881,
 HU0779'42.5 FEET WEST OF WEST RAIL, 3 FEET SOUTH OF A TELEPHONE POLE,
 HU0779'1.5 FEET NORTH OF A STEEL WITNESS POST, 1 1/2 FEET ABOVE LEVEL OF
 HU0779'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HU0779
 HU0779                          STATION RECOVERY (1981)
 HU0779
 HU0779'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0779'RECOVERED IN GOOD CONDITION.
 HU0779
 HU0779                          STATION RECOVERY (2007)
 HU0779
 HU0779'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (JFP)
 HU0779'RECOVERED AS DESCRIBED
 HU0779
 HU0779                          STATION RECOVERY (2013)
 HU0779
 HU0779'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0779'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1109 ***********************************************************************
 JU1109  DESIGNATION -  M 34
 JU1109  PID         -  JU1109
 JU1109  STATE/COUNTY-  DE/KENT
 JU1109  COUNTRY     -  US
 JU1109  USGS QUAD   -  DOVER (2016)
 JU1109
 JU1109                         *CURRENT SURVEY CONTROL
 JU1109  ______________________________________________________________________
 JU1109* NAD 83(1986) POSITION- 39 09 24.1    (N) 075 31 54.5    (W)   HD_HELD2
 JU1109* NAVD 88 ORTHO HEIGHT -     9.988 (meters)       32.77  (feet) ADJUSTED
 JU1109  ______________________________________________________________________
 JU1109  GEOID HEIGHT    -        -34.390 (meters)                     GEOID18
 JU1109  DYNAMIC HEIGHT  -          9.983 (meters)       32.75  (feet) COMP
 JU1109  MODELED GRAVITY -    980,086.7   (mgal)                       NAVD 88
 JU1109
 JU1109  VERT ORDER      -  FIRST     CLASS I
 JU1109
 JU1109.The horizontal coordinates were established by autonomous hand held GPS
 JU1109.observations and have an estimated accuracy of +/- 10 meters.
 JU1109
 JU1109.The orthometric height was determined by differential leveling and
 JU1109.adjusted by the NATIONAL GEODETIC SURVEY
 JU1109.in June 1991.
 JU1109
 JU1109.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1109.GEOID18 height accuracy estimate available here.
 JU1109
 JU1109.Click photographs - Photos may exist for this station.
 JU1109
 JU1109.The dynamic height is computed by dividing the NAVD 88
 JU1109.geopotential number by the normal gravity value computed on the
 JU1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1109.degrees latitude (g = 980.6199 gals.).
 JU1109
 JU1109.The modeled gravity was interpolated from observed gravity values.
 JU1109
 JU1109;                    North         East    Units  Estimated Accuracy
 JU1109;SPC DE       -   128,407.      190,048.      MT  (+/- 10 meters HH2 GPS)
 JU1109
 JU1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5405134300(NAD 83)
 JU1109
 JU1109                          SUPERSEDED SURVEY CONTROL
 JU1109
 JU1109  NGVD 29 (11/26/84)   10.226  (m)           33.55   (f) ADJUSTED    1 1
 JU1109
 JU1109.Superseded values are not recommended for survey control.
 JU1109
 JU1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1109.See file dsdata.pdf to determine how the superseded data were derived.
 JU1109
 JU1109_MARKER: DB = BENCH MARK DISK
 JU1109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1109_SP_SET: BUILDING
 JU1109_STAMPING: M 34 1963
 JU1109_MARK LOGO: CGS
 JU1109_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1109+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2021
 JU1109
 JU1109  HISTORY     - Date     Condition        Report By
 JU1109  HISTORY     - 1963     MONUMENTED       CGS
 JU1109  HISTORY     - 1971     GOOD             NGS
 JU1109  HISTORY     - 1981     GOOD             UDE
 JU1109  HISTORY     - 19980812 GOOD             NGS
 JU1109  HISTORY     - 19990820 GOOD             USPSQD
 JU1109  HISTORY     - 20070329 GOOD             UE
 JU1109  HISTORY     - 20100124 GOOD             BECMOR
 JU1109  HISTORY     - 20111026 GOOD             USFWS
 JU1109  HISTORY     - 20210302 GOOD             USPSQD
 JU1109
 JU1109                          STATION DESCRIPTION
 JU1109
 JU1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1109'AT DOVER.
 JU1109'AT DOVER, ALONG THE PENNSYLVANIA RAILROAD, AT THE LIBRARY COMMISSION
 JU1109'OF THE STATE OF DELAWARE (FORMERLY THE PENNSYLVANIA RAILROAD
 JU1109'STATION), 43.5 FEET EAST OF EAST RAIL OF THE MAIN TRACK, 21 FEET
 JU1109'WEST OF THE SOUTHEAST CORNER OF THE BUILDING, AND 2 FEET ABOVE
 JU1109'LEVEL OF THE SIDEWALK.
 JU1109
 JU1109                          STATION RECOVERY (1971)
 JU1109
 JU1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JU1109'RECOVERED IN GOOD CONDITION.
 JU1109
 JU1109                          STATION RECOVERY (1981)
 JU1109
 JU1109'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1109'BUILDING IS NOW THE JUSTICE OF THE PEACE CRIMINAL -TRAFFIC COURT NO.
 JU1109'7
 JU1109
 JU1109                          STATION RECOVERY (1998)
 JU1109
 JU1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DBC)
 JU1109'RECOVERED AS DESCRIBED.
 JU1109
 JU1109                          STATION RECOVERY (1999)
 JU1109
 JU1109'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU1109'RECOVERED IN GOOD CONDITION.
 JU1109
 JU1109                          STATION RECOVERY (2007)
 JU1109
 JU1109'RECOVERY NOTE BY URBAN ENGINEERS INC 2007 (WBF)
 JU1109'RECOVERED IN GOOD CONDITION.
 JU1109
 JU1109                          STATION RECOVERY (2010)
 JU1109
 JU1109'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1109'RECOVERED IN GOOD CONDITION.
 JU1109
 JU1109                          STATION RECOVERY (2011)
 JU1109
 JU1109'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2011 (MJH)
 JU1109'RECOVERED AS DESCRIBED.
 JU1109
 JU1109                          STATION RECOVERY (2021)
 JU1109
 JU1109'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 JU1109'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0863 ***********************************************************************
 HU0863  DESIGNATION -  M 35
 HU0863  PID         -  HU0863
 HU0863  STATE/COUNTY-  DE/KENT
 HU0863  COUNTRY     -  US
 HU0863  USGS QUAD   -  HARRINGTON (2016)
 HU0863
 HU0863                         *CURRENT SURVEY CONTROL
 HU0863  ______________________________________________________________________
 HU0863* NAD 83(1986) POSITION- 38 56 33.37   (N) 075 34 40.30   (W)   HD_HELD1
 HU0863* NAVD 88 ORTHO HEIGHT -    17.350 (meters)       56.92  (feet) ADJUSTED
 HU0863  ______________________________________________________________________
 HU0863  GEOID HEIGHT    -        -35.061 (meters)                     GEOID18
 HU0863  DYNAMIC HEIGHT  -         17.339 (meters)       56.89  (feet) COMP
 HU0863  MODELED GRAVITY -    980,046.6   (mgal)                       NAVD 88
 HU0863
 HU0863  VERT ORDER      -  FIRST     CLASS I
 HU0863
 HU0863.The horizontal coordinates were determined by differentially corrected
 HU0863.hand held GPS observations or other comparable positioning techniques
 HU0863.and have an estimated accuracy of +/- 3 meters.
 HU0863
 HU0863.The orthometric height was determined by differential leveling and
 HU0863.adjusted by the NATIONAL GEODETIC SURVEY
 HU0863.in June 1991.
 HU0863
 HU0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0863.GEOID18 height accuracy estimate available here.
 HU0863
 HU0863.Click photographs - Photos may exist for this station.
 HU0863
 HU0863.The dynamic height is computed by dividing the NAVD 88
 HU0863.geopotential number by the normal gravity value computed on the
 HU0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0863.degrees latitude (g = 980.6199 gals.).
 HU0863
 HU0863.The modeled gravity was interpolated from observed gravity values.
 HU0863
 HU0863;                    North         East    Units  Estimated Accuracy
 HU0863;SPC DE       -   104,645.9     186,025.1     MT  (+/- 3 meters HH1 GPS) 
 HU0863
 HU0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4992110565(NAD 83)
 HU0863
 HU0863                          SUPERSEDED SURVEY CONTROL
 HU0863
 HU0863  NGVD 29 (11/26/84)   17.591  (m)           57.71   (f) ADJUSTED    1 1
 HU0863
 HU0863.Superseded values are not recommended for survey control.
 HU0863
 HU0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0863.See file dsdata.pdf to determine how the superseded data were derived.
 HU0863
 HU0863_MARKER: DB = BENCH MARK DISK
 HU0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0863_STAMPING: M 35 1963
 HU0863_MARK LOGO: CGS
 HU0863_PROJECTION: PROJECTING 5 CENTIMETERS
 HU0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0863+STABILITY: SURFACE MOTION
 HU0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0863+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2010
 HU0863
 HU0863  HISTORY     - Date     Condition        Report By
 HU0863  HISTORY     - 1963     MONUMENTED       CGS
 HU0863  HISTORY     - 1981     GOOD             UDE
 HU0863  HISTORY     - 19910903 MARK NOT FOUND   USGS
 HU0863  HISTORY     - 20100507 GOOD             BECMOR
 HU0863
 HU0863                          STATION DESCRIPTION
 HU0863
 HU0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0863'1.2 MI N FROM HARRINGTON.
 HU0863'ABOUT 1.25 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HU0863'STATION AT HARRINGTON, ABOUT 0.4 MILE SOUTH OF A BLACK TOP ROAD
 HU0863'CROSSING, AT MILEPOST 63, 103 FEET SOUTHEAST AND ACROSS TRACK FROM THE
 HU0863'MILEPOST, 40 FEET EAST OF EAST RAIL OF MAIN TRACK, 2 FEET WEST OF
 HU0863'POWER POLE 224, 1.5 FEET NORTH OF A STEEL WITNESS POST, 2 FEET
 HU0863'BELOW LEVEL OF TRACK, AND SET IN THE TOP OF A CONCRETE POST
 HU0863'PROJECTING 2 INCHES.
 HU0863
 HU0863                          STATION RECOVERY (1981)
 HU0863
 HU0863'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0863'RECOVERED IN GOOD CONDITION.
 HU0863
 HU0863                          STATION RECOVERY (1991)
 HU0863
 HU0863'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 HU0863'MARK NOT FOUND.
 HU0863
 HU0863                          STATION RECOVERY (2010)
 HU0863
 HU0863'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 HU0863'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1045 ***********************************************************************
 JU1045  DESIGNATION -  M 36 RESET
 JU1045  PID         -  JU1045
 JU1045  STATE/COUNTY-  DE/KENT
 JU1045  COUNTRY     -  US
 JU1045  USGS QUAD   -  FREDERICA (2016)
 JU1045
 JU1045                         *CURRENT SURVEY CONTROL
 JU1045  ______________________________________________________________________
 JU1045* NAD 83(1986) POSITION- 39 02 52.     (N) 075 26 38.     (W)   SCALED
 JU1045* NAVD 88 ORTHO HEIGHT -     5.87  (meters)       19.3   (feet) RESET
 JU1045  ______________________________________________________________________
 JU1045  GEOID HEIGHT    -        -34.900 (meters)                     GEOID18
 JU1045  VERT ORDER      -  THIRD
 JU1045
 JU1045.The horizontal coordinates were scaled from a map and have
 JU1045.an estimated accuracy of +/- 6 seconds.
 JU1045
 JU1045.The orthometric height was computed from unverified reset data.
 JU1045
 JU1045.No vertical observational check was made to the station.
 JU1045
 JU1045.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1045.GEOID18 height accuracy estimate available here.
 JU1045
 JU1045.Click photographs - Photos may exist for this station.
 JU1045
 JU1045;                    North         East    Units  Estimated Accuracy
 JU1045;SPC DE       -   116,310.      197,640.      MT  (+/- 180 meters Scaled)
 JU1045
 JU1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ615221(NAD 83)
 JU1045
 JU1045                          SUPERSEDED SURVEY CONTROL
 JU1045
 JU1045  NGVD 29 (??/??/??)    6.11   (m)           20.0    (f) RESET       3  
 JU1045
 JU1045.Superseded values are not recommended for survey control.
 JU1045
 JU1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1045.See file dsdata.pdf to determine how the superseded data were derived.
 JU1045
 JU1045_MARKER: DB = BENCH MARK DISK
 JU1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1045_STAMPING: M 36 RESET 1965
 JU1045_MARK LOGO: CGS
 JU1045_PROJECTION: PROJECTING 5 CENTIMETERS
 JU1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1045+STABILITY: SURFACE MOTION
 JU1045
 JU1045  HISTORY     - Date     Condition        Report By
 JU1045  HISTORY     - 1965     MONUMENTED       DEDHT
 JU1045  HISTORY     - 1981     POOR             UDE
 JU1045  HISTORY     - 19911001 MARK NOT FOUND   USGS
 JU1045
 JU1045                          STATION DESCRIPTION
 JU1045
 JU1045'DESCRIBED BY DE DEPT OF HIGHWAYS 1965
 JU1045'2.5 MI SW FROM BOWERS BEACH.
 JU1045'ABOUT 2.5 MILES SOUTHWEST AND WEST ALONG BOWERS BEACH ROAD, FROM
 JU1045'THE POST OFFICE AT BOWERS BEACH, 40 FEET NORTH OF CENTERLINE OF
 JU1045'THE ROAD, HAVING A BEARING OF N 19 DEG 30 W FROM OLD BENCH MARK
 JU1045'AND 2 FT WEST OF STEEL WITNESS POST, SET IN TOP OF CONCRETE POST
 JU1045'2 INCHES ABOVE GROUND AND 2 FEET ABOVE PRESENT ROAD.
 JU1045
 JU1045                          STATION RECOVERY (1981)
 JU1045
 JU1045'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1045'HAS BEEN HIT BY MOWING MACHINERY AND HAS 45 DEGREE TILT. USE WITH
 JU1045'CAUTION ELEV. NO LONGER ACCURATE.
 JU1045
 JU1045                          STATION RECOVERY (1991)
 JU1045
 JU1045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1045'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1824 ***********************************************************************
 JU1824  DESIGNATION -  M 38
 JU1824  PID         -  JU1824
 JU1824  STATE/COUNTY-  DE/NEW CASTLE
 JU1824  COUNTRY     -  US
 JU1824  USGS QUAD   -  SAINT GEORGES (2016)
 JU1824
 JU1824                         *CURRENT SURVEY CONTROL
 JU1824  ______________________________________________________________________
 JU1824* NAD 83(1986) POSITION- 39 32 20.     (N) 075 44 17.     (W)   SCALED
 JU1824* NAVD 88 ORTHO HEIGHT -    39.865 (meters)      130.79  (feet) ADJUSTED
 JU1824  ______________________________________________________________________
 JU1824  GEOID HEIGHT    -        -33.290 (meters)                     GEOID18
 JU1824  DYNAMIC HEIGHT  -         39.845 (meters)      130.72  (feet) COMP
 JU1824  MODELED GRAVITY -    980,139.3   (mgal)                       NAVD 88
 JU1824
 JU1824  VERT ORDER      -  FIRST     CLASS I
 JU1824
 JU1824.The horizontal coordinates were scaled from a map and have
 JU1824.an estimated accuracy of +/- 6 seconds.
 JU1824
 JU1824.The orthometric height was determined by differential leveling and
 JU1824.adjusted by the NATIONAL GEODETIC SURVEY
 JU1824.in June 1991.
 JU1824
 JU1824.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1824.GEOID18 height accuracy estimate available here.
 JU1824
 JU1824.Click photographs - Photos may exist for this station.
 JU1824
 JU1824.The dynamic height is computed by dividing the NAVD 88
 JU1824.geopotential number by the normal gravity value computed on the
 JU1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1824.degrees latitude (g = 980.6199 gals.).
 JU1824
 JU1824.The modeled gravity was interpolated from observed gravity values.
 JU1824
 JU1824;                    North         East    Units  Estimated Accuracy
 JU1824;SPC DE       -   170,880.      172,370.      MT  (+/- 180 meters Scaled)
 JU1824
 JU1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ365768(NAD 83)
 JU1824
 JU1824                          SUPERSEDED SURVEY CONTROL
 JU1824
 JU1824  NGVD 29 (11/26/84)   40.104  (m)          131.57   (f) ADJUSTED    1 1
 JU1824
 JU1824.Superseded values are not recommended for survey control.
 JU1824
 JU1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1824.See file dsdata.pdf to determine how the superseded data were derived.
 JU1824
 JU1824_MARKER: DB = BENCH MARK DISK
 JU1824_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1824_SP_SET: BRIDGE
 JU1824_STAMPING: M 38 1963
 JU1824_MARK LOGO: CGS
 JU1824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1824
 JU1824  HISTORY     - Date     Condition        Report By
 JU1824  HISTORY     - 1963     MONUMENTED       CGS
 JU1824  HISTORY     - 1981     GOOD             UDE
 JU1824  HISTORY     - 1982     GOOD             USPSQD
 JU1824  HISTORY     - 19891117 MARK NOT FOUND   USGS
 JU1824  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1824
 JU1824                          STATION DESCRIPTION
 JU1824
 JU1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1824'0.8 MI W FROM SUMMIT BRIDGE.
 JU1824'0.75 MILE WEST ALONG A DIRT ROAD ON THE SOUTH SIDE OF THE
 JU1824'CHESAPEAKE AND DELAWARE CANAL FROM THE JUNCTION OF BLACK TOP ROAD
 JU1824'63 AT SUMMIT BRIDGE, AT THE CROSSING OF STATE HIGHWAY 71 BRIDGE
 JU1824'(CALLED SUMMIT BRIDGE) OVER THE CANAL, SET ON TOP OF THE CONCRETE
 JU1824'RAILING BASE AT THE SOUTHEAST CORNER OF THE BRIDGE, 2.4 FEET
 JU1824'NORTH OF SOUTH END OF BRIDGE, 15 FEET EAST OF CENTERLINE OF
 JU1824'NORTH-BOUND LANE OF HIGHWAY, AND ABOUT 1 FOOT ABOVE LEVEL OF
 JU1824'HIGHWAY.
 JU1824
 JU1824                          STATION RECOVERY (1981)
 JU1824
 JU1824'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1824'RECOVERED IN GOOD CONDITION.
 JU1824
 JU1824                          STATION RECOVERY (1982)
 JU1824
 JU1824'RECOVERY NOTE BY US POWER SQUADRON 1982
 JU1824'RECOVERED IN GOOD CONDITION.
 JU1824
 JU1824                          STATION RECOVERY (1989)
 JU1824
 JU1824'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989
 JU1824'MARK NOT FOUND.
 JU1824
 JU1824                          STATION RECOVERY (2013)
 JU1824
 JU1824'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1824'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1784 ***********************************************************************
 JU1784  DESIGNATION -  M 39
 JU1784  PID         -  JU1784
 JU1784  STATE/COUNTY-  DE/NEW CASTLE
 JU1784  COUNTRY     -  US
 JU1784  USGS QUAD   -  SAINT GEORGES (2016)
 JU1784
 JU1784                         *CURRENT SURVEY CONTROL
 JU1784  ______________________________________________________________________
 JU1784* NAD 83(1986) POSITION- 39 35 22.     (N) 075 39 38.     (W)   SCALED
 JU1784* NAVD 88 ORTHO HEIGHT -    18.262 (meters)       59.91  (feet) ADJUSTED
 JU1784  ______________________________________________________________________
 JU1784  GEOID HEIGHT    -        -33.192 (meters)                     GEOID18
 JU1784  DYNAMIC HEIGHT  -         18.253 (meters)       59.89  (feet) COMP
 JU1784  MODELED GRAVITY -    980,147.2   (mgal)                       NAVD 88
 JU1784
 JU1784  VERT ORDER      -  FIRST     CLASS I
 JU1784
 JU1784.The horizontal coordinates were scaled from a map and have
 JU1784.an estimated accuracy of +/- 6 seconds.
 JU1784
 JU1784.The orthometric height was determined by differential leveling and
 JU1784.adjusted by the NATIONAL GEODETIC SURVEY
 JU1784.in June 1991.
 JU1784
 JU1784.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1784.GEOID18 height accuracy estimate available here.
 JU1784
 JU1784.Click photographs - Photos may exist for this station.
 JU1784
 JU1784.The dynamic height is computed by dividing the NAVD 88
 JU1784.geopotential number by the normal gravity value computed on the
 JU1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1784.degrees latitude (g = 980.6199 gals.).
 JU1784
 JU1784.The modeled gravity was interpolated from observed gravity values.
 JU1784
 JU1784;                    North         East    Units  Estimated Accuracy
 JU1784;SPC DE       -   176,470.      179,050.      MT  (+/- 180 meters Scaled)
 JU1784
 JU1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ432823(NAD 83)
 JU1784
 JU1784                          SUPERSEDED SURVEY CONTROL
 JU1784
 JU1784  NGVD 29 (01/10/92)   18.503  (m)           60.71   (f) ADJUSTED    1 1
 JU1784  NGVD 29 (??/??/87)   18.503  (m)           60.71   (f) SUPERSEDED  1 1
 JU1784
 JU1784.Superseded values are not recommended for survey control.
 JU1784
 JU1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1784.See file dsdata.pdf to determine how the superseded data were derived.
 JU1784
 JU1784_MARKER: DB = BENCH MARK DISK
 JU1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1784_STAMPING: M 39 1963
 JU1784_MARK LOGO: CGS
 JU1784_PROJECTION: PROJECTING 5 CENTIMETERS
 JU1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1784+STABILITY: SURFACE MOTION
 JU1784_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1784+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1784
 JU1784  HISTORY     - Date     Condition        Report By
 JU1784  HISTORY     - 1963     MONUMENTED       CGS
 JU1784  HISTORY     - 1979     GOOD             NGS
 JU1784  HISTORY     - 1979     GOOD             UDE
 JU1784  HISTORY     - 1983     GOOD             USPSQD
 JU1784  HISTORY     - 20130711 GOOD             DELCOS
 JU1784
 JU1784                          STATION DESCRIPTION
 JU1784
 JU1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1784'AT CORBIT.
 JU1784'AT CORBIT, ALONG THE PENNSYLVANIA RAILROAD, AT THE CROSSING OF
 JU1784'U.S. HIGHWAY 13, 47 FEET SOUTH OF SOUTH RAIL, 53 FEET WEST OF
 JU1784'CENTERLINE OF SOUTH-BOUND LANE OF HIGHWAY, 58 FEET SOUTHWEST OF
 JU1784'CENTER OF CROSSING WITH SOUTH-BOUND LANE OF HIGHWAY, 48 FEET
 JU1784'NORTH OF A 14-INCH OAK TREE, 11 FEET EAST OF POWER POLE J34 51X,
 JU1784'1 1/2 FEET SOUTH OF A STEEL WITNESS POST, 1 FOOT BELOW LEVEL
 JU1784'OF HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JU1784'INCHES.
 JU1784
 JU1784                          STATION RECOVERY (1979)
 JU1784
 JU1784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1784'RECOVERED IN GOOD CONDITION.
 JU1784
 JU1784                          STATION RECOVERY (1979)
 JU1784
 JU1784'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1979
 JU1784'RECOVERED IN GOOD CONDITION.
 JU1784
 JU1784                          STATION RECOVERY (1983)
 JU1784
 JU1784'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU1784'RECOVERED IN GOOD CONDITION.
 JU1784
 JU1784                          STATION RECOVERY (2013)
 JU1784
 JU1784'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1784'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2212 ***********************************************************************
 JU2212  DESIGNATION -  M 41
 JU2212  PID         -  JU2212
 JU2212  STATE/COUNTY-  DE/NEW CASTLE
 JU2212  COUNTRY     -  US
 JU2212  USGS QUAD   -  MARCUS HOOK (2019)
 JU2212
 JU2212                         *CURRENT SURVEY CONTROL
 JU2212  ______________________________________________________________________
 JU2212* NAD 83(1986) POSITION- 39 45 29.8    (N) 075 29 32.4    (W)   HD_HELD2
 JU2212* NAVD 88 ORTHO HEIGHT -    12.356 (meters)       40.54  (feet) ADJUSTED
 JU2212  ______________________________________________________________________
 JU2212  GEOID HEIGHT    -        -32.958 (meters)                     GEOID18
 JU2212  DYNAMIC HEIGHT  -         12.350 (meters)       40.52  (feet) COMP
 JU2212  MODELED GRAVITY -    980,174.5   (mgal)                       NAVD 88
 JU2212
 JU2212  VERT ORDER      -  FIRST     CLASS II
 JU2212
 JU2212.The horizontal coordinates were established by autonomous hand held GPS
 JU2212.observations and have an estimated accuracy of +/- 10 meters.
 JU2212
 JU2212.The orthometric height was determined by differential leveling and
 JU2212.adjusted by the NATIONAL GEODETIC SURVEY
 JU2212.in June 1991.
 JU2212
 JU2212.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2212.GEOID18 height accuracy estimate available here.
 JU2212
 JU2212.Click photographs - Photos may exist for this station.
 JU2212
 JU2212.The dynamic height is computed by dividing the NAVD 88
 JU2212.geopotential number by the normal gravity value computed on the
 JU2212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2212.degrees latitude (g = 980.6199 gals.).
 JU2212
 JU2212.The modeled gravity was interpolated from observed gravity values.
 JU2212
 JU2212;                    North         East    Units  Estimated Accuracy
 JU2212;SPC DE       -   195,194.      193,516.      MT  (+/- 10 meters HH2 GPS)
 JU2212
 JU2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5782601044(NAD 83)
 JU2212
 JU2212                          SUPERSEDED SURVEY CONTROL
 JU2212
 JU2212  NGVD 29 (01/10/92)   12.624  (m)           41.42   (f) ADJUSTED    1 2
 JU2212
 JU2212.Superseded values are not recommended for survey control.
 JU2212
 JU2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2212.See file dsdata.pdf to determine how the superseded data were derived.
 JU2212
 JU2212_MARKER: I = METAL ROD
 JU2212_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2212_STAMPING: M 41 1979
 JU2212_MARK LOGO: NGS
 JU2212_PROJECTION: FLUSH
 JU2212_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU2212+STABILITY: POSITION/ELEVATION WELL
 JU2212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2212+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU2212_ROD/PIPE-DEPTH: 7.32 meters
 JU2212_SLEEVE-DEPTH  : 3.05 meters
 JU2212
 JU2212  HISTORY     - Date     Condition        Report By
 JU2212  HISTORY     - 1979     MONUMENTED       NGS
 JU2212  HISTORY     - 20081027 GOOD             DEDT
 JU2212  HISTORY     - 20130711 GOOD             DELCOS
 JU2212
 JU2212                          STATION DESCRIPTION
 JU2212
 JU2212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2212'IN BELLEFONTE.
 JU2212'0.1 MILE NORTHEAST ALONG US HIGHWAY 13 FROM THE JUNCTION OF LORE
 JU2212'AVENUE IN BELLEFONTE TO THE MARK ON THE LEFT, BETWEEN THE SOUTHEAST
 JU2212'AND NORTHWEST ENTRANCE GATES TO THE DIAMOND STATE TELEPHONE COMPANY
 JU2212'BUILDING (5107 GOVERNOR PRINTZ BOULEVARD), 3.45 MILES SOUTHWEST OF THE
 JU2212'JUNCTION OF US HIGHWAY 13 AND US HIGHWAY 13 ALTERNATE IN CLAYMONT, 134
 JU2212'FEET NORTHWEST OF THE CENTER LINE OF THE SOUTHWESTBOUND LANE OF THE
 JU2212'HIGHWAY, 34 FEET SOUTHWEST OF A PAVED ROAD LEADING NORTHWEST, 28 FEET
 JU2212'EAST-SOUTHEAST OF THE SOUTHEAST GATE POST TO THE NORTHWEST ENTRANCE,
 JU2212'24 FEET NORTH-NORTHWEST OF THE NORTHWEST GATE POST TO THE SOUTHEAST
 JU2212'ENTRANCE, 17 FEET WEST OF A 12-INCH PINE TREE, 5.5 FEET NORTHEAST OF
 JU2212'A CHAIN LINK FENCE.
 JU2212'THE MARK IS 5 FT  NE FROM A WITNESS POST.
 JU2212'THE MARK IS 1 FT ABOVE HIGHWAY.
 JU2212
 JU2212                          STATION RECOVERY (2008)
 JU2212
 JU2212'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (AOK)
 JU2212'RECOVERED IN GOOD CONDITION.
 JU2212
 JU2212                          STATION RECOVERY (2013)
 JU2212
 JU2212'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU2212'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DM8480 ***********************************************************************
 DM8480  DESIGNATION -  M 47
 DM8480  PID         -  DM8480
 DM8480  STATE/COUNTY-  DE/SUSSEX
 DM8480  COUNTRY     -  US
 DM8480  USGS QUAD   -  ELLENDALE (2016)
 DM8480
 DM8480                         *CURRENT SURVEY CONTROL
 DM8480  ______________________________________________________________________
 DM8480* NAD 83(1986) POSITION- 38 48 23.7    (N) 075 24 43.3    (W)   HD_HELD2
 DM8480* NAVD 88 ORTHO HEIGHT -    14.544 (meters)       47.72  (feet) ADJUSTED
 DM8480  ______________________________________________________________________
 DM8480  GEOID HEIGHT    -        -35.476 (meters)                     GEOID18
 DM8480  DYNAMIC HEIGHT  -         14.535 (meters)       47.69  (feet) COMP
 DM8480  MODELED GRAVITY -    980,033.6   (mgal)                       NAVD 88
 DM8480
 DM8480  VERT ORDER      -  SECOND    CLASS I
 DM8480
 DM8480.The horizontal coordinates were established by autonomous hand held GPS
 DM8480.observations and have an estimated accuracy of +/- 10 meters.
 DM8480
 DM8480.The orthometric height was determined by differential leveling and
 DM8480.adjusted by the NATIONAL GEODETIC SURVEY
 DM8480.in July 2011.
 DM8480
 DM8480.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8480.GEOID18 height accuracy estimate available here.
 DM8480
 DM8480.Click photographs - Photos may exist for this station.
 DM8480
 DM8480.The dynamic height is computed by dividing the NAVD 88
 DM8480.geopotential number by the normal gravity value computed on the
 DM8480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8480.degrees latitude (g = 980.6199 gals.).
 DM8480
 DM8480.The modeled gravity was interpolated from observed gravity values.
 DM8480
 DM8480;                    North         East    Units  Estimated Accuracy
 DM8480;SPC DE       -    89,534.      200,403.      MT  (+/- 10 meters HH2 GPS)
 DM8480
 DM8480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6422495393(NAD 83)
 DM8480
 DM8480                          SUPERSEDED SURVEY CONTROL
 DM8480
 DM8480.No superseded survey control is available for this station.
 DM8480
 DM8480_MARKER: DD = SURVEY DISK
 DM8480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8480_STAMPING: M 47 2010
 DM8480_MARK LOGO: DEDT
 DM8480_PROJECTION: RECESSED 4 CENTIMETERS
 DM8480_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8480+STABILITY: SURFACE MOTION
 DM8480
 DM8480  HISTORY     - Date     Condition        Report By
 DM8480  HISTORY     - 20100601 MONUMENTED       DEDT
 DM8480
 DM8480                          STATION DESCRIPTION
 DM8480
 DM8480'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (BRC)
 DM8480'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTH OF MILFORD, 5.8 MI
 DM8480'(9.3 KM) WEST-NORTHWEST OF MILTON AND 0.6 MI (1.0 KM) EAST OF
 DM8480'ELLENDALE.
 DM8480'
 DM8480'TO REACH FROM THE INTERSECTION OF US HIGHWAY 113 AND STATE ROUTE 16
 DM8480'(MILTON-ELLENDALE HWY) PROCEED EAST ALONG STATE ROUTE 16
 DM8480'(MILTON-ELLENDALE HWY) FOR 1.4 MI (2.3 KM) TO THE MARK ON THE LEFT.
 DM8480'
 DM8480'THE MARK IS 31.5 FT (9.6 M) SOUTHEAST OF NORTHERMOST END OF AN
 DM8480'ELLIPTICAL REINFORCED CONCRETE CROSSROAD PIPE, 97.0 FT (29.6 M)
 DM8480'NORTH-NORTHWEST OF SOUTHERNMOST END OF AN ELLIPTICAL REINFORCED
 DM8480'CONCRETE CROSSROAD PIPE, 24.5 NE OF THE CENTERLINE OF STATE ROUTE 16
 DM8480'(MILTON-ELLENDALE HWY) AND 138.4 FT (42.2 M) EAST OF A TELEPHONE TEST
 DM8480'POINT (EA306AS/32).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0212 ***********************************************************************
 HU0212  DESIGNATION -  M 8
 HU0212  PID         -  HU0212
 HU0212  STATE/COUNTY-  DE/SUSSEX
 HU0212  COUNTRY     -  US
 HU0212  USGS QUAD   -  MILLSBORO (2016)
 HU0212
 HU0212                         *CURRENT SURVEY CONTROL
 HU0212  ______________________________________________________________________
 HU0212* NAD 83(1986) POSITION- 38 32 11.     (N) 075 21 51.     (W)   SCALED
 HU0212* NAVD 88 ORTHO HEIGHT -    13.599 (meters)       44.62  (feet) ADJUSTED
 HU0212  ______________________________________________________________________
 HU0212  GEOID HEIGHT    -        -35.753 (meters)                     GEOID18
 HU0212  DYNAMIC HEIGHT  -         13.590 (meters)       44.59  (feet) COMP
 HU0212  MODELED GRAVITY -    980,016.3   (mgal)                       NAVD 88
 HU0212
 HU0212  VERT ORDER      -  SECOND    CLASS 0
 HU0212
 HU0212.The horizontal coordinates were scaled from a map and have
 HU0212.an estimated accuracy of +/- 6 seconds.
 HU0212
 HU0212.The orthometric height was determined by differential leveling and
 HU0212.adjusted by the NATIONAL GEODETIC SURVEY
 HU0212.in June 1991.
 HU0212
 HU0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0212.GEOID18 height accuracy estimate available here.
 HU0212
 HU0212.Click photographs - Photos may exist for this station.
 HU0212
 HU0212.The dynamic height is computed by dividing the NAVD 88
 HU0212.geopotential number by the normal gravity value computed on the
 HU0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0212.degrees latitude (g = 980.6199 gals.).
 HU0212
 HU0212.The modeled gravity was interpolated from observed gravity values.
 HU0212
 HU0212;                    North         East    Units  Estimated Accuracy
 HU0212;SPC DE       -    59,540.      204,580.      MT  (+/- 180 meters Scaled)
 HU0212
 HU0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH682653(NAD 83)
 HU0212
 HU0212                          SUPERSEDED SURVEY CONTROL
 HU0212
 HU0212  NGVD 29 (11/26/84)   13.839  (m)           45.40   (f) ADJUSTED    2 0
 HU0212
 HU0212.Superseded values are not recommended for survey control.
 HU0212
 HU0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0212.See file dsdata.pdf to determine how the superseded data were derived.
 HU0212
 HU0212_MARKER: DB = BENCH MARK DISK
 HU0212_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HU0212_SP_SET: CULVERT HEADWALL
 HU0212_STAMPING: M 8 1942
 HU0212_MARK LOGO: CGS
 HU0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0212+STABILITY: SURFACE MOTION
 HU0212
 HU0212  HISTORY     - Date     Condition        Report By
 HU0212  HISTORY     - 1942     MONUMENTED       CGS
 HU0212  HISTORY     - 1965     MARK NOT FOUND   CGS
 HU0212  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0212  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HU0212  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0212
 HU0212                          STATION DESCRIPTION
 HU0212
 HU0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0212'5.7 MI SW FROM MILLSBORO.
 HU0212'THIS MARK IS ALONG HIGHWAY 24 ABOUT 5.7 MILES SOUTHWEST OF THE
 HU0212'RAILROAD CROSSING AT MILLSBORO, SUSSEX COUNTY, AT THE INTERSECTION
 HU0212'OF HIGHWAY 24 AND STATE ROAD 413, SET IN THE EAST END OF THE
 HU0212'NORTH HEADWALL OF THE CONCRETE CULVERT UNDER THE HIGHWAY, AND IS
 HU0212'A STANDARD DISK SET IN A DRILL HOLE ABOUT 1 FOOT HIGHER THAN THE
 HU0212'LEVEL OF THE PAVEMENT.
 HU0212
 HU0212                          STATION RECOVERY (1965)
 HU0212
 HU0212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HU0212'MARK NOT FOUND.
 HU0212
 HU0212                          STATION RECOVERY (1981)
 HU0212
 HU0212'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0212'MARK NOT FOUND.
 HU0212
 HU0212                          STATION RECOVERY (1987)
 HU0212
 HU0212'RECOVERY NOTE BY US POWER SQUADRON 1987 (DAP)
 HU0212'MARK NOT FOUND.
 HU0212
 HU0212                          STATION RECOVERY (2013)
 HU0212
 HU0212'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0212'HEADWALL /CULVERT NO LONGER EXIST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3385 ***********************************************************************
 JU3385  DESIGNATION -  MAHON
 JU3385  PID         -  JU3385
 JU3385  STATE/COUNTY-  DE/KENT
 JU3385  COUNTRY     -  US
 JU3385  USGS QUAD   -  LITTLE CREEK (2016)
 JU3385
 JU3385                         *CURRENT SURVEY CONTROL
 JU3385  ______________________________________________________________________
 JU3385* NAD 83(1991) POSITION- 39 10 47.59036(N) 075 24 01.53446(W)   ADJUSTED
 JU3385* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 JU3385  ______________________________________________________________________
 JU3385  GEOID HEIGHT    -        -34.474 (meters)                     GEOID18
 JU3385  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 JU3385  HORZ ORDER      -  FIRST
 JU3385
 JU3385.The horizontal coordinates were established by classical geodetic methods
 JU3385.and adjusted by the National Geodetic Survey in January 1992.
 JU3385
 JU3385.The orthometric height was scaled from a topographic map.
 JU3385
 JU3385.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3385.GEOID18 height accuracy estimate available here.
 JU3385
 JU3385.Click photographs - Photos may exist for this station.
 JU3385
 JU3385.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3385
 JU3385. The following values were computed from the NAD 83(1991) position.
 JU3385
 JU3385;                    North         East     Units Scale Factor Converg.
 JU3385;SPC DE       -   130,975.900   201,403.274   MT  0.99999502   +0 00 36.9
 JU3385;SPC DE       -   429,710.10    660,770.57   sFT  0.99999502   +0 00 36.9
 JU3385;SPC NJ       -    38,855.139    72,204.330   MT  0.99997450   -0 34 08.0
 JU3385;SPC NJ       -   127,477.24    236,890.37   sFT  0.99997450   -0 34 08.0
 JU3385;UTM  18      - 4,336,815.410   465,414.301   MT  0.99961473   -0 15 10.7
 JU3385
 JU3385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3385!SPC DE       -   1.00000545  x   0.99999502  =   1.00000047
 JU3385!SPC NJ       -   1.00000545  x   0.99997450  =   0.99997995
 JU3385!UTM  18      -   1.00000545  x   0.99961473  =   0.99962017
 JU3385
 JU3385:                Primary Azimuth Mark                     Grid Az
 JU3385:SPC DE       -  STONE                                    162 23 13.2
 JU3385:SPC NJ       -  STONE                                    162 57 58.1
 JU3385:UTM  18      -  STONE                                    162 39 00.8
 JU3385
 JU3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6541436815(NAD 83)
 JU3385
 JU3385|---------------------------------------------------------------------|
 JU3385| PID    Reference Object                     Distance      Geod. Az  |
 JU3385|                                                           dddmmss.s |
 JU3385| JU3377 STONE                               APPROX.20.8 KM 1622350.1 |
 JU3385|---------------------------------------------------------------------|
 JU3385
 JU3385                          SUPERSEDED SURVEY CONTROL
 JU3385
 JU3385  NAD 83(1986)-  39 10 47.58288(N)    075 24 01.54355(W) AD(       ) 1
 JU3385  NAD 27      -  39 10 47.18200(N)    075 24 02.83900(W) AD(       ) 1
 JU3385  USSD        -  39 10 47.56200(N)    075 24 02.66300(W) AD(       ) 3
 JU3385
 JU3385.Superseded values are not recommended for survey control.
 JU3385
 JU3385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3385.See file dsdata.pdf to determine how the superseded data were derived.
 JU3385
 JU3385_MARKER: Z = SEE DESCRIPTION
 JU3385
 JU3385  HISTORY     - Date     Condition        Report By
 JU3385  HISTORY     - 1896     MONUMENTED       CGS
 JU3385  HISTORY     - 1932     SEE DESCRIPTION  CGS
 JU3385  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3385
 JU3385                          STATION DESCRIPTION
 JU3385
 JU3385'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (ERM)
 JU3385'THIS STATION WAS FOUND WASHED OUT.  THE CONCRETE MASS FORMING THE
 JU3385'SURFACE MARK HAS BEEN UNDERMINED BY WATER, CAUSING IT TO FALL
 JU3385'OVER.  IT IS POSSIBLE THAT THE OLD POSITION CAN BE REPRODUCED FROM
 JU3385'THE TRIPOD LEGS, THE BUTTS OF WHICH ARE STILL STANDING, AND
 JU3385'CONNECTION MADE FROM NEW STATION.
 JU3385
 JU3385                          STATION RECOVERY (1946)
 JU3385
 JU3385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3385'THREE HOURS SPENT SEARCHING FOR THE STATION.  IT SHOULD BE
 JU3385'CONSIDERED AS LOST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3383 ***********************************************************************
 JU3383  DESIGNATION -  MAHON 2
 JU3383  PID         -  JU3383
 JU3383  STATE/COUNTY-  DE/KENT
 JU3383  COUNTRY     -  US
 JU3383  USGS QUAD   -  LITTLE CREEK (2016)
 JU3383
 JU3383                         *CURRENT SURVEY CONTROL
 JU3383  ______________________________________________________________________
 JU3383* NAD 83(1991) POSITION- 39 11 06.71167(N) 075 24 01.84449(W)   ADJUSTED
 JU3383* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU3383  ______________________________________________________________________
 JU3383  GEOID HEIGHT    -        -34.453 (meters)                     GEOID18
 JU3383  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC18
 JU3383  HORZ ORDER      -  FIRST
 JU3383
 JU3383.The horizontal coordinates were established by classical geodetic methods
 JU3383.and adjusted by the National Geodetic Survey in January 1992.
 JU3383
 JU3383.The orthometric height was scaled from a topographic map.
 JU3383
 JU3383.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3383.GEOID18 height accuracy estimate available here.
 JU3383
 JU3383.Click photographs - Photos may exist for this station.
 JU3383
 JU3383.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3383
 JU3383. The following values were computed from the NAD 83(1991) position.
 JU3383
 JU3383;                    North         East     Units Scale Factor Converg.
 JU3383;SPC DE       -   131,565.570   201,395.727   MT  0.99999502   +0 00 36.7
 JU3383;SPC DE       -   431,644.71    660,745.81   sFT  0.99999502   +0 00 36.7
 JU3383;SPC NJ       -    39,444.843    72,202.745   MT  0.99997450   -0 34 08.4
 JU3383;SPC NJ       -   129,411.96    236,885.17   sFT  0.99997450   -0 34 08.4
 JU3383;UTM  18      - 4,337,404.884   465,409.466   MT  0.99961473   -0 15 11.0
 JU3383
 JU3383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3383!SPC DE       -   1.00000513  x   0.99999502  =   1.00000015
 JU3383!SPC NJ       -   1.00000513  x   0.99997450  =   0.99997963
 JU3383!UTM  18      -   1.00000513  x   0.99961473  =   0.99961986
 JU3383
 JU3383:                Primary Azimuth Mark                     Grid Az
 JU3383:SPC DE       -  FORTESCUE 3                              073 54 00.3
 JU3383:SPC NJ       -  FORTESCUE 3                              074 28 45.4
 JU3383:UTM  18      -  FORTESCUE 3                              074 09 48.0
 JU3383
 JU3383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6540937404(NAD 83)
 JU3383
 JU3383|---------------------------------------------------------------------|
 JU3383| PID    Reference Object                     Distance      Geod. Az  |
 JU3383|                                                           dddmmss.s |
 JU3383| JU3396 SHIP JOHN SHOAL LIGHT               APPROX.13.5 KM 0084624.5 |
 JU3383| JU3368 FORTESCUE 3                         APPROX.20.6 KM 0735437.0 |
 JU3383| JU3375 ELBOW OF CROSS LEDGE LIGHT          APPROX.11.4 KM 0913650.8 |
 JU3383| CB2225 MAHON 2 RM 1 AZIMUTH                               09450     |
 JU3383| JU3371 MIAH MAULL SHOAL LIGHT              APPROX.17.8 KM 1112041.4 |
 JU3383| CB2226 MAHON 2 RM 2                         37.064 METERS 18854     |
 JU3383| CB2227 MAHON 2 RM 3                         21.946 METERS 28903     |
 JU3383|---------------------------------------------------------------------|
 JU3383
 JU3383                          SUPERSEDED SURVEY CONTROL
 JU3383
 JU3383  NAD 83(1986)-  39 11 06.70324(N)    075 24 01.85242(W) AD(       ) 1
 JU3383  NAD 27      -  39 11 06.29800(N)    075 24 03.14400(W) AD(       ) 1
 JU3383
 JU3383.Superseded values are not recommended for survey control.
 JU3383
 JU3383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3383.See file dsdata.pdf to determine how the superseded data were derived.
 JU3383
 JU3383_MARKER: DS = TRIANGULATION STATION DISK
 JU3383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3383_STAMPING: MAHON 2 1933
 JU3383_MARK LOGO: CGS
 JU3383_PROJECTION: PROJECTING 13 CENTIMETERS
 JU3383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3383+STABILITY: SURFACE MOTION
 JU3383
 JU3383  HISTORY     - Date     Condition        Report By
 JU3383  HISTORY     - 1932     MONUMENTED       CGS
 JU3383  HISTORY     - 1933     GOOD             CGS
 JU3383  HISTORY     - 1946     GOOD             CGS
 JU3383  HISTORY     - 1963     MARK NOT FOUND   CGS
 JU3383  HISTORY     - 1969     MARK NOT FOUND   CGS
 JU3383  HISTORY     - 1970     MARK NOT FOUND   NGS
 JU3383  HISTORY     - 1973     MARK NOT FOUND   NGS
 JU3383  HISTORY     - 1974     SEE DESCRIPTION  NONE
 JU3383
 JU3383                          STATION DESCRIPTION
 JU3383
 JU3383'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU3383'STATION IS LOCATED AT MAHONS LIGHT, ABOUT 3 MILES E OF LITTLE
 JU3383'CREEK, DELAWARE.
 JU3383'
 JU3383'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU3383'DISKS SET IN CONCRETE.
 JU3383'
 JU3383'REFERENCE MARK NO.1 IS ABOUT 1/4 MILE E OF STATION, ON A POINT
 JU3383'OF LAND ACROSS MAHONS RIVER FROM STATION.
 JU3383'
 JU3383'REFERENCE MARK NO.2 IS 121.6 FEET S OF STATION, ABOUT 8 METERS
 JU3383'W OF ROAD.
 JU3383'
 JU3383'REFERENCE MARK NO.3 IS U.S.C. AND G.S. STANDARD BENCH MARK,
 JU3383'DESIGNATED H 3 1931.  IT IS 72.0 FEET W OF STATION ABOUT 3 FEET
 JU3383'N OF INCLINED DRIVE LEADING TO GARAGE.
 JU3383'
 JU3383'TO REACH IT, GO E FROM DOVER ON DIVISION STREET 4.3 MILES TO
 JU3383'LITTLE CREEK, TURN N ON DIRT ROAD AT W EDGE OF THE VILLAGE OF
 JU3383'LITTLE CREEK.  MARK IS 64.2 FEET N OF NE CORNER OF PORCH OF THE
 JU3383'LIGHTHOUSE BUILDING.
 JU3383'
 JU3383'HEIGHT OF SIGNAL ABOVE STATION MARK - 37 METERS.
 JU3383
 JU3383                          STATION RECOVERY (1933)
 JU3383
 JU3383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3383'THIS STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 JU3383'CONDITION.  IT IS LOCATED AT MAHONS LIGHT WHICH IS ABOUT 3 MILES
 JU3383'E OF LITTLE CREEK, DELAWARE.
 JU3383'
 JU3383'STATION MARK IS 64.2 FEET N OF NE CORNER OF PORCH OF LIGHTHOUSE
 JU3383'BUILDING.  STATION MARK, UNDERGROUND MARK, AND REFERENCE MARKS
 JU3383'ARE BRONZE TABLETS SET IN CONCRETE.
 JU3383'STATION MARK PROJECTS 5 INCHES ABOVE GROUND.
 JU3383'
 JU3383'REFERENCE MARK NO.1 IS ABOUT 1/4 MILE E OF STATION, ON A POINT
 JU3383'OF LAND ACROSS MAHONS RIVER FROM THE STATION.
 JU3383'
 JU3383'REFERENCE MARK NO.2 IS 121.6 FEET S OF STATION, ABOUT 25 FEET W
 JU3383'OF CENTER LINE OF SHELL ROAD.
 JU3383'
 JU3383'REFERENCE MARK NO.3 IS A STANDARD U.S.C. AND G.S. BENCH MARK,
 JU3383'STAMPED H3 - 1931.  IT IS 72.0 FEET W OF STATION, ABOUT 3 FEET N
 JU3383'OF INCLINED DRIVE LEADING TO GARAGE.  ALL MARKS ARE IN SEMIMARSH
 JU3383'EARTH AND ARE SUBMERGED BY FLOOD TIDES.  A 113-FOOT STEEL TOWER
 JU3383'WAS ERECTED OVER THE STATION.
 JU3383'
 JU3383'THIS STATION IS INACCESSIBLE BY TRUCK OR ORDINARY AUTOMOBILE
 JU3383'AND ARRANGEMENTS SHOULD BE MADE WITH THE LIGHTHOUSE KEEPER TO
 JU3383'MEET PARTIES IN BOAT OR SPECIAL CAR KEPT AT THE
 JU3383'LIGHTHOUSE.  ARRANGEMENTS CAN BE MADE BY TELEPHONE.
 JU3383'
 JU3383'TO REACH, GO E FROM DOVER ON DIVISION STREET 4.3 MILES TO LITTLE
 JU3383'CREEK, TURN N ON DIRT ROAD AT W EDGE OF THE VILLAGE OF LITTLE
 JU3383'CREEK AND CONTINUE TO LIGHTHOUSE.  (ROAD IS IN VERY POOR
 JU3383'CONDITION).
 JU3383
 JU3383                          STATION RECOVERY (1946)
 JU3383
 JU3383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3383'STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
 JU3383'CONDITION.  REFERENCE MARK 1 WAS NOT FOUND.  DISTANCES TO REFERENCE
 JU3383'MARKS 2 AND 3 WERE MEASURED AND FOUND TO BE CORRECT.  THE 1932
 JU3383'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES--
 JU3383'
 JU3383'DELETE DESCRIPTION OF REFERENCE MARK 1.
 JU3383'
 JU3383'ADD REFERENCE MARK 1 LOST.
 JU3383'
 JU3383'CHANGE LETTER W IN DESCRIPTION OF REFERENCE MARK 2 TO E.
 JU3383'
 JU3383'THE 1933 RECOVERY NOTES ARE MORE ADEQUATE THAN THE 1932
 JU3383'DESCRIPTION.
 JU3383
 JU3383                          STATION RECOVERY (1963)
 JU3383
 JU3383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RRG)
 JU3383'THE STATION AND THE REFERENCE MARK WAS SEARCHED FOR BUT NOT
 JU3383'RECOVERED.  THERE HAS BEEN CONSIDERABLE EROSION AND DESTRUCTION AT
 JU3383'THE DESCRIBED LOCATION.
 JU3383
 JU3383                          STATION RECOVERY (1969)
 JU3383
 JU3383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 JU3383'R.M. 3 WAS RECOVERED.  IT IS AWASH AT HIGH WATER AS IT IS 32.0
 JU3383'FEET EAST OF HIGH-WATER LINE.  NONE OF THE OTHER MARKS COULD BE
 JU3383'FOUND.  ALL ARE BELIEVED TO HAVE BEEN WASHED-OUT.  THE MARK IS
 JU3383'LOCATED AT THE OLD ABANDONED COAST GUARD STATION AT PORT MAHON
 JU3383'AND CAN BE EASILY REACHED BY TRUCK.
 JU3383
 JU3383                          STATION RECOVERY (1970)
 JU3383
 JU3383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JU3383'STATION AND REFERENCE MARK NO. 2 WERE SEARCHED FOR BUT NOT
 JU3383'RECOVERED.  NO ATTEMPT WAS MADE TO REACH REFERENCE MARK NO. 1 AS
 JU3383'A BOAT IS REQUIRED.  IT WAS REPORTED IN 1946 BY E.L.J. THAT
 JU3383'REFERENCE MARK NO. 1 WAS NOT FOUND.  REFERENCE MARK NO. 3, BENCH
 JU3383'MARK H 3 1931, WAS RECOVERED BUT THE MARK IS COVERED BY WATER AT
 JU3383'HIGH TIDE AND ALMOST ENTIRELY EXPOSED.
 JU3383'
 JU3383'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3383'3 MILES EAST OF LITTLE CREEK.
 JU3383
 JU3383                          STATION RECOVERY (1973)
 JU3383
 JU3383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 JU3383'REFERENCE MARK TWO WAS RECOVERED AT LOW TIDE.  THE MONUMENT WAS
 JU3383'LEANING.  IT IS SURROUNDED BY WATER AT LOW TIDE.  REFERENCE MARK
 JU3383'1 WAS FOUND ON ITS SIDE.  THE DISK WAS REMOVED.  THE STATION
 JU3383'MARKS FALLS OUT IN THE BAY UNDER ABOUT 6 FEET OF WATER AT LOW
 JU3383'TIDE.  THE AREA AROUND THE STATION MARK APPEARS TO HAVE BEEN
 JU3383'WASHED AWAY AND THE MARK WAS LOST.  THE AZIMUTH MARK WAS NOT
 JU3383'FOUND AND IT IS BELIEVED IN A SWAMP.  THE STATION CAN BE
 JU3383'CONSIDERED LOST.
 JU3383'
 JU3383'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3383'AT MAHON LIGHT.
 JU3383
 JU3383                          STATION RECOVERY (1974)
 JU3383
 JU3383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (GTB)
 JU3383'RECOVERED BY PLS.
 JU3383'
 JU3383'REFERENCE MARK 2 WAS FOUND DESTROYED.  THE MARK WAS FOUND LYING
 JU3383'ON ITS SIDE AT THE EDGE OF DELAWARE BAY.  EROSION HAD WASHED IT
 JU3383'OUT.  ITS LOCATION WAS APPROXIMATELY 100 FEET S.E. OF THE
 JU3383'S.E. CORNER OF THE ABANDONED COAST GUARD STATION AT PORT MAHON,
 JU3383'DELAWARE.  THE DISC HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3669 ***********************************************************************
 JU3669  DESIGNATION -  MAPLE
 JU3669  PID         -  JU3669
 JU3669  STATE/COUNTY-  DE/NEW CASTLE
 JU3669  COUNTRY     -  US
 JU3669  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3669
 JU3669                         *CURRENT SURVEY CONTROL
 JU3669  ______________________________________________________________________
 JU3669* NAD 83(1991) POSITION- 39 44 20.44448(N) 075 33 52.02662(W)   ADJUSTED
 JU3669* NAVD 88 ORTHO HEIGHT -     9.    (meters)       30.    (feet) SCALED
 JU3669  ______________________________________________________________________
 JU3669  GEOID HEIGHT    -        -32.925 (meters)                     GEOID18
 JU3669  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 JU3669  HORZ ORDER      -  SECOND
 JU3669
 JU3669.The horizontal coordinates were established by classical geodetic methods
 JU3669.and adjusted by the National Geodetic Survey in January 1992.
 JU3669
 JU3669.The orthometric height was scaled from a topographic map.
 JU3669
 JU3669.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3669.GEOID18 height accuracy estimate available here.
 JU3669
 JU3669.Click photographs - Photos may exist for this station.
 JU3669
 JU3669.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3669
 JU3669. The following values were computed from the NAD 83(1991) position.
 JU3669
 JU3669;                    North         East     Units Scale Factor Converg.
 JU3669;SPC DE       -   193,062.477   187,332.201   MT  0.99999697   -0 05 40.1
 JU3669;SPC DE       -   633,405.81    614,605.73   sFT  0.99999697   -0 05 40.1
 JU3669;UTM  18      - 4,398,943.100   451,635.486   MT  0.99962880   -0 21 39.1
 JU3669
 JU3669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3669!SPC DE       -   1.00000381  x   0.99999697  =   1.00000078
 JU3669!UTM  18      -   1.00000381  x   0.99962880  =   0.99963260
 JU3669
 JU3669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5163598943(NAD 83)
 JU3669
 JU3669                          SUPERSEDED SURVEY CONTROL
 JU3669
 JU3669  NAD 83(1986)-  39 44 20.44098(N)    075 33 52.03330(W) AD(       ) 2
 JU3669  NAD 27      -  39 44 20.03100(N)    075 33 53.31200(W) AD(       ) 2
 JU3669
 JU3669.Superseded values are not recommended for survey control.
 JU3669
 JU3669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3669.See file dsdata.pdf to determine how the superseded data were derived.
 JU3669
 JU3669_MARKER: DE = TRAVERSE STATION DISK
 JU3669_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU3669_SP_SET: SIDEWALK
 JU3669_STAMPING: MAPLE 1959
 JU3669_MARK LOGO: CGS
 JU3669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3669
 JU3669  HISTORY     - Date     Condition        Report By
 JU3669  HISTORY     - 1959     MONUMENTED       CGS
 JU3669  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU3669
 JU3669                          STATION DESCRIPTION
 JU3669
 JU3669'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU3669'STATION UNOCCUPIED.
 JU3669'
 JU3669'STATION IS LOCATED AT THE INTERSECTION OF SOUTH JACKSON
 JU3669'STREET AND MAPLE STREET.  STATION IS 19 FEET NORTHEAST OF
 JU3669'APPROXIMATE CENTERLINE OF MAPLE STREET, 21 FEET NORTHWEST OF
 JU3669'APPROXIMATE CENTERLINE OF SOUTH JACKSON STREET AND 10 FEET
 JU3669'WEST-NORTHWEST OF FIRE PLUG.  THE MARK IS A STANDARD
 JU3669'TRAVERSE DISK SET IN A DRILLHOLE IN A CONCRETE
 JU3669'SIDEWALK, FLUSH WITH THE SIDEWALK AND THE DISK IS STAMPED
 JU3669'MAPLE 1959.
 JU3669
 JU3669                          STATION RECOVERY (2013)
 JU3669
 JU3669'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3669'BELIEVED TO BE DESTROYED IN CONSTRUCTION OF HANDICAP ACCESIBLE
 JU3669'SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3326 ***********************************************************************
 JU3326  DESIGNATION -  MARCUS
 JU3326  PID         -  JU3326
 JU3326  STATE/COUNTY-  DE/NEW CASTLE
 JU3326  COUNTRY     -  US
 JU3326  USGS QUAD   -  MARCUS HOOK (2019)
 JU3326
 JU3326                         *CURRENT SURVEY CONTROL
 JU3326  ______________________________________________________________________
 JU3326* NAD 83(1991) POSITION- 39 48 27.96141(N) 075 25 30.38854(W)   ADJUSTED
 JU3326* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 JU3326  ______________________________________________________________________
 JU3326  GEOID HEIGHT    -        -32.977 (meters)                     GEOID18
 JU3326  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 JU3326  HORZ ORDER      -  SECOND
 JU3326
 JU3326.The horizontal coordinates were established by classical geodetic methods
 JU3326.and adjusted by the National Geodetic Survey in January 1992.
 JU3326
 JU3326.The orthometric height was scaled from a topographic map.
 JU3326
 JU3326.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3326.GEOID18 height accuracy estimate available here.
 JU3326
 JU3326.Click photographs - Photos may exist for this station.
 JU3326
 JU3326.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3326
 JU3326. The following values were computed from the NAD 83(1991) position.
 JU3326
 JU3326;                    North         East     Units Scale Factor Converg.
 JU3326;SPC DE       -   200,685.883   199,277.155   MT  0.99999501   -0 00 19.5
 JU3326;SPC DE       -   658,416.93    653,795.13   sFT  0.99999501   -0 00 19.5
 JU3326;SPC NJ       -   108,581.812    70,787.681   MT  0.99997722   -0 35 32.3
 JU3326;SPC NJ       -   356,238.83    232,242.58   sFT  0.99997722   -0 35 32.3
 JU3326;SPC PA S     -    55,299.342   799,068.479   MT  1.00002201   +1 30 30.1
 JU3326;SPC PA S     -   181,427.92  2,621,610.50   sFT  1.00002201   +1 30 30.1
 JU3326;UTM  18      - 4,406,508.023   463,611.304   MT  0.99961630   -0 16 19.8
 JU3326
 JU3326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3326!SPC DE       -   1.00000475  x   0.99999501  =   0.99999976
 JU3326!SPC NJ       -   1.00000475  x   0.99997722  =   0.99998197
 JU3326!SPC PA S     -   1.00000475  x   1.00002201  =   1.00002676
 JU3326!UTM  18      -   1.00000475  x   0.99961630  =   0.99962105
 JU3326
 JU3326:                Primary Azimuth Mark                     Grid Az
 JU3326:SPC DE       -  MALLOW USE 1932                          183 17 30.5
 JU3326:SPC NJ       -  MALLOW USE 1932                          183 52 43.3
 JU3326:SPC PA S     -  MALLOW USE 1932                          181 46 40.9
 JU3326:UTM  18      -  MALLOW USE 1932                          183 33 30.8
 JU3326
 JU3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6361106508(NAD 83)
 JU3326
 JU3326|---------------------------------------------------------------------|
 JU3326| PID    Reference Object                     Distance      Geod. Az  |
 JU3326|                                                           dddmmss.s |
 JU3326| CB2240 MARCUS RM 1                          36.305 METERS 01017     |
 JU3326| CB2241 MARCUS RM 2                          23.960 METERS 07537     |
 JU3326| JU3266 AIRWAY BEACON 66 B                  APPROX. 6.8 KM 1671404.9 |
 JU3326| JU3325 MALLOW USE 1932                     APPROX. 2.3 KM 1831711.0 |
 JU3326| JU3688 CHRISTINA RIVER N ENT LIGHT         APPROX.12.3 KM 2163547.3 |
 JU3326| JU3678 AIRWAY BEACON 66A                   APPROX.14.7 KM 2174330.4 |
 JU3326| JU3684 BELLEVUE FRONT RANGE LIGHT          APPROX.10.5 KM 2200442.1 |
 JU3326| JU3616 MARCUS HOOK REAR RANGE LIGHT        APPROX. 8.4 KM 2325607.3 |
 JU3326|---------------------------------------------------------------------|
 JU3326
 JU3326                          SUPERSEDED SURVEY CONTROL
 JU3326
 JU3326  NAD 83(1986)-  39 48 27.95724(N)    075 25 30.39107(W) AD(       ) 2
 JU3326  NAD 27      -  39 48 27.55000(N)    075 25 31.69800(W) AD(       ) 2
 JU3326  USSD        -  39 48 27.92000(N)    075 25 31.53000(W) AD(       ) 3
 JU3326
 JU3326.Superseded values are not recommended for survey control.
 JU3326
 JU3326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3326.See file dsdata.pdf to determine how the superseded data were derived.
 JU3326
 JU3326_MARKER: DS = TRIANGULATION STATION DISK
 JU3326_SP_SET: GRANITE BOUNDARY MONUMENT
 JU3326_STAMPING: MARCUS 1933
 JU3326_MARK LOGO: CGS
 JU3326
 JU3326  HISTORY     - Date     Condition        Report By
 JU3326  HISTORY     - 1933     MONUMENTED       CGS
 JU3326  HISTORY     - 1946     GOOD             CGS
 JU3326  HISTORY     - 1957     GOOD             CGS
 JU3326
 JU3326                          STATION DESCRIPTION
 JU3326
 JU3326'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3326'THIS STATION IS THE INITIAL DELAWARE-PENNSYLVANIA STATE BOUNDARY
 JU3326'MONUMENT OF THE CIRCULAR BOUNDARY BETWEEN THE TWO STATES AT THE
 JU3326'DELAWARE RIVER SHORE ON THE DELAWARE-PENNSYLVANIA SIDE OF THE
 JU3326'RIVER.
 JU3326'
 JU3326'REFERENCE MARK NO.1 AND REFERENCE MARK NO.2 ARE STANDARD BRONZE
 JU3326'DISKS SET IN CONCRETE.
 JU3326'
 JU3326'REFERENCE MARK NO.1 IS ALONG SW FENCE LINE OF QUARANTINE STATION
 JU3326'PROPERTY AND PROJECTS ABOUT 5 INCHES ABOVE SURFACE OF GROUND.  IT
 JU3326'IS APPROXIMATELY N OF STATION 119 FEET.
 JU3326'
 JU3326'REFERENCE MARK NO.2 IS ALONG THE SW FENCE LINE OF QUARANTINE
 JU3326'STATION PROPERTY AND PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT
 JU3326'IS APPROXIMATELY NE OF STATION 78 FEET.
 JU3326'
 JU3326'THE FOLLOWING INSCRIPTIONS ARE CARVED ON THE SIDES OF MONUMENT.
 JU3326'
 JU3326'EAST--1892
 JU3326'
 JU3326'SOUTH DELAWARE THOMAS F. BAYARD, JOHN F. HOFECKER, B.L. LEWIS,
 JU3326'M.D.--
 JU3326'
 JU3326'WEST FIELD WORK EXECUTED BY UNITED STATES COAST AND GEODETIC SURVEY
 JU3326'
 JU3326'NORTH PENNSYLVANIA WAYNE MAC VEATCH, WM. H. MILLER, R. EMMET
 JU3326'MONAGHAN, COMMISSIONER BENJ. H. SMITH, SURVEYOR.
 JU3326'
 JU3326'TO REACH FROM EITHER WILMINGTON OR CHESTER, PENNSYLVANIA, TAKE
 JU3326'U.S. HIGHWAY 13 TO POINT WHERE IT CROSSES THE DELAWARE-PENNSYLVANIA
 JU3326'STATE LINE.  FROM HERE PROCEED 0.4 MILES NE (TOWARD PHILADELPHIA)
 JU3326'AND TURN RIGHT (SE) ON BLACK SURFACED ROUGH ROAD WHICH FOLLOWS
 JU3326'ALONG THE S SIDE OF PURE OIL COMPANY REFINERY PROPERTY AT MARCUS
 JU3326'HOOK.  FOLLOW THIS ROAD ABOUT 0.4 MILE AND TURN RIGHT INTO THE
 JU3326'U.S. QUARANTINE STATION.  THE MONUMENT IS ABOUT 50 FEET SW OF
 JU3326'THE WIRE FENCE ALONG THE SW SIDE OF THE QUARANTINE STATION
 JU3326'PROPERTY, ABOUT 10 FEET IN FROM THE HIGH-WATER LINE (EDGE OF
 JU3326'BANK) IN AN AREA COVERED BY BRUSH AND TREES.  THE MONUMENT IS OF
 JU3326'GRANITE, ABOUT 10 INCHES SQUARE ON TOP AND TAPERS TO ABOUT 15
 JU3326'INCHES AT BOTTOM, AND IS ABOUT 5 FEET HIGH.  STANDARD DISK IN DRILL
 JU3326'HOLE IN TOP OF MONUMENT.
 JU3326'
 JU3326'BORELLI, DEPOT, AND MALLOW SEXT. ARE VISIBLE FROM GROUND.
 JU3326'
 JU3326'NOT KNOWN IF STATION HAS BEEN PREVIOUSLY OCCUPIED AND DESCRIBED.
 JU3326'
 JU3326'HEIGHT OF SIGNAL ABOVE STATION MARK - 77 FEET.
 JU3326
 JU3326                          STATION RECOVERY (1946)
 JU3326
 JU3326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3326'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD
 JU3326'CONDITION.  DISTANCES TO REFERENCE MARKS WERE MEASURED AND FOUND
 JU3326'TO BE CORRECT.  THE 1933 DESCRIPTION IS ADEQUATE EXCEPT FOR THE
 JU3326'FOLLOWING CHANGES--
 JU3326'
 JU3326'ADD TO DESCRIPTION OF REFERENCE MARK 1 IT IS ONE FOOT FROM
 JU3326'THE FENCE.
 JU3326'
 JU3326'ADD TO DESCRIPTION OF REFERENCE MARK 2 IT IS ONE FOOT FROM
 JU3326'THE FENCE.
 JU3326'
 JU3326'DELETE BLACK-SURFACED ROUGH ROAD.
 JU3326'
 JU3326'ADD CONCRETE ROAD.
 JU3326'
 JU3326'DELETE INTO THE U.S. QUARANTINE STATION.
 JU3326'
 JU3326'ADD ALONG FENCE BETWEEN U.S. QUARANTINE STATION AND PROPERTY
 JU3326'OF SUN OIL COMPANY.  FOLLOW THIS ROAD TO SUN OIL COMPANYS PUMP
 JU3326'HOUSE.  PUMP HOUSE IS IN A WIRE FENCE ENCLOSURE.  THE STATION IS
 JU3326'PLAINLY VISIBLE IN NW CORNER OF THIS ENCLOSURE.
 JU3326
 JU3326                          STATION RECOVERY (1957)
 JU3326
 JU3326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCE)
 JU3326'STATION RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING--REFERENCE
 JU3326'MARK NO. 2 WAS NOT FOUND.  THE SUN OIL COMPANY HAS PURCHASED THE
 JU3326'OLD QUARANTINE AREA AND IT IS UNDERSTOOD THAT IT IS GOING TO BE
 JU3326'TORN DOWN FOR THE EXPANSION OF THE SUN OIL COMPANY.
 JU3326'
 JU3326'A NEW TO REACH FOLLOWS--
 JU3326'
 JU3326'TO REACH FROM THE PHILADELPHIA NATIONAL BANK AT MARKET STREET
 JU3326'AND W. 10TH STREET IN MARCUS HOOK--GO SW ON U.S. HIGHWAY 13 FOR
 JU3326'0.6 MILE TO THE SUN OIL COMPANY AUTOMOTIVE LABORATORY.  TURN LEFT,
 JU3326'S, AND GO 0.3 MILE, TURN RIGHT ON DIRT ROAD AT A NEW FILL ABOUT
 JU3326'100 YARDS BEFORE REACHING THE OLD U.S. QUARANTINE STATION AND
 JU3326'JUST AFTER CROSSING A SINGLE RAILROAD TRACK, GO 0.25 MILE ON THIS
 JU3326'DIRT ROAD SW TO A BRICK PUMPHOUSE JUST W OF THE W FENCE OF THE
 JU3326'OLD QUARANTINE STATION AND THE 5 FOOT MONUMENT AND STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3616 ***********************************************************************
 JU3616  DESIGNATION -  MARCUS HOOK REAR RANGE LIGHT
 JU3616  PID         -  JU3616
 JU3616  STATE/COUNTY-  DE/NEW CASTLE
 JU3616  COUNTRY     -  US
 JU3616  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3616
 JU3616                         *CURRENT SURVEY CONTROL
 JU3616  ______________________________________________________________________
 JU3616* NAD 83(1991) POSITION- 39 45 44.04271(N) 075 30 11.42347(W)   ADJUSTED
 JU3616  ______________________________________________________________________
 JU3616  GEOID HEIGHT    -        -32.935 (meters)                     GEOID18
 JU3616  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 JU3616  HORZ ORDER      -  THIRD
 JU3616
 JU3616.The horizontal coordinates were established by classical geodetic methods
 JU3616.and adjusted by the National Geodetic Survey in January 1992.
 JU3616
 JU3616.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3616.GEOID18 height accuracy estimate available here.
 JU3616
 JU3616.Click photographs - Photos may exist for this station.
 JU3616
 JU3616.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3616
 JU3616. The following values were computed from the NAD 83(1991) position.
 JU3616
 JU3616;                    North         East     Units Scale Factor Converg.
 JU3616;SPC DE       -   195,633.904   192,587.354   MT  0.99999568   -0 03 19.2
 JU3616;SPC DE       -   641,842.23    631,847.01   sFT  0.99999568   -0 03 19.2
 JU3616;SPC NJ       -   103,598.646    64,046.584   MT  0.99999093   -0 38 30.0
 JU3616;SPC NJ       -   339,889.89    210,126.17   sFT  0.99999093   -0 38 30.0
 JU3616;UTM  18      - 4,401,489.117   456,900.589   MT  0.99962287   -0 19 18.6
 JU3616
 JU3616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5690001489(NAD 83)
 JU3616
 JU3616                          SUPERSEDED SURVEY CONTROL
 JU3616
 JU3616  NAD 83(1986)-  39 45 44.03864(N)    075 30 11.42798(W) AD(       ) 3
 JU3616  NAD 27      -  39 45 43.63000(N)    075 30 12.71800(W) AD(       ) 3
 JU3616
 JU3616.Superseded values are not recommended for survey control.
 JU3616
 JU3616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3616.See file dsdata.pdf to determine how the superseded data were derived.
 JU3616
 JU3616_MARKER: 14 = NAVIGATION LIGHT
 JU3616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3616+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2010
 JU3616
 JU3616  HISTORY     - Date     Condition        Report By
 JU3616  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3616  HISTORY     - 1946     GOOD             CGS
 JU3616  HISTORY     - 1975     GOOD             NGS
 JU3616  HISTORY     - 20040709 GOOD             GEOCAC
 JU3616  HISTORY     - 20100925 GOOD             GEOCAC
 JU3616
 JU3616                          STATION DESCRIPTION
 JU3616
 JU3616'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3616'STATION RECOVERED IN GOOD CONDITION.  ACCORDING TO LOCAL AUTHORITY
 JU3616'STATION IS IN ORIGINAL POSITION.
 JU3616
 JU3616                          STATION RECOVERY (1975)
 JU3616
 JU3616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3616'THE PROMINENT SQUARE CONCRETE TOWER IS ON PROPERTY BELONGING TO THE
 JU3616'USCG AT 313 LIGHTHOUSE ROAD NEAR THE COMMUNITY OF BELLEFONTE AND
 JU3616'THE INDUSTRIAL PLANTS AT EDGEMOORE, DELAWARE.
 JU3616
 JU3616                          STATION RECOVERY (2004)
 JU3616
 JU3616'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JU3616'THE LIGHT SITS ATOP A 100-FOOT TALL CONCRETE TOWER THAT STANDS IN A
 JU3616'RSIDENTIAL NEIGHBORHOOD IN THE EDGEMOOR SECTION OF BELLFONTE,
 JU3616'DELAWARE.  THE TOWER IS LOCATED ABOUT 100 FEET (30.5 M) SOUTHEAST OF
 JU3616'BRANDYWINE BLVD AND ABOUT 100 FEET (30.5 M) NORTHWEST OF LIGHTHOUSE
 JU3616'ROAD, ABOUT 0.45 MILES (0.72 KM) NORTHEAST OF THE INTERSECTION OF
 JU3616'BRANDYWINE BLVD AND EDGEMOOR ROAD STATE HIGHWAY 3.  TO REACH THE
 JU3616'STATION FROM THE STATE HIGHWAY 3 INTERCHANGE ON INTERSTATE HIGHWAY 95
 JU3616'NORTHEAST OF WILMINGTON, DELAWARE, GO SOUTH-SOUTHEAST ON STATE
 JU3616'HIGHWAY 3 (MARSH ROAD) FOR 1.1 MILES (1.77 KM), CONTINUE SOUTHEAST ON
 JU3616'STATE HIGHWAY 3 (EDGEMOOR ROAD) FOR 0.18 MILES (0.29 KM), THEN
 JU3616'NORTHEAST ON BRANDYWINE BLVD FOR 0.45 MILES (0.72 KM) TO THE LIGHT ON
 JU3616'THE RIGHT.
 JU3616
 JU3616                          STATION RECOVERY (2010)
 JU3616
 JU3616'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 JU3616'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1437 ***********************************************************************
 HU1437  DESIGNATION -  MARVEL
 HU1437  PID         -  HU1437
 HU1437  STATE/COUNTY-  DE/SUSSEX
 HU1437  COUNTRY     -  US
 HU1437  USGS QUAD   -  MILTON (2016)
 HU1437
 HU1437                         *CURRENT SURVEY CONTROL
 HU1437  ______________________________________________________________________
 HU1437* NAD 83(1991) POSITION- 38 50 16.06123(N) 075 19 03.33749(W)   ADJUSTED
 HU1437* NAVD 88 ORTHO HEIGHT -     5.    (meters)       16.    (feet) SCALED
 HU1437  ______________________________________________________________________
 HU1437  GEOID HEIGHT    -        -35.495 (meters)                     GEOID18
 HU1437  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 HU1437  HORZ ORDER      -  FIRST
 HU1437
 HU1437.The horizontal coordinates were established by classical geodetic methods
 HU1437.and adjusted by the National Geodetic Survey in January 1992.
 HU1437
 HU1437.The orthometric height was scaled from a topographic map.
 HU1437
 HU1437.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1437.GEOID18 height accuracy estimate available here.
 HU1437
 HU1437.Click photographs - Photos may exist for this station.
 HU1437
 HU1437.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1437
 HU1437. The following values were computed from the NAD 83(1991) position.
 HU1437
 HU1437;                    North         East     Units Scale Factor Converg.
 HU1437;SPC DE       -    93,003.126   208,601.849   MT  0.99999591   +0 03 43.7
 HU1437;SPC DE       -   305,127.76    684,387.90   sFT  0.99999591   +0 03 43.7
 HU1437;SPC NJ       -       812.831    79,019.948   MT  0.99996202   -0 30 45.9
 HU1437;SPC NJ       -     2,666.76    259,251.28   sFT  0.99996202   -0 30 45.9
 HU1437;UTM  18      - 4,298,824.655   472,436.290   MT  0.99960936   -0 11 57.0
 HU1437
 HU1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1437!SPC DE       -   1.00000482  x   0.99999591  =   1.00000073
 HU1437!SPC NJ       -   1.00000482  x   0.99996202  =   0.99996684
 HU1437!UTM  18      -   1.00000482  x   0.99960936  =   0.99961418
 HU1437
 HU1437:                Primary Azimuth Mark                     Grid Az
 HU1437:SPC DE       -  MARVEL RM 3                              336 33 53.9
 HU1437:SPC NJ       -  MARVEL RM 3                              337 08 23.5
 HU1437:UTM  18      -  MARVEL RM 3                              336 49 34.6
 HU1437
 HU1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7243698824(NAD 83)
 HU1437
 HU1437|---------------------------------------------------------------------|
 HU1437| PID    Reference Object                     Distance      Geod. Az  |
 HU1437|                                                           dddmmss.s |
 HU1437| DC7517 MARVEL RM 1                          42.245 METERS 09110     |
 HU1437| DC7518 MARVEL RM 2                          57.516 METERS 15529     |
 HU1437| HU0191 MARVEL RM 3                                        3363737.6 |
 HU1437|---------------------------------------------------------------------|
 HU1437
 HU1437                          SUPERSEDED SURVEY CONTROL
 HU1437
 HU1437  NAD 83(1986)-  38 50 16.05173(N)    075 19 03.34736(W) AD(       ) 1
 HU1437  NAD 27      -  38 50 15.64700(N)    075 19 04.65700(W) AD(       ) 1
 HU1437
 HU1437.Superseded values are not recommended for survey control.
 HU1437
 HU1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1437.See file dsdata.pdf to determine how the superseded data were derived.
 HU1437
 HU1437_MARKER: DS = TRIANGULATION STATION DISK
 HU1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1437_STAMPING: MARVEL 1932
 HU1437_MARK LOGO: CGS
 HU1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1437+STABILITY: SURFACE MOTION
 HU1437
 HU1437  HISTORY     - Date     Condition        Report By
 HU1437  HISTORY     - 1932     MONUMENTED       CGS
 HU1437  HISTORY     - 1943     GOOD             CGS
 HU1437  HISTORY     - 1961     MARK NOT FOUND   CGS
 HU1437  HISTORY     - 1962     MARK NOT FOUND   CGS
 HU1437  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU1437
 HU1437                          STATION DESCRIPTION
 HU1437
 HU1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 HU1437'LOCATED AT MARVELS CROSSROADS, ABOUT 7.2 MILES SE OF MILFORD,
 HU1437'DELAWARE, ON THE ROAD FROM MILFORD TO LEWES, DELAWARE.  MARK
 HU1437'IS ABOUT 75 YARDS S OF THE FARMHOUSE ON THE PROPERTY OF
 HU1437'MR. G.D. MARVEL.  27 FEET W OF CENTER LINE OF CONCRETE
 HU1437'HIGHWAY.  24.5 FEET N OF NW CORNER OF N HEAD WALL OF
 HU1437'CONCRETE CULVERT.
 HU1437'
 HU1437'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 HU1437'DISKS SET IN CONCRETE.
 HU1437'
 HU1437'REFERENCE MARK NO.1 IS 138.6 FEET E OF STATION.  IN FENCE
 HU1437'LINE.  ABOUT 6 METERS S OF GRAVEL ROAD.
 HU1437'
 HU1437'REFERENCE MARK NO.2 IS 188.7 FEET S OF STATION.  ABOUT 27 FEET
 HU1437'W OF CENTER LINE OF CONCRETE HIGHWAY.
 HU1437'
 HU1437'REFERENCE MARK NO.3 IS ABOUT 1/2 MILE N OF STATION, ABOUT
 HU1437'10 METERS E OF CENTER LINE OF CONCRETE HIGHWAY.
 HU1437'
 HU1437'HEIGHT OF SIGNAL ABOVE STATION MARK - 38 METERS.
 HU1437
 HU1437                          STATION RECOVERY (1943)
 HU1437
 HU1437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1437'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONAL INFORMATION --
 HU1437'
 HU1437'1.  REFERENCE MARK 1 IS 138.59 FEET (42.242 METERS).
 HU1437'
 HU1437'2.  REFERENCE MARK 2 IS 188.74 FEET (57.528 METERS).
 HU1437'
 HU1437'3.  REFERENCE MARK 1 TO REFERENCE MARK 2 IS 179.35 FEET
 HU1437'(54.666 METERS).
 HU1437
 HU1437                          STATION RECOVERY (1961)
 HU1437
 HU1437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 HU1437'STATION AND R.M. 1 AND 2 COULD NOT BE FOUND.  HEAVY CONSTRUCTION
 HU1437'IN THIS AREA HAS PROBABLY DESTROYED THESE STATIONS ACCORDING
 HU1437'TO LOCAL RESIDENTS.  THESE MARKS SHOULD BE CLASSIFIED
 HU1437'LOST.  R.M. 3 WAS RECOVERED IN GOOD CONDITION.  THE MARK WAS
 HU1437'STAMPED MARVEL NO 3 1932.
 HU1437'
 HU1437'A NEW DESCRIPTION FOLLOWS.  THE R.M. IS LOCATED ABOUT
 HU1437'6.7 MILES S.E. OF MILFORD, DEL. ON STATE HWY NO. 14.  IT IS
 HU1437'25 FT. EAST OF THE CENTER LINE OF THE HWY 14, 72 FT. EAST
 HU1437'INTERSECTION OF A NORTH AND SOUTH FENCE RUNNING WEST, AND 6
 HU1437'FT. WEST OF THE SECOND SYCAMORE TREE SOUTH OF TELEPHONE
 HU1437'POLE NO. 26.
 HU1437
 HU1437                          STATION RECOVERY (1962)
 HU1437
 HU1437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO)
 HU1437'NO EVIDENCE OF ANY OF THE MARKS WAS LOCATED.  THE HIGHWAY HAS
 HU1437'BEEN WIDENED AND THE CROSSROAD MENTIONED CHANGED, PROBABLY
 HU1437'ALL MARKS HAVE BEEN DESTROYED AT THIS STATION.
 HU1437
 HU1437                          STATION RECOVERY (2012)
 HU1437
 HU1437'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU1437'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0191 ***********************************************************************
 HU0191  DESIGNATION -  MARVEL RM 3
 HU0191  PID         -  HU0191
 HU0191  STATE/COUNTY-  DE/SUSSEX
 HU0191  COUNTRY     -  US
 HU0191  USGS QUAD   -  MILTON (2016)
 HU0191
 HU0191                         *CURRENT SURVEY CONTROL
 HU0191  ______________________________________________________________________
 HU0191* NAD 83(1986) POSITION- 38 50 45.     (N) 075 19 20.     (W)   SCALED
 HU0191* NAVD 88 ORTHO HEIGHT -     5.582 (meters)       18.31  (feet) ADJUSTED
 HU0191  ______________________________________________________________________
 HU0191  GEOID HEIGHT    -        -35.480 (meters)                     GEOID18
 HU0191  DYNAMIC HEIGHT  -          5.579 (meters)       18.30  (feet) COMP
 HU0191  MODELED GRAVITY -    980,039.3   (mgal)                       NAVD 88
 HU0191
 HU0191  VERT ORDER      -  SECOND    CLASS 0
 HU0191
 HU0191.The horizontal coordinates were scaled from a map and have
 HU0191.an estimated accuracy of +/- 6 seconds.
 HU0191
 HU0191.The orthometric height was determined by differential leveling and
 HU0191.adjusted by the NATIONAL GEODETIC SURVEY
 HU0191.in June 1991.
 HU0191
 HU0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0191.GEOID18 height accuracy estimate available here.
 HU0191
 HU0191.Click photographs - Photos may exist for this station.
 HU0191
 HU0191.The dynamic height is computed by dividing the NAVD 88
 HU0191.geopotential number by the normal gravity value computed on the
 HU0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0191.degrees latitude (g = 980.6199 gals.).
 HU0191
 HU0191.The modeled gravity was interpolated from observed gravity values.
 HU0191
 HU0191;                    North         East    Units  Estimated Accuracy
 HU0191;SPC DE       -    93,900.      208,200.      MT  (+/- 180 meters Scaled)
 HU0191
 HU0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH720997(NAD 83)
 HU0191
 HU0191                          SUPERSEDED SURVEY CONTROL
 HU0191
 HU0191  NGVD 29 (11/26/84)    5.821  (m)           19.10   (f) ADJUSTED    2 0
 HU0191
 HU0191.Superseded values are not recommended for survey control.
 HU0191
 HU0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0191.See file dsdata.pdf to determine how the superseded data were derived.
 HU0191
 HU0191_MARKER: DR = REFERENCE MARK DISK
 HU0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0191_STAMPING: MARVEL NO 3 1932
 HU0191_MARK LOGO: CGS
 HU0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0191+STABILITY: SURFACE MOTION
 HU0191
 HU0191  HISTORY     - Date     Condition        Report By
 HU0191  HISTORY     - 1932     MONUMENTED       CGS
 HU0191  HISTORY     - 1962     GOOD             CGS
 HU0191  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0191
 HU0191                          STATION DESCRIPTION
 HU0191
 HU0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0191'2.2 MI SE FROM ARGO CORNERS.
 HU0191'2.2 MILES SOUTHEAST ON STATE HIGHWAY 14 FROM THE CROSSROADS AT
 HU0191'ARGO CORNERS.  0.35 MILE SOUTHEAST OF BRIDGE OVER SLAUGHTER CREEK,
 HU0191'25 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY 14, 2 FEET SOUTHWEST
 HU0191'OF A 10 INCH SYCAMORE TREE AND ABOUT LEVEL WITH THE HIGHWAY.  SET
 HU0191'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 HU0191
 HU0191                          STATION RECOVERY (1981)
 HU0191
 HU0191'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0191'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 CB2247 ***********************************************************************
 CB2247  DESIGNATION -  MARYDEL RM 6
 CB2247  PID         -  CB2247
 CB2247  STATE/COUNTY-  DE/KENT
 CB2247  COUNTRY     -  US
 CB2247  USGS QUAD   -  KENTON (2016)
 CB2247
 CB2247                         *CURRENT SURVEY CONTROL
 CB2247  ______________________________________________________________________
 CB2247* NAD 83(1986) POSITION- 39 08 31.34   (N) 075 44 50.89   (W)   HD_HELD1
 CB2247* NAVD 88 ORTHO HEIGHT -    19.973 (meters)       65.53  (feet) ADJUSTED
 CB2247  ______________________________________________________________________
 CB2247  GEOID HEIGHT    -        -34.090 (meters)                     GEOID18
 CB2247  DYNAMIC HEIGHT  -         19.962 (meters)       65.49  (feet) COMP
 CB2247  MODELED GRAVITY -    980,087.7   (mgal)                       NAVD 88
 CB2247
 CB2247  VERT ORDER      -  SECOND    CLASS I
 CB2247
 CB2247.The horizontal coordinates were determined by differentially corrected
 CB2247.hand held GPS observations or other comparable positioning techniques
 CB2247.and have an estimated accuracy of +/- 3 meters.
 CB2247
 CB2247.The orthometric height was determined by differential leveling and
 CB2247.adjusted by the NATIONAL GEODETIC SURVEY
 CB2247.in December 2004.
 CB2247
 CB2247.Significant digits in the geoid height do not necessarily reflect accuracy.
 CB2247.GEOID18 height accuracy estimate available here.
 CB2247
 CB2247.Click photographs - Photos may exist for this station.
 CB2247
 CB2247.The dynamic height is computed by dividing the NAVD 88
 CB2247.geopotential number by the normal gravity value computed on the
 CB2247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB2247.degrees latitude (g = 980.6199 gals.).
 CB2247
 CB2247.The modeled gravity was interpolated from observed gravity values.
 CB2247
 CB2247;                    North         East    Units  Estimated Accuracy
 CB2247;SPC DE       -   126,826.2     171,401.2     MT  (+/- 3 meters HH1 GPS) 
 CB2247
 CB2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3540432804(NAD 83)
 CB2247
 CB2247                          SUPERSEDED SURVEY CONTROL
 CB2247
 CB2247.No superseded survey control is available for this station.
 CB2247
 CB2247_MARKER: DR = REFERENCE MARK DISK
 CB2247_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CB2247_SP_SET: DRIVEWAY
 CB2247_STAMPING: MARYDEL 1932 NO 6 1973
 CB2247_MARK LOGO: NGS
 CB2247_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CB2247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CB2247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CB2247+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2007
 CB2247
 CB2247  HISTORY     - Date     Condition        Report By
 CB2247  HISTORY     - 1973     MONUMENTED       NGS
 CB2247  HISTORY     - 20021029 GOOD             MDSHA
 CB2247  HISTORY     - 20070420 GOOD             GEOCAC
 CB2247
 CB2247                          STATION DESCRIPTION
 CB2247
 CB2247'DESCRIBED BY MARYLAND DOT HIGHWAY ADMINISTRATION 2002 (SFK)
 CB2247'THE STATION IS LOCATED ON THE MARYLAND-DELAWARE LINE ABOUT 10 MI
 CB2247'(16.09 KM) WEST OF DOVER DELAWARE, 1.5 MI (2.41 KM) EAST OF
 CB2247'TEMPLEVILLE, MARYLAND.  TO REACH THE STATION FROM THE INTERSECTION OF
 CB2247'STATE HIGHWAY 302 AND STATE HIGHWAY 454 IN TEMPLEVILLE, GO NORTHEAST
 CB2247'ALONG STATE HIGHWAY 302 FOR 1.1 MI (1.77 KM) TO A DRIVEWAY LEADING
 CB2247'SOUTHEAST.  TURN RIGHT AND GO SOUTHEAST FOR 0.15 MI (0.24 KM) TO A
 CB2247'BRICK HOUSE ON THE LEFT AND THE STATION LOCATED IN THE CENTER OF THE
 CB2247'DRIVEWAY.  THE STATION IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 CB2247'A LARGE CONCRETE SLAB IN THE CENTER OF THE FARM LANE.  IT IS 73.2 FT
 CB2247'(22.3 M) NORTHEAST OF STATION MARYDEL, 81.8 FT (24.9 M) NORTHEAST OF
 CB2247'THE NORTHEAST CORNER OF A 2 1/2 STORY FARM HOUSE, 77.4 FT (23.6 M)
 CB2247'NORTHEAST OF THE NORTH CORNER OF AN OUT-DOOR FIRE PLACE, 37.8 FT (11.5
 CB2247'M) SOUTHWEST OF THE NORTHWEST CORNER OF THE BRICK HOUSE.
 CB2247
 CB2247                          STATION RECOVERY (2007)
 CB2247
 CB2247'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 CB2247'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1382 ***********************************************************************
 HU1382  DESIGNATION -  MASSEY
 HU1382  PID         -  HU1382
 HU1382  STATE/COUNTY-  DE/SUSSEX
 HU1382  COUNTRY     -  US
 HU1382  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU1382
 HU1382                         *CURRENT SURVEY CONTROL
 HU1382  ______________________________________________________________________
 HU1382* NAD 83(1991) POSITION- 38 37 30.35553(N) 075 06 11.60376(W)   ADJUSTED
 HU1382* NAVD 88 ORTHO HEIGHT -     4.937 (meters)       16.20  (feet) ADJUSTED
 HU1382  ______________________________________________________________________
 HU1382  GEOID HEIGHT    -        -35.725 (meters)                     GEOID18
 HU1382  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 HU1382  DYNAMIC HEIGHT  -          4.934 (meters)       16.19  (feet) COMP
 HU1382  MODELED GRAVITY -    980,031.8   (mgal)                       NAVD 88
 HU1382
 HU1382  HORZ ORDER      -  FIRST
 HU1382  VERT ORDER      -  SECOND    CLASS II
 HU1382
 HU1382.The horizontal coordinates were established by classical geodetic methods
 HU1382.and adjusted by the National Geodetic Survey in January 1992.
 HU1382
 HU1382.The orthometric height was determined by differential leveling and
 HU1382.adjusted by the NATIONAL GEODETIC SURVEY
 HU1382.in July 2009.
 HU1382
 HU1382.No vertical observational check was made to the station.
 HU1382
 HU1382.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1382.GEOID18 height accuracy estimate available here.
 HU1382
 HU1382.Click photographs - Photos may exist for this station.
 HU1382
 HU1382.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1382
 HU1382.The dynamic height is computed by dividing the NAVD 88
 HU1382.geopotential number by the normal gravity value computed on the
 HU1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1382.degrees latitude (g = 980.6199 gals.).
 HU1382
 HU1382.The modeled gravity was interpolated from observed gravity values.
 HU1382
 HU1382. The following values were computed from the NAD 83(1991) position.
 HU1382
 HU1382;                    North         East     Units Scale Factor Converg.
 HU1382;SPC DE       -    69,433.722   227,295.072   MT  1.00000417   +0 11 44.4
 HU1382;SPC DE       -   227,800.47    745,717.25   sFT  1.00000417   +0 11 44.4
 HU1382;UTM  18      - 4,275,179.781   491,014.739   MT  0.99960099   -0 03 52.0
 HU1382
 HU1382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1382!SPC DE       -   1.00000483  x   1.00000417  =   1.00000900
 HU1382!UTM  18      -   1.00000483  x   0.99960099  =   0.99960582
 HU1382
 HU1382:                Primary Azimuth Mark                     Grid Az
 HU1382:SPC DE       -  MASSEY RM 3 AZIMUTH                      327 35 55.7
 HU1382:UTM  18      -  MASSEY RM 3 AZIMUTH                      327 51 32.1
 HU1382
 HU1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9101475179(NAD 83)
 HU1382
 HU1382|---------------------------------------------------------------------|
 HU1382| PID    Reference Object                     Distance      Geod. Az  |
 HU1382|                                                           dddmmss.s |
 HU1382| HU1329 FORT MILES US NAVY WATER TANK       APPROX.16.0 KM 0051437.5 |
 HU1382| HU1373 REHOBOTH BEACH MUNICIPAL TANK       APPROX.10.4 KM 0100648.1 |
 HU1382| HU1358 REHOBOTH BEACH STANDPIPE            APPROX.10.4 KM 0101120.3 |
 HU1382| DC7521 MASSEY AZ MK RESET                                 0220141.3 |
 HU1382| HU1363 REHOBOTH BEACH OBS TOWER 5          APPROX. 6.8 KM 0241149.1 |
 HU1382| HU1372 INDIAN RIVER CG CUPOLA              APPROX. 3.3 KM 0730217.3 |
 HU1382| DC7522 MASSEY RM 1                          11.316 METERS 11542     |
 HU1382| HU1381 BETHEL CHURCH SPIRE                 APPROX. 9.1 KM 1733238.3 |
 HU1382| DC7523 MASSEY RM 2                          13.897 METERS 20957     |
 HU1382| DC7524 MASSEY RM 3 AZIMUTH                                3274740.1 |
 HU1382|---------------------------------------------------------------------|
 HU1382
 HU1382                          SUPERSEDED SURVEY CONTROL
 HU1382
 HU1382  NAD 83(1986)-  38 37 30.33981(N)    075 06 11.61853(W) AD(       ) 1
 HU1382  NAD 27      -  38 37 29.93744(N)    075 06 12.96340(W) AD(       ) 1
 HU1382  USSD        -  38 37 30.30300(N)    075 06 12.76700(W) AD(       ) 3
 HU1382  NGVD 29 (07/19/86)    5.6    (m)           18.     (f) VERT ANG       
 HU1382
 HU1382.Superseded values are not recommended for survey control.
 HU1382
 HU1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1382.See file dsdata.pdf to determine how the superseded data were derived.
 HU1382
 HU1382_MARKER: DS = TRIANGULATION STATION DISK
 HU1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1382_STAMPING: MASSEY 1909 1932
 HU1382_MARK LOGO: CGS
 HU1382_PROJECTION: PROJECTING 2 CENTIMETERS
 HU1382_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1382+STABILITY: SURFACE MOTION
 HU1382
 HU1382  HISTORY     - Date     Condition        Report By
 HU1382  HISTORY     - 1909     MONUMENTED       CGS
 HU1382  HISTORY     - 1932     GOOD             CGS
 HU1382  HISTORY     - 1932     GOOD             CGS
 HU1382  HISTORY     - 1943     GOOD             CGS
 HU1382  HISTORY     - 1962     GOOD             CGS
 HU1382  HISTORY     - 1962     GOOD             CGS
 HU1382  HISTORY     - 1970     GOOD             NGS
 HU1382  HISTORY     - 20090430 GOOD             DEDT
 HU1382
 HU1382                          STATION DESCRIPTION
 HU1382
 HU1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (ES)
 HU1382'THIS STATION IS ON THE N SIDE OF A WOODED RIDGE ON THE INDIAN
 HU1382'RIVER NECK.  IT IS ON LAND OWNED BY C.E. MASSEY AND IS ABOUT
 HU1382'SW FROM THE OLD FARMHOUSE OF PETER J. MASSEY.
 HU1382'
 HU1382'STATION MARK IS COPPER TRIANGULATION-STATION MARK SET IN
 HU1382'CEMENT 3 FEET BELOW SURFACE, COVERED WITH SAND AND ABOVE IT A
 HU1382'CONCRETE BLOCK, IN WHICH IS SET 1-INCH GALVANIZED-IRON PIPE
 HU1382'18 INCHES LONG, IN WHICH IS FASTENED A COPPER TRIANGULATION MARK.
 HU1382'
 HU1382'REFERENCE MARK NO.1 IS CEMENT POST WITH BOTTLE TO MARK CENTER.
 HU1382'
 HU1382'REFERENCE MARK NO.2 IS CEMENT POST WITH CIRCLE AND NAIL TO
 HU1382'MARK CENTER.
 HU1382'
 HU1382'IT MAY BE REACHED FROM REHOBOTH OR OCEAN VIEW BY WATER OR BY
 HU1382'LAND FROM THE RAILROAD.
 HU1382
 HU1382                          STATION RECOVERY (1932)
 HU1382
 HU1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (ERM)
 HU1382'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.  PROPERTY
 HU1382'NOW OWNED BY MR. CLAY MASSEY.
 HU1382'
 HU1382'TO REACH THE STATION TAKE ROAD FROM MILLSBORO TO REHOBOTH
 HU1382'TO JUNCTION OF THIS ROAD WITH ROAD ONTO HARBESON, ABOUT 6
 HU1382'MILES FROM MILLSBORO.  THIS DIRT ROAD IS KNOWN AS THE LONG NECK
 HU1382'ROAD.
 HU1382
 HU1382                          STATION RECOVERY (1932)
 HU1382
 HU1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 HU1382'THE STATION WAS DISCOVERED AS DESCRIBED BY MR. EDWIN SMITH.
 HU1382'
 HU1382'THE TRIANGULATION STATION MARK WAS NOT CHANGED BUT STANDARD
 HU1382'REFERENCE DISKS WERE ESTABLISHED IN PLACE OF THE BOTTLE AND NAIL
 HU1382'WHICH MARKED THE OLD REFERENCE MARKS.
 HU1382'
 HU1382'A REFERENCE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 HU1382'WAS ESTABLISHED AS AN AZIMUTH MARK ABOUT
 HU1382'0.6 MILE N BY W OF THE STATION ON MR. JOSHUA HICHENS PLACE.  IT
 HU1382'IS ACROSS A SLOUGH FROM THE STATION AND IS REACHED FROM THE
 HU1382'STATION BY TAKING THE FIRST ROAD LEADING RIGHT FROM THE ROAD
 HU1382'BACK TO THE JUNCTION.  THIS ROAD LEADS INTO MR. HICHENS YARD.
 HU1382'THE REFERENCE MARK IS AT THE SW CORNER OF THE MOST SOUTHERLY ONE
 HU1382'OF A GROUP OF THREE OUT HOUSES.
 HU1382'
 HU1382'STATION IS REACHED BY LEAVING THE MAIN HIGHWAY BETWEEN
 HU1382'MILLSBORO, DELAWARE AND REHOBOTH, DELAWARE, AT THE JUNCTION
 HU1382'OF THIS ROAD AND THE ROAD FROM INDIAN RIVER NECK TO HARBESON
 HU1382'TURNING E ON THE INDIAN RIVER NECK ROAD.  THE ABOVE DESCRIBED
 HU1382'JUNCTION IS ABOUT 6.5 MILES FROM MILLSBORO.  CONTINUE ON THE
 HU1382'DIRT ROAD ABOUT 5.6 MILES TO THE END OF THE ROAD AT MR. MASSEYS
 HU1382'PLACE.  ANYONE AT MR. MASSEYS CAN POINT OUT THE EXACT LOCATION
 HU1382'OF THE STATION WHICH IS ABOUT 200 YARDS FROM THE MASSEY BARN.
 HU1382
 HU1382                          STATION RECOVERY (1943)
 HU1382
 HU1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1382'RECOVERED AS DESCRIBED, EXCEPT FOR THE FOLLOWING DISCREPANCIES--
 HU1382'
 HU1382'1.  REFERENCE MARK 1 IS 37.14 FEET OR 11.321 METERS E OF THE
 HU1382'STATION.
 HU1382'
 HU1382'2.  REFERENCE MARK 2 IS 45.60 FEET OR 13.900 METERS SW OF THE
 HU1382'STATION.
 HU1382'
 HU1382'3.  FROM REFERENCE MARK 1 TO REFERENCE MARK 2 IT IS 60.89 FEET
 HU1382'OR 18.560 METERS.
 HU1382'
 HU1382'4.  REFERENCE MARK 3 (AZIMUTH MARK) IS NOW LOCATED ABOUT 50
 HU1382'FEET NE OF AN OLD ABANDONED HOUSE, AND 6 FEET SE OF AN OLD
 HU1382'CHICKEN HOUSE, ON BLUFF POINT.
 HU1382
 HU1382                          STATION RECOVERY (1962)
 HU1382
 HU1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKW)
 HU1382'THE STATION AND REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED IN
 HU1382'GOOD CONDITION.  DISTANCES BETWEEN STATION AND RMS 1 AND 2
 HU1382'WERE CHECKED AND FOUND CORRECT.  A NEW DESCRIPTION AS FOLLOWS--
 HU1382'
 HU1382'THE STATION IS LOCATED ON THE NORTH SIDE OF A WOODED RIDGE
 HU1382'ON THE INDIAN RIVER NECK, ABOUT 6 MILES SOUTH SOUTHWEST OF
 HU1382'REHOBETH BEACH, ABOUT 2.5 MILES NORTHWEST OF INDIAN RIVER
 HU1382'INLET, AND ABOUT 0.2 MILE WEST OF MASSEYS LANDING.  IT IS 550.0
 HU1382'FEET SOUTHWEST FROM THE END OF A BLACK TOP ROAD, 526.0 FEET
 HU1382'EAST OF THE FIRST POINT OF WOODS ON THE SOUTH SIDE OF THE
 HU1382'BLACK TOP ROAD, 365.0 FEET SOUTHWEST OF THE CENTERLINE
 HU1382'INTERSECTION OF A PRIVATE DRIVEWAY, 92.0 FEET SOUTH OF THE
 HU1382'CENTERLINE OF ROAD, 66.0 FEET SOUTHWEST OF A POWER POLE, 51.0
 HU1382'FEET SOUTH OF THE
 HU1382'ROADWAY BANK AND 3.0 FEET EAST OF AN IRON WITNESS POST.
 HU1382'THE STATION IS A STANDARD DISK, STAMPED MASSEY 1909-1932
 HU1382'SET IN TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH IS
 HU1382'FLUSH WITH THE GROUND.
 HU1382'
 HU1382'RM 1 IS EAST OF THE STATION, 112.0 FEET SOUTH OF CENTERLINE
 HU1382'OF THE ROAD AND 76.0 FEET SOUTH OF A POWER POLE.  IT IS
 HU1382'MARKED BY A STANDARD DISK STAMPED MASSEY NO 1 1909 SET IN THE
 HU1382'TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 12
 HU1382'INCHES ABOVE THE GROUND.
 HU1382'
 HU1382'RM 2 IS SOUTHWEST OF THE STATION, 112.0 FEET SOUTHWEST OF A
 HU1382'POWER POLE AND 131.0 FEET SOUTH OF CENTERLINE OF THE ROAD.  IT
 HU1382'IS MARKED BY A STANDARD DISK STAMPED MASSEY NO 2 1909 SET
 HU1382'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 HU1382'3 INCHES ABOVE THE GROUND.
 HU1382'
 HU1382'RM 3 IS NORTHWEST OF THE STATION, 58.0 FEET SOUTHEAST OF
 HU1382'THE NEAREST HOLLY BUSH, 50.0 FEET NORTHWEST OF THE SOUTHEAST
 HU1382'CORNER OF AN OLD HOUSE AND 2.5 FEET SOUTH OF A 2 INCH
 HU1382'SASSAFRAS BUSH.  TO REACH AZIMUTH MARK FROM THE STATION,
 HU1382'TRAVEL WEST ON LONG NECK ROAD FOR 0.4 MILE TO FIRST ROAD
 HU1382'ON THE RIGHT, TURN RIGHT ON UNPAVED ROAD AND GO ABOUT 0.6 MILE
 HU1382'TO AN OLD HOUSE AND MARK.
 HU1382'
 HU1382'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 HU1382'14 AND 24 (WHICH IS ABOUT 3.0 MILES NORTHWEST OF REHOBETH
 HU1382'BEACH), GO WEST ON STATE HIGHWAY 24 FOR 8.0 MILES TO LONG
 HU1382'NECK ROAD, THEN TURN LEFT (EAST) AND GO 5.3 MILES TO STATION SITE.
 HU1382
 HU1382                          STATION RECOVERY (1962)
 HU1382
 HU1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1382'THE STATION MARK, REFERENCE MARKS 1 AND 2 WAS RECOVERED IN
 HU1382'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 HU1382'RECOVERED.  A NEW AZIMUTH MARK WAS ESTABLISHED.
 HU1382'
 HU1382'THE PROPERTY IS NOW OWNED BY MR. L.P. FAUCETT OF GEORGETOWN
 HU1382'DELAWARE.  A NEW TO REACH FOLLOWS--
 HU1382'
 HU1382'TO REACH THE STATION FROM LEWES, GO SOUTHWEST ON STATE
 HU1382'HIGHWAY 18 FOR 2.0 MILES TO THE JUNCTION OF STATE HIGHWAY
 HU1382'14, TURN LEFT AND GO SOUTHEAST ON HIGHWAY 14 FOR 2.4 MILES
 HU1382'TO THE JUNCTION OF STATE HIGHWAY 24, TURN RIGHT AND GO SOUTHWEST
 HU1382'ON STATE HIGHWAY 24 FOR 7.5 MILES TO THE JUNCTION OF STATE
 HU1382'HIGHWAY 5, TURN LEFT AND GO EASTERLY ON A MACADAM ROAD
 HU1382'FOR 5.3 MILES TO THE STATION ON THE RIGHT.  THIS IS 0.1 MILE
 HU1382'BEFORE REACHING MASSEY LANDING.
 HU1382'
 HU1382'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHEAST
 HU1382'ACROSS A CULTIVATED FIELD FOR 0.15 MILES TO THE NORTHEAST EDGE
 HU1382'OF THE FIELD AND THE AZIMUTH MARK AS DESCRIBED.
 HU1382'
 HU1382'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MASSEY 1909 RESET
 HU1382'1962, SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HU1382'ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 2.7 FEET
 HU1382'SOUTH-SOUTHEAST OF A STANDARD METAL WITNESS POST AND MARKER,
 HU1382'12.0 FEET NORTH-NORTHWEST OF A 6-INCH WILD CHERRY TREE, 12.0 FEET
 HU1382'NORTHEAST OF THE NORTHEAST CORNER OF THE CULTIVATED FIELD AND
 HU1382'27.0 FEET SOUTH OF A 12-INCH CEDAR TREE.
 HU1382'
 HU1382'HEIGHT OF LIGHT ABOVE STATION MARK 34.01 METERS.
 HU1382
 HU1382                          STATION RECOVERY (1970)
 HU1382
 HU1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1382'STATION MARK AND RMS 1 AND 2 WERE RECOVERED IN GOOD
 HU1382'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  THE 1962
 HU1382'RECOVERY NOTE BY R.W.T. IS ADEQUATE WITH THE FOLLOWING
 HU1382'ADDITIONS--STATION IS LOCATED IN THE WOODS, ABOUT 0.2 MILES
 HU1382'WEST-SOUTHWEST OF THE MARINA AND ACROSS THE ROAD FROM THE EAST
 HU1382'EDGE OF A CULTIVATED FIELD.
 HU1382'
 HU1382'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1382'6 MILES SSW OF REHOBOTH BEACH.
 HU1382
 HU1382                          STATION RECOVERY (2009)
 HU1382
 HU1382'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009 (BRC)
 HU1382'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2536 ***********************************************************************
 JU2536  DESIGNATION -  MAXEY
 JU2536  PID         -  JU2536
 JU2536  STATE/COUNTY-  DE/NEW CASTLE
 JU2536  COUNTRY     -  US
 JU2536  USGS QUAD   -  DELAWARE CITY (2016)
 JU2536
 JU2536                         *CURRENT SURVEY CONTROL
 JU2536  ______________________________________________________________________
 JU2536* NAD 83(1991) POSITION- 39 34 44.53395(N) 075 35 12.22588(W)   ADJUSTED
 JU2536* NAVD 88 ORTHO HEIGHT -     1.8   (meters)        6.    (feet) VERTCON3
 JU2536  ______________________________________________________________________
 JU2536  GEOID HEIGHT    -        -33.338 (meters)                     GEOID18
 JU2536  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC18
 JU2536  HORZ ORDER      -  THIRD
 JU2536
 JU2536.The horizontal coordinates were established by classical geodetic methods
 JU2536.and adjusted by the National Geodetic Survey in January 1992.
 JU2536
 JU2536.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2536
 JU2536.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2536.GEOID18 height accuracy estimate available here.
 JU2536
 JU2536.Click photographs - Photos may exist for this station.
 JU2536
 JU2536.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2536
 JU2536. The following values were computed from the NAD 83(1991) position.
 JU2536
 JU2536;                    North         East     Units Scale Factor Converg.
 JU2536;SPC DE       -   175,304.203   185,388.972   MT  0.99999763   -0 06 30.1
 JU2536;SPC DE       -   575,143.87    608,230.32   sFT  0.99999763   -0 06 30.1
 JU2536;SPC NJ       -    83,343.479    56,640.915   MT  1.00000728   -0 41 32.8
 JU2536;SPC NJ       -   273,436.06    185,829.40   sFT  1.00000728   -0 41 32.8
 JU2536;UTM  18      - 4,381,200.554   449,610.600   MT  0.99963126   -0 22 25.8
 JU2536
 JU2536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2536!SPC DE       -   1.00000495  x   0.99999763  =   1.00000258
 JU2536!SPC NJ       -   1.00000495  x   1.00000728  =   1.00001223
 JU2536!UTM  18      -   1.00000495  x   0.99963126  =   0.99963621
 JU2536
 JU2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4961081200(NAD 83)
 JU2536
 JU2536                          SUPERSEDED SURVEY CONTROL
 JU2536
 JU2536  NAD 83(1986)-  39 34 44.52718(N)    075 35 12.23413(W) AD(       ) 3
 JU2536  NGVD 29 (06/08/88)    2.0    (m)            7.     (f) VERT ANG       
 JU2536
 JU2536.Superseded values are not recommended for survey control.
 JU2536
 JU2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2536.See file dsdata.pdf to determine how the superseded data were derived.
 JU2536
 JU2536_MARKER: DD = SURVEY DISK
 JU2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2536_STAMPING: MAXEY 1983
 JU2536_MARK LOGO: NOS
 JU2536_PROJECTION: FLUSH
 JU2536_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JU2536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2536+STABILITY: SURFACE MOTION
 JU2536
 JU2536  HISTORY     - Date     Condition        Report By
 JU2536  HISTORY     - 1983     MONUMENTED       NOS
 JU2536  HISTORY     - 20050615 MARK NOT FOUND   GEOCAC
 JU2536  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU2536
 JU2536                          STATION DESCRIPTION
 JU2536
 JU2536'DESCRIBED BY NATIONAL OCEAN SERVICE 1983 (WVH)
 JU2536'THE STATION IS LOCATED IN DELAWARE CITY AT THE NORTH END OF THE
 JU2536'JUNCTION OF THE CHESAPEAKE AND DELAWARE CANAL CUT AND
 JU2536'DELAWARE RIVER, AT A PARK-LIKE AREA ON THE WATERFRONT.
 JU2536'
 JU2536'TO REACH THE STATION FROM THE JUNCTION OF DE 9 AND COX NECK
 JU2536'LANE IN DELAWARE CITY, GO NORTHEAST ON CLINTON STREET TO ITS END
 JU2536'AT A PARK-LIKE AREA AND THE STATION IN THE GRASS AT THE
 JU2536'EASTERNMOST CORNER OF THE PARK.
 JU2536'
 JU2536'THE STATION IS A STANDARD NOS DISK
 JU2536'STAMPED---MAXEY 1983---,
 JU2536'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 19 CM IN DIAMETER
 JU2536'FLUSH WITH GROUND.  IT IS LOCATED ABOUT
 JU2536'5.5 METERS (18 FT) SOUTHWEST FROM THE NORTHEASTERN BULKHEAD,
 JU2536'3.85 METERS (12.63 FT) NORTHWEST FROM THE SOUTHEASTERN BULKHEAD,
 JU2536'AND 1.10 METERS (3.61 FT) SOUTH FROM A STANDARD NOS WITNESS
 JU2536'POST SIGN.
 JU2536'
 JU2536'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.57 METERS.
 JU2536
 JU2536                          STATION RECOVERY (2005)
 JU2536
 JU2536'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU2536'A CONCRETE WALL AND PIPE-RAILING WAS ADDED TO THE DESCRIBED BULKHEAD
 JU2536'IN 2004, AND ADDITIONAL FILL WAS ADDED TO THE ENCLOSED PARK AREA.  THE
 JU2536'STATION WAS NOT VISIBLE AT THE SURFACE AND THERE WAS NO WITNESS POST
 JU2536'IN THE VICINITY.
 JU2536
 JU2536                          STATION RECOVERY (2013)
 JU2536
 JU2536'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU2536'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1722 ***********************************************************************
 HU1722  DESIGNATION -  MAYER RM 3
 HU1722  PID         -  HU1722
 HU1722  STATE/COUNTY-  DE/SUSSEX
 HU1722  COUNTRY     -  US
 HU1722  USGS QUAD   -  DELMAR (2016)
 HU1722
 HU1722                         *CURRENT SURVEY CONTROL
 HU1722  ______________________________________________________________________
 HU1722* NAD 83(1991) POSITION- 38 27 20.37921(N) 075 33 29.71873(W)   ADJUSTED
 HU1722* NAVD 88 ORTHO HEIGHT -    15.885 (meters)       52.12  (feet) ADJUSTED
 HU1722  ______________________________________________________________________
 HU1722  GEOID HEIGHT    -        -35.743 (meters)                     GEOID18
 HU1722  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 HU1722  DYNAMIC HEIGHT  -         15.875 (meters)       52.08  (feet) COMP
 HU1722  MODELED GRAVITY -    980,012.6   (mgal)                       NAVD 88
 HU1722
 HU1722  HORZ ORDER      -  SECOND
 HU1722  VERT ORDER      -  SECOND    CLASS I
 HU1722
 HU1722.The horizontal coordinates were established by classical geodetic methods
 HU1722.and adjusted by the National Geodetic Survey in January 1992.
 HU1722
 HU1722.The orthometric height was determined by differential leveling and
 HU1722.adjusted by the NATIONAL GEODETIC SURVEY
 HU1722.in June 1991.
 HU1722
 HU1722.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1722.GEOID18 height accuracy estimate available here.
 HU1722
 HU1722.Click photographs - Photos may exist for this station.
 HU1722
 HU1722.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1722
 HU1722.The dynamic height is computed by dividing the NAVD 88
 HU1722.geopotential number by the normal gravity value computed on the
 HU1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1722.degrees latitude (g = 980.6199 gals.).
 HU1722
 HU1722.The modeled gravity was interpolated from observed gravity values.
 HU1722
 HU1722. The following values were computed from the NAD 83(1991) position.
 HU1722
 HU1722;                    North         East     Units Scale Factor Converg.
 HU1722;SPC DE       -    50,587.964   187,641.331   MT  0.99999688   -0 05 17.0
 HU1722;SPC DE       -   165,970.68    615,619.93   sFT  0.99999688   -0 05 17.0
 HU1722;SPC MD       -    88,575.272   525,836.268   MT  0.99997657   +0 54 17.6
 HU1722;SPC MD       -   290,600.70  1,725,181.16   sFT  0.99997657   +0 54 17.6
 HU1722;UTM  18      - 4,256,521.087   451,291.330   MT  0.99962922   -0 20 49.9
 HU1722
 HU1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1722!SPC DE       -   1.00000312  x   0.99999688  =   1.00000000
 HU1722!SPC MD       -   1.00000312  x   0.99997657  =   0.99997969
 HU1722!UTM  18      -   1.00000312  x   0.99962922  =   0.99963233
 HU1722
 HU1722:                Primary Azimuth Mark                     Grid Az
 HU1722:SPC DE       -  MAYER                                    093 22 34.6
 HU1722:SPC MD       -  MAYER                                    092 23 00.0
 HU1722:UTM  18      -  MAYER                                    093 38 07.5
 HU1722
 HU1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5129156521(NAD 83)
 HU1722
 HU1722|---------------------------------------------------------------------|
 HU1722| PID    Reference Object                     Distance      Geod. Az  |
 HU1722|                                                           dddmmss.s |
 HU1722| HU1721 MAYER                               APPROX. 0.7 KM 0931717.6 |
 HU1722|---------------------------------------------------------------------|
 HU1722
 HU1722                          SUPERSEDED SURVEY CONTROL
 HU1722
 HU1722  NAD 83(1986)-  38 27 20.37168(N)    075 33 29.74286(W) AD(       ) 2
 HU1722  NAD 27      -  38 27 19.95591(N)    075 33 31.01164(W) AD(       ) 2
 HU1722  NGVD 29 (06/12/91)   16.139  (m)           52.95   (f) ADJUSTED    2 1
 HU1722  NGVD 29 (07/19/86)   16.2    (m)           53.     (f) VERT ANG       
 HU1722
 HU1722.Superseded values are not recommended for survey control.
 HU1722
 HU1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1722.See file dsdata.pdf to determine how the superseded data were derived.
 HU1722
 HU1722_MARKER: DR = REFERENCE MARK DISK
 HU1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1722_STAMPING: MAYER NO 3 1974
 HU1722_MARK LOGO: NGS
 HU1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1722+STABILITY: SURFACE MOTION
 HU1722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1722+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1989
 HU1722
 HU1722  HISTORY     - Date     Condition        Report By
 HU1722  HISTORY     - 1974     MONUMENTED       NGS
 HU1722  HISTORY     - 1974     GOOD             NGS
 HU1722  HISTORY     - 19891120 GOOD             NGS
 HU1722  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU1722
 HU1722                          STATION DESCRIPTION
 HU1722
 HU1722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 HU1722'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 13 AND
 HU1722'STATE ROAD 54 IN THE EAST EDGE OF DELMAR, GO EAST ON STATE ROAD
 HU1722'54 FOR 0.4 MILE TO POWERLINE POLE NUMBER 3D AND STATION MAYER
 HU1722'ON THE RIGHT.  RM 3 (AZ. MK.) IS IN THE MEDIAN OF U.S. HIGHWAY 13.
 HU1722'
 HU1722'REFERENCE MARK 3, A STANDARD DISK STAMPED MAYER NO 3 1974, IS
 HU1722'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 HU1722'IS FLUSH WITH THE GROUND SURFACE.  IT IS 48 FEET NORTH OF THE
 HU1722'CENTERLINE OF STATE ROAD 54, 38 FEET WEST OF THE CENTERLINE OF
 HU1722'THE NORTH BOUND LANE OF U.S. HIGHWAY 13 36 FEET EAST OF THE
 HU1722'CENTERLINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 13.  THE MARK
 HU1722'SERVES AS AN AZIMUTH MARK.
 HU1722
 HU1722                          STATION RECOVERY (1974)
 HU1722
 HU1722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HU1722'RECOVERED IN GOOD CONDITION.
 HU1722
 HU1722                          STATION RECOVERY (1989)
 HU1722
 HU1722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 HU1722'1.7 KM (1.06 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 HU1722'WITH THE CONRAIL RAILROAD IN DELMAR, IN THE MEDIAN OF U.S. HIGHWAY
 HU1722'13, 14.6 M (47.90 FT) NORTH OF THE CENTER OF THE STATE HIGHWAY, 11.6
 HU1722'M (38.06 FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 HU1722'U.S. HIGHWAY, 11.0 M (36.09 FT) EAST OF THE CENTERLINE OF THE
 HU1722'SOUTHBOUND LANES OF THE U.S. HIGHWAY, 0.2 M (0.66 FT) BELOW THE LEVEL
 HU1722'OF THE HIGHWAY, AND IN A CONCRETE MONUMENT THAT IS 0.3 M (0.98 FT)
 HU1722'BELOW THE GROUND SURFACE.
 HU1722
 HU1722                          STATION RECOVERY (2013)
 HU1722
 HU1722'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU1722'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL4503 ***********************************************************************
 DL4503  DESIGNATION -  MCCABE
 DL4503  PID         -  DL4503
 DL4503  STATE/COUNTY-  DE/SUSSEX
 DL4503  COUNTRY     -  US
 DL4503  USGS QUAD   -  SELBYVILLE (2016)
 DL4503
 DL4503                         *CURRENT SURVEY CONTROL
 DL4503  ______________________________________________________________________
 DL4503* NAD 83(2011) POSITION- 38 28 46.71381(N) 075 13 49.18332(W)   ADJUSTED
 DL4503* NAD 83(2011) ELLIP HT-   -23.960 (meters)        (12/20/17)   ADJUSTED
 DL4503* NAD 83(2011) EPOCH   -  2010.00
 DL4503* NAVD 88 ORTHO HEIGHT -    11.883 (meters)       38.99  (feet) ADJUSTED
 DL4503  ______________________________________________________________________
 DL4503  GEOID HEIGHT    -        -35.837 (meters)                     GEOID18
 DL4503  NAD 83(2011) X  -  1,274,531.314 (meters)                     COMP
 DL4503  NAD 83(2011) Y  - -4,834,267.300 (meters)                     COMP
 DL4503  NAD 83(2011) Z  -  3,947,245.717 (meters)                     COMP
 DL4503  LAPLACE CORR    -         -0.21  (seconds)                    DEFLEC18
 DL4503  DYNAMIC HEIGHT  -         11.876 (meters)       38.96  (feet) COMP
 DL4503  MODELED GRAVITY -    980,019.5   (mgal)                       NAVD 88
 DL4503
 DL4503  VERT ORDER      -  SECOND    CLASS II
 DL4503
 DL4503  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL4503  Standards:
 DL4503         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL4503            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL4503  -------------------------------------------------------------------
 DL4503  NETWORK    1.02   0.98           0.44   0.39   0.50     -0.18037893
 DL4503  -------------------------------------------------------------------
 DL4503  Click here for local accuracies and other accuracy information.
 DL4503
 DL4503.The horizontal coordinates were established by GPS observations
 DL4503.and adjusted by the MASER CONSULTING in December 2017.
 DL4503
 DL4503.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL4503.been affixed to the stable North American tectonic plate. See 
 DL4503.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL4503
 DL4503.The horizontal coordinates are valid at the epoch date displayed above
 DL4503.which is a decimal equivalence of Year/Month/Day.
 DL4503
 DL4503.The orthometric height was determined by differential leveling and
 DL4503.adjusted by the NATIONAL GEODETIC SURVEY
 DL4503.in October 2009.
 DL4503
 DL4503.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL4503.GEOID18 height accuracy estimate available here.
 DL4503
 DL4503.Click photographs - Photos may exist for this station.
 DL4503
 DL4503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4503
 DL4503.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL4503
 DL4503.The ellipsoidal height was determined by GPS observations
 DL4503.and is referenced to NAD 83.
 DL4503
 DL4503.The dynamic height is computed by dividing the NAVD 88
 DL4503.geopotential number by the normal gravity value computed on the
 DL4503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4503.degrees latitude (g = 980.6199 gals.).
 DL4503
 DL4503.The modeled gravity was interpolated from observed gravity values.
 DL4503
 DL4503. The following values were computed from the NAD 83(2011) position.
 DL4503
 DL4503;                    North         East     Units Scale Factor Converg.
 DL4503;SPC DE       -    53,257.018   216,259.276   MT  0.99999825   +0 06 57.4
 DL4503;SPC DE       -   174,727.40    709,510.64   sFT  0.99999825   +0 06 57.4
 DL4503;UTM  18      - 4,259,059.682   479,910.163   MT  0.99960497   -0 08 35.9
 DL4503
 DL4503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4503!SPC DE       -   1.00000376  x   0.99999825  =   1.00000201
 DL4503!UTM  18      -   1.00000376  x   0.99960497  =   0.99960873
 DL4503
 DL4503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7991059059(NAD 83)
 DL4503
 DL4503                          SUPERSEDED SURVEY CONTROL
 DL4503
 DL4503.No superseded survey control is available for this station.
 DL4503
 DL4503_MARKER: DD = SURVEY DISK
 DL4503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4503_STAMPING: MCCABE 2009
 DL4503_MARK LOGO: DEDT
 DL4503_PROJECTION: RECESSED 3 CENTIMETERS
 DL4503_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4503+STABILITY: SURFACE MOTION
 DL4503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4503+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2013
 DL4503
 DL4503  HISTORY     - Date     Condition        Report By
 DL4503  HISTORY     - 20090430 MONUMENTED       DEDT
 DL4503  HISTORY     - 20120213 GOOD             DELCOS
 DL4503  HISTORY     - 20131028 GOOD             DELCOS
 DL4503
 DL4503                          STATION DESCRIPTION
 DL4503
 DL4503'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL4503'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHEAST OF
 DL4503'MILLSBORO, 2.6 MI (4.2 KM) SOUTH OF FRANKFORD AND 1.4 MI (2.3 KM)
 DL4503'NORTH-NORTHWEST OF SELBYVILLE.
 DL4503'
 DL4503'TO REACH FROM THE INTERSECTION OF US HIGHWAY 113 AND STATE ROUTE 54
 DL4503'(CEMETERY ROAD) PROCEED NORTH 1.1 MI (1.8 KM) TO MCCABE ROAD (S 400),
 DL4503'THENCE EAST ALONG MACCABE ROAD (S 400) 0.25 MI (0.4 KM) TO THE MARK ON
 DL4503'THE LEFT.
 DL4503'
 DL4503'THE MARK IS 17.1 FT (5.2 M) WEST OF THE MOST WESTERLY RAIL, 19.3 FT
 DL4503'(5.9 M) NORTH-NORTHEAST OF THE CENTERLINE OF MCCABE ROAD (S 400), 40.5
 DL4503'FT (12.3 M) NORTH OF THE MOST WESTERLY RAILROAD CROSSING SIGN, AND
 DL4503'42.3 FT (12.9 M) NORTHEAST OF A WATER VALVE COVER.
 DL4503
 DL4503                          STATION RECOVERY (2012)
 DL4503
 DL4503'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL4503'RECOVERED IN GOOD CONDITION.
 DL4503
 DL4503                          STATION RECOVERY (2013)
 DL4503
 DL4503'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DL4503'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2537 ***********************************************************************
 JU2537  DESIGNATION -  MCMANN
 JU2537  PID         -  JU2537
 JU2537  STATE/COUNTY-  DE/NEW CASTLE
 JU2537  COUNTRY     -  US
 JU2537  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2537
 JU2537                         *CURRENT SURVEY CONTROL
 JU2537  ______________________________________________________________________
 JU2537* NAD 83(1991) POSITION- 39 40 45.79798(N) 075 31 02.15095(W)   ADJUSTED
 JU2537* NAVD 88 ORTHO HEIGHT -     2.4   (meters)        8.    (feet) VERTCON3
 JU2537  ______________________________________________________________________
 JU2537  GEOID HEIGHT    -        -33.133 (meters)                     GEOID18
 JU2537  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 JU2537  HORZ ORDER      -  THIRD
 JU2537
 JU2537.The horizontal coordinates were established by classical geodetic methods
 JU2537.and adjusted by the National Geodetic Survey in January 1992.
 JU2537
 JU2537.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2537
 JU2537.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2537.GEOID18 height accuracy estimate available here.
 JU2537
 JU2537.Click photographs - Photos may exist for this station.
 JU2537
 JU2537.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2537
 JU2537. The following values were computed from the NAD 83(1991) position.
 JU2537
 JU2537;                    North         East     Units Scale Factor Converg.
 JU2537;SPC DE       -   186,436.904   191,369.594   MT  0.99999592   -0 03 51.2
 JU2537;SPC DE       -   611,668.41    627,851.74   sFT  0.99999592   -0 03 51.2
 JU2537;SPC NJ       -    94,414.610    62,734.857   MT  0.99999373   -0 38 58.4
 JU2537;SPC NJ       -   309,758.60    205,822.61   sFT  0.99999373   -0 38 58.4
 JU2537;UTM  18      - 4,392,301.297   455,640.569   MT  0.99962423   -0 19 49.0
 JU2537
 JU2537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2537!SPC DE       -   1.00000482  x   0.99999592  =   1.00000074
 JU2537!SPC NJ       -   1.00000482  x   0.99999373  =   0.99999855
 JU2537!UTM  18      -   1.00000482  x   0.99962423  =   0.99962905
 JU2537
 JU2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5564092301(NAD 83)
 JU2537
 JU2537                          SUPERSEDED SURVEY CONTROL
 JU2537
 JU2537  NAD 83(1986)-  39 40 45.79276(N)    075 31 02.15662(W) AD(       ) 3
 JU2537  NGVD 29 (06/08/88)    2.6    (m)            9.     (f) VERT ANG       
 JU2537
 JU2537.Superseded values are not recommended for survey control.
 JU2537
 JU2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2537.See file dsdata.pdf to determine how the superseded data were derived.
 JU2537
 JU2537_MARKER: DD = SURVEY DISK
 JU2537_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU2537+WITH SETTING: PAVEMENT
 JU2537_SP_SET: LIGHT BASE
 JU2537_STAMPING: MCMANN 1982
 JU2537_MARK LOGO: NOS
 JU2537_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2537+STABILITY: SURFACE MOTION
 JU2537
 JU2537  HISTORY     - Date     Condition        Report By
 JU2537  HISTORY     - 1982     MONUMENTED       NOS
 JU2537
 JU2537                          STATION DESCRIPTION
 JU2537
 JU2537'DESCRIBED BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU2537'THE STATION IS LOCATED IN THE DELAWARE RIVER ON THE CONCRETE
 JU2537'PLATFORM SUPPORTING DEEPWATER RANGE FRONT LIGHT.
 JU2537'
 JU2537'TO REACH THE STATION FROM THE MOUTH OF THE CHRISTINA RIVER, GO
 JU2537'SOUTH ON THE DELAWARE RIVER TO THE DEEPWATER RANGE FRONT LIGHT
 JU2537'JUST SOUTH OF THE DELAWARE MEMORIAL BRIDGE.
 JU2537'
 JU2537'THE STATION IS A STANDARD NOS DISK STAMPED---MCMANN
 JU2537'1982---, SET INTO THE TOP OF AND FLUSH WITH THE CONCRETE LIGHT
 JU2537'BASE.  IT IS LOCATED ON THE SOUTHWEST CORNER OF THE PLATFORM.
 JU2537'
 JU2537'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.53 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3810 ***********************************************************************
 JU3810  DESIGNATION -  MEETINGHOUSE HILL 2
 JU3810  PID         -  JU3810
 JU3810  STATE/COUNTY-  DE/NEW CASTLE
 JU3810  COUNTRY     -  US
 JU3810  USGS QUAD   -  NEWARK EAST (2016)
 JU3810
 JU3810                         *CURRENT SURVEY CONTROL
 JU3810  ______________________________________________________________________
 JU3810* NAD 83(1991) POSITION- 39 42 46.15924(N) 075 42 38.55552(W)   ADJUSTED
 JU3810* NAVD 88 ORTHO HEIGHT -    90.    (meters)      295.    (feet) SCALED
 JU3810  ______________________________________________________________________
 JU3810  GEOID HEIGHT    -        -32.947 (meters)                     GEOID18
 JU3810  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 JU3810  HORZ ORDER      -  FIRST
 JU3810
 JU3810.The horizontal coordinates were established by classical geodetic methods
 JU3810.and adjusted by the National Geodetic Survey in January 1992.
 JU3810
 JU3810.The orthometric height was scaled from a topographic map.
 JU3810
 JU3810.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3810.GEOID18 height accuracy estimate available here.
 JU3810
 JU3810.Click photographs - Photos may exist for this station.
 JU3810
 JU3810.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3810
 JU3810. The following values were computed from the NAD 83(1991) position.
 JU3810
 JU3810;                    North         East     Units Scale Factor Converg.
 JU3810;SPC DE       -   190,185.490   174,785.752   MT  1.00000282   -0 11 16.4
 JU3810;SPC DE       -   623,966.90    573,442.92   sFT  1.00000282   -0 11 16.4
 JU3810;SPC MD       -   227,925.411   510,559.860   MT  1.00005656   +0 48 33.1
 JU3810;SPC MD       -   747,785.29  1,675,061.81   sFT  1.00005656   +0 48 33.1
 JU3810;SPC PA S     -    44,155.809   774,861.931   MT  1.00004180   +1 19 23.1
 JU3810;SPC PA S     -   144,867.85  2,542,192.85   sFT  1.00004180   +1 19 23.1
 JU3810;UTM  18      - 4,396,125.480   439,080.355   MT  0.99964569   -0 27 14.8
 JU3810
 JU3810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3810!SPC DE       -   0.99999111  x   1.00000282  =   0.99999393
 JU3810!SPC MD       -   0.99999111  x   1.00005656  =   1.00004766
 JU3810!SPC PA S     -   0.99999111  x   1.00004180  =   1.00003290
 JU3810!UTM  18      -   0.99999111  x   0.99964569  =   0.99963680
 JU3810
 JU3810:                Primary Azimuth Mark                     Grid Az
 JU3810:SPC DE       -  MEETINGHOUSE HILL 2 AZ MK                354 39 42.6
 JU3810:SPC MD       -  MEETINGHOUSE HILL 2 AZ MK                353 39 53.1
 JU3810:SPC PA S     -  MEETINGHOUSE HILL 2 AZ MK                353 09 03.1
 JU3810:UTM  18      -  MEETINGHOUSE HILL 2 AZ MK                354 55 41.0
 JU3810
 JU3810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3908096125(NAD 83)
 JU3810
 JU3810|---------------------------------------------------------------------|
 JU3810| PID    Reference Object                     Distance      Geod. Az  |
 JU3810|                                                           dddmmss.s |
 JU3810| CB2272 MEETINGHOUSE HILL 2 RM 1             47.610 METERS 01256     |
 JU3810| CB2273 MEETINGHOUSE HILL 2 RM 2             31.608 METERS 10054     |
 JU3810| JU3837 WASHINGTON NY AWY BCN 64            APPROX. 9.0 KM 2033039.6 |
 JU3810| JU3809 MEETINGHOUSE HILL RESET              11.725 METERS 29022     |
 JU3810| CB2269 MEETINGHOUSE HILL 2 AZ MK                          3542826.2 |
 JU3810|---------------------------------------------------------------------|
 JU3810
 JU3810                          SUPERSEDED SURVEY CONTROL
 JU3810
 JU3810  NAD 83(1986)-  39 42 46.15365(N)    075 42 38.56180(W) AD(       ) 1
 JU3810  NAD 27      -  39 42 45.75900(N)    075 42 39.82000(W) AD(       ) 1
 JU3810
 JU3810.Superseded values are not recommended for survey control.
 JU3810
 JU3810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3810.See file dsdata.pdf to determine how the superseded data were derived.
 JU3810
 JU3810_MARKER: DS = TRIANGULATION STATION DISK
 JU3810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3810_STAMPING: MEETING HOUSE HILL 2 1935
 JU3810_MARK LOGO: CGS
 JU3810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3810+STABILITY: SURFACE MOTION
 JU3810
 JU3810  HISTORY     - Date     Condition        Report By
 JU3810  HISTORY     - 1935     MONUMENTED       CGS
 JU3810  HISTORY     - 1948     SEE DESCRIPTION  CGS
 JU3810  HISTORY     - 1952     SEE DESCRIPTION  USGS
 JU3810  HISTORY     - 1958     SEE DESCRIPTION  CGS
 JU3810  HISTORY     - 19910805 GOOD             USPSQD
 JU3810  HISTORY     - 20030323 MARK NOT FOUND   USPSQD
 JU3810
 JU3810                          STATION DESCRIPTION
 JU3810
 JU3810'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU3810'THIS IS A FIRST-ORDER STATION LOCATED ON THE SUMMIT OF POLLY
 JU3810'DRUMMOND HILL, APPROXIMATELY 2-3/4 MILES NE OF NEWARK, DELAWARE,
 JU3810'AND 1-5/8 MILES E OF MILFORD CROSSROADS ON PROPERTY OF
 JU3810'MR. L.B. WIGGINS.  IT IS IN THE NW CORNER OF CROSSROADS, 39.4
 JU3810'FEET NW OF NE CORNER OF HOUSE AND 40.4 FEET N OF SW CORNER OF
 JU3810'SAME HOUSE WHICH IS OWNED BY MR. RICHARD W. COOPER.  IT IS
 JU3810'LOCATED 13 PACES W OF CENTER LINE OF MAIN ROAD AND 6 PACES N OF
 JU3810'ROAD TO MR. COOPERS GARAGE.
 JU3810'
 JU3810'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JU3810'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1, 7 AND 11A.
 JU3810'
 JU3810'REFERENCE MARK NO.1 IS 47.610 METERS N OF STATION, SET IN
 JU3810'CONCRETE AND PROJECTS 4 INCHES.
 JU3810'
 JU3810'REFERENCE MARK NO.2 IS E OF STATION 31.607 METERS AND IS SET
 JU3810'IN CONCRETE.  IT PROJECTS 4 INCHES.
 JU3810'
 JU3810'AZIMUTH MARK IS 0.4 MILE N OF STATION, 6 PACES S OF FENCE CORNER,
 JU3810'6 PACES E OF CENTER OF ROAD, AND 1 PACE S OF POWER POLE NO. 52.  IT
 JU3810'PROJECTS 2 INCHES.
 JU3810'
 JU3810'TO REACH STATION FROM NEWARK, DELAWARE, GO E ON ROUTE 273, 0.3 MILE
 JU3810'FROM TRAFFIC LIGHT AT NORTH CHAPEL AND MAIN STREETS, BEAR LEFT
 JU3810'ON U.S. HIGHWAY 2 AND GO 1.9 MILES TO CROSSROADS (CEMETERY AND
 JU3810'CHURCH IN NW CORNER), TURN LEFT ON MACADAM ROAD WHICH CHANGES TO
 JU3810'DIRT IN ABOUT 0.2 MILE AND GO 1.0 MILE TO STATION.
 JU3810'
 JU3810'A 90-FOOT TOWER CLEARED ALL LINES OBSERVED.
 JU3810
 JU3810                          STATION RECOVERY (1948)
 JU3810
 JU3810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (BK)
 JU3810'THIS STATION IS DESTROYED DURING GRADING OF NEW CONSTRUCTION
 JU3810'IN AREA.
 JU3810
 JU3810                          STATION RECOVERY (1952)
 JU3810
 JU3810'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 JU3810'THIS MARKER IS AT PRESENT LYING ON GROUND NEAR HOLE.  THE
 JU3810'MONUMENT WAS ACCIDENTLY PLOWED OUT OF GROUND.  BOTH THE MONUMENT
 JU3810'AND MARKER ARE IN GOOD CONDITION BUT NEED RESETTING BEFORE STATION
 JU3810'IS LOST.
 JU3810
 JU3810                          STATION RECOVERY (1958)
 JU3810
 JU3810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JU3810'REFERENCE MARKS NO. 1 AND 2 AND AZIMUTH MARK WERE RECOVERED AS
 JU3810'DESCRIBED IN 1935 DESCRIPTIONS.  STATION MARK WAS FOUND DESTROYED
 JU3810'ON THE CUT EMBANKMENT ABOUT 30 FEET FROM THE ORIGINAL
 JU3810'POSITION.  THE UNDER GROUND MARK WAS RECOVERED BY C. F. ODGERS
 JU3810'IN 1956 AND WAS REPORTED IN GOOD CONDITION.  AS IRON ROD WAS
 JU3810'DRIVEN IN THE GROUND AT THIS POINT AND THE MONUMENT
 JU3810'CONTACTED.  HOWEVER MR. SHAKESPEAE (PROPERTY OWNER) DID NOT
 JU3810'WANT HIS LAWN DUG UP SO IT WAS DECIDED TO RELOCATE A NEW
 JU3810'SURFACE MARK AT MEETING HOUSE HILL 1845 AND NOTHING
 JU3810'FURTHER WAS DONE AT MEETING HOUSE HILL 2 1935.
 JU3810'
 JU3810'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 2, 72 AND 273 IN
 JU3810'NEWARK, GO EASTERLY ON STATE HIGHWAY NO. 2 AND 273 FOR 0.75 MILES
 JU3810'TO JUNCTION OF STATE HIGHWAYS NO. 2 AND 273.  CONTINUE STRAIGHT
 JU3810'AHEAD THROUGH UNDERPASS AND GO NORTH THENCE EASTERLY ON CAPITOL
 JU3810'TRAIL FOR 1.7 MILES TO CROSSROADS AT CEMETERY ON LEFT (NORTH)
 JU3810'SIDE OF ROAD.  TURN LEFT AND CONTINUE NORTHERLY ON SURFACE ROAD
 JU3810'FOR 1.0 MILE TO TOP OF HILL AND STATION IS LOCATED ON LEFT IN
 JU3810'LAWN.  CONTINUE NORTHERLY ON SURFACE ROAD FOR 0.4 MILE TO
 JU3810'AZIMUTH MARK NEAR POWERLINE POLE ON EAST SIDE OF ROAD.
 JU3810
 JU3810                          STATION RECOVERY (1991)
 JU3810
 JU3810'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHK)
 JU3810'RECOVERED IN GOOD CONDITION.
 JU3810
 JU3810                          STATION RECOVERY (2003)
 JU3810
 JU3810'RECOVERY NOTE BY US POWER SQUADRON 2003 (DWG)
 JU3810'DESCRIPTION IS INADEQUATE WITH NO MEASUREMENTS TO MARK.  ROAD
 JU3810'IMPROVEMENTS IN AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3809 ***********************************************************************
 JU3809  DESIGNATION -  MEETINGHOUSE HILL RESET
 JU3809  PID         -  JU3809
 JU3809  STATE/COUNTY-  DE/NEW CASTLE
 JU3809  COUNTRY     -  US
 JU3809  USGS QUAD   -  NEWARK EAST (2016)
 JU3809
 JU3809                         *CURRENT SURVEY CONTROL
 JU3809  ______________________________________________________________________
 JU3809* NAD 83(1991) POSITION- 39 42 46.29155(N) 075 42 39.01699(W)   ADJUSTED
 JU3809* NAVD 88 ORTHO HEIGHT -    90.    (meters)      295.    (feet) SCALED
 JU3809  ______________________________________________________________________
 JU3809  GEOID HEIGHT    -        -32.947 (meters)                     GEOID18
 JU3809  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC18
 JU3809  HORZ ORDER      -  FIRST
 JU3809
 JU3809.The horizontal coordinates were established by classical geodetic methods
 JU3809.and adjusted by the National Geodetic Survey in January 1992.
 JU3809
 JU3809.The orthometric height was scaled from a topographic map.
 JU3809
 JU3809.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3809.GEOID18 height accuracy estimate available here.
 JU3809
 JU3809.Click photographs - Photos may exist for this station.
 JU3809
 JU3809.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3809
 JU3809. The following values were computed from the NAD 83(1991) position.
 JU3809
 JU3809;                    North         East     Units Scale Factor Converg.
 JU3809;SPC DE       -   190,189.606   174,774.773   MT  1.00000283   -0 11 16.7
 JU3809;SPC DE       -   623,980.40    573,406.90   sFT  1.00000283   -0 11 16.7
 JU3809;SPC MD       -   227,929.336   510,548.811   MT  1.00005657   +0 48 32.8
 JU3809;SPC MD       -   747,798.16  1,675,025.56   sFT  1.00005657   +0 48 32.8
 JU3809;SPC PA S     -    44,159.635   774,850.847   MT  1.00004179   +1 19 22.8
 JU3809;SPC PA S     -   144,880.40  2,542,156.49   sFT  1.00004179   +1 19 22.8
 JU3809;UTM  18      - 4,396,129.646   439,069.400   MT  0.99964571   -0 27 15.1
 JU3809
 JU3809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3809!SPC DE       -   0.99999111  x   1.00000283  =   0.99999394
 JU3809!SPC MD       -   0.99999111  x   1.00005657  =   1.00004767
 JU3809!SPC PA S     -   0.99999111  x   1.00004179  =   1.00003289
 JU3809!UTM  18      -   0.99999111  x   0.99964571  =   0.99963682
 JU3809
 JU3809:                Primary Azimuth Mark                     Grid Az
 JU3809:SPC DE       -  MEETINGHOUSE HILL 2 AZ MK                355 31 41.5
 JU3809:SPC MD       -  MEETINGHOUSE HILL 2 AZ MK                354 31 52.0
 JU3809:SPC PA S     -  MEETINGHOUSE HILL 2 AZ MK                354 01 02.0
 JU3809:UTM  18      -  MEETINGHOUSE HILL 2 AZ MK                355 47 39.9
 JU3809
 JU3809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3906996129(NAD 83)
 JU3809
 JU3809|---------------------------------------------------------------------|
 JU3809| PID    Reference Object                     Distance      Geod. Az  |
 JU3809|                                                           dddmmss.s |
 JU3809| CB2271 MEETINGHOUSE HILL RM 3               15.005 METERS 09357     |
 JU3809| CB2270 MEETINGHOUSE HILL RM 4               11.600 METERS 17943     |
 JU3809| CB2269 MEETINGHOUSE HILL 2 AZ MK                          3552024.8 |
 JU3809|---------------------------------------------------------------------|
 JU3809
 JU3809                          SUPERSEDED SURVEY CONTROL
 JU3809
 JU3809  NAD 83(1986)-  39 42 46.28594(N)    075 42 39.02324(W) AD(       ) 1
 JU3809  NAD 27      -  39 42 45.89100(N)    075 42 40.28100(W) AD(       ) 1
 JU3809  USBS        -  39 42 43.12000(N)    075 42 20.85000(W) AD(       ) 3
 JU3809  USSD        -  39 42 46.28000(N)    075 42 40.12100(W) AD(       ) 3
 JU3809
 JU3809.Superseded values are not recommended for survey control.
 JU3809
 JU3809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3809.See file dsdata.pdf to determine how the superseded data were derived.
 JU3809
 JU3809_MARKER: DS = TRIANGULATION STATION DISK
 JU3809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3809_STAMPING: MEETING HOUSE HILL 1845 1935 1958
 JU3809_MARK LOGO: CGS
 JU3809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3809+STABILITY: SURFACE MOTION
 JU3809
 JU3809  HISTORY     - Date     Condition        Report By
 JU3809  HISTORY     - 1845     MONUMENTED
 JU3809  HISTORY     - 1881     GOOD             CGS
 JU3809  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JU3809  HISTORY     - 1958     SEE DESCRIPTION  CGS
 JU3809  HISTORY     - 19910805 GOOD             USPSQD
 JU3809
 JU3809                          STATION DESCRIPTION
 JU3809
 JU3809'DESCRIBED BY COAST AND GEODETIC SURVEY 1881
 JU3809'ON THE HIGHEST PART OF THE HILL, IN THE NORTHERN CORNER OF THE
 JU3809'CROSSROADS, ON LAND BELONGING TO JOSEPH GILBERT.
 JU3809'
 JU3809'THE STATION IS 73.2 FEET FROM LARGE OAK TREE ON OPPOSITE SIDE OF ROAD
 JU3809'AND DIRECTLY BEHIND HOUSE IN WESTERN CORNER OF CROSSROADS.  69.4 FEET
 JU3809'FROM CENTER OF ROAD LEADING TOWARD THE N, AND ABOUT 250 METERS FROM
 JU3809'GRAND VIEW.  MARKING NOT KNOWN.
 JU3809
 JU3809                          STATION RECOVERY (1935)
 JU3809
 JU3809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU3809'STATION RECOVERED.  ORIGINAL DESCRIPTION OBSOLETE AND INDEFINITE WITH
 JU3809'CONFLICTING AND QUESTIONABLE MEASUREMENTS.  THE STATION WAS RECOVERED
 JU3809'BY ESTABLISHING A NEW STATION AND COMPUTING INVERSELY.  THE
 JU3809'EARTHENWARE CONE, WITH A WAGON BOLT IN ITS CENTER WAS RECOVERED 2-1/2
 JU3809'FEET BELOW THE SURFACE OF THE GROUND.  THE NEW MEASUREMENTS ARE ALL
 JU3809'MADE FROM THE CENTER OF THE WAGON BOLT IN THE CONE.  A CONNECTION WAS
 JU3809'MADE TO THE NEW STATION.  THE CONE WAS BROKEN BY A CROWBAR WHILE
 JU3809'DIGGING SO THE STATION WAS RE-MARKED BY A STANDARD DISK SET IN
 JU3809'CONCRETE, THE TOP BEING 2.0 FEET BELOW THE SURFACE OF THE GROUND.  THE
 JU3809'CONCRETE WAS POURED INTO THE HOLE.  ALL MEASUREMENTS TO THE BOLT IN
 JU3809'THE CENTER OF THE CONE WERE MADE WHILE ITS ORIGINAL POSITION WAS
 JU3809'INTACT.  THE DISK WAS CAREFULLY CENTERED OVER THE OLD STATION.
 JU3809'
 JU3809'STATION IS REACHED FROM INTERSECTION OF NORTH CHAPEL AND MAIN STREETS
 JU3809'IN NEWARK, DEL. BY GOING EAST ON MAIN STREET 0.3 MILE, THEN BEAR LEFT
 JU3809'ON U.S. HIGHWAY 2, GO 1.9 MILE TO CROSSROADS (CEMETERY AND CHURCH IN
 JU3809'NORTHWEST CORNER).  TURN LEFT ON MACADAM ROAD (WHICH CHANGES INTO A
 JU3809'DIRT ROAD IN ABOUT 0.2 MILE) AND GO 1.0 MILE TO TOP OF POLLY DRUMMOND
 JU3809'HILL AND STATION.
 JU3809'
 JU3809'1935 MEASURMENTS.
 JU3809'
 JU3809'DISTANCE FROM STATION TO MEETING HOUSE HILL (2) 1935.  11.725 METERS
 JU3809'(38.470 FEET).
 JU3809'
 JU3809'DISTANCE FROM STATION TO CENTERLINE OF N-S ROAD.  71.0 FEET.
 JU3809'
 JU3809'*DISTANCE FROM STATION TO EXTENSION OF WEST FENCE LINE ON N-S ROAD.
 JU3809'50.5 FEET.
 JU3809'
 JU3809'DISTANCE FROM STATION TO NORTHWEST CORNER OF BRICK CHIMNEY ON THE
 JU3809'NORTH SIDE OF HOUSE.  62.0 FEET.
 JU3809'
 JU3809'*DISTANCE FROM STATION TO NORTHEAST CORNER OF OLD BARN.  40.4 FEET.
 JU3809'
 JU3809'DISTANCE FROM STATION TO CENTERLINE OF E-W ROAD.  16.0 FEET.
 JU3809'
 JU3809'DISTANCE FROM STATION TO E-W BARB-WIRE FENCE.  7.9 FEET.
 JU3809'
 JU3809'DISTANCE FROM STATION TO CORNER FENCE POST ON PROPERTY LINE WEST OF
 JU3809'THE WEST SIDE OF BARN.  63.5 FEET.
 JU3809'
 JU3809'STATION IS NOW ON PROPERTY OWNED BY MR. L.B. WIGGINS.  THE HOUSE NEAR
 JU3809'THE STATION IS OWNED BY MR. RICHARD W. COOPER.  THE STANDARD DISK,
 JU3809'MARKING THE STATION, WAS STAMPED MHH 1841-1935.  MHH STANDS FOR
 JU3809'MEETING HOUSE HILL AND THE DATE 1841 WAS STAMPED BY MISTAKE FOR 1845.
 JU3809'
 JU3809'*ONLY ORIGINAL MEASUREMENTS TO CHECK.
 JU3809
 JU3809                          STATION RECOVERY (1958)
 JU3809
 JU3809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JU3809'STATION RECOVERED AS DESCRIBED BY J.B. JR. IN 1935.  A NEW SURFACE
 JU3809'MARK AND REFERENCE MARKS NO. 3 AND 4 WERE ESTABLISHED.  THE AZIMUTH
 JU3809'MARK FOR MEETING HOUSE HILL 2 1935 IS VISIBLE FROM GROUND AND WAS USED
 JU3809'AS AZIMUTH MARK.
 JU3809'
 JU3809'DUE TO LOCATION OF STATION, A TOWER COULD NOT BE BUILT OVER THE MARK.
 JU3809'THEREFORE AN ECCENTRIC POINT WAS OCCUPIED.  A COMPLETE NEW DESCRIPTION
 JU3809'FOLLOWS--
 JU3809'
 JU3809'THE STATION IS LOCATED IN A LAWN ON PROPERTY OF MR. E. SHAKESPEARE ON
 JU3809'THE SUMMIT OF POLLY DRUMMOND HILL ABOUT 2-3/4 MILES NORTHEAST OF
 JU3809'NEWARK AND ABOUT 8-1/2 MILES WEST-SOUTHWEST OF WILMINGTON.
 JU3809'
 JU3809'THE STATION IS 20 FEET NORTH-NORTHEAST OF APPROXIMATE CENTERLINE OF
 JU3809'DRIVEWAY, 55 FEET NORTH OF NORTHWEST CORNER OF THE HOUSE, 32 FEET
 JU3809'EAST-NORTHEAST OF UTILITY POLE, 14-1/2 FEET EAST-NORTHEAST OF
 JU3809'APPROXIMATE CENTERLINE OF DRIVEWAY AND 71 FEET WEST OF APPROXIMATE
 JU3809'CENTERLINE OF ROAD.  IT IS A STANDARD STATION DISK SET IN A 12X12 INCH
 JU3809'CONCRETE MONUMENT, FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 JU3809'MEETING HOUSE HILL 1845 1935 1958.  NOTE-1A 7A.
 JU3809'
 JU3809'REFERENCE MARK NO. 4 IS 25 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 JU3809'HOUSE, 15 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF GARAGE AND 15
 JU3809'FEET SOUTH-SOUTHEAST OF APPROXIMATE CENTERLINE OF DRIVEWAY.  IT IS A
 JU3809'STANDARD REFERENCE DISK SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK.
 JU3809'IT IS SET FLUSH AND THE DISK IS STAMPED MEETING HOUSE HILL NO 4, 1845.
 JU3809'
 JU3809'REFERENCE MARK NO. 3 IS 22 FEET WEST OF APPROXIMATE CENTERLINE OF
 JU3809'ROAD, 23-1/2 FEET NORTH OF APPROXIMATE CENTERLINE OF DRIVEWAY, 47-1/2
 JU3809'FEET NORTH OF NORTHEAST CORNER OF HOUSE AND 38 FEET SOUTH OF A
 JU3809'TELEVISION ANTENNA POLE.  IT IS A STANDARD DISK SET IN A 12X12 INCH
 JU3809'CONCRETE MONUMENT, FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 JU3809'MEETING HOUSE HILL NO 3 1845. NOTE-11A
 JU3809'
 JU3809'AZIMUTH MARK IS 16 FEET EAST OF APPROXIMATE CENTERLINE OF ROAD, 19
 JU3809'FEET SOUTH OF FENCE CORNER 1 FOOT WEST OF FENCELINE AND 2 FEET
 JU3809'SOUTHEAST OF POWERLINE POLE NO. 52.  IT IS A STANDARD AZIMUTH MARK
 JU3809'DISK SET IN A 12X12 INCH CONCRETE MONUMENT, PROJECTS 6 INCHES AND THE
 JU3809'DISK IS STAMPED MEETING HOUSE HILL 2 1935. NOTE-16A.
 JU3809'
 JU3809'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 2, 72 AND 273 (S.
 JU3809'CHAPEL ST. AND DELAWARE AVE.) IN NEWARK, GO EASTERLY ON STATE HIGHWAYS
 JU3809'NO. 2 AND 273 FOR 0.75 MILE TO JUNCTION OF STATE HIGHWAYS NO. 2 AND
 JU3809'273.  KEEP STRAIGHT AHEAD THRU UNDER PASS ON CAPITOL TRAIL AND GO
 JU3809'NORTH THENCE EASTERLY FOR 1.7 MILE TO SIDE ROAD LEFT AT CEMETERY ON
 JU3809'THE LEFT.  TURN LEFT AND GO NORTHERLY ON SURFACED ROAD FOR 1.0 MILE TO
 JU3809'TOP OF HILL AND STATION ON THE LEFT IN LAWN AS DESCRIBED.
 JU3809
 JU3809                          STATION RECOVERY (1991)
 JU3809
 JU3809'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHK)
 JU3809'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3685 ***********************************************************************
 JU3685  DESIGNATION -  MEMORIAL
 JU3685  PID         -  JU3685
 JU3685  STATE/COUNTY-  DE/NEW CASTLE
 JU3685  COUNTRY     -  US
 JU3685  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3685
 JU3685                         *CURRENT SURVEY CONTROL
 JU3685  ______________________________________________________________________
 JU3685* NAD 83(1991) POSITION- 39 41 25.55252(N) 075 31 27.52182(W)   ADJUSTED
 JU3685* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 JU3685  ______________________________________________________________________
 JU3685  GEOID HEIGHT    -        -33.092 (meters)                     GEOID18
 JU3685  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 JU3685  HORZ ORDER      -  SECOND
 JU3685
 JU3685.The horizontal coordinates were established by classical geodetic methods
 JU3685.and adjusted by the National Geodetic Survey in January 1992.
 JU3685
 JU3685.The orthometric height was scaled from a topographic map.
 JU3685
 JU3685.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3685.GEOID18 height accuracy estimate available here.
 JU3685
 JU3685.Click photographs - Photos may exist for this station.
 JU3685
 JU3685.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3685
 JU3685. The following values were computed from the NAD 83(1991) position.
 JU3685
 JU3685;                    North         East     Units Scale Factor Converg.
 JU3685;SPC DE       -   187,663.681   190,766.453   MT  0.99999605   -0 04 07.5
 JU3685;SPC DE       -   615,693.26    625,872.94   sFT  0.99999605   -0 04 07.5
 JU3685;UTM  18      - 4,393,530.405   455,043.353   MT  0.99962488   -0 20 05.5
 JU3685
 JU3685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3685!SPC DE       -   1.00000523  x   0.99999605  =   1.00000128
 JU3685!UTM  18      -   1.00000523  x   0.99962488  =   0.99963011
 JU3685
 JU3685:                Primary Azimuth Mark                     Grid Az
 JU3685:SPC DE       -  MEMORIAL AZ MK                           284 13 23.3
 JU3685:UTM  18      -  MEMORIAL AZ MK                           284 29 21.3
 JU3685
 JU3685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5504393530(NAD 83)
 JU3685
 JU3685|---------------------------------------------------------------------|
 JU3685| PID    Reference Object                     Distance      Geod. Az  |
 JU3685|                                                           dddmmss.s |
 JU3685| CB2275 MEMORIAL RM 1                         5.788 METERS 09539     |
 JU3685| JU3737 WILMINGTON ATLAS POWDER N TANK      APPROX. 1.5 KM 2825129.7 |
 JU3685| CB2274 MEMORIAL AZ MK                                     2840915.8 |
 JU3685| CB2276 MEMORIAL RM 2                         6.702 METERS 30909     |
 JU3685|---------------------------------------------------------------------|
 JU3685
 JU3685                          SUPERSEDED SURVEY CONTROL
 JU3685
 JU3685  NAD 83(1986)-  39 41 25.54689(N)    075 31 27.52763(W) AD(       ) 2
 JU3685  NAD 27      -  39 41 25.14050(N)    075 31 28.81560(W) AD(       ) 2
 JU3685
 JU3685.Superseded values are not recommended for survey control.
 JU3685
 JU3685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3685.See file dsdata.pdf to determine how the superseded data were derived.
 JU3685
 JU3685_MARKER: DS = TRIANGULATION STATION DISK
 JU3685_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU3685_SP_SET: SIDEWALK
 JU3685_STAMPING: MEMORIAL 1958
 JU3685_MARK LOGO: CGS
 JU3685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3685
 JU3685  HISTORY     - Date     Condition        Report By
 JU3685  HISTORY     - 1958     MONUMENTED       CGS
 JU3685  HISTORY     - 1965     GOOD             CGS
 JU3685
 JU3685                          STATION DESCRIPTION
 JU3685
 JU3685'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 JU3685'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF THE
 JU3685'POST OFFICE IN WILMINGTON AND 4 MILES NORTHEAST OF THE NEW
 JU3685'CASTLE COUNTY-WILMINGTON AIRPORT, ON THE WEST BRIDGE
 JU3685'ABUTMENT OF THE DELAWARE MEMORIAL BRIDGE OVER THE
 JU3685'DELAWARE RIVER.  IN THE APPROXIMATE CENTER OF THE SIDEWALK
 JU3685'WHERE IT IS WIDER OVER THE BRIDGE ABUTMENT THAT SUPPORTS
 JU3685'THE CABLE ON THE NORTH SIDE OF THE BRIDGE.  THE STATION IS
 JU3685'102 FEET EAST OF A 45 MILE SPEED LIMIT SIGN, 19 FEET WEST
 JU3685'OF THE WEST END OF THE STEEL CABLE HOUSING, 7 FEET SOUTH
 JU3685'OF THE CONCRETE BANISTER AND 5 FEET NORTH OF THE NORTH
 JU3685'EDGE OF THE CURBING.
 JU3685'
 JU3685'TO REACH THE STATION FROM THE TOLL GATES OF THE DELAWARE
 JU3685'MEMORIAL BRIDGE.  GO EAST ON U.S. HIGHWAY 40 FOR 1.25 MILES
 JU3685'TO THE LARGE ABUTMENT WHERE THE SIDEWALK GETS WIDER AND
 JU3685'THE STATION ON THE LEFT, NORTH, SIDE OF THE BRIDGE, AS
 JU3685'DESCRIBED.
 JU3685'
 JU3685'THE AZIMUTH MARK IS IN THE LARGE CONCRETE PROCTOR DIVIDER
 JU3685'AT THE EAST SIDE OF TOLL BOOTH NUMBER 8, AS DESCRIBED.
 JU3685'
 JU3685'THE STATION MARK, A STANDARD DISK STAMPED MEMORIAL 1958,
 JU3685'IS SET IN A DRILL HOLE WITH CONCRETE IN THE TOP OF A
 JU3685'CONCRETE SIDEWALK FLUSH WITH THE SURFACE OF THE
 JU3685'SIDEWALK.
 JU3685'
 JU3685'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED MEMORIAL
 JU3685'NO 1 1958, IS SET IN A DRILL HOLE WITH CONCRETE IN THE
 JU3685'TOP OF A CONCRETE SIDEWALK FLUSH WITH THE SURFACE OF THE
 JU3685'SIDEWALK.  IT IS 11 FEET NORTH OF THE CONCRETE CURBING
 JU3685'AND 6 INCHES SOUTH OF THE NORTH CONCRETE BANISTER AND
 JU3685'3 FEET WEST OF THE WEST END OF THE STEEL CABLE
 JU3685'HOUSING.
 JU3685'
 JU3685'REFERENCE MARK NO 2, A STANDARD DISK STAMPED MEMORIAL NO 2
 JU3685'1958, IS SET IN A DRILL HOLE WITH CONCRETE FLUSH WITH THE
 JU3685'SURFACE OF THE SIDEWALK.  IT IS 11 FEET NORTH OF THE NORTH
 JU3685'EDGE OF THE CURBING AND 6 INCHES SOUTH OF THE CONCRETE
 JU3685'BANISTER.
 JU3685'
 JU3685'THE AZIMUTH MARK, A STANDARD DISK STAMPED MEMORIAL 1958,
 JU3685'IS SET IN A DRILL HOLE WITH CONCRETE IN THE TOP OF A LARGE
 JU3685'CONCRETE PROCTOR DIVIDER, WHICH PROJECTS ABOUT 3-FEET ABOVE
 JU3685'THE SURFACE OF THE PAVEMENT.  IT IS 4 FEET EAST OF THE
 JU3685'EAST SIDE OF TOLL GATE BOOTH NUMBER 8.
 JU3685
 JU3685                          STATION RECOVERY (1965)
 JU3685
 JU3685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 JU3685'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 JU3685'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 JU3685'
 JU3685'NO MEASUREMENTS WERE CHECKED DUE TO INABILITY TO PARK ON
 JU3685'THE BRIDGE.
 JU3685'
 JU3685'NOTE--STOPPING ON BRIDGE BY POLICE CARS ONLY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1366 ***********************************************************************
 HU1366  DESIGNATION -  METAL
 HU1366  PID         -  HU1366
 HU1366  STATE/COUNTY-  DE/SUSSEX
 HU1366  COUNTRY     -  US
 HU1366  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU1366
 HU1366                         *CURRENT SURVEY CONTROL
 HU1366  ______________________________________________________________________
 HU1366* NAD 83(1991) POSITION- 38 38 40.90793(N) 075 04 02.34884(W)   ADJUSTED
 HU1366* NAVD 88 ORTHO HEIGHT -     1.84  (+/-2cm)        6.0   (feet) VERTCON3
 HU1366  ______________________________________________________________________
 HU1366  GEOID HEIGHT    -        -35.707 (meters)                     GEOID18
 HU1366  LAPLACE CORR    -          0.45  (seconds)                    DEFLEC18
 HU1366  HORZ ORDER      -  SECOND
 HU1366  VERT ORDER      -  THIRD ? (See Below)
 HU1366
 HU1366.The horizontal coordinates were established by classical geodetic methods
 HU1366.and adjusted by the National Geodetic Survey in January 1992.
 HU1366
 HU1366.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1366
 HU1366.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1366.GEOID18 height accuracy estimate available here.
 HU1366
 HU1366.The vertical order pertains to the NGVD 29 superseded value.
 HU1366
 HU1366.Click photographs - Photos may exist for this station.
 HU1366
 HU1366.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1366
 HU1366. The following values were computed from the NAD 83(1991) position.
 HU1366
 HU1366;                    North         East     Units Scale Factor Converg.
 HU1366;SPC DE       -    71,620.541   230,413.379   MT  1.00000639   +0 13 05.4
 HU1366;SPC DE       -   234,975.06    755,947.89   sFT  1.00000639   +0 13 05.4
 HU1366;UTM  18      - 4,277,351.540   494,141.678   MT  0.99960042   -0 02 31.3
 HU1366
 HU1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1366!SPC DE       -   1.00000531  x   1.00000639  =   1.00001170
 HU1366!UTM  18      -   1.00000531  x   0.99960042  =   0.99960573
 HU1366
 HU1366:                Primary Azimuth Mark                     Grid Az
 HU1366:SPC DE       -  MUSTARD                                  297 53 46.2
 HU1366:UTM  18      -  MUSTARD                                  298 09 22.9
 HU1366
 HU1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9414177351(NAD 83)
 HU1366
 HU1366|---------------------------------------------------------------------|
 HU1366| PID    Reference Object                     Distance      Geod. Az  |
 HU1366|                                                           dddmmss.s |
 HU1366| HU1394 INDIAN RIVER COAST GUARD TOWER      APPROX. 4.0 KM 1740311.6 |
 HU1366| DC7540 METAL RM 1                           16.432 METERS 19040     |
 HU1366| DC7541 METAL RM 2                           17.032 METERS 28705     |
 HU1366| HU1421 MUSTARD                             APPROX. 6.7 KM 2980651.6 |
 HU1366| HU1373 REHOBOTH BEACH MUNICIPAL TANK       APPROX. 8.1 KM 3504617.0 |
 HU1366|---------------------------------------------------------------------|
 HU1366
 HU1366                          SUPERSEDED SURVEY CONTROL
 HU1366
 HU1366  NAD 83(1986)-  38 38 40.89130(N)    075 04 02.36246(W) AD(       ) 2
 HU1366  NAD 27      -  38 38 40.49082(N)    075 04 03.71063(W) AD(       ) 2
 HU1366  NGVD 29               2.08   (m)            6.8    (f) LEVELING    3  
 HU1366
 HU1366.Superseded values are not recommended for survey control.
 HU1366
 HU1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1366.See file dsdata.pdf to determine how the superseded data were derived.
 HU1366
 HU1366_MARKER: DS = TRIANGULATION STATION DISK
 HU1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1366_STAMPING: METAL 1962
 HU1366_MARK LOGO: CGS
 HU1366_PROJECTION: FLUSH
 HU1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1366+STABILITY: SURFACE MOTION
 HU1366
 HU1366  HISTORY     - Date     Condition        Report By
 HU1366  HISTORY     - 1962     MONUMENTED       CGS
 HU1366  HISTORY     - 1966     GOOD             LOCENG
 HU1366  HISTORY     - 1970     SEE DESCRIPTION  NGS
 HU1366  HISTORY     - 1972     MARK NOT FOUND   NGS
 HU1366
 HU1366                          STATION DESCRIPTION
 HU1366
 HU1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1366'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH OF REHOBOTH
 HU1366'BEACH AND 2.5 MILES NORTH OF THE INDIAN RIVER INLET.  ON THE
 HU1366'PROPERTY OWNED BY THE STATE.
 HU1366'
 HU1366'TO REACH THE STATION FROM THE POST OFFICE IN REHOBOTH BEACH,
 HU1366'GO SOUTH ON CITY ROUTE 14, FOR 1.4 MILES TO THE JUNCTION OF
 HU1366'BYPASS HIGHWAY 14, CONTINUE SOUTH ON HIGHWAY 14 FOR 3.6 MILES
 HU1366'TO A TALL STEEL TOWER ON THE LEFT AND STATION.
 HU1366'
 HU1366'STATION IS A STANDARD DISK STAMPED METAL 1962, SET IN 10 X 10
 HU1366'INCH SQUARE CONCRETE MONUMENT, THAT IS FLUSH WITH THE
 HU1366'GROUND.  IT IS 10.5 FEET SOUTHEAST OF THE NORTHWEST
 HU1366'LEG OF THE TOWER.  10.0 FEET SOUTHWEST OF THE NORTHEAST LEG
 HU1366'OF THE TOWER.  11.0 FEET NORTHWEST OF THE SOUTHEAST LEG OF
 HU1366'THE TOWER.  11.0 FEET NORTHEAST OF THE SOUTHWEST LEG OF THE
 HU1366'TOWER.
 HU1366'
 HU1366'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED METAL NO. 1
 HU1366'1962, SET IN A 10 X 10 INCH SQUARE CONCRETE MONUMENT, PROJECTING
 HU1366'6 INCH FROM THE GROUND.  IT IS 1.4 FEET WEST OF A STANDARD
 HU1366'METAL WITNESS POST.  44.4 FEET SOUTH OF A FOUR LEGGED TOWER
 HU1366'48.5 FEET SOUTH OF THE SOUTHEAST LEG OF THE TOWER.
 HU1366'
 HU1366'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED METAL NO 2
 HU1366'1962, SET IN A 12 X 12 INCH SQUARE CONCRETE MONUMENT, THAT IS
 HU1366'FLUSH WITH THE GROUND.  IT IS 1.9 FEET SOUTH OF A STANDARD
 HU1366'METAL WITNESS POST.  46.0 NORTHWEST OF THE NORTHWEST OF LEG
 HU1366'OF TOWER.  51.7 FEET NORTHWEST OF THE SOUTHWEST LEG OF THE
 HU1366'TOWER.  300 FEET EAST OF DIRT ROAD.
 HU1366'
 HU1366'HEIGHT OF LIGHT ABOVE STATION MARK 1.32 METERS.
 HU1366
 HU1366                          STATION RECOVERY (1966)
 HU1366
 HU1366'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966 (RTF)
 HU1366'RECOVERED BY BE BEAVIN CO.
 HU1366'
 HU1366'STATION AND R.M. 2 FOUND IN GOOD CONDITION.  R.M. 1 LAYING
 HU1366'OVER ON ITS SIDE.  REHOBOTH TANK IS VISIBLE FROM GROUND.
 HU1366
 HU1366                          STATION RECOVERY (1970)
 HU1366
 HU1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1366'LOST.  THE STEEL TOWER HAS BEEN TORN DOWN, BUT ITS FOOTINGS
 HU1366'STILL REMAIN.  A BROKEN MONUMENT WAS FOUND WHICH IS BELIEVED
 HU1366'TO HAVE BEEN THE STATION MARK.
 HU1366'
 HU1366'RM 1 WAS REPORTED DESTROYED IN 1966.
 HU1366'
 HU1366'RM 2 WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 HU1366'DESCRIPTION IS ADEQUATE FOR THE RECOVERY OF THE RM WITH THE
 HU1366'FOLLOWING ADDITION--IT IS ABOUT 250 FEET EAST OF EAST LANE OF
 HU1366'PAVED ROAD.
 HU1366'
 HU1366'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1366'5 MILES SOUTH REHOBOTH BEACH.
 HU1366
 HU1366                          STATION RECOVERY (1972)
 HU1366
 HU1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HU1366'THE STATION WAS SEARCHED FOR BUT NOT FOUND.  REFERENCE MARK 1
 HU1366'WAS NOT FOUND.  THEY WERE BELIEVED DESTROYED DURING THE
 HU1366'DEMOLITION OF THE LOOKOUT TOWER WHICH WAS IN THE AREA OF
 HU1366'THIS STATION.  REFERENCE MARK 2 WAS RECOVERED AND FOUND IN
 HU1366'GOOD CONDITION.  A ATTEMPT WAS MADE AT THIS TIME TO
 HU1366'RE-CONSTRUCT THE STATION BUT TRIANGULATION STATION ROUND
 HU1366'1962 COULD NOT BE GOTTEN INTO.  (SEE DESCRIPTION THEREOF) IN
 HU1366'THE FUTURE IF ACCESS TO STATION ROUND IS GOTTEN THIS STATION
 HU1366'WILL BE RE-ESTABLISHED WITH THE DISTANCE TO THE LONE
 HU1366'REFERENCE MARK AND THE DIRECTION TO ROUND 1962.  THERE IS NO
 HU1366'OTHER OBJECTS VISIBLE FROM THE GROUND.
 HU1366'
 HU1366'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1366'5 MILES SOUTH OF REHOBOTH BEACH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3807 ***********************************************************************
 JU3807  DESIGNATION -  MIDDLE BRIDGE N COUNTERPOISE
 JU3807  PID         -  JU3807
 JU3807  STATE/COUNTY-  DE/NEW CASTLE
 JU3807  COUNTRY     -  US
 JU3807  USGS QUAD   -  SAINT GEORGES (2016)
 JU3807
 JU3807                         *CURRENT SURVEY CONTROL
 JU3807  ______________________________________________________________________
 JU3807* NAD 83(1991) POSITION- 39 32 33.22819(N) 075 43 32.38746(W)   ADJUSTED
 JU3807  ______________________________________________________________________
 JU3807  GEOID HEIGHT    -        -33.282 (meters)                     GEOID18
 JU3807  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 JU3807  HORZ ORDER      -  THIRD
 JU3807
 JU3807.The horizontal coordinates were established by classical geodetic methods
 JU3807.and adjusted by the National Geodetic Survey in January 1992.
 JU3807
 JU3807.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3807.GEOID18 height accuracy estimate available here.
 JU3807
 JU3807.Click photographs - Photos may exist for this station.
 JU3807
 JU3807.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3807
 JU3807. The following values were computed from the NAD 83(1991) position.
 JU3807
 JU3807;                    North         East     Units Scale Factor Converg.
 JU3807;SPC DE       -   171,286.456   173,438.479   MT  1.00000368   -0 11 48.2
 JU3807;SPC DE       -   561,962.31    569,022.74   sFT  1.00000368   -0 11 48.2
 JU3807;SPC MD       -   209,005.174   509,541.542   MT  1.00001750   +0 47 59.3
 JU3807;SPC MD       -   685,711.14  1,671,720.88   sFT  1.00001750   +0 47 59.3
 JU3807;UTM  18      - 4,377,239.634   437,645.947   MT  0.99964787   -0 27 43.2
 JU3807
 JU3807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3764577239(NAD 83)
 JU3807
 JU3807                          SUPERSEDED SURVEY CONTROL
 JU3807
 JU3807  NAD 83(1986)-  39 32 33.22112(N)    075 43 32.39373(W) AD(       ) 3
 JU3807  NAD 27      -  39 32 32.82400(N)    075 43 33.63000(W) AD(       ) 3
 JU3807
 JU3807.Superseded values are not recommended for survey control.
 JU3807
 JU3807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3807.See file dsdata.pdf to determine how the superseded data were derived.
 JU3807
 JU3807
 JU3807  HISTORY     - Date     Condition        Report By
 JU3807  HISTORY     - 1934     FIRST OBSERVED   CGS
 JU3807  HISTORY     - 1943     GOOD             CGS
 JU3807  HISTORY     - 1946     GOOD             CGS
 JU3807  HISTORY     - 20050817 MARK NOT FOUND   GEOCAC
 JU3807
 JU3807                          STATION DESCRIPTION
 JU3807
 JU3807'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (RLS)
 JU3807'STATION IS LOCATED ABOUT 4.5 MILES E OF CHESAPEAKE CITY, ALONG
 JU3807'THE DELAWARE-CHESAPEAKE CANAL, AT SUMMIT BRIDGE, ON STATE HIGHWAY
 JU3807'71.  THE STATION IS THE CENTER OF THE BRIDGES N ELEVATED
 JU3807'COUNTERPOISE STRUCTURE.
 JU3807
 JU3807                          STATION RECOVERY (1946)
 JU3807
 JU3807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3807'STATION RECOVERED IN GOOD CONDITION.
 JU3807
 JU3807                          STATION RECOVERY (2005)
 JU3807
 JU3807'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU3807'THE BRIDGE HAS BEEN RAZED AND REPLACED WITH A NEW BRIDGE ABOUT 0.67
 JU3807'MILES TO THE WEST.  NO TRACE OF THE OLD BRIDGE REMAINS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3806 ***********************************************************************
 JU3806  DESIGNATION -  MIDDLE BRIDGE S COUNTERPOISE
 JU3806  PID         -  JU3806
 JU3806  STATE/COUNTY-  DE/NEW CASTLE
 JU3806  COUNTRY     -  US
 JU3806  USGS QUAD   -  SAINT GEORGES (2016)
 JU3806
 JU3806                         *CURRENT SURVEY CONTROL
 JU3806  ______________________________________________________________________
 JU3806* NAD 83(1991) POSITION- 39 32 31.09213(N) 075 43 31.76509(W)   ADJUSTED
 JU3806  ______________________________________________________________________
 JU3806  GEOID HEIGHT    -        -33.284 (meters)                     GEOID18
 JU3806  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 JU3806  HORZ ORDER      -  THIRD
 JU3806
 JU3806.The horizontal coordinates were established by classical geodetic methods
 JU3806.and adjusted by the National Geodetic Survey in January 1992.
 JU3806
 JU3806.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3806.GEOID18 height accuracy estimate available here.
 JU3806
 JU3806.Click photographs - Photos may exist for this station.
 JU3806
 JU3806.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3806
 JU3806. The following values were computed from the NAD 83(1991) position.
 JU3806
 JU3806;                    North         East     Units Scale Factor Converg.
 JU3806;SPC DE       -   171,220.528   173,453.114   MT  1.00000367   -0 11 47.8
 JU3806;SPC DE       -   561,746.02    569,070.76   sFT  1.00000367   -0 11 47.8
 JU3806;SPC MD       -   208,939.510   509,557.321   MT  1.00001738   +0 47 59.7
 JU3806;SPC MD       -   685,495.71  1,671,772.64   sFT  1.00001738   +0 47 59.7
 JU3806;UTM  18      - 4,377,173.663   437,660.272   MT  0.99964785   -0 27 42.8
 JU3806
 JU3806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3766077173(NAD 83)
 JU3806
 JU3806                          SUPERSEDED SURVEY CONTROL
 JU3806
 JU3806  NAD 83(1986)-  39 32 31.08501(N)    075 43 31.77148(W) AD(       ) 3
 JU3806  NAD 27      -  39 32 30.68700(N)    075 43 33.00900(W) AD(       ) 3
 JU3806
 JU3806.Superseded values are not recommended for survey control.
 JU3806
 JU3806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3806.See file dsdata.pdf to determine how the superseded data were derived.
 JU3806
 JU3806
 JU3806  HISTORY     - Date     Condition        Report By
 JU3806  HISTORY     - 1934     FIRST OBSERVED   CGS
 JU3806  HISTORY     - 1943     GOOD             CGS
 JU3806  HISTORY     - 1946     GOOD             CGS
 JU3806  HISTORY     - 20050817 MARK NOT FOUND   GEOCAC
 JU3806
 JU3806                          STATION DESCRIPTION
 JU3806
 JU3806'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (RLS)
 JU3806'STATION IS LOCATED ABOUT 4.5 MILES E OF CHESAPEAKE CITY, ALONG
 JU3806'THE DELAWARE-CHESAPEAKE CANAL, AT SUMMIT BRIDGE, ON STATE
 JU3806'HIGHWAY 71.  THE STATION IS THE CENTER OF THE BRIDGES S ELEVATED
 JU3806'COUNTERPOISE STRUCTURE.
 JU3806
 JU3806                          STATION RECOVERY (1946)
 JU3806
 JU3806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3806'STATION RECOVERED IN GOOD CONDITION.
 JU3806
 JU3806                          STATION RECOVERY (2005)
 JU3806
 JU3806'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU3806'THE BRIDGE HAS BEEN RAZED AND REPLACED WITH A NEW BRIDGE ABOUT 0.67
 JU3806'MILES TO THE WEST.  NO TRACE OF THE OLD BRIDGE REMAINS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3439 ***********************************************************************
 JU3439  DESIGNATION -  MIDDLETOWN STANDPIPE
 JU3439  PID         -  JU3439
 JU3439  STATE/COUNTY-  DE/NEW CASTLE
 JU3439  COUNTRY     -  US
 JU3439  USGS QUAD   -  MIDDLETOWN (2016)
 JU3439
 JU3439                         *CURRENT SURVEY CONTROL
 JU3439  ______________________________________________________________________
 JU3439* NAD 83(1991) POSITION- 39 27 08.96662(N) 075 42 56.91376(W)   ADJUSTED
 JU3439  ______________________________________________________________________
 JU3439  GEOID HEIGHT    -        -33.519 (meters)                     GEOID18
 JU3439  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 JU3439  HORZ ORDER      -  THIRD
 JU3439
 JU3439.The horizontal coordinates were established by classical geodetic methods
 JU3439.and adjusted by the National Geodetic Survey in January 1992.
 JU3439
 JU3439.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3439.GEOID18 height accuracy estimate available here.
 JU3439
 JU3439.Click photographs - Photos may exist for this station.
 JU3439
 JU3439.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3439
 JU3439. The following values were computed from the NAD 83(1991) position.
 JU3439
 JU3439;                    North         East     Units Scale Factor Converg.
 JU3439;SPC DE       -   161,283.302   174,252.310   MT  1.00000316   -0 11 24.3
 JU3439;SPC DE       -   529,143.63    571,692.79   sFT  1.00000316   -0 11 24.3
 JU3439;UTM  18      - 4,367,236.386   438,413.225   MT  0.99964670   -0 27 17.5
 JU3439
 JU3439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3841367236(NAD 83)
 JU3439
 JU3439                          SUPERSEDED SURVEY CONTROL
 JU3439
 JU3439  NAD 83(1986)-  39 27 08.95912(N)    075 42 56.92148(W) AD(       ) 3
 JU3439  NAD 27      -  39 27 08.56000(N)    075 42 58.17000(W) AD(       ) 3
 JU3439
 JU3439.Superseded values are not recommended for survey control.
 JU3439
 JU3439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3439.See file dsdata.pdf to determine how the superseded data were derived.
 JU3439
 JU3439_MARKER: 52 = STANDPIPE TANK
 JU3439
 JU3439  HISTORY     - Date     Condition        Report By
 JU3439  HISTORY     - 1934     FIRST OBSERVED   CGS
 JU3439  HISTORY     - 1943     GOOD             CGS
 JU3439  HISTORY     - 20000303 GOOD             USPSQD
 JU3439  HISTORY     - 20060922 GOOD             GEOCAC
 JU3439
 JU3439                          STATION DESCRIPTION
 JU3439
 JU3439'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (RLS)
 JU3439'THE STATION IS A GREY STANDPIPE OF THE MIDDLETOWN WATERWORKS
 JU3439'IN THE NE QUARTER OF TOWN, 12 METERS N OF LAKE STREET, AND ABOUT
 JU3439'32 METERS W OF COCKS STREET.
 JU3439
 JU3439                          STATION RECOVERY (2000)
 JU3439
 JU3439'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU3439'RECOVERED IN GOOD CONDITION.
 JU3439
 JU3439                          STATION RECOVERY (2006)
 JU3439
 JU3439'RECOVERY NOTE BY GEOCACHING 2006 (APC)
 JU3439'STATION OBSERVED IN NORTHWEST QUADRANT OF THE INTERSECTION OF LAKE
 JU3439'STREET AND COX STREET.
 JU3439'
 JU3439'STANDPIPE IS NOW A FADED BLUE-GREEN COLOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1365 ***********************************************************************
 HU1365  DESIGNATION -  MIDWAY
 HU1365  PID         -  HU1365
 HU1365  STATE/COUNTY-  DE/SUSSEX
 HU1365  COUNTRY     -  US
 HU1365  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU1365
 HU1365                         *CURRENT SURVEY CONTROL
 HU1365  ______________________________________________________________________
 HU1365* NAD 83(1991) POSITION- 38 40 11.38517(N) 075 04 04.86566(W)   ADJUSTED
 HU1365* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 HU1365  ______________________________________________________________________
 HU1365  GEOID HEIGHT    -        -35.695 (meters)                     GEOID18
 HU1365  LAPLACE CORR    -          0.53  (seconds)                    DEFLEC18
 HU1365  HORZ ORDER      -  THIRD
 HU1365
 HU1365.The horizontal coordinates were established by classical geodetic methods
 HU1365.and adjusted by the National Geodetic Survey in January 1992.
 HU1365
 HU1365.The orthometric height was scaled from a topographic map.
 HU1365
 HU1365.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1365.GEOID18 height accuracy estimate available here.
 HU1365
 HU1365.Click photographs - Photos may exist for this station.
 HU1365
 HU1365.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1365
 HU1365. The following values were computed from the NAD 83(1991) position.
 HU1365
 HU1365;                    North         East     Units Scale Factor Converg.
 HU1365;SPC DE       -    74,410.247   230,341.910   MT  1.00000633   +0 13 04.3
 HU1365;SPC DE       -   244,127.62    755,713.42   sFT  1.00000633   +0 13 04.3
 HU1365;UTM  18      - 4,280,140.409   494,082.906   MT  0.99960043   -0 02 33.0
 HU1365
 HU1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1365!SPC DE       -   1.00000517  x   1.00000633  =   1.00001150
 HU1365!UTM  18      -   1.00000517  x   0.99960043  =   0.99960560
 HU1365
 HU1365:                Primary Azimuth Mark                     Grid Az
 HU1365:SPC DE       -  INLET                                    178 15 23.7
 HU1365:UTM  18      -  INLET                                    178 31 01.0
 HU1365
 HU1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9408280140(NAD 83)
 HU1365
 HU1365|---------------------------------------------------------------------|
 HU1365| PID    Reference Object                     Distance      Geod. Az  |
 HU1365|                                                           dddmmss.s |
 HU1365| HU1367 INLET                               APPROX. 4.1 KM 1782828.0 |
 HU1365| HU1372 INDIAN RIVER CG CUPOLA              APPROX. 4.0 KM 1784141.0 |
 HU1365| HU1422 ARNOLDS BARN CUPOLA                 APPROX. 6.0 KM 2931457.0 |
 HU1365| HU1369 ELLA DODDS HOUSE CHIMNEY            APPROX. 4.9 KM 3042619.8 |
 HU1365| HU1361 REHOBOTH BEACH LIFE SAVING STA      APPROX. 2.8 KM 3514108.4 |
 HU1365|---------------------------------------------------------------------|
 HU1365
 HU1365                          SUPERSEDED SURVEY CONTROL
 HU1365
 HU1365  NAD 83(1986)-  38 40 11.36876(N)    075 04 04.87769(W) AD(       ) 3
 HU1365  NAD 27      -  38 40 10.97159(N)    075 04 06.22183(W) AD(       ) 3
 HU1365  USSD        -  38 40 11.35100(N)    075 04 06.02400(W) AD(       ) 3
 HU1365
 HU1365.Superseded values are not recommended for survey control.
 HU1365
 HU1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1365.See file dsdata.pdf to determine how the superseded data were derived.
 HU1365
 HU1365_MARKER: DS = TRIANGULATION STATION DISK
 HU1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1365+STABILITY: SURFACE MOTION
 HU1365
 HU1365  HISTORY     - Date     Condition        Report By
 HU1365  HISTORY     - 1909     MONUMENTED       CGS
 HU1365  HISTORY     - 1920     GOOD             CGS
 HU1365  HISTORY     - 1934     MARK NOT FOUND   CGS
 HU1365
 HU1365                          STATION DESCRIPTION
 HU1365
 HU1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (ES)
 HU1365'THIS STATION IS ON A SLIGHT ELEVATION OF SAND ABOUT 1/4 MILE
 HU1365'N OF THE HALF-WAY HOUSE BETWEEN REHOBOTH LIFE SAVING STATION
 HU1365'AND THE INDIAN RIVER LIFE SAVING STATION.  IT IS VERY MUCH
 HU1365'NEARER THE OCEAN THAN REHOBOTH BAY.  WHEN THE SIGNAL IS GONE
 HU1365'AND THE MARKS COVERED WITH SAND IT WILL BE BEST LOCATED BY
 HU1365'DIRECTIONS TO THE LIFE SAVING STATION AND OTHER TRIANGULATION
 HU1365'STATIONS.
 HU1365'
 HU1365'THE MARKS ARE AS FOLLOWS--A COPPER TRIANGULATION STATION MARK
 HU1365'SET IN CEMENT 1/2 FOOT BELOW SURFACE AND COVERED WITH
 HU1365'SAND.  ABOVE THIS IS A CEMENT BLOCK IN WHICH IS SET 1-INCH
 HU1365'GALVANIZED-IRON PIPE 18 INCHES LONG IN WHICH IS FASTENED A
 HU1365'COPPER TRIANGULATION MARK.  NO REFERENCE MARK WAS PUT IN.
 HU1365
 HU1365                          STATION RECOVERY (1920)
 HU1365
 HU1365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1920 (HAS)
 HU1365'SIGNAL ERECTED IN 1919 STILL STANDING AND USED AS A HYDROGRAPHIC
 HU1365'SIGNAL IN 1920.  SITE NOT VISITED.
 HU1365
 HU1365                          STATION RECOVERY (1934)
 HU1365
 HU1365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1365'NO TRACE OF STATION OR REFERENCE MARKS COULD BE FOUND AFTER A
 HU1365'THOROUGH SEARCH OVER A LARGE AREA IN THE VICINITY.  IF THE
 HU1365'STATION STILL EXISTS, ALL OF THE MARKS ARE COVERED BY SAND.  NO
 HU1365'EFFORT WAS MADE TO LOCATE THE EXACT POSITION OF THE OLD
 HU1365'STATION BY PLANE TABLE OR OTHER MEANS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3817 ***********************************************************************
 JU3817  DESIGNATION -  MILFORD
 JU3817  PID         -  JU3817
 JU3817  STATE/COUNTY-  DE/NEW CASTLE
 JU3817  COUNTRY     -  US
 JU3817  USGS QUAD   -  NEWARK EAST (2016)
 JU3817
 JU3817                         *CURRENT SURVEY CONTROL
 JU3817  ______________________________________________________________________
 JU3817* NAD 83(2011) POSITION- 39 43 12.98002(N) 075 44 45.61361(W)   ADJUSTED
 JU3817* NAD 83(2011) ELLIP HT-    71.324 (meters)        (06/27/12)   ADJUSTED
 JU3817* NAD 83(2011) EPOCH   -  2010.00
 JU3817* NAVD 88 ORTHO HEIGHT -   104.30  (+/-2cm)      342.2   (feet) VERTCON3
 JU3817  ______________________________________________________________________
 JU3817  GEOID HEIGHT    -        -32.953 (meters)                     GEOID18
 JU3817  NAD 83(2011) X  -  1,209,601.619 (meters)                     COMP
 JU3817  NAD 83(2011) Y  - -4,761,425.768 (meters)                     COMP
 JU3817  NAD 83(2011) Z  -  4,054,190.153 (meters)                     COMP
 JU3817  LAPLACE CORR    -          1.19  (seconds)                    DEFLEC18
 JU3817  VERT ORDER      -  THIRD ? (See Below)
 JU3817
 JU3817  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU3817  Standards:
 JU3817         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU3817            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU3817  -------------------------------------------------------------------
 JU3817  NETWORK    1.88   2.06           0.68   0.80   1.05      0.44339382
 JU3817  -------------------------------------------------------------------
 JU3817  Click here for local accuracies and other accuracy information.
 JU3817
 JU3817.The horizontal coordinates were established by GPS observations
 JU3817.and adjusted by the National Geodetic Survey in June 2012.
 JU3817
 JU3817.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU3817.been affixed to the stable North American tectonic plate. See 
 JU3817.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU3817
 JU3817.The horizontal coordinates are valid at the epoch date displayed above
 JU3817.which is a decimal equivalence of Year/Month/Day.
 JU3817
 JU3817.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3817
 JU3817.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3817.GEOID18 height accuracy estimate available here.
 JU3817
 JU3817.The vertical order pertains to the NGVD 29 superseded value.
 JU3817
 JU3817.Click photographs - Photos may exist for this station.
 JU3817
 JU3817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3817
 JU3817.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3817
 JU3817.The ellipsoidal height was determined by GPS observations
 JU3817.and is referenced to NAD 83.
 JU3817
 JU3817. The following values were computed from the NAD 83(2011) position.
 JU3817
 JU3817;                    North         East     Units Scale Factor Converg.
 JU3817;SPC DE       -   191,023.199   171,762.326   MT  1.00000481   -0 12 37.7
 JU3817;SPC DE       -   626,715.28    563,523.56   sFT  1.00000481   -0 12 37.7
 JU3817;SPC MD       -   228,710.412   507,522.149   MT  1.00005847   +0 47 13.4
 JU3817;SPC MD       -   750,360.74  1,665,095.58   sFT  1.00005847   +0 47 13.4
 JU3817;SPC PA S     -    44,913.542   771,817.356   MT  1.00004015   +1 18 00.6
 JU3817;SPC PA S     -   147,353.85  2,532,204.11   sFT  1.00004015   +1 18 00.6
 JU3817;UTM  18      - 4,396,976.928   436,061.929   MT  0.99965033   -0 28 36.3
 JU3817
 JU3817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3817!SPC DE       -   0.99998881  x   1.00000481  =   0.99999362
 JU3817!SPC MD       -   0.99998881  x   1.00005847  =   1.00004728
 JU3817!SPC PA S     -   0.99998881  x   1.00004015  =   1.00002896
 JU3817!UTM  18      -   0.99998881  x   0.99965033  =   0.99963914
 JU3817
 JU3817:                Primary Azimuth Mark                     Grid Az
 JU3817:SPC DE       -  DREW CROW RESET                          237 48 29.5
 JU3817:SPC MD       -  DREW CROW RESET                          236 48 38.4
 JU3817:SPC PA S     -  DREW CROW RESET                          236 17 51.2
 JU3817:UTM  18      -  DREW CROW RESET                          238 04 28.1
 JU3817
 JU3817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3606196976(NAD 83)
 JU3817
 JU3817|---------------------------------------------------------------------|
 JU3817| PID    Reference Object                     Distance      Geod. Az  |
 JU3817|                                                           dddmmss.s |
 JU3817| CB2281 MILFORD AZ MK 2                                    0240500.1 |
 JU3817| CB2283 MILFORD RM 1                         37.103 METERS 03055     |
 JU3817| JU3656 HERCULES POWDER CO HIGH TANK        APPROX.10.0 KM 0660441.2 |
 JU3817| CB2284 MILFORD RM 2                         33.448 METERS 12441     |
 JU3817| JU3954 NORTH EAST MICROWAVE TOWER          APPROX.23.6 KM 2215317.0 |
 JU3817| JU3821 DREW CROW RESET                     APPROX. 4.9 KM 2373551.8 |
 JU3817| CB2282 MILFORD AZ MK                                      2495550.5 |
 JU3817|---------------------------------------------------------------------|
 JU3817
 JU3817                          SUPERSEDED SURVEY CONTROL
 JU3817
 JU3817  NAD 83(2007)-  39 43 12.98025(N)    075 44 45.61457(W) AD(2002.00) 0
 JU3817  ELLIP H (02/10/07)   71.318  (m)                       GP(2002.00)    
 JU3817  ELLIP H (08/30/02)   71.339  (m)                       GP(       ) 4 2
 JU3817  NAD 83(1991)-  39 43 12.98071(N)    075 44 45.61449(W) AD(       ) 1
 JU3817  ELLIP H (09/15/93)   71.334  (m)                       GP(       ) 3 2
 JU3817  NAD 83(1991)-  39 43 12.97433(N)    075 44 45.61245(W) AD(       ) 2
 JU3817  NAD 83(1986)-  39 43 12.96861(N)    075 44 45.61848(W) AD(       ) 2
 JU3817  NAD 27      -  39 43 12.56900(N)    075 44 46.85500(W) AD(       ) 2
 JU3817  NGVD 29             104.65   (m)          343.3    (f) LEVELING    3  
 JU3817
 JU3817.Superseded values are not recommended for survey control.
 JU3817
 JU3817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3817.See file dsdata.pdf to determine how the superseded data were derived.
 JU3817
 JU3817_MARKER: DS = TRIANGULATION STATION DISK
 JU3817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3817_STAMPING: MILFORD 1935
 JU3817_MARK LOGO: CGS
 JU3817_PROJECTION: FLUSH
 JU3817_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3817+STABILITY: SURFACE MOTION
 JU3817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3817+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2003
 JU3817
 JU3817  HISTORY     - Date     Condition        Report By
 JU3817  HISTORY     - 1935     MONUMENTED       CGS
 JU3817  HISTORY     - 1961     GOOD             CGS
 JU3817  HISTORY     - 1983     GOOD             USPSQD
 JU3817  HISTORY     - 19920325 GOOD
 JU3817  HISTORY     - 20011203 GOOD             NGS
 JU3817  HISTORY     - 20030307 GOOD             USPSQD
 JU3817  HISTORY     - 20040218 MARK NOT FOUND   GEOCAC
 JU3817  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU3817
 JU3817                          STATION DESCRIPTION
 JU3817
 JU3817'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU3817'THIS IS A FIRST-ORDER STATION, LOCATED ABOUT 2-1/2 MILES N OF
 JU3817'NEWARK, DELAWARE, 11 MILES WSW OF CENTER OF WILMINGTON, DELAWARE, ON
 JU3817'STATE HIGHWAY PROPERTY IN TRIANGULAR-SHAPED PIECE OF LAND AT THE
 JU3817'INTERSECTION OF TWO ROADS AND 34.5 FEET SE OF THE CENTER OF THE
 JU3817'ROAD, 17.5 FEET SW OF CENTER OF ROAD AND 30.5 FEET N OF CENTER
 JU3817'OF ROAD.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 JU3817'
 JU3817'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JU3817'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 JU3817'
 JU3817'REFERENCE MARK NO.1 IS SET IN CONCRETE 22.5 FEET E OF ROAD
 JU3817'GOING N, 75 FEET NE OF N POINT OF TRIANGLE, 1 FOOT W OF FENCE,
 JU3817'AND 37.109 METERS NE OF STATION.  IT PROJECTS 4 INCHES.
 JU3817'
 JU3817'REFERENCE MARK NO.2 IS SET IN CONCRETE 33.452 METERS SE OF
 JU3817'STATION, 42.5 FEET NE OF E POINT OF TRIANGLE, 4 FEET W OF
 JU3817'TELEPHONE POLE AND 1 FOOT S OF FENCE.  IT PROJECTS 2 INCHES.
 JU3817'
 JU3817'AZIMUTH MARK IS LOCATED APPROXIMATELY 0.3 MILE SW OF STATION
 JU3817'IN YARD OF ABANDONED HOUSE, FORMERLY THE RANKIN FARM, NOW OWNED BY
 JU3817'HALLECK DUPONT.  AZIMUTH MARK IS LOCATED APPROXIMATELY AT
 JU3817'INTERSECTION OF TWO ROWS OF MAPLE TREES, 10 PACES E OF 36-INCH
 JU3817'TREE, 15 PACES NW OF 4-FOOT TREE AND 35 PACES E OF NE CORNER
 JU3817'OF HOUSE.  TO REACH FROM STATION, GO 100 YARDS W TO DIRT ROAD
 JU3817'LEFT, TURN LEFT AND FOLLOW STRAIGHT ROAD 0.3 MILE TO AZIMUTH MARK.
 JU3817'
 JU3817'TO REACH STATION FROM STRICKERSVILLE, PA., GO S ON ROUTE 796,
 JU3817'0.2 MILE TO MACADAM ROAD LEFT, TURN LEFT AND GO 1.8 MILES TO
 JU3817'T-ROAD, TURN RIGHT AND GO 1.1 MILES TO STATION SITE.
 JU3817'
 JU3817'A 90-FOOT TOWER CLEARED ALL LINES.
 JU3817'
 JU3817'NO CUT-INS V.G.
 JU3817
 JU3817                          STATION RECOVERY (1961)
 JU3817
 JU3817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3817'THE STATION MARK, REFERENCE MARKS NUMBER 1 AND 2 WAS RECOVERED
 JU3817'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK
 JU3817'WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS BELIEVED TO OF BEEN
 JU3817'DESTROYED BY CONSTRUCTION OF A GOLF COURSE.  A NEW AZIMUTH MARK
 JU3817'WAS ESTABLISHED.
 JU3817'
 JU3817'A COMPLETE DESCRIPTION FOLLOWS--
 JU3817'
 JU3817'TO REACH THE STATION FROM THE EASTERN SECTION OF NEWARK, GO NORTH
 JU3817'ON STATE HIGHWAY 72 AND CHAPPEL STREET FOR 2.25 MILES TO A
 JU3817'CROSS ROAD AND A LARGE FACTORY ON THE LEFT, TURN LEFT AND GO
 JU3817'WEST-NORTHWEST ON A CONCRETE HIGHWAY FOR 0.45 MILE TO A Y-FORK
 JU3817'AND THE STATION AS DESCRIBED.
 JU3817'
 JU3817'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHEAST
 JU3817'ON A NARROW CONCRETE DRIVEWAY FOR 0.17 MILE TO THE AZIMUTH MARK
 JU3817'ON THE RIGHT AS DESCRIBED.
 JU3817'
 JU3817'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED MILFORD
 JU3817'AZI 1961, IS SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH
 JU3817'PROJECTS 1 INCH ABOVE THE GROUND SURFACE AND DESCRIBED BY
 JU3817'NOTE 11A.  IT IS 1.8 FEET SOUTH-SOUTHWEST OF A STANDARD METAL
 JU3817'WITNESS POST AND MARKER, 8.2 FEET WEST-NORTHWEST OF A FENCE LINE,
 JU3817'20.7 FEET EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF THE
 JU3817'CONCRETE DRIVE WAY AND 34.1 FEET NORTHEAST OF A TELEPHONE POLE
 JU3817'NUMBER 23.
 JU3817'
 JU3817'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JU3817
 JU3817                          STATION RECOVERY (1983)
 JU3817
 JU3817'RECOVERY NOTE BY US POWER SQUADRON 1983 (JCK)
 JU3817'AZIMUTH MARK 1961 WAS RECOVERED IN GOOD CONDITION.
 JU3817'
 JU3817'BOOK DESCRIPTION GOOD BUT FACTORY SHOULD BE REPLACED BY OPPOSITE
 JU3817'DUPONT ENGINEERING BLDGS LOUVIER, AT PRESENT MARKER AS UNDER
 JU3817'WIRE FENCE, ABOUT 20 FEET S OF THE Y ENTRANCE TO 9 FEET RD.
 JU3817
 JU3817                          STATION RECOVERY (1992)
 JU3817
 JU3817'RECOVERED 1992
 JU3817'RECOVERED IN GOOD CONDITION.
 JU3817
 JU3817                          STATION RECOVERY (2001)
 JU3817
 JU3817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU3817'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU3817
 JU3817                          STATION RECOVERY (2003)
 JU3817
 JU3817'RECOVERY NOTE BY US POWER SQUADRON 2003 (RBG)
 JU3817'CHANGE DESCRIPTION - THERE IS NO LONGER A WITNESS POST, NO FENCE, AND
 JU3817'NO TELEPHONE POLE.  POWER IN THE AREA IS NOW UNDERGROUND CABLE.
 JU3817
 JU3817                          STATION RECOVERY (2004)
 JU3817
 JU3817'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JU3817'RECOVERY NOTE BY GEOCAC (WD) STATION MARK NOT FOUND.  REFERENCE MARKS
 JU3817'NUMBER 1 AND 2 AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION. THE
 JU3817'TRIANGULAR PIECE OF LAND FORMED BY THE INTERSECTION OF THOMPSON
 JU3817'STATION ROAD AND NINE FOOT ROAD HAS BEEN BISECTED BY A PAVED EXTENSION
 JU3817'OF NINE FOOT ROAD.
 JU3817'REFERENCE MARK NUMBER 1 WAS RECOVERED AS DESCRIBED.
 JU3817'REFERENCE MARK NUMBER 2 WAS LOCATED ABOUT 17.0 FEET (5.18M) NORTHWEST
 JU3817'OF UTILITY POLE 43063 42492 AND ABOUT 12 FEET (3.65 M) NORTH OF A WOOD
 JU3817'RAIL FENCE.
 JU3817'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED.
 JU3817
 JU3817                          STATION RECOVERY (2013)
 JU3817
 JU3817'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3817'THE NEW AZIMUTH MARK THAT WAS ESTABLISHED IN 1961 WAS RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1318 ***********************************************************************
 HU1318  DESIGNATION -  MILITARY
 HU1318  PID         -  HU1318
 HU1318  STATE/COUNTY-  DE/SUSSEX
 HU1318  COUNTRY     -  US
 HU1318  USGS QUAD   -  CAPE HENLOPEN (2016)
 HU1318
 HU1318                         *CURRENT SURVEY CONTROL
 HU1318  ______________________________________________________________________
 HU1318* NAD 83(1991) POSITION- 38 46 32.91309(N) 075 06 02.03941(W)   ADJUSTED
 HU1318* NAVD 88 ORTHO HEIGHT -    35.1   (meters)      115.    (feet) VERTCON3
 HU1318  ______________________________________________________________________
 HU1318  GEOID HEIGHT    -        -35.633 (meters)                     GEOID18
 HU1318  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 HU1318  HORZ ORDER      -  SECOND
 HU1318
 HU1318.The horizontal coordinates were established by classical geodetic methods
 HU1318.and adjusted by the National Geodetic Survey in January 1992.
 HU1318
 HU1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1318
 HU1318.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1318.GEOID18 height accuracy estimate available here.
 HU1318
 HU1318.Click photographs - Photos may exist for this station.
 HU1318
 HU1318.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1318
 HU1318. The following values were computed from the NAD 83(1991) position.
 HU1318
 HU1318;                    North         East     Units Scale Factor Converg.
 HU1318;SPC DE       -    86,164.818   227,468.715   MT  1.00000429   +0 11 52.7
 HU1318;SPC DE       -   282,692.41    746,286.94   sFT  1.00000429   +0 11 52.7
 HU1318;UTM  18      - 4,291,903.169   491,264.355   MT  0.99960094   -0 03 46.7
 HU1318
 HU1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1318!SPC DE       -   1.00000009  x   1.00000429  =   1.00000438
 HU1318!UTM  18      -   1.00000009  x   0.99960094  =   0.99960103
 HU1318
 HU1318:                Primary Azimuth Mark                     Grid Az
 HU1318:SPC DE       -  MILITARY AZ MK                           353 06 57.0
 HU1318:UTM  18      -  MILITARY AZ MK                           353 22 36.4
 HU1318
 HU1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9126491903(NAD 83)
 HU1318
 HU1318|---------------------------------------------------------------------|
 HU1318| PID    Reference Object                     Distance      Geod. Az  |
 HU1318|                                                           dddmmss.s |
 HU1318| HU1319 MILITARY RM 1                        49.346 METERS 16005     |
 HU1318| DC7547 MILITARY RM 2                        50.898 METERS 25343     |
 HU1318| DC7546 MILITARY AZ MK                                     3531849.7 |
 HU1318|---------------------------------------------------------------------|
 HU1318
 HU1318                          SUPERSEDED SURVEY CONTROL
 HU1318
 HU1318  NAD 83(1986)-  38 46 32.89991(N)    075 06 02.04834(W) AD(       ) 2
 HU1318  NAD 27      -  38 46 32.49613(N)    075 06 03.39557(W) AD(       ) 2
 HU1318  NGVD 29 (07/19/86)   35.3    (m)          116.     (f) VERT ANG       
 HU1318
 HU1318.Superseded values are not recommended for survey control.
 HU1318
 HU1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1318.See file dsdata.pdf to determine how the superseded data were derived.
 HU1318
 HU1318_MARKER: DS = TRIANGULATION STATION DISK
 HU1318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU1318_SP_SET: RANGE CONTROL TOWER ROOF
 HU1318_STAMPING: MILITARY 1962
 HU1318_MARK LOGO: CGS
 HU1318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU1318
 HU1318  HISTORY     - Date     Condition        Report By
 HU1318  HISTORY     - 1962     MONUMENTED       CGS
 HU1318  HISTORY     - 1969     GOOD             CGS
 HU1318  HISTORY     - 1975     GOOD             NGS
 HU1318
 HU1318                          STATION DESCRIPTION
 HU1318
 HU1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1318'THE STATION IS LOCATED ABOUT 2.0 MILES EAST OF LEWES, DELAWARE,
 HU1318'ON THE TOP AND CENTER OF AN OLD ABANDONED U.S. ARMY ARTILLERY
 HU1318'RANGE CONTROL TOWER ABOUT 60.0 FEET IN HEIGHT AND ON THE
 HU1318'U.S. ARMY FORT MILES RESERVATION.
 HU1318'
 HU1318'TO REACH THE STATION FROM THE POST OFFICE IN LEWES, DELAWARE.  GO
 HU1318'EAST ON MAIN STREET FOR 0.05 MILE TO THE INTERSECTION OF
 HU1318'GILLS NECK ROAD AND SAVANNAH ROAD.  TURN LEFT AND GO NORTHEAST
 HU1318'ON SAVANNAH ROAD FOR 0.47 MILE TO A FORK, FORT MILES ROAD.  TAKE
 HU1318'THE RIGHT HAND FORK AND GO SOUTHEAST ON FORT MILES ROAD FOR 1.62
 HU1318'MILES TO THE MAIN GUARD GATE INTO THE FORT MILES RESERVATION.
 HU1318'PASS THROUGH THE GATE AND GO EAST ABOUT 50.0 FEET ON POST LANE TO
 HU1318'THE INTERSECTION OF ENGINEER ROAD ON THE RIGHT.  TURN RIGHT
 HU1318'AND GO SOUTH ON ENGINEER ROAD FOR 0.29 MILE TO THE
 HU1318'INTERSECTION OF ENGINEER ROAD AND ORDINANCE ROAD AND THE
 HU1318'AZIMUTH MARK IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 HU1318'CONTINUE SOUTH ON ENGINEER ROAD FOR 0.16 MILE TO A
 HU1318'T-INTERSECTION OF HIGH ROAD AND ENGINEER ROAD.  TURN RIGHT
 HU1318'AND GO SOUTHWEST ON HIGH ROAD FOR 0.07 MILE TO THE
 HU1318'INTERSECTION OF STUMP ROAD AND ENGINEER ROAD.  TURN RIGHT
 HU1318'AND GO WEST ON STUMP ROAD FOR 0.07 MILE TO A TRACK ROAD AND
 HU1318'SILO NO. 573 AND THE STATION AS DESCRIBED.
 HU1318'
 HU1318'THE STATION MARK, A STANDARD DISK STAMPED MILITARY 1962, IS
 HU1318'SET IN A DRILL HOLE WITH CONCRETE IN THE TOP AND CENTER OF THE
 HU1318'CONCRETE SILO ROOF ABOUT 3 INCHES LOWER THAN THE TOP OF THE
 HU1318'CONCRETE ROOF IN A 10-INCH SQUARE HOLE.  IT IS 10.0 FEET FROM
 HU1318'THE EDGE OF THE ROOF AND 9.0 FEET FROM THE GUARD RAIL WHICH IS
 HU1318'ABOUT 3.0 FEET HIGH AROUND THE TOP OF THE ROOF.
 HU1318'
 HU1318'REFERENCE MARK 1, A STANDARD DISK STAMPED MILITARY NO 1 1962,
 HU1318'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 HU1318'ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 83.0
 HU1318'FEET SOUTHWEST OF THE WEST EDGE OF BLDG. NO. T560, 45.0 FEET
 HU1318'SOUTH OF THE CENTERLINE OF STUMP ROAD, 26.8 FEET NORTH OF A
 HU1318'POWERLINE POLE WITH NO NUMBER AND 5.0 FEET NORTH OF A STANDARD
 HU1318'METAL WITNESS POST AND MARKER.
 HU1318'
 HU1318'REFERENCE MARK 2, A STANDARD DISK STAMPED MILITARY NO 2 1962,
 HU1318'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HU1318'PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 HU1318'IS 136.0 FEET NORTH OF THE CENTERLINE OF STUMP ROAD, 92.0 FEET
 HU1318'NORTHEAST OF THE NORTH ONE OF TWO ADJOINING POWERLINE POLE
 HU1318'NO. B119 WHICH ARE ABOUT 12.0 FEET APART, 80.6 FEET NORTHWEST
 HU1318'OF POWERLINE POLE NO. 4 AND 3.8 FEET EAST OF A STANDARD METAL
 HU1318'WITNESS POST AND MARKER.
 HU1318'
 HU1318'AZIMUTH MARK, A STANDARD DISK STAMPED MILITARY 1962, IS SET
 HU1318'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 HU1318'ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 43.0
 HU1318'FEET SOUTH OF THE CENTERLINE OF ORDINANCE ROAD, 15.0 FEET EAST
 HU1318'OF THE CENTERLINE OF ENGINEER ROAD, 8.2 FEET NORTH OF FIRE
 HU1318'HYDRANT NO. 510, 3.0 FEET WEST OF POWERLINE POLE NO. B111 AND
 HU1318'1.8 FEET NORTH OF A STANDARD METAL WITNESS POST AND MARKER.
 HU1318'
 HU1318'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
 HU1318
 HU1318                          STATION RECOVERY (1969)
 HU1318
 HU1318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 HU1318'THE TOWER, UPON WHICH STATION IS LOCATED, WAS RECOVERED.  R.M. 2
 HU1318'WAS RECOVERED IN GOOD CONDITION.  IT PROJECTS 1 FOOT ABOVE
 HU1318'GROUND.  R.M. 1 WAS NOT RECOVERED BUT IS BELIEVED TO BE
 HU1318'INTACT.  IT IS BURIED UNDER A LARGE SAND DUNE.  THE FORT
 HU1318'MILES RESERVATION IS NOW CAPE HENLOPEN STATE PARK.  THE ORIGINAL
 HU1318'DESCRIPTION IS ADEQUATE IN OTHER RESPECTS.
 HU1318
 HU1318                          STATION RECOVERY (1975)
 HU1318
 HU1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 HU1318'STATION MARK WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD
 HU1318'CONDITION.  THIS MARK IS SET IN A DRILL HOLE IN ABOUT THE CENTER
 HU1318'OF A CONCRETE SILO ROOF THAT IS ABOUT 60 FEET TALL.  AT THIS
 HU1318'TIME I FOUND A IRON DOOR HAD BEEN PUT AT THE ENTRANCE TO GO
 HU1318'INTO THIS SILO WITH SOME OF THE IRON BARS MISSING.  BY
 HU1318'PASSING THROUGH THE MISSING BARS WAS MY ENTRANCE WAY TO THIS
 HU1318'STATION MARK.  I TALKED TO THE RANGER IN CHARGE AND HE
 HU1318'MENTIONED THAT ANYONE IN NEED TO USE THIS MARK AND THEY COULD
 HU1318'NOT GET TO THE TOP WAS TO CONTACT HIM.  HIS OFFICE IS ABOUT
 HU1318'0.35 MILE NORTH OF THIS STATION SITE.
 HU1318'
 HU1318'REFERENCE MARK NO 1 WAS NOT RECOVERED.
 HU1318'
 HU1318'REFERENCE MARK NO 2 WAS RECOVERED, BUT THE CONCRETE POST WITH
 HU1318'THE DISK STILL INTACT WAS FOUND LYING FLAT WITH THE GROUND
 HU1318'DESTROYED.
 HU1318'
 HU1318'THE AZIMUTH MARK WAS FOUND TO BE IN GOOD CONDITION AS IT IS
 HU1318'DESCRIBED IN THE 1962 DESCRIPTION.
 HU1318'
 HU1318'TO REACH THE STATION SITE FROM IN THE EAST EDGE OF THE TOWN OF
 HU1318'LEWES, AT THE ENTRANCE TO THE CAPE MAY-LEWES FERRY.  GO EASTERLY
 HU1318'FOLLOWING THE PAVED ROAD FOR 0.9 MILE TO FORKS IN THE
 HU1318'ROAD.  KEEP THE RIGHT FORK AND GO SOUTHERLY FOLLOWING A PAVED
 HU1318'ROAD FOR 0.15 MILE TO A SIDE ROAD ON THE RIGHT AND THE RANGER
 HU1318'OFFICE ABOUT 300 WEST.  CONTINUE ON FOR ABOUT 0.1 MILE TO
 HU1318'ANOTHER SIDE ROAD ON THE RIGHT.   CONTINUE ON
 HU1318'SOUTHERLY FOR 0.1 MILE TO FORKS IN THE ROAD, TAKE THE RIGHT
 HU1318'FORK AND CONTINUE ON SOUTHWESTERLY FOR 0.15 MILE TO A GUARD
 HU1318'SHELTER IN THE CENTER OF THE ROAD, CONTINUE ON FOR ABOUT
 HU1318'100 FEET TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO
 HU1318'WEST FOR ABOUT 0.1 MILE TO THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1319 ***********************************************************************
 HU1319  DESIGNATION -  MILITARY RM 1
 HU1319  PID         -  HU1319
 HU1319  STATE/COUNTY-  DE/SUSSEX
 HU1319  COUNTRY     -  US
 HU1319  USGS QUAD   -  CAPE HENLOPEN (2016)
 HU1319
 HU1319                         *CURRENT SURVEY CONTROL
 HU1319  ______________________________________________________________________
 HU1319* NAD 83(1991) POSITION- 38 46 31.40850(N) 075 06 01.34320(W)   ADJUSTED
 HU1319* NAVD 88 ORTHO HEIGHT -    14.    (meters)       46.    (feet) SCALED
 HU1319  ______________________________________________________________________
 HU1319  GEOID HEIGHT    -        -35.634 (meters)                     GEOID18
 HU1319  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 HU1319  HORZ ORDER      -  SECOND
 HU1319
 HU1319.The horizontal coordinates were established by classical geodetic methods
 HU1319.and adjusted by the National Geodetic Survey in January 1992.
 HU1319
 HU1319.The orthometric height was scaled from a topographic map.
 HU1319
 HU1319.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1319.GEOID18 height accuracy estimate available here.
 HU1319
 HU1319.Click photographs - Photos may exist for this station.
 HU1319
 HU1319.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1319
 HU1319. The following values were computed from the NAD 83(1991) position.
 HU1319
 HU1319;                    North         East     Units Scale Factor Converg.
 HU1319;SPC DE       -    86,118.480   227,485.681   MT  1.00000430   +0 11 53.1
 HU1319;SPC DE       -   282,540.38    746,342.61   sFT  1.00000430   +0 11 53.1
 HU1319;UTM  18      - 4,291,856.772   491,281.103   MT  0.99960094   -0 03 46.3
 HU1319
 HU1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1319!SPC DE       -   1.00000343  x   1.00000430  =   1.00000773
 HU1319!UTM  18      -   1.00000343  x   0.99960094  =   0.99960437
 HU1319
 HU1319:                Primary Azimuth Mark                     Grid Az
 HU1319:SPC DE       -  MILITARY AZ MK                           351 16 14.7
 HU1319:UTM  18      -  MILITARY AZ MK                           351 31 54.1
 HU1319
 HU1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9128191856(NAD 83)
 HU1319
 HU1319|---------------------------------------------------------------------|
 HU1319| PID    Reference Object                     Distance      Geod. Az  |
 HU1319|                                                           dddmmss.s |
 HU1319| DC7547 MILITARY RM 2                                      29603     |
 HU1319| HU1318 MILITARY                             49.346 METERS 34005     |
 HU1319| DC7546 MILITARY AZ MK                                     3512807.8 |
 HU1319|---------------------------------------------------------------------|
 HU1319
 HU1319                          SUPERSEDED SURVEY CONTROL
 HU1319
 HU1319  NAD 83(1986)-  38 46 31.39532(N)    075 06 01.35214(W) AD(       ) 2
 HU1319  NAD 27      -  38 46 30.99150(N)    075 06 02.69942(W) AD(       ) 2
 HU1319
 HU1319.Superseded values are not recommended for survey control.
 HU1319
 HU1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1319.See file dsdata.pdf to determine how the superseded data were derived.
 HU1319
 HU1319_MARKER: DR = REFERENCE MARK DISK
 HU1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1319_STAMPING: MILITARY NO 1 1962
 HU1319_MARK LOGO: CGS
 HU1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1319+STABILITY: SURFACE MOTION
 HU1319
 HU1319  HISTORY     - Date     Condition        Report By
 HU1319  HISTORY     - 1962     MONUMENTED       CGS
 HU1319
 HU1319                          STATION DESCRIPTION
 HU1319
 HU1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU1319'REFERENCE MARK 1, A STANDARD DISK STAMPED MILITARY NO 1 1962,
 HU1319'IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 HU1319'ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 83.0
 HU1319'FEET SOUTHWEST OF THE WEST EDGE OF BLDG. NO. T560, 45.0 FEET
 HU1319'SOUTH OF THE CENTERLINE OF STUMP ROAD, 26.8 FEET NORTH OF A
 HU1319'POWERLINE POLE WITH NO NUMBER AND 5.0 FEET NORTH OF A STANDARD
 HU1319'METAL WITNESS POST AND MARKER.
 HU1319'
 HU1319'TO REACH THE STATION SITE FROM IN THE EAST EDGE OF THE TOWN OF
 HU1319'LEWES, AT THE ENTRANCE TO THE CAPE MAY-LEWES FERRY.  GO EASTERLY
 HU1319'FOLLOWING THE PAVED ROAD FOR 0.9 MILE TO FORKS IN THE
 HU1319'ROAD.  KEEP THE RIGHT FORK AND GO SOUTHERLY FOLLOWING A PAVED
 HU1319'ROAD FOR 0.15 MILE TO A SIDE ROAD ON THE RIGHT AND THE RANGER
 HU1319'OFFICE ABOUT 300 WEST.  CONTINUE ON FOR ABOUT 0.1 MILE TO
 HU1319'ANOTHER SIDE ROAD ON THE RIGHT.  CONTINUE ON
 HU1319'SOUTHERLY FOR 0.1 MILE TO FORKS IN THE ROAD, TAKE THE RIGHT
 HU1319'FORK AND CONTINUE ON SOUTHWESTERLY FOR 0.15 MILE TO A GUARD
 HU1319'SHELTER IN THE CENTER OF THE ROAD, CONTINUE ON FOR ABOUT
 HU1319'100 FEET TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO
 HU1319'WEST FOR ABOUT 0.1 MILE TO THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1461 ***********************************************************************
 HU1461  DESIGNATION -  MILLERS CREEK
 HU1461  PID         -  HU1461
 HU1461  STATE/COUNTY-  DE/SUSSEX
 HU1461  COUNTRY     -  US
 HU1461  USGS QUAD   -  ASSAWOMAN BAY (2016)
 HU1461
 HU1461                         *CURRENT SURVEY CONTROL
 HU1461  ______________________________________________________________________
 HU1461* NAD 83(1991) POSITION- 38 29 48.36107(N) 075 04 05.72250(W)   ADJUSTED
 HU1461* NAVD 88 ORTHO HEIGHT -     2.2   (meters)        7.    (feet) VERTCON3
 HU1461  ______________________________________________________________________
 HU1461  GEOID HEIGHT    -        -35.855 (meters)                     GEOID18
 HU1461  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 HU1461  HORZ ORDER      -  SECOND
 HU1461
 HU1461.The horizontal coordinates were established by classical geodetic methods
 HU1461.and adjusted by the National Geodetic Survey in January 1992.
 HU1461
 HU1461.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1461
 HU1461.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1461.GEOID18 height accuracy estimate available here.
 HU1461
 HU1461.Click photographs - Photos may exist for this station.
 HU1461
 HU1461.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1461
 HU1461. The following values were computed from the NAD 83(1991) position.
 HU1461
 HU1461;                    North         East     Units Scale Factor Converg.
 HU1461;SPC DE       -    55,198.969   230,394.054   MT  1.00000637   +0 13 00.8
 HU1461;SPC DE       -   181,098.62    755,884.49   sFT  1.00000637   +0 13 00.8
 HU1461;UTM  18      - 4,260,936.891   494,047.934   MT  0.99960044   -0 02 33.0
 HU1461
 HU1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1461!SPC DE       -   1.00000529  x   1.00000637  =   1.00001166
 HU1461!UTM  18      -   1.00000529  x   0.99960044  =   0.99960572
 HU1461
 HU1461:                Primary Azimuth Mark                     Grid Az
 HU1461:SPC DE       -  PHILLIPS                                 132 48 02.5
 HU1461:UTM  18      -  PHILLIPS                                 133 03 36.3
 HU1461
 HU1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9404760936(NAD 83)
 HU1461
 HU1461|---------------------------------------------------------------------|
 HU1461| PID    Reference Object                     Distance      Geod. Az  |
 HU1461|                                                           dddmmss.s |
 HU1461| HU1384 POLE AT BEND OF CANAL               APPROX. 2.0 KM 0095137.4 |
 HU1461| HU1398 AUDITORIUM CENTER OF BUILDING       APPROX. 4.8 KM 0102843.8 |
 HU1461| HU1439 PHILLIPS                            APPROX. 2.0 KM 1330103.3 |
 HU1461| HU1445 KIRKLINS HOTEL CHIMNEY              APPROX. 5.3 KM 1621435.4 |
 HU1461| DC7553 MILLERS CREEK RM 3                   44.309 METERS 19034     |
 HU1461| DC7552 MILLERS CREEK RM                     50.530 METERS 23319     |
 HU1461| DC7554 MILLERS CREEK RM 4                   15.458 METERS 31100     |
 HU1461|---------------------------------------------------------------------|
 HU1461
 HU1461                          SUPERSEDED SURVEY CONTROL
 HU1461
 HU1461  NAD 83(1986)-  38 29 48.34324(N)    075 04 05.74383(W) AD(       ) 2
 HU1461  NAD 27      -  38 29 47.94541(N)    075 04 07.09160(W) AD(       ) 2
 HU1461  USSD        -  38 29 48.23700(N)    075 04 06.86700(W) AD(       ) 3
 HU1461  NGVD 29 (07/19/86)    2.4    (m)            8.     (f) VERT ANG       
 HU1461
 HU1461.Superseded values are not recommended for survey control.
 HU1461
 HU1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1461.See file dsdata.pdf to determine how the superseded data were derived.
 HU1461
 HU1461_MARKER: DS = TRIANGULATION STATION DISK
 HU1461_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HU1461_MARK LOGO: CGS
 HU1461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1461
 HU1461  HISTORY     - Date     Condition        Report By
 HU1461  HISTORY     - 1909     MONUMENTED       CGS
 HU1461  HISTORY     - 1934     MARK NOT FOUND   CGS
 HU1461  HISTORY     - 1961     GOOD             CGS
 HU1461  HISTORY     - 1962     GOOD             CGS
 HU1461  HISTORY     - 1962     GOOD             CGS
 HU1461  HISTORY     - 1962     GOOD             CGS
 HU1461  HISTORY     - 1975     POOR             NGS
 HU1461
 HU1461                          STATION DESCRIPTION
 HU1461
 HU1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (ES)
 HU1461'THIS IS ON THE HIGHEST LAND JUST S OF THE MOUTH OF MILLERS
 HU1461'CREEK.  APPROACHING THE STATION BY WATER IT APPEARS TO BE AT
 HU1461'A POINT OF WOODS BUT THESE WOODS ARE HAMMOCKS.  WHEN PLOTTED
 HU1461'ON THE CHART IT WILL NOT BE DIFFICULT TO FIND.
 HU1461'
 HU1461'STATION IS MARKED WITH A BOTTLE IN CEMENT 3 FEET BELOW
 HU1461'SURFACE AND ABOVE THIS A BLOCK OF CEMENT WITH COPPER
 HU1461'TRIANGULATION MARK FASTENED IN A 1-INCH GALVANIZED-IRON PIPE
 HU1461'18 INCHES LONG.
 HU1461'
 HU1461'THE REFERENCE MARK IS NEAR THE WOODS AND IS A BOTTLE BOTTOM
 HU1461'UP IN CEMENT 3 FEET BELOW SURFACE OVER WHICH IS A CEMENT POST
 HU1461'FINISHED 8 INCHES SQUARE.
 HU1461
 HU1461                          STATION RECOVERY (1934)
 HU1461
 HU1461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1461'NO TRACE OF STATION OR REFERENCE MARKS COULD BE FOUND AFTER
 HU1461'AN EXTENSIVE SEARCH.  THIS STATION WAS UNDOUBTEDLY LOST IN
 HU1461'1929 WHEN SEARCHED FOR BY C.F. EHLERS, BUT SINCE NO RECOVERY
 HU1461'NOTE WAS AVAILABLE, IT WAS SEARCHED FOR AGAIN BY THIS
 HU1461'PARTY.  STATION MILLER CREEK 2, ESTABLISHED BY C.F. EHLERS
 HU1461'IN 1929, IS IN THIS GENERAL LOCALITY.
 HU1461'
 HU1461'STATION MILLERS CREEK, 1909, SHOULD BE REMOVED FROM THE
 HU1461'RECORDS.
 HU1461
 HU1461                          STATION RECOVERY (1961)
 HU1461
 HU1461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 HU1461'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 HU1461'NO. 1 WAS THOROUGHLY SEARCHED FOR, BUT NOT FOUND.  TRACTORS HAVE
 HU1461'BEEN WORKING IN THIS AREA AND THE REFERENCE MARK HAS PROBABLY
 HU1461'BEEN DESTROYED.  REFERENCE MARK NO. 2 WAS NOT FOUND IN 1942,
 HU1461'NOR BY THIS PARTY.  THE STATION IS 136 FT. N.E. OF 12 INCH
 HU1461'TRIANGULAR BLAZED TREE.
 HU1461
 HU1461                          STATION RECOVERY (1962)
 HU1461
 HU1461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RMS)
 HU1461'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  R.M. NO 1
 HU1461'COULD NOT BE RECOVERED.  TWO NEW REFERENCE MARKS WERE
 HU1461'ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 HU1461'
 HU1461'THE STATION IS LOCATED ON LOWER MILLER NECK, SOUTH OF THE ENTRANCE
 HU1461'TO MILLERS CREEK, AND JUST WEST OF THE NARROWS ON A WOODED
 HU1461'RIDGE OF HIGH GROUND CALLED FOX RIDGE LYING IN THE MARSH
 HU1461'IMMEDIATELY N OF GOOSE POND.
 HU1461'
 HU1461'TO REACH THE STATION FROM THE INTERSECTION OF DEL. 361 AND
 HU1461'363 GO SOUTH ON DEL. 363.  TURN LEFT ON DEL. 364 AND GO 1.1
 HU1461'MILE TO FORK, TAKE LEFT FORK AND GO 0.6 MILE TO DIRT ROAD ON
 HU1461'RIGHT AND DELAWARE STATE GAME RESERVATION SIGN.  TURN RIGHT
 HU1461'ON DIRT ROAD FOR 1.0 MILE TO DIRT ROAD ON LEFT WITH SIGN TO
 HU1461'STRAWBERRY LANDING.  TURN LEFT AND GO 0.6 MILE AND THEN, TURN
 HU1461'RIGHT AND GO 0.2 MILE TO DIRT ROAD AND STATION SITE ON LEFT.
 HU1461'
 HU1461'THE PREVIOUSLY UNSTAMPED STATION DISK WAS STAMPED *MILLER
 HU1461'CREEK 2 1929 BY THIS PARTY.  THE DISK IS SET IN CONCRETE
 HU1461'FLUSH WITH THE GROUND AT THE BASE OF A CHERRY TREE STUMP
 HU1461'WHICH HAS 2 TWO-INCH CHERRY TREES GROWING NEXT TO IT.  IT IS
 HU1461'24 FT. N OF AN EAST-WEST ROAD, 157.0 FT. E OF A DIRT ROAD
 HU1461'INTERSECTION AND 5 FEET NW OF A STANDARD WITNESS
 HU1461'POST.  REFERENCE MARKS NO 3 AND NO 4 ARE STANDARD REFERENCE
 HU1461'MARK DISKS SET IN 10-INCH SQUARE CONCRETE MONUMENTS FLUSH
 HU1461'WITH THE GROUND AND STAMPED *MILLER CREEK 2 NO 3 1929 AND
 HU1461'MILLER CREEK 2 NO 4 1929, RESPECTIVELY.  R.M. NO 3 IS SW OF
 HU1461'STATION, 70 FEET SSELY OF DIRT ROAD INTERSECTION, 23 FEET E
 HU1461'OF A NORTH-SOUTH ROAD, AND 6 FEET NE OF A 16-INCH PINE
 HU1461'TREE.  R.M. NO 4 IS N OF THE STATION, 75 FEET NORTH OF A
 HU1461'EAST-WEST ROAD, 170 FEET NE OF A DIRT ROAD INTERSECTION,
 HU1461'AND 10 FEET SOUTH OF A MARSH POND.
 HU1461'
 HU1461'*ALL MARKS WERE RESTAMPED MILLERS CREEK 1909 1962.
 HU1461
 HU1461                          STATION RECOVERY (1962)
 HU1461
 HU1461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 HU1461'STATION SURFACE AND UNDERGROUND MARKS WERE RECOVERED AND
 HU1461'FOUND TO BE IN GOOD CONDITION.  A THOROUGH SEARCH WAS MADE
 HU1461'FOR THE ORIGINAL REFERENCE MARK, STATION MILLER CREEK 2 1929,
 HU1461'AND REFERENCE MARK NO. 1.  A TILE FULL OF CONCRETE WITH SIGNS
 HU1461'OF A DISK HAVING BEEN REMOVED WAS FOUND ON TOP OF THE GROUND
 HU1461'IN THE VICINITY.  FROM THE DESCRIPTION THIS COULD HAVE BEEN
 HU1461'EITHER THE STATION MARK OF MILLER CREEK 1929 OR REFERENCE
 HU1461'MARK NO. 1.  THIS STATION MARK AND TWO REFERENCE MARKS
 HU1461'ESTABLISHED BY R.M. SUNDEAN WERE STAMPED IN ERROR AND HAVE
 HU1461'BEEN CHANGED.  THE STATION AND REFERENCE MARKS 3 AND 4 ARE
 HU1461'STAMPED MILLERS CREEK 1909 1962 INSTEAD OF MILLER CREEK
 HU1461'1929.  EXCEPT FOR THE CHANGE IN STAMPING THE 1962
 HU1461'DESCRIPTION BY R.M.S. WAS FOUND TO BE ADEQUATE.
 HU1461
 HU1461                          STATION RECOVERY (1962)
 HU1461
 HU1461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1461'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE FOUND TO BE
 HU1461'IN GOOD CONDITION, AS DESCRIBED.  A NEW TO REACH IS AS FOLLOWS.
 HU1461'
 HU1461'TO REACH THE STATION FROM THE JUNCTION OF STATE
 HU1461'HIGHWAYS 14 AND 26 IN BETHANY BEACH DELAWARE, GO WEST FOR 0.1 MILE
 HU1461'TO A SIDE ROAD LEFT AND BETHANY BEACH POST OFFICE,
 HU1461'TURN LEFT AND GO SOUTH FOR 0.45 MILE TO A SIDE ROAD LEFT,
 HU1461'CONTINUE AHEAD FOR 1.0 MILE TO A SIDE ROAD LEFT JUST AFTER
 HU1461'CROSSING ASSAWOMAN CANAL, TURN LEFT AND GO 2.15 MILES TO A
 HU1461'REVERSE Y FORK, CONTINUE AHEAD FOR 1.25 MILES TO A FORK AND
 HU1461'SIGN CAMP BARNES TURN LEFT, EASTERLY, FOR 1.2 MILES TO A FORK
 HU1461'AND SIGN CAMP BARNES WITH TOWN AND COUNTRY BEAUTY SALON ON
 HU1461'THE RIGHT, TAKE LEFT FORK, NORTHEAST, AND GO 0.65 MILE TO A
 HU1461'SAND ROAD RIGHT AND SIGN ASSAWOMAN WILDLIFE AREA, TURN
 HU1461'RIGHT, EAST AND GO 0.4 MILE TO A SIDE ROAD LEFT AND SIGN
 HU1461'SASSAFRAS LANDING, CONTINUE AHEAD, EASTERLY ON A SAND ROAD FOR
 HU1461'0.85 MILE TO A SMALL POND ON THE RIGHT AND A SIDE ROAD
 HU1461'LEFT, TURN LEFT, AND ON SAND ROAD FOR 0.6 MILE TO SIDE ROAD
 HU1461'RIGHT WITH A CHAIN ACROSS THE ROAD AND SIGN STATE GAME
 HU1461'MANAGEMENT REFUGE, NO TRESPASSING, TURN RIGHT, SOUTHEAST
 HU1461'FOR 0.2 MILE BETWEEN PONDS ON A ELEVATED ROAD TO A STAND OF
 HU1461'PINE TREES AND A FORK, TAKE THE LEFT FORK FOR 250 FEET TO
 HU1461'THE STATION AND A STANDARD METAL WITNESS POST ON THE
 HU1461'LEFT.
 HU1461'
 HU1461'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
 HU1461
 HU1461                          STATION RECOVERY (1975)
 HU1461
 HU1461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 HU1461'THIS STATION SITE WAS RECOVERED BY USING THE 1962 TO REACH
 HU1461'AND IT IS ADEQUATE.
 HU1461'
 HU1461'STATION MARK WAS RECOVERED AND IT WAS STAMPED MILLERS CREEK
 HU1461'2 1909, IT SEEMS TO BE LEANING TO THE WEST SOME, NO ATTEMPT
 HU1461'WAS MADE TO RECOVERED THE SUB-SURFACE MARK.  THIS MARK WAS
 HU1461'FOUND TO BE 151.2 FEET NORTH OF A LONE PINE TREE WITH A 6.2
 HU1461'FEET CIRCUMFERENCE, 24.2 FEET NORTHWEST OF THE CENTER LINE OF
 HU1461'A SAND TRACK ROAD, 1 FOOT WEST OF A STEEL WITNESS POST ABOUT
 HU1461'4 INCHES BELOW THE GROUND LEVEL.
 HU1461'
 HU1461'REFERENCE MARK NO 3 WAS RECOVERED AND IT WAS FOUND TO BE IN
 HU1461'GOOD CONDITION.  IT IS 64.0 FEET SOUTHEAST OF THE CENTER LINE
 HU1461'OF A TRACK ROAD, 24.5 FEET EAST OF THE CENTER LINE OF ANOTHER
 HU1461'SAND ROAD, 6 FEET NORTHEAST OF A LONE PINE TREE WITH A 6.2
 HU1461'FEET CIRCUMFERENCE AND 4 INCHES BELOW THE GROUND LEVEL.
 HU1461'
 HU1461'REFERENCE MARK NO 4 WAS RECOVERED AND IT WAS FOUND TO BE IN
 HU1461'GOOD CONDITION.  IT IS 9 FEET SOUTHEAST OF THE WATERS EDGE, 1
 HU1461'FOOT WEST OF A STEEL WITNESS POST, IN A BRUSH AREA.
 HU1461'
 HU1461'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1461'2.8 MILES SOUTH SOUTHWEST OF BETHANY BEACH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1462 ***********************************************************************
 HU1462  DESIGNATION -  MILLERS CREEK 2
 HU1462  PID         -  HU1462
 HU1462  STATE/COUNTY-  DE/SUSSEX
 HU1462  COUNTRY     -  US
 HU1462  USGS QUAD   -  ASSAWOMAN BAY (2016)
 HU1462
 HU1462                         *CURRENT SURVEY CONTROL
 HU1462  ______________________________________________________________________
 HU1462* NAD 83(1991) POSITION- 38 29 48.22492(N) 075 04 05.95972(W)   ADJUSTED
 HU1462* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 HU1462  ______________________________________________________________________
 HU1462  GEOID HEIGHT    -        -35.855 (meters)                     GEOID18
 HU1462  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 HU1462  HORZ ORDER      -  THIRD
 HU1462
 HU1462.The horizontal coordinates were established by classical geodetic methods
 HU1462.and adjusted by the National Geodetic Survey in January 1992.
 HU1462
 HU1462.The orthometric height was scaled from a topographic map.
 HU1462
 HU1462.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1462.GEOID18 height accuracy estimate available here.
 HU1462
 HU1462.Click photographs - Photos may exist for this station.
 HU1462
 HU1462.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1462
 HU1462. The following values were computed from the NAD 83(1991) position.
 HU1462
 HU1462;                    North         East     Units Scale Factor Converg.
 HU1462;SPC DE       -    55,194.749   230,388.321   MT  1.00000637   +0 13 00.6
 HU1462;SPC DE       -   181,084.77    755,865.68   sFT  1.00000637   +0 13 00.6
 HU1462;UTM  18      - 4,260,932.699   494,042.185   MT  0.99960044   -0 02 33.1
 HU1462
 HU1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1462!SPC DE       -   1.00000535  x   1.00000637  =   1.00001172
 HU1462!UTM  18      -   1.00000535  x   0.99960044  =   0.99960579
 HU1462
 HU1462:                Primary Azimuth Mark                     Grid Az
 HU1462:SPC DE       -  HOTEL TOWER                              012 42 56.8
 HU1462:UTM  18      -  HOTEL TOWER                              012 58 30.5
 HU1462
 HU1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9404260932(NAD 83)
 HU1462
 HU1462|---------------------------------------------------------------------|
 HU1462| PID    Reference Object                     Distance      Geod. Az  |
 HU1462|                                                           dddmmss.s |
 HU1462| HU1401 HOTEL TOWER                         APPROX. 5.2 KM 0125557.4 |
 HU1462| DC7551 MILLERS CREEK 2 RM 2                 11.210 METERS 04414     |
 HU1462| DR1331 SHORELINE REF 1                     114.000 METERS 12806     |
 HU1462| DC7550 MILLERS CREEK 2 RM 1                  5.970 METERS 29929     |
 HU1462| DR1332 SHORELINE REF 2                      45.500 METERS 32101     |
 HU1462|---------------------------------------------------------------------|
 HU1462
 HU1462                          SUPERSEDED SURVEY CONTROL
 HU1462
 HU1462  NAD 83(1986)-  38 29 48.20712(N)    075 04 05.98111(W) AD(       ) 3
 HU1462  NAD 27      -  38 29 47.80563(N)    075 04 07.32769(W) AD(       ) 3
 HU1462
 HU1462.Superseded values are not recommended for survey control.
 HU1462
 HU1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1462.See file dsdata.pdf to determine how the superseded data were derived.
 HU1462
 HU1462_MARKER: DS = TRIANGULATION STATION DISK
 HU1462_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HU1462_STAMPING: MILLERS CREEK 2 1929
 HU1462_MARK LOGO: CGS
 HU1462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1462
 HU1462  HISTORY     - Date     Condition        Report By
 HU1462  HISTORY     - 1929     MONUMENTED       CGS
 HU1462  HISTORY     - 1934     GOOD             CGS
 HU1462  HISTORY     - 1942     GOOD             CGS
 HU1462  HISTORY     - 1962     MARK NOT FOUND   CGS
 HU1462
 HU1462                          STATION DESCRIPTION
 HU1462
 HU1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CFE)
 HU1462'SAME APPROXIMATE LOCATION AS MILLER CREEK, 1909.
 HU1462
 HU1462                          STATION RECOVERY (1934)
 HU1462
 HU1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1462'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION.  NO
 HU1462'TRACE OF REFERENCE MARK NO. 2 COULD BE FOUND, AND IT HAS
 HU1462'PROBABLY BEEN DESTROYED, AS ITS LOCATION WAS DETERMINED TO BE
 HU1462'JUST OVER AN OLD FOX DEN THAT HAD RECENTLY BEEN DUG UP BY
 HU1462'HUNTERS.  DESCRIPTION OF MILLER CREEK 2 SHOULD BE AS
 HU1462'FOLLOWS--
 HU1462'
 HU1462'ON LOWER MILLER NECK S OF THE ENTRANCE TO MILLERS CREEK,
 HU1462'AND JUST W OF THE NARROWS.  LOCATED ON THE RIDGE OF
 HU1462'HIGH GROUND CALLED FOX RIDGE LYING IN THE MARSH IMMEDIATELY
 HU1462'N OF GOOSE POND.  THE RIDGE IS WOODED EXCEPT FOR A SMALL
 HU1462'CLEARING ABOUT 100 METERS BACK FROM ITS EASTERN END.  THE
 HU1462'STATION IS SET IN THE W EDGE OF THIS CLEARING NEXT THE TRUNK
 HU1462'OF A DETACHED CHERRY TREE.  IT IS ABOUT 110 METERS NW FROM
 HU1462'THE EDGE OF GOOSE POND, ABOUT 50 METERS SE FROM THE EDGE OF
 HU1462'A SMALL POND ON THE N SIDE OF THE RIDGE, AND ABOUT 85 METERS
 HU1462'NE FROM A THIRD AND STILL SMALLER POND LOCATED IN THE RIDGE
 HU1462'ITSELF.
 HU1462'
 HU1462'THE SURFACE-STATION MARK IS STANDARD BRONZE DISK SET IN A
 HU1462'TILE AS DESCRIBED.  NO SEARCH WAS MADE FOR AN
 HU1462'UNDERGROUND-STATION MARK, AND NONE IS LISTED ON THE ORIGINAL
 HU1462'DESCRIPTION CARD.
 HU1462'
 HU1462'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK, SET IN
 HU1462'CONCRETE, IN THE TOP OF A TILE AS DESCRIBED.
 HU1462
 HU1462                          STATION RECOVERY (1942)
 HU1462
 HU1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HU1462'THE STATION IS LOCATED ON LOWER MILLER NECK S OF THE ENTRANCE
 HU1462'TO MILLERS CREEK, AND JUST W OF THE NARROWS, ON A WOODED
 HU1462'RIDGE OF HIGH GROUND CALLED FOX RIDGE LYING IN THE MARSH
 HU1462'IMMEDIATELY N OF GOOSE POND AT THE TRUNK OF A DETACHED CHERRY
 HU1462'TREE BETWEEN TWO SMALL CLEARINGS, ABOUT 110 METERS NW FROM THE
 HU1462'EDGE OF GOOSE POND, ABOUT 50 METERS SE FROM THE EDGE OF A
 HU1462'SMALL POND ON THE N SIDE OF THE RIDGE, AND ABOUT 85 METERS NE
 HU1462'FROM A THIRD AND STILL SMALLER POND LOCATED IN THE RIDGE
 HU1462'ITSELF.  A WOODS ROAD GOES DIRECTLY TO THE STATION.  THE
 HU1462'STATION IS A BRONZE DISK TRIANGULATION STATION MARK, NOT
 HU1462'STAMPED, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 HU1462'WHICH IS VERY SLIGHTLY ELEVATED ABOVE THE SURFACE OF THE
 HU1462'GROUND.  THE STATION IS IN GOOD CONDITION.
 HU1462'
 HU1462'REFERENCE MARK NO. 1 IS LOCATED 5.970 METERS W OF THE
 HU1462'STATION.  THE MARK IS A BRONZE DISK REFERENCE MARK, WITH THE
 HU1462'ARROW POINTING TOWARD THE STATION, STAMPED NO.1 1929, SET IN
 HU1462'THE TOP OF A 7 1/2-INCH ROUND CONCRETE MONUMENT, WHICH IS 2
 HU1462'INCHES BELOW THE SURFACE OF THE GROUND.  THE MARK IS IN GOOD
 HU1462'CONDITION.
 HU1462'
 HU1462'REFERENCE MARK NO. 2 WAS THOROUGHLY SEARCHED FOR.  ITS LOCATION WAS
 HU1462'DETERMINED TO BE OVER AN OLD FOX DEN WHICH HAS BEEN DUG UP BY
 HU1462'HUNTERS.  IT IS RECOMMENDED THAT THIS MARK BE CLASSIFIED AS
 HU1462'DESTROYED.
 HU1462
 HU1462                          STATION RECOVERY (1962)
 HU1462
 HU1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JCE)
 HU1462'A THOROUGH SEARCH WAS MADE FOR STATION BUT IT WAS NOT
 HU1462'RECOVERED.  A TILE FULL OF CONCRETE WITH SIGNS OF A DISK HAVING
 HU1462'BEEN REMOVED WAS FOUND ON TOP OF THE GROUND IN THE
 HU1462'VICINITY.  FROM THE DESCRIPTION THIS COULD HAVE BEEN EITHER
 HU1462'THE STATION MARK OR REFERENCE MARK NO. 1.  THERE HAS BEEN
 HU1462'CONSIDERABLE GRADING DONE AND A ROAD HAS BEEN BUILT IN THE
 HU1462'VICINITY OF THE MARKS SO IT IS QUITE POSSIBLE THAT THE MARKS
 HU1462'HAVE BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DK7741 ***********************************************************************
 DK7741  HT_MOD      -  This is a Height Modernization Survey Station.
 DK7741  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK7741  DESIGNATION -  MILLSBORO CORS ARP
 DK7741  CORS_ID     -  DEMI
 DK7741  PID         -  DK7741
 DK7741  STATE/COUNTY-  DE/SUSSEX
 DK7741  COUNTRY     -  US
 DK7741  USGS QUAD   -  FRANKFORD (2016)
 DK7741
 DK7741                         *CURRENT SURVEY CONTROL
 DK7741  ______________________________________________________________________
 DK7741* NAD 83(2011) POSITION- 38 36 36.97519(N) 075 12 10.31491(W)   ADJUSTED
 DK7741* NAD 83(2011) ELLIP HT-   -26.089 (meters)        (04/??/25)   ADJUSTED
 DK7741* NAD 83(2011) EPOCH   -  2010.00
 DK7741* NAVD 88 ORTHO HEIGHT -     9.62  (meters)       31.6   (feet) GPS OBS
 DK7741  ______________________________________________________________________
 DK7741  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DK7741  GEOID HEIGHT    -        -35.728 (meters)                     GEOID12B
 DK7741  GEOID HEIGHT    -        -35.736 (meters)                     GEOID18
 DK7741  NAD 83(2011) X  -  1,274,540.243 (meters)                     COMP
 DK7741  NAD 83(2011) Y  - -4,824,918.166 (meters)                     COMP
 DK7741  NAD 83(2011) Z  -  3,958,585.558 (meters)                     COMP
 DK7741
 DK7741  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK7741  Standards:
 DK7741         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK7741            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK7741  -------------------------------------------------------------------
 DK7741  NETWORK    0.13   0.12           0.04   0.06   0.06     -0.08165300
 DK7741  -------------------------------------------------------------------
 DK7741
 DK7741.The coordinates were established by GPS observations
 DK7741.and adjusted by the National Geodetic Survey in April 2025.
 DK7741
 DK7741.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK7741.been affixed to the stable North American Tectonic Plate. 
 DK7741
 DK7741.The coordinates are valid at the epoch date displayed above
 DK7741.which is a decimal equivalence of Year/Month/Day.
 DK7741
 DK7741.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DK7741.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DK7741.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DK7741.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DK7741.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DK7741.published epoch of 2010.00.
 DK7741
 DK7741.Additional information on MYCS is available at:
 DK7741.https://geodesy.noaa.gov/CORS/index.shtml
 DK7741
 DK7741.The orthometric height was determined by GPS observations and a
 DK7741.high-resolution geoid model using precise GPS observation and
 DK7741.processing techniques.
 DK7741
 DK7741.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK7741.GEOID18 height accuracy estimate available here.
 DK7741
 DK7741.The PID for the CORS L1 Phase Center is DQ5233.
 DK7741
 DK7741.Click photographs - Photos may exist for this station.
 DK7741
 DK7741.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK7741
 DK7741.The ellipsoidal height was determined by GPS observations
 DK7741.and is referenced to NAD 83.
 DK7741
 DK7741. The following values were computed from the NAD 83(2011) position.
 DK7741
 DK7741;                    North         East     Units Scale Factor Converg.
 DK7741;SPC DE       -    67,762.791   218,621.936   MT  0.99999927   +0 08 00.3
 DK7741;SPC DE       -   222,318.42    717,262.14   sFT  0.99999927   +0 08 00.3
 DK7741;UTM  18      - 4,273,548.884   482,337.575   MT  0.99960384   -0 07 35.7
 DK7741
 DK7741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK7741!SPC DE       -   1.00000409  x   0.99999927  =   1.00000336
 DK7741!UTM  18      -   1.00000409  x   0.99960384  =   0.99960793
 DK7741
 DK7741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8233773548(NAD 83)
 DK7741
 DK7741                          SUPERSEDED SURVEY CONTROL
 DK7741
 DK7741  NAD 83(2011)-  38 36 36.97515(N)    075 12 10.31489(W) AD(2010.00) c
 DK7741  ELLIP H (06/??/19)  -26.099  (m)                       GP(2010.00) c c
 DK7741  NAD 83(2011)-  38 36 36.97516(N)    075 12 10.31480(W) AD(2010.00) c
 DK7741  ELLIP H (08/??/11)  -26.102  (m)                       GP(2010.00) c c
 DK7741  NAD 83(CORS)-  38 36 36.97545(N)    075 12 10.31524(W) AD(2002.00) c
 DK7741  ELLIP H (12/??/08)  -26.090  (m)                       GP(2002.00) c c
 DK7741
 DK7741.Superseded values are not recommended for survey control.
 DK7741
 DK7741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK7741.See file dsdata.pdf to determine how the superseded data were derived.
 DK7741
 DK7741_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DK7741
 DK7741                          STATION DESCRIPTION
 DK7741
 DK7741'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DK7741'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DK7741'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DK7741'AND LOG FILES ACCESSIBLE AT:
 DK7741'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1470 ***********************************************************************
 JU1470  DESIGNATION -  MILLSIDE
 JU1470  PID         -  JU1470
 JU1470  STATE/COUNTY-  DE/NEW CASTLE
 JU1470  COUNTRY     -  US
 JU1470  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1470
 JU1470                         *CURRENT SURVEY CONTROL
 JU1470  ______________________________________________________________________
 JU1470* NAD 83(1991) POSITION- 39 43 07.69083(N) 075 33 18.47074(W)   ADJUSTED
 JU1470* NAVD 88 ORTHO HEIGHT -     7.253 (meters)       23.80  (feet) POSTED
 JU1470  ______________________________________________________________________
 JU1470  GEOID HEIGHT    -        -32.979 (meters)                     GEOID18
 JU1470  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 JU1470  DYNAMIC HEIGHT  -          7.25  (meters)       23.8   (feet) COMP
 JU1470  MODELED GRAVITY -    980,172.4   (mgal)                       NAVD 88
 JU1470
 JU1470  HORZ ORDER      -  THIRD
 JU1470  VERT ORDER      -  * POSTED, SEE BELOW
 JU1470
 JU1470.This mark is at New Castle County Airport (ILG)
 JU1470
 JU1470.The horizontal coordinates were established by classical geodetic methods
 JU1470.and adjusted by the National Geodetic Survey in January 1992.
 JU1470
 JU1470.The orthometric height was determined by differential leveling
 JU1470.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU1470
 JU1470.* This is a POSTED BENCH MARK height.
 JU1470
 JU1470.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1470.GEOID18 height accuracy estimate available here.
 JU1470
 JU1470.Click photographs - Photos may exist for this station.
 JU1470
 JU1470.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1470
 JU1470.The dynamic height is computed by dividing the NAVD 88
 JU1470.geopotential number by the normal gravity value computed on the
 JU1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1470.degrees latitude (g = 980.6199 gals.).
 JU1470
 JU1470.The modeled gravity was interpolated from observed gravity values.
 JU1470
 JU1470. The following values were computed from the NAD 83(1991) position.
 JU1470
 JU1470;                    North         East     Units Scale Factor Converg.
 JU1470;SPC DE       -   190,817.379   188,127.716   MT  0.99999673   -0 05 18.5
 JU1470;SPC DE       -   626,040.02    617,215.68   sFT  0.99999673   -0 05 18.5
 JU1470;SPC NJ       -    98,827.992    59,537.914   MT  1.00000072   -0 40 27.5
 JU1470;SPC NJ       -   324,238.17    195,333.97   sFT  1.00000072   -0 40 27.5
 JU1470;UTM  18      - 4,396,695.157   452,420.268   MT  0.99962787   -0 21 17.1
 JU1470
 JU1470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1470!SPC DE       -   1.00000404  x   0.99999673  =   1.00000077
 JU1470!SPC NJ       -   1.00000404  x   1.00000072  =   1.00000476
 JU1470!UTM  18      -   1.00000404  x   0.99962787  =   0.99963190
 JU1470
 JU1470:                Primary Azimuth Mark                     Grid Az
 JU1470:SPC DE       -  MILLSIDE AZ MK                           216 02 32.8
 JU1470:SPC NJ       -  MILLSIDE AZ MK                           216 37 41.8
 JU1470:UTM  18      -  MILLSIDE AZ MK                           216 18 31.4
 JU1470
 JU1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5242096695(NAD 83)
 JU1470
 JU1470|---------------------------------------------------------------------|
 JU1470| PID    Reference Object                     Distance      Geod. Az  |
 JU1470|                                                           dddmmss.s |
 JU1470| JU1471 MILLSIDE RM 1                        23.490 METERS 00528     |
 JU1470| CB2293 MILLSIDE RM 2                        23.576 METERS 13231     |
 JU1470| JU1468 MILLSIDE AZ MK                      APPROX. 0.9 KM 2155714.3 |
 JU1470|---------------------------------------------------------------------|
 JU1470
 JU1470                          SUPERSEDED SURVEY CONTROL
 JU1470
 JU1470  NAD 83(1986)-  39 43 07.68609(N)    075 33 18.47742(W) AD(       ) 3
 JU1470  NAD 27      -  39 43 07.27980(N)    075 33 19.75860(W) AD(       ) 3
 JU1470  NGVD 29               7.61   (m)           25.0    (f) LEVELING    3  
 JU1470  NGVD 29 (11/26/84)    7.607  (m)           24.96   (f) ADJUSTED    2 0
 JU1470
 JU1470.Superseded values are not recommended for survey control.
 JU1470
 JU1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1470.See file dsdata.pdf to determine how the superseded data were derived.
 JU1470
 JU1470_MARKER: DS = TRIANGULATION STATION DISK
 JU1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1470_STAMPING: MILLSIDE 1958
 JU1470_MARK LOGO: CGS
 JU1470_PROJECTION: FLUSH
 JU1470_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1470+STABILITY: SURFACE MOTION
 JU1470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1470+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2006
 JU1470
 JU1470  HISTORY     - Date     Condition        Report By
 JU1470  HISTORY     - 1958     MONUMENTED       CGS
 JU1470  HISTORY     - 1965     GOOD             CGS
 JU1470  HISTORY     - 1965     GOOD             CGS
 JU1470  HISTORY     - 1981     GOOD             UDE
 JU1470  HISTORY     - 1982     GOOD             NOS
 JU1470  HISTORY     - 20060110 GOOD             INDIV
 JU1470  HISTORY     - 20060613 GOOD             INDIV
 JU1470  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1470
 JU1470                          STATION DESCRIPTION
 JU1470
 JU1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 JU1470'THE STATION IS LOCATED ABOUT 3.6 MILES NORTHEAST OF THE NEW
 JU1470'CASTLE COUNTY-WILMINGTON AIRPORT, ABOUT 2 MILES
 JU1470'SOUTH-SOUTHWEST OF THE POST OFFICE IN WILMINGTON,AND ABOUT
 JU1470'0.3 MILE WEST OF THE CHRISTIANA RIVER AND IS IN A GRASSY
 JU1470'TRIANGULAR ISLAND THAT IS FORMED BY U.S. HIGHWAY NUMBER
 JU1470'13, ALTERNATE U.S. HIGHWAY NUMBER 13 AND ROGERS STREET.  THE
 JU1470'MARK IS 104 FEET NORTHWEST OF THE CENTER OF ALTERNATE U.S.
 JU1470'HIGHWAY NUMBER 13, 104 FEET NORTHEAST OF THE CENTER OF ROGERS
 JU1470'STREET AND 77 FEET NORTHWEST OF POWERLINE POLE
 JU1470'NUMBER GDP AND L 24G.
 JU1470'
 JU1470'TO REACH THE STATION FROM THE NEW CASTLE COUNTY-WILMINGTON
 JU1470'AIRPORT.  GO NORTHEAST ON U.S. HIGHWAY NUMBER 13 AND
 JU1470'U.S. HIGHWAY NUMBER 40 FOR 1.7 MILES TO THE JUNCTION OF
 JU1470'U.S. HIGHWAY NUMBER 13 AND U.S. HIGHWAY NUMBER 40.  KEEP LEFT
 JU1470'ON U.S. HIGHWAY NUMBER 13, AND GO 1.2 MILES TO THE AZIMUTH
 JU1470'MARK ON THE RIGHT, SOUTH, SIDE OF THE HIGHWAY AS
 JU1470'DESCRIBED.  CONTINUE NORTHEAST ON U.S. HIGHWAY NUMBER 13 FOR
 JU1470'0.5 MILE TO THE JUNCTION OF U.S. HIGHWAY NUMBER 13 AND
 JU1470'ALTERNATE HIGHWAY NUMBER 13.  KEEP RIGHT ON ALTERNATE
 JU1470'U.S. HIGHWAY NUMBER 13, AND GO 0.1 MILE TO THE INTERSECTION
 JU1470'OF ALTERNATE U.S. HIGHWAY NUMBER 13 AND ROGERS STREET AND
 JU1470'THE STATION ON THE LEFT AS DESCRIBED.
 JU1470'
 JU1470'THE STATION MARK IS A STANDARD DISK, STAMPED MILLSIDE
 JU1470'1958, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 JU1470'FLUSH WITH THE SURFACE OF THE GROUND.
 JU1470'
 JU1470'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED MILLSIDE NO
 JU1470'1 1958, IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 JU1470'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 27
 JU1470'FEET WEST OF THE CENTER OF ROGERS STREET, 20 FEET EAST OF A
 JU1470'10-INCH ASH TREE AND 5 FEET WEST OF THE WEST CURBING OF
 JU1470'ROGERS STREET.
 JU1470'
 JU1470'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED MILLSIDE
 JU1470'NO 2 1958, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 JU1470'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 29 FEET
 JU1470'WEST-SOUTHWEST OF POWERLINE POLE NUMBER GDP AND L 24G, 27 FEET
 JU1470'NORTHWEST OF THE CENTER OF ALTERNATE U.S. HIGHWAY NUMBER 13
 JU1470'AND 1 FOOT NORTHWEST OF THE HIGHWAY CURBING.
 JU1470'
 JU1470'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MILLSIDE
 JU1470'1958, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 JU1470'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 55 FEET
 JU1470'SOUTH OF THE CENTER OF THE TWO LANE EAST BOUND TRAFFIC OF
 JU1470'U.S. HIGHWAY NUMBER 13, 3 FEET NORTH OF POWERLINE POLE NUMBER
 JU1470'DPL 44 WITH THREE TRANSFORMERS AND A SWITCH BOX AND 2 FEET
 JU1470'NORTHEAST OF A WHITE WITNESS POST.
 JU1470
 JU1470                          STATION RECOVERY (1965)
 JU1470
 JU1470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 JU1470'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 JU1470'RECOVERED IN GOOD CONDITION.
 JU1470'
 JU1470'THE ORIGINAL DESCRIPTION DOES NOT ADEQUATELY DESCRIBE THE
 JU1470'STATION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 JU1470'
 JU1470'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF THE
 JU1470'GREATER WILMINGTON AIRPORT, 2 MILES SOUTH-SOUTHWEST OF THE
 JU1470'POST OFFICE IN WILMINGTON, IN A LARGE GRASSY TRIANGLE FORMED
 JU1470'BY U.S. HIGHWAYS 13, 13 A AND ROGERS ROAD.  IT IS 77 FEET
 JU1470'WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF ROGERS
 JU1470'ROAD, 77 FEET NORTHWEST OF POWERLINE POLE 24G, 97 FEET
 JU1470'NORTH-NORTHWEST OF THE CENTERLINE OF HIGHWAY 13 A, 32-1/2
 JU1470'FEET NORTH-NORTHEAST OF A 14-INCH ASH TREE.  THE MONUMENT IS
 JU1470'FLUSH WITH THE GROUND AND THE DISK IS STAMPED MILLSIDE
 JU1470'1958.  (NOTE 1A, 7A)
 JU1470'
 JU1470'REFERENCE MARK NO. 1 IS 77.07 FEET NORTH OF THE STATION, 141
 JU1470'FEET NORTH-NORTHWEST OF THE CURB ALONG HIGHWAY 13 A, 28 FEET
 JU1470'WEST OF THE APPROXIMATE CENTERLINE OF ROGERS ROAD, 20 FEET
 JU1470'EAST OF A 14-INCH ASH TREE AND 5 FEET WEST OF THE CURB ALONG
 JU1470'ROGERS ROAD.  THE MONUMENT IS FLUSH WITH THE GROUND AND THE
 JU1470'DISK IS STAMPED MILLSIDE NO 1 1958.
 JU1470'
 JU1470'REFERENCE MARK NO 2 IS 77.35 FEET SOUTHEAST OF THE
 JU1470'STATION, 28 FEET SOUTHWEST OF POWERLINE POLE NO 24 G, 9-1/2
 JU1470'FEET EAST-SOUTHEAST OF A HIGHWAY SIGN AND 1 FOOT NORTHWEST OF
 JU1470'THE CURB OF HIGHWAY 13 A.  THE MONUMENT IS 2 INCHES
 JU1470'UNDERGROUND AND THE DISK IS STAMPED MILLSIDE NO 2 1958.
 JU1470'
 JU1470'THE AZIMUTH MARK IS 55 FEET SOUTH OF THE CENTERLINE OF THE
 JU1470'NORTHEAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 13, 3 FEET NORTH
 JU1470'OF POWERLINE POLE NO. 44, 10 FEET EAST-NORTHEAST OF A FIRE
 JU1470'HYDRANT, 14 FEET SOUTHEAST OF A STORM DRAIN GRATE AND NEAR
 JU1470'THE NATIONAL SHOE STORE.  THE MONUMENT IS 4 INCHES
 JU1470'UNDERGROUND AND THE DISK IS STAMPED MILLSIDE 1958.
 JU1470'
 JU1470'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE GREATER
 JU1470'WILMINGTON AIRPORT, GO NORTHEAST ON U.S. HIGHWAY 40 AND 13
 JU1470'FOR 1.7 MILES TO THEIR JUNCTION.  BEAR LEFT ON HIGHWAY 13 FOR
 JU1470'1.3 MILES TO THE NATIONAL SHOE STORE AND THE AZIMUTH MARK ON
 JU1470'THE RIGHT.  CONTINUE AHEAD ON HIGHWAY 13 FOR 0.5 MILE TO A
 JU1470'JUNCTION WITH HIGHWAY 13 A.  BEAR RIGHT FOR 0.1 MILE TO
 JU1470'ROGERS ROAD AND THE STATION ON THE LEFT.
 JU1470
 JU1470                          STATION RECOVERY (1965)
 JU1470
 JU1470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JU1470'2 MI NE FROM FARNHURST.
 JU1470'2.05 MILES NORTHEAST ALONG U.S. HIGHWAY 13 FROM OVERPASS OVER
 JU1470'PENNSYLVANIA RAILROAD AT FARNHURST, IN TRIANGLE FORMED BY JUNCTION
 JU1470'OF ALTERNATE HIGHWAY 13 AND ROGERS STREET, 72 FEET NORTH-NORTHWEST
 JU1470'OF NORTH-NORTHWEST CURB OF HIGHWAY 13 A, 77 FEET WEST-SOUTHWEST
 JU1470'OF CENTERLINE OF ROGERS STREET, 77.3 FEET NORTHWEST OF RM NO. 2,
 JU1470'77 FEET SOUTH OF RM NO. 1, ABOUT LEVEL WITH HIGHWAYS AND SET IN
 JU1470'THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 JU1470
 JU1470                          STATION RECOVERY (1981)
 JU1470
 JU1470'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1470'RECOVERED IN GOOD CONDITION.
 JU1470
 JU1470                          STATION RECOVERY (1982)
 JU1470
 JU1470'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU1470'THE STATION AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED.
 JU1470'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND DUE TO
 JU1470'CONSTRUCTION OF I-495.  NEITHER REFERENCE MARK COULD BE
 JU1470'LOCATED.
 JU1470'
 JU1470'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.72 METERS.
 JU1470
 JU1470                          STATION RECOVERY (2006)
 JU1470
 JU1470'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JFP)
 JU1470'RECOVERED IN GOOD CONDITION.
 JU1470
 JU1470                          STATION RECOVERY (2006)
 JU1470
 JU1470'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JFP)
 JU1470'GOOD
 JU1470
 JU1470                          STATION RECOVERY (2013)
 JU1470
 JU1470'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1470'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1468 ***********************************************************************
 JU1468  DESIGNATION -  MILLSIDE AZ MK
 JU1468  PID         -  JU1468
 JU1468  STATE/COUNTY-  DE/NEW CASTLE
 JU1468  COUNTRY     -  US
 JU1468  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1468
 JU1468                         *CURRENT SURVEY CONTROL
 JU1468  ______________________________________________________________________
 JU1468* NAD 83(2011) POSITION- 39 42 43.64831(N) 075 33 41.05132(W)   ADJUSTED
 JU1468* NAD 83(2011) ELLIP HT-   -24.168 (meters)        (12/20/17)   ADJUSTED
 JU1468* NAD 83(2011) EPOCH   -  2010.00
 JU1468* NAVD 88 ORTHO HEIGHT -     8.840 (meters)       29.00  (feet) POSTED
 JU1468  ______________________________________________________________________
 JU1468  GEOID HEIGHT    -        -32.989 (meters)                     GEOID18
 JU1468  NAD 83(2011) X  -  1,225,061.915 (meters)                     COMP
 JU1468  NAD 83(2011) Y  - -4,757,992.517 (meters)                     COMP
 JU1468  NAD 83(2011) Z  -  4,053,433.272 (meters)                     COMP
 JU1468  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 JU1468  DYNAMIC HEIGHT  -          8.84  (meters)       29.0   (feet) COMP
 JU1468  MODELED GRAVITY -    980,171.4   (mgal)                       NAVD 88
 JU1468
 JU1468  VERT ORDER      -  * POSTED, SEE BELOW
 JU1468
 JU1468  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU1468  Standards:
 JU1468         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU1468            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU1468  -------------------------------------------------------------------
 JU1468  NETWORK    0.80   0.86           0.36   0.29   0.44     -0.05527246
 JU1468  -------------------------------------------------------------------
 JU1468  Click here for local accuracies and other accuracy information.
 JU1468
 JU1468.The horizontal coordinates were established by GPS observations
 JU1468.and adjusted by the MASER CONSULTING in December 2017.
 JU1468
 JU1468.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU1468.been affixed to the stable North American tectonic plate. See 
 JU1468.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU1468
 JU1468.The horizontal coordinates are valid at the epoch date displayed above
 JU1468.which is a decimal equivalence of Year/Month/Day.
 JU1468
 JU1468.The orthometric height was determined by differential leveling
 JU1468.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU1468
 JU1468.* This is a POSTED BENCH MARK height.
 JU1468
 JU1468.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1468.GEOID18 height accuracy estimate available here.
 JU1468
 JU1468.Click photographs - Photos may exist for this station.
 JU1468
 JU1468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1468
 JU1468.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1468
 JU1468.The ellipsoidal height was determined by GPS observations
 JU1468.and is referenced to NAD 83.
 JU1468
 JU1468.The dynamic height is computed by dividing the NAVD 88
 JU1468.geopotential number by the normal gravity value computed on the
 JU1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1468.degrees latitude (g = 980.6199 gals.).
 JU1468
 JU1468.The modeled gravity was interpolated from observed gravity values.
 JU1468
 JU1468. The following values were computed from the NAD 83(2011) position.
 JU1468
 JU1468;                    North         East     Units Scale Factor Converg.
 JU1468;SPC DE       -   190,076.726   187,588.708   MT  0.99999690   -0 05 32.9
 JU1468;SPC DE       -   623,610.06    615,447.29   sFT  0.99999690   -0 05 32.9
 JU1468;UTM  18      - 4,395,957.288   451,878.024   MT  0.99962851   -0 21 31.3
 JU1468
 JU1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1468!SPC DE       -   1.00000379  x   0.99999690  =   1.00000069
 JU1468!UTM  18      -   1.00000379  x   0.99962851  =   0.99963230
 JU1468
 JU1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5187895957(NAD 83)
 JU1468
 JU1468                          SUPERSEDED SURVEY CONTROL
 JU1468
 JU1468  NGVD 29 (11/26/84)    9.194  (m)           30.16   (f) ADJUSTED    2 0
 JU1468
 JU1468.Superseded values are not recommended for survey control.
 JU1468
 JU1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1468.See file dsdata.pdf to determine how the superseded data were derived.
 JU1468
 JU1468_MARKER: DZ = AZIMUTH MARK DISK
 JU1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1468_STAMPING: MILLSIDE 1958
 JU1468_MARK LOGO: CGS
 JU1468_PROJECTION: RECESSED 13 CENTIMETERS
 JU1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1468+STABILITY: SURFACE MOTION
 JU1468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1468+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1468
 JU1468  HISTORY     - Date     Condition        Report By
 JU1468  HISTORY     - 1958     MONUMENTED       CGS
 JU1468  HISTORY     - 1965     GOOD             CGS
 JU1468  HISTORY     - 20021109 GOOD             USPSQD
 JU1468  HISTORY     - 20130711 GOOD             DELCOS
 JU1468
 JU1468                          STATION DESCRIPTION
 JU1468
 JU1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU1468'1.6 MI NE FROM FARNHURST.
 JU1468'1.55 MILES NORTHEAST ALONG U.S. HIGHWAY 13 FROM OVERPASS OVER
 JU1468'PENNSYLVANIA RAILROAD AT FARNHURST, ABOUT 0.5 MILE SOUTHWEST OF
 JU1468'JUNCTION OF U.S. HIGHWAY 13 A 12 1/2 FEET SOUTHEAST OF THE
 JU1468'SOUTHEAST EDGE OF CONCRETE GUTTER OF THE NORTHEAST BOUND TRAFFIC
 JU1468'LANE, 55 FEET SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND
 JU1468'LANE OF HIGHWAY 13, 3 FEET NORTHEAST OF POWERLINE POLE NO. 44, 14
 JU1468'FEET SOUTHEAST OF A STORM DRAIN GRATE, 10 FEET EAST-NORTHEAST OF
 JU1468'A FIRE HYDRANT, 2 FEET NORTHEAST OF A WHITE WITNESS POST AND
 JU1468'SET IN THE TOP OF A CONRETE POST ABOUT 5 INCHES UNDERGROUND.
 JU1468
 JU1468                          STATION RECOVERY (2002)
 JU1468
 JU1468'RECOVERY NOTE BY US POWER SQUADRON 2002 (WPS)
 JU1468'WITMESS POST GONE.
 JU1468
 JU1468                          STATION RECOVERY (2013)
 JU1468
 JU1468'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1468'EAST END OF COMCAST PARKING LOT, NEAR TELEPHONE POLE NUMBER
 JU1468'48238/42170.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1471 ***********************************************************************
 JU1471  DESIGNATION -  MILLSIDE RM 1
 JU1471  PID         -  JU1471
 JU1471  STATE/COUNTY-  DE/NEW CASTLE
 JU1471  COUNTRY     -  US
 JU1471  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1471
 JU1471                         *CURRENT SURVEY CONTROL
 JU1471  ______________________________________________________________________
 JU1471* NAD 83(1986) POSITION- 39 43 08.45   (N) 075 33 18.38   (W)   HD_HELD1
 JU1471* NAVD 88 ORTHO HEIGHT -     7.342 (meters)       24.09  (feet) POSTED
 JU1471  ______________________________________________________________________
 JU1471  GEOID HEIGHT    -        -32.979 (meters)                     GEOID18
 JU1471  DYNAMIC HEIGHT  -          7.34  (meters)       24.1   (feet) COMP
 JU1471  MODELED GRAVITY -    980,172.4   (mgal)                       NAVD 88
 JU1471
 JU1471  VERT ORDER      -  * POSTED, SEE BELOW
 JU1471
 JU1471.The horizontal coordinates were determined by differentially corrected
 JU1471.hand held GPS observations or other comparable positioning techniques
 JU1471.and have an estimated accuracy of +/- 3 meters.
 JU1471
 JU1471.The orthometric height was determined by differential leveling
 JU1471.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU1471
 JU1471.* This is a POSTED BENCH MARK height.
 JU1471
 JU1471.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1471.GEOID18 height accuracy estimate available here.
 JU1471
 JU1471.Click photographs - Photos may exist for this station.
 JU1471
 JU1471.The dynamic height is computed by dividing the NAVD 88
 JU1471.geopotential number by the normal gravity value computed on the
 JU1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1471.degrees latitude (g = 980.6199 gals.).
 JU1471
 JU1471.The modeled gravity was interpolated from observed gravity values.
 JU1471
 JU1471;                    North         East    Units  Estimated Accuracy
 JU1471;SPC DE       -   190,840.8     188,129.9     MT  (+/- 3 meters HH1 GPS) 
 JU1471
 JU1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5242296718(NAD 83)
 JU1471
 JU1471                          SUPERSEDED SURVEY CONTROL
 JU1471
 JU1471  NGVD 29 (11/26/84)    7.696  (m)           25.25   (f) ADJUSTED    2 0
 JU1471
 JU1471.Superseded values are not recommended for survey control.
 JU1471
 JU1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1471.See file dsdata.pdf to determine how the superseded data were derived.
 JU1471
 JU1471_MARKER: DR = REFERENCE MARK DISK
 JU1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1471_STAMPING: MILLSIDE NO 1 1958
 JU1471_MARK LOGO: CGS
 JU1471_PROJECTION: FLUSH
 JU1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1471+STABILITY: SURFACE MOTION
 JU1471
 JU1471  HISTORY     - Date     Condition        Report By
 JU1471  HISTORY     - 1958     MONUMENTED       CGS
 JU1471  HISTORY     - 1965     GOOD             CGS
 JU1471  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1471
 JU1471                          STATION DESCRIPTION
 JU1471
 JU1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU1471'2 MI NE FROM FARNHURST.
 JU1471'77 FEET NORTH OF TRIANGULATION STATION MILLSIDE, DESCRIBED, 141
 JU1471'FEET NORTH-NORTHWEST OF NORTH-NORTHWEST CURB OF HIGHWAY 13 A,
 JU1471'28 FEET WEST-SOUTHWEST OF CENTERLINE OF ROGERS STREET, 138.2
 JU1471'FEET NORTH-NORTHWST OF RM NO. 2, ABOUT 1 FOOT ABOVE ROGERS
 JU1471'STREET AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 JU1471
 JU1471                          STATION RECOVERY (1981)
 JU1471
 JU1471'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1471'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1469 ***********************************************************************
 JU1469  DESIGNATION -  MILLSIDE RM 2
 JU1469  PID         -  JU1469
 JU1469  STATE/COUNTY-  DE/NEW CASTLE
 JU1469  COUNTRY     -  US
 JU1469  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1469
 JU1469                         *CURRENT SURVEY CONTROL
 JU1469  ______________________________________________________________________
 JU1469* NAD 83(1986) POSITION- 39 43 07.17   (N) 075 33 17.74   (W)   HD_HELD1
 JU1469* NAVD 88 ORTHO HEIGHT -     7.717 (meters)       25.32  (feet) POSTED
 JU1469  ______________________________________________________________________
 JU1469  GEOID HEIGHT    -        -32.980 (meters)                     GEOID18
 JU1469  DYNAMIC HEIGHT  -          7.71  (meters)       25.3   (feet) COMP
 JU1469  MODELED GRAVITY -    980,172.4   (mgal)                       NAVD 88
 JU1469
 JU1469  VERT ORDER      -  * POSTED, SEE BELOW
 JU1469
 JU1469.The horizontal coordinates were determined by differentially corrected
 JU1469.hand held GPS observations or other comparable positioning techniques
 JU1469.and have an estimated accuracy of +/- 3 meters.
 JU1469
 JU1469.The orthometric height was determined by differential leveling
 JU1469.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU1469
 JU1469.* This is a POSTED BENCH MARK height.
 JU1469
 JU1469.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1469.GEOID18 height accuracy estimate available here.
 JU1469
 JU1469.Click photographs - Photos may exist for this station.
 JU1469
 JU1469.The dynamic height is computed by dividing the NAVD 88
 JU1469.geopotential number by the normal gravity value computed on the
 JU1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1469.degrees latitude (g = 980.6199 gals.).
 JU1469
 JU1469.The modeled gravity was interpolated from observed gravity values.
 JU1469
 JU1469;                    North         East    Units  Estimated Accuracy
 JU1469;SPC DE       -   190,801.3     188,145.1     MT  (+/- 3 meters HH1 GPS) 
 JU1469
 JU1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5243796678(NAD 83)
 JU1469
 JU1469                          SUPERSEDED SURVEY CONTROL
 JU1469
 JU1469  NGVD 29 (11/26/84)    8.071  (m)           26.48   (f) ADJUSTED    2 0
 JU1469
 JU1469.Superseded values are not recommended for survey control.
 JU1469
 JU1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1469.See file dsdata.pdf to determine how the superseded data were derived.
 JU1469
 JU1469_MARKER: DR = REFERENCE MARK DISK
 JU1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1469_STAMPING: MILLSIDE NO 2 1959
 JU1469_MARK LOGO: CGS
 JU1469_PROJECTION: RECESSED 5 CENTIMETERS
 JU1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1469+STABILITY: SURFACE MOTION
 JU1469
 JU1469  HISTORY     - Date     Condition        Report By
 JU1469  HISTORY     - 1959     MONUMENTED       CGS
 JU1469  HISTORY     - 1965     GOOD             CGS
 JU1469  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1469
 JU1469                          STATION DESCRIPTION
 JU1469
 JU1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU1469'2 MI NE FROM FARNHURST.
 JU1469'77.3 SOUTHEAST OF TRIANGULATION STATION MILLSIDE, DESCRIBED,
 JU1469'1 1/2 FEET NORTH-NORTHWEST OF THE NORTHWEST CURB OF HIGHWAY 13 A,
 JU1469'58 1/2 FEET WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 JU1469'ROGERS ROAD, 138.2 FEET SOUTH-SOUTHWEST OF RM NO 1, ABOUT LEVEL
 JU1469'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST 2 INCHES
 JU1469'BELOW GROUND SURFACE.
 JU1469
 JU1469                          STATION RECOVERY (1981)
 JU1469
 JU1469'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1469'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2804 ***********************************************************************
 HU2804  DESIGNATION -  MISPILLION N JETTY LT 2
 HU2804  PID         -  HU2804
 HU2804  STATE/COUNTY-  DE/SUSSEX
 HU2804  COUNTRY     -  US
 HU2804  USGS QUAD   -  MISPILLION RIVER (2016)
 HU2804
 HU2804                         *CURRENT SURVEY CONTROL
 HU2804  ______________________________________________________________________
 HU2804* NAD 83(1991) POSITION- 38 56 13.88673(N) 075 17 52.53677(W)   ADJUSTED
 HU2804* NAVD 88 ORTHO HEIGHT -     9.    (meters)       30.    (feet) VERTCON3
 HU2804  ______________________________________________________________________
 HU2804  GEOID HEIGHT    -        -35.321 (meters)                     GEOID18
 HU2804  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 HU2804  HORZ ORDER      -  THIRD
 HU2804
 HU2804.The horizontal coordinates were established by classical geodetic methods
 HU2804.and adjusted by the National Geodetic Survey in June 1992.
 HU2804
 HU2804.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2804
 HU2804.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2804.GEOID18 height accuracy estimate available here.
 HU2804
 HU2804.Click photographs - Photos may exist for this station.
 HU2804
 HU2804.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2804
 HU2804. The following values were computed from the NAD 83(1991) position.
 HU2804
 HU2804;                    North         East     Units Scale Factor Converg.
 HU2804;SPC DE       -   104,039.389   210,295.039   MT  0.99999630   +0 04 28.6
 HU2804;SPC DE       -   341,335.90    689,942.97   sFT  0.99999630   +0 04 28.6
 HU2804;UTM  18      - 4,309,848.802   474,179.172   MT  0.99960821   -0 11 14.1
 HU2804
 HU2804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2804!SPC DE       -   1.00000417  x   0.99999630  =   1.00000047
 HU2804!UTM  18      -   1.00000417  x   0.99960821  =   0.99961238
 HU2804
 HU2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7417909848(NAD 83)
 HU2804
 HU2804                          SUPERSEDED SURVEY CONTROL
 HU2804
 HU2804  NGVD 29 (06/04/92)    9.     (m)           30.     (f) VERT ANG       
 HU2804
 HU2804.Superseded values are not recommended for survey control.
 HU2804
 HU2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2804.See file dsdata.pdf to determine how the superseded data were derived.
 HU2804
 HU2804_MARKER: 14 = NAVIGATION LIGHT
 HU2804_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2804+SATELLITE: SATELLITE OBSERVATIONS - 1982
 HU2804
 HU2804  HISTORY     - Date     Condition        Report By
 HU2804  HISTORY     - 1982     FIRST OBSERVED   NOS
 HU2804  HISTORY     - 20010218 GOOD             USPSQD
 HU2804
 HU2804                          STATION DESCRIPTION
 HU2804
 HU2804'DESCRIBED BY NATIONAL OCEAN SERVICE 1982
 HU2804'THE STATION IS A NAVIGATION LIGHT LOCATED AT THE OFFSHORE END OF THE N
 HU2804'MISPILLION JETTY ABOUT 6.4 MI ENE OF THE TOWN OF MILFORD, DELAWARE.
 HU2804'TO REACH STATION PROCEED BY BOAT, LAND AT THE INNER SIDE OF THE
 HU2804'STRUCTURE.
 HU2804'STATION IS THE CENTER OF THE HIGHEST VERTICAL POINT OF A ---FL R--- 6
 HU2804'SEC LIGHT ATOP A 5 FT X 5 FT X 30 FT STEEL TOWER.  IT IS LOCATED ABOUT
 HU2804'72 M (236.2 FT) NE FROM THE MISPILLION S JETTY LT 1.  REFER TO 1982
 HU2804'LIGHT LIST NO. 2157.10.
 HU2804
 HU2804                          STATION RECOVERY (2001)
 HU2804
 HU2804'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HU2804'STATION FOUND IN GOOD CONDITION.  LIGHT IS FLASHING GREEN EVERY FOUR
 HU2804'SECONDS.  REFER TO 1999 LIGHT LIST NO. 2275.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2805 ***********************************************************************
 HU2805  DESIGNATION -  MISPILLION S JETTY LT 1
 HU2805  PID         -  HU2805
 HU2805  STATE/COUNTY-  DE/SUSSEX
 HU2805  COUNTRY     -  US
 HU2805  USGS QUAD   -  MISPILLION RIVER (2016)
 HU2805
 HU2805                         *CURRENT SURVEY CONTROL
 HU2805  ______________________________________________________________________
 HU2805* NAD 83(1991) POSITION- 38 56 11.64752(N) 075 17 53.57367(W)   ADJUSTED
 HU2805* NAVD 88 ORTHO HEIGHT -     8.    (meters)       26.    (feet) SCALED
 HU2805  ______________________________________________________________________
 HU2805  GEOID HEIGHT    -        -35.322 (meters)                     GEOID18
 HU2805  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 HU2805  HORZ ORDER      -  THIRD
 HU2805
 HU2805.The horizontal coordinates were established by classical geodetic methods
 HU2805.and adjusted by the National Geodetic Survey in June 1992.
 HU2805
 HU2805.The orthometric height was scaled from a topographic map.
 HU2805
 HU2805.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2805.GEOID18 height accuracy estimate available here.
 HU2805
 HU2805.Click photographs - Photos may exist for this station.
 HU2805
 HU2805.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2805
 HU2805. The following values were computed from the NAD 83(1991) position.
 HU2805
 HU2805;                    North         East     Units Scale Factor Converg.
 HU2805;SPC DE       -   103,970.306   210,270.155   MT  0.99999630   +0 04 28.0
 HU2805;SPC DE       -   341,109.25    689,861.33   sFT  0.99999630   +0 04 28.0
 HU2805;UTM  18      - 4,309,779.860   474,153.983   MT  0.99960823   -0 11 14.7
 HU2805
 HU2805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2805!SPC DE       -   1.00000423  x   0.99999630  =   1.00000053
 HU2805!UTM  18      -   1.00000423  x   0.99960823  =   0.99961246
 HU2805
 HU2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7415309779(NAD 83)
 HU2805
 HU2805                          SUPERSEDED SURVEY CONTROL
 HU2805
 HU2805.No superseded survey control is available for this station.
 HU2805
 HU2805_MARKER: 14 = NAVIGATION LIGHT
 HU2805_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2805+SATELLITE: SATELLITE OBSERVATIONS - 1983
 HU2805
 HU2805  HISTORY     - Date     Condition        Report By
 HU2805  HISTORY     - 1983     FIRST OBSERVED   NOS
 HU2805  HISTORY     - 20010218 GOOD             USPSQD
 HU2805
 HU2805                          STATION DESCRIPTION
 HU2805
 HU2805'DESCRIBED BY NATIONAL OCEAN SERVICE 1983
 HU2805'THE STATION IS A NAVIGATION LIGHT LOCATED AT THE OFFSHORE END OF THE S
 HU2805'MISPILLION JETTY ABOUT 6.3 MI ENE OF THE TOWN OF MILFORD, DELAWARE.
 HU2805'TO REACH STATION PROCEED BY BOAT, LAND AT THE STEEL LADDER NEAR THE NE
 HU2805'SIDE OF THE STRUCTURE.
 HU2805'STATION IS THE CENTER OF THE HIGHEST VERTICAL POINT OF A LIGHT BRACKET
 HU2805'WHERE A LIGHT WILL BE INSTALLED IN THE FUTURE MOUNTED ON A 5 FT X 5 FT
 HU2805'X 30 FT STEEL TOWER.
 HU2805
 HU2805                          STATION RECOVERY (2001)
 HU2805
 HU2805'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HU2805'STATION FOUND IN GOOD CONDITION.  LIGHT IS FLASHING GREEN EVERY FOUR
 HU2805'SECONDS.  REFER TO 1999 LIGHT LIST NO. 2260.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0811 ***********************************************************************
 JU0811  DESIGNATION -  MOOR
 JU0811  PID         -  JU0811
 JU0811  STATE/COUNTY-  DE/NEW CASTLE
 JU0811  COUNTRY     -  US
 JU0811  USGS QUAD   -  MARCUS HOOK (2019)
 JU0811
 JU0811                         *CURRENT SURVEY CONTROL
 JU0811  ______________________________________________________________________
 JU0811* NAD 83(1991) POSITION- 39 45 01.57406(N) 075 29 36.72268(W)   ADJUSTED
 JU0811* NAVD 88 ORTHO HEIGHT -     2.740 (meters)        8.99  (feet) ADJUSTED
 JU0811  ______________________________________________________________________
 JU0811  GEOID HEIGHT    -        -32.974 (meters)                     GEOID18
 JU0811  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC18
 JU0811  DYNAMIC HEIGHT  -          2.739 (meters)        8.99  (feet) COMP
 JU0811  MODELED GRAVITY -    980,173.4   (mgal)                       NAVD 88
 JU0811
 JU0811  HORZ ORDER      -  SECOND
 JU0811  VERT ORDER      -  FIRST     CLASS I
 JU0811
 JU0811.The horizontal coordinates were established by classical geodetic methods
 JU0811.and adjusted by the National Geodetic Survey in January 1992.
 JU0811
 JU0811.The orthometric height was determined by differential leveling and
 JU0811.adjusted by the NATIONAL GEODETIC SURVEY
 JU0811.in June 1991.
 JU0811
 JU0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0811.GEOID18 height accuracy estimate available here.
 JU0811
 JU0811.Click photographs - Photos may exist for this station.
 JU0811
 JU0811.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU0811
 JU0811.The dynamic height is computed by dividing the NAVD 88
 JU0811.geopotential number by the normal gravity value computed on the
 JU0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0811.degrees latitude (g = 980.6199 gals.).
 JU0811
 JU0811.The modeled gravity was interpolated from observed gravity values.
 JU0811
 JU0811. The following values were computed from the NAD 83(1991) position.
 JU0811
 JU0811;                    North         East     Units Scale Factor Converg.
 JU0811;SPC DE       -   194,323.354   193,412.194   MT  0.99999553   -0 02 56.9
 JU0811;SPC DE       -   637,542.54    634,553.17   sFT  0.99999553   -0 02 56.9
 JU0811;SPC NJ       -   102,279.732    64,857.967   MT  0.99998922   -0 38 07.3
 JU0811;SPC NJ       -   335,562.75    212,788.18   sFT  0.99998922   -0 38 07.3
 JU0811;UTM  18      - 4,400,175.235   457,719.020   MT  0.99962201   -0 18 56.1
 JU0811
 JU0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0811!SPC DE       -   1.00000474  x   0.99999553  =   1.00000027
 JU0811!SPC NJ       -   1.00000474  x   0.99998922  =   0.99999396
 JU0811!UTM  18      -   1.00000474  x   0.99962201  =   0.99962675
 JU0811
 JU0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5771900175(NAD 83)
 JU0811
 JU0811                          SUPERSEDED SURVEY CONTROL
 JU0811
 JU0811  NAD 83(1986)-  39 45 01.57067(N)    075 29 36.72939(W) AD(       ) 2
 JU0811  NAD 27      -  39 45 01.16300(N)    075 29 38.02000(W) AD(       ) 2
 JU0811  NGVD 29               3.01   (m)            9.9    (f) LEVELING    3  
 JU0811  NGVD 29 (11/26/84)    3.006  (m)            9.86   (f) ADJUSTED    1 1
 JU0811
 JU0811.Superseded values are not recommended for survey control.
 JU0811
 JU0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0811.See file dsdata.pdf to determine how the superseded data were derived.
 JU0811
 JU0811_MARKER: DD = SURVEY DISK
 JU0811_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU0811_SP_SET: WHARF
 JU0811_STAMPING: MOOR 1932
 JU0811_MARK LOGO: USACE
 JU0811_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0811
 JU0811  HISTORY     - Date     Condition        Report By
 JU0811  HISTORY     - 1933     MONUMENTED       USACE
 JU0811  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU0811  HISTORY     - 1964     GOOD             CGS
 JU0811  HISTORY     - 1982     GOOD             NOS
 JU0811  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU0811
 JU0811                          STATION DESCRIPTION
 JU0811
 JU0811'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1933 (GLA)
 JU0811'THIS STATION IS ON PROPERTY OF THE LIGHTHOUSE BUREAU, ON THE
 JU0811'DELAWARE SIDE OF THE DELAWARE RIVER, ABOUT 3 MILES E OF
 JU0811'WILMINGTON, AT THE EDGEMOOR LIGHTHOUSE DEPOT.  IT IS SET IN
 JU0811'THE CENTER OF THE OUTER END OF THE SW PIER AND IS MARKED BY
 JU0811'A STANDARD U.S.E. BRONZE DISK STAMPED MOOR 1932.  IT IS 4.75
 JU0811'METERS SW OF THE NE SIDE OF THE PIER.  4.35 METERS NE OF THE SW
 JU0811'SIDE OF THE PIER.  AND 2.25 METERS NW OF THE END OF THE PIER.
 JU0811'
 JU0811'THIS STATION WAS NOT OCCUPIED, HOWEVER EDGEMOOR 1933 WHICH
 JU0811'WAS OCCUPIED IS TO THE N, AT THE NW END OF THE WHARF.  A
 JU0811'TRAVERSE CONNECTION WAS MADE, AND THE DISTANCE WAS FOUND TO
 JU0811'BE 132.258 METERS.  MOOR CAN BE OCCUPIED AND USED FOR RIVER
 JU0811'TRIANGULATION.
 JU0811'
 JU0811'TO REACH FROM WILMINGTON.  GO NE ON U.S. HIGHWAY 13 ABOUT
 JU0811'2 MILES TO THE POINT WHERE IT CROSSES THE SHELL POT CREEK AT
 JU0811'SHELL POT PARK.  CONTINUE ABOUT 0.05 MILES TO A MACADAM ROAD
 JU0811'TO THE RIGHT.  TURN RIGHT AND GO 1.4 MILES OR 0.4 MILE PAST
 JU0811'AN OVERPASS TO A ROAD LEADING TO THE LEFT.  TURN ON THIS ROAD
 JU0811'AND FOLLOW IT 0.3 MILE TO THE DEPOT AND THE STATION.
 JU0811
 JU0811                          STATION RECOVERY (1946)
 JU0811
 JU0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU0811'MARK IS COVERED BY COAL BIN AND COULD NOT BE RECOVERED.
 JU0811
 JU0811                          STATION RECOVERY (1964)
 JU0811
 JU0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU0811'0.5 MI E FROM WILMINGTON.
 JU0811'0.25 MILE SOUTHEAST ALONG EDGEMOOR ROAD FROM THE UNDERPASS OF
 JU0811'THE PENNSYLVANIA RAILROAD UNDER THE ROAD AT WILMINGTON, THENCE
 JU0811'0.25 MILE EAST ALONG A BLACK TOP ROAD, AT THE U.S. ARMY ENGINEERS
 JU0811'EDGEMOOR SUB-OFFICE, SET ON TOP OF THE SOUTH END OF THE CONCRETE
 JU0811'WHARF ALONG THE WEST SIDE OF THE SLIP, 7.5 FEET NORTH OF SOUTH
 JU0811'EDGE OF WHARF, 14 FEET EAST OF WEST EDGE OF WHARF, 14.5 FEET WEST
 JU0811'OF EAST EDGE OF SLIP, AND FLUSH WITH PAVED AREA.
 JU0811
 JU0811                          STATION RECOVERY (1982)
 JU0811
 JU0811'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU0811'THE STATION WAS RECOVERED AS DESCRIBED.  THE PROPERTY IS NOW OWNED
 JU0811'BY DUPONT CHEMICAL COMPANY.
 JU0811'
 JU0811'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 JU0811
 JU0811                          STATION RECOVERY (2013)
 JU0811
 JU0811'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU0811'BEHIND A LOCKED GATE ON THE PROPERTY OF THE EDGEMOOR DUPONT PLANT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3651 ***********************************************************************
 JU3651  DESIGNATION -  MOUSLEY
 JU3651  PID         -  JU3651
 JU3651  STATE/COUNTY-  DE/NEW CASTLE
 JU3651  COUNTRY     -  US
 JU3651  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3651
 JU3651                         *CURRENT SURVEY CONTROL
 JU3651  ______________________________________________________________________
 JU3651* NAD 83(1991) POSITION- 39 50 19.62420(N) 075 32 21.47138(W)   ADJUSTED
 JU3651* NAVD 88 ORTHO HEIGHT -   122.    (meters)      400.    (feet) SCALED
 JU3651  ______________________________________________________________________
 JU3651  GEOID HEIGHT    -        -32.889 (meters)                     GEOID18
 JU3651  LAPLACE CORR    -          0.57  (seconds)                    DEFLEC18
 JU3651  HORZ ORDER      -  THIRD
 JU3651
 JU3651.The horizontal coordinates were established by classical geodetic methods
 JU3651.and adjusted by the National Geodetic Survey in January 1992.
 JU3651
 JU3651.The orthometric height was scaled from a topographic map.
 JU3651
 JU3651.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3651.GEOID18 height accuracy estimate available here.
 JU3651
 JU3651.Click photographs - Photos may exist for this station.
 JU3651
 JU3651.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3651
 JU3651. The following values were computed from the NAD 83(1991) position.
 JU3651
 JU3651;                    North         East     Units Scale Factor Converg.
 JU3651;SPC DE       -   204,136.932   189,503.537   MT  0.99999636   -0 04 42.8
 JU3651;SPC DE       -   669,739.25    621,729.52   sFT  0.99999636   -0 04 42.8
 JU3651;SPC PA S     -    58,491.151   789,206.899   MT  1.00001613   +1 26 03.4
 JU3651;SPC PA S     -   191,899.72  2,589,256.30   sFT  1.00001613   +1 26 03.4
 JU3651;UTM  18      - 4,410,003.245   453,857.519   MT  0.99962621   -0 20 43.8
 JU3651
 JU3651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3651!SPC DE       -   0.99998607  x   0.99999636  =   0.99998243
 JU3651!SPC PA S     -   0.99998607  x   1.00001613  =   1.00000220
 JU3651!UTM  18      -   0.99998607  x   0.99962621  =   0.99961228
 JU3651
 JU3651:                Primary Azimuth Mark                     Grid Az
 JU3651:SPC DE       -  MOUSLEY AZ MK                            015 42 06.7
 JU3651:SPC PA S     -  MOUSLEY AZ MK                            014 11 20.5
 JU3651:UTM  18      -  MOUSLEY AZ MK                            015 58 07.7
 JU3651
 JU3651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5385710003(NAD 83)
 JU3651
 JU3651|---------------------------------------------------------------------|
 JU3651| PID    Reference Object                     Distance      Geod. Az  |
 JU3651|                                                           dddmmss.s |
 JU3651| CB2305 MOUSLEY RM 2                         28.370 METERS 00458     |
 JU3651| CB2303 MOUSLEY AZ MK                                      0153723.9 |
 JU3651| CB2304 MOUSLEY RM 1                         27.254 METERS 09506     |
 JU3651| JU3613 BOUNDARY MONUMENT 16 DE MD RESET     83.132 METERS 28222     |
 JU3651| CB2306 MOUSLEY RM 3                         13.239 METERS 28634     |
 JU3651|---------------------------------------------------------------------|
 JU3651
 JU3651                          SUPERSEDED SURVEY CONTROL
 JU3651
 JU3651  NAD 83(1986)-  39 50 19.62041(N)    075 32 21.47530(W) AD(       ) 3
 JU3651  NAD 27      -  39 50 19.21450(N)    075 32 22.76290(W) AD(       ) 3
 JU3651
 JU3651.Superseded values are not recommended for survey control.
 JU3651
 JU3651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3651.See file dsdata.pdf to determine how the superseded data were derived.
 JU3651
 JU3651_MARKER: DS = TRIANGULATION STATION DISK
 JU3651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3651_STAMPING: MOUSLEY 1960
 JU3651_MARK LOGO: CGS
 JU3651_PROJECTION: PROJECTING 3 CENTIMETERS
 JU3651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3651+STABILITY: SURFACE MOTION
 JU3651
 JU3651  HISTORY     - Date     Condition        Report By
 JU3651  HISTORY     - 1960     MONUMENTED       CGS
 JU3651  HISTORY     - 1965     GOOD             CGS
 JU3651  HISTORY     - 19930130 GOOD             USPSQD
 JU3651  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU3651
 JU3651                          STATION DESCRIPTION
 JU3651
 JU3651'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (JCC)
 JU3651'STATION IS LOCATED ABOUT 6-1/2 MILES NORTH OF WILMINGTON,
 JU3651'DELAWARE.  ABOUT 9.0 MILES WEST OF CHESTER, PENNSYLVANIA.  AND
 JU3651'JUST SOUTH OF THE DELAWARE-PENNSYLVANIA STATE LINE.  LOCATED
 JU3651'ON PROPERTY OWNED BY MR. A. A. MOUSLEY.
 JU3651'
 JU3651'TO REACH FROM THE TALLEYVILLE FIRE COMPANY, TALLEYVILLE,
 JU3651'DELAWARE.  GO NORTH ON U.S. HIGHWAY 202 FOR 2.35 MILES TO
 JU3651'A CROSSROAD AND THE DELAWARE-PENNSYLVANIA STATE LINE AND
 JU3651'STATION ON THE RIGHT.
 JU3651'
 JU3651'STATION MARK, A STANDARD DISK SET IN THE TOP OF A 10-INCH
 JU3651'SQUARE CONCRETE MONUMENT, STAMPED MOUSLEY 1960.  PROJECTS
 JU3651'ABOUT 1 INCH.  IT IS 3.7 FEET NORTHEAST OF A STANDARD METAL
 JU3651'WITNESS POST.  12.6 FEET NORTH OF A TRIANGLE BLAZED 6-INCH
 JU3651'OAK TREE.  19.6 FEET EAST-NORTHEAST OF A TRIANGLE BLAZED 8-INCH
 JU3651'OAK TREE.  13.3 FEET SOUTH-SOUTHEAST OF A TRIANGLE BLAZED
 JU3651'10-INCH OAK TREE.  40.7 FEET EAST OF A NORTH-SOUTH FENCE
 JU3651'LINE.  87.0 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND
 JU3651'TRAFFIC LANE OF U.S. HIGHWAY 202.  50.7 FEET SOUTH OF THE
 JU3651'APPROXIMATE CENTER OF A GRAVEL SIDE ROAD.
 JU3651'
 JU3651'REFERENCE MARK NO. 1.  A STANDARD DISK SET IN THE TOP OF A
 JU3651'10-INCH SQUARE CONCRETE MONUMENT, STAMPED MOUSLEY NO 1
 JU3651'1960.  PROJECTS ABOUT 2 INCHES.  IT IS 25.0 FEET SOUTHEAST
 JU3651'OF A 24-INCH OAK TREE.  55.0 FEET SOUTH OF THE APPROXIMATE
 JU3651'CENTER OF A GRAVEL SIDE ROAD.
 JU3651'
 JU3651'REFERENCE MARK NO. 2.  A STANDARD DISK SET IN THE TOP OF A
 JU3651'10-INCH SQUARE CONCRETE MONUMENT, STAMPED MOUSLEY NO 2
 JU3651'1960.  PROJECTS--FLUSH WITH THE GROUND SURFACE.  IT IS 4.5
 JU3651'FEET SOUTHWEST OF A 24-INCH OAK TREE.  45.5 FEET NORTH OF THE
 JU3651'APPROXIMATE CENTER OF A GRAVEL ROAD.  37.8 FEET NORTH-NORTHEAST
 JU3651'OF A 20-INCH OAK TREE.  44.4 FEET NORTHEAST OF A
 JU3651'DELAWARE-PENNSYLVANIA BOUNDARY MARKER.  59.3 FEET EAST
 JU3651'OF THE CENTERLINE OF THE NORTH BOUND TRAFFIC LANE OF
 JU3651'U.S. HIGHWAY 202.
 JU3651'
 JU3651'AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 JU3651'IN THE NORTH END OF A CONCRETE CULVERT.  STAMPED MOUSLEY
 JU3651'1960.  IT IS 15.0 NORTH OF THE APPROXIMATE CENTER OF
 JU3651'DRIVEWAY TO CONCORD MOTEL.  4.5 FEET WEST OF CONCORD MOTEL
 JU3651'ENTRANCE LIGHT POST.  24.0 FEET EAST OF CENTERLINE OF THE NORTH
 JU3651'BOUND TRAFFIC LANE OF U.S. HIGHWAY 202.  TO REACH AZIMUTH MARK
 JU3651'FROM STATION, GO NORTH ON U.S. HIGHWAY 202 FOR 0.35 MILE TO
 JU3651'AZIMUTH ON THE RIGHT.
 JU3651'
 JU3651'BOUNDARY MONUMENT NO. 16 WAS FOUND IN VERY POOR CONDITION
 JU3651'AND HAD BEEN PUSHED OVER TO A 53 DEGREE ANGLE.  THE MARK
 JU3651'PROJECTS ABOUT 4 INCHES ON THE EAST SIDE.  A PRECISE TIE
 JU3651'WAS MADE BETWEEN THE MONUMENT AND STATION MOUSLEY.  THE
 JU3651'MONUMENT WAS RESET IN AN UPRIGHT POSITION AND LOWERED.  SEE
 JU3651'DESCRIPTION THEREOF.
 JU3651'
 JU3651'HEIGHT OF LIGHT ABOVE STATION MARK 30.47 METERS.
 JU3651
 JU3651                          STATION RECOVERY (1965)
 JU3651
 JU3651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 JU3651'THE STATION, AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE
 JU3651'RECOVERED AS DESCRIBED WITH ONE EXCEPTION.  THE GRAVELED
 JU3651'SIDE ROAD RIGHT USED IN DESCRIBING THE MARKS HAS BEEN
 JU3651'PAVED.  THE MARKS WERE FOUND IN GOOD CONDITION.
 JU3651'
 JU3651'REFERENCE MARK NO 2 WAS SEARCHED FOR BUT NOT FOUND.  A LARGE
 JU3651'AREA WHERE IT WAS LOCATED HAS BEEN EXCAVATED FOR A HOUSE SITE.
 JU3651'
 JU3651'A REFERENCE MARK NO 3 WAS ESTABLISHED AT THIS TIME.  IT
 JU3651'IS 43.44 FEET WEST OF THE STATION, 43 FEET EAST OF THE CENTERLINE
 JU3651'OF THE NORTHBOUND TRAFFIC LANE OF U.S. HIGHWAY 202, 42 FEET
 JU3651'SOUTH OF THE APPROXIMATE CENTERLINE OF STATE LINE ROAD,
 JU3651'16-1/2 FEET NORTHEAST OF POWERLINE POLE NO. 190 AND 3-1/2
 JU3651'FEET WEST OF A WIRE FENCE.  THE MONUMENT IS FLUSH WITH THE
 JU3651'GROUND AND THE DISK IS STAMPED MOUSLEY NO 3 1960.
 JU3651'
 JU3651'THE ORIGINAL DESCRIPTION ADEQUATELY DESCRIBES THE STATION
 JU3651'AND THE TO REACH IS GOOD.
 JU3651'
 JU3651'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS
 JU3651
 JU3651                          STATION RECOVERY (1993)
 JU3651
 JU3651'RECOVERY NOTE BY US POWER SQUADRON 1993 (ADC)
 JU3651'RECOVERED IN GOOD CONDITION.
 JU3651
 JU3651                          STATION RECOVERY (2013)
 JU3651
 JU3651'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3651'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3650 ***********************************************************************
 JU3650  DESIGNATION -  MOUSLEY TEMP POINT WEST
 JU3650  PID         -  JU3650
 JU3650  STATE/COUNTY-  DE/NEW CASTLE
 JU3650  COUNTRY     -  US
 JU3650  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3650
 JU3650                         *CURRENT SURVEY CONTROL
 JU3650  ______________________________________________________________________
 JU3650* NAD 83(1991) POSITION- 39 50 19.70888(N) 075 32 23.54619(W)   ADJUSTED
 JU3650* NAVD 88 ORTHO HEIGHT -   117.    (meters)      384.    (feet) SCALED
 JU3650  ______________________________________________________________________
 JU3650  GEOID HEIGHT    -        -32.889 (meters)                     GEOID18
 JU3650  LAPLACE CORR    -          0.59  (seconds)                    DEFLEC18
 JU3650  HORZ ORDER      -  THIRD
 JU3650
 JU3650.The horizontal coordinates were established by classical geodetic methods
 JU3650.and adjusted by the National Geodetic Survey in January 1992.
 JU3650
 JU3650.The orthometric height was scaled from a topographic map.
 JU3650
 JU3650.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3650.GEOID18 height accuracy estimate available here.
 JU3650
 JU3650.Click photographs - Photos may exist for this station.
 JU3650
 JU3650.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3650
 JU3650. The following values were computed from the NAD 83(1991) position.
 JU3650
 JU3650;                    North         East     Units Scale Factor Converg.
 JU3650;SPC DE       -   204,139.612   189,454.210   MT  0.99999637   -0 04 44.1
 JU3650;SPC DE       -   669,748.04    621,567.69   sFT  0.99999637   -0 04 44.1
 JU3650;SPC PA S     -    58,492.527   789,157.517   MT  1.00001613   +1 26 02.1
 JU3650;SPC PA S     -   191,904.23  2,589,094.29   sFT  1.00001613   +1 26 02.1
 JU3650;UTM  18      - 4,410,006.153   453,808.223   MT  0.99962627   -0 20 45.1
 JU3650
 JU3650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3650!SPC DE       -   0.99998685  x   0.99999637  =   0.99998322
 JU3650!SPC PA S     -   0.99998685  x   1.00001613  =   1.00000298
 JU3650!UTM  18      -   0.99998685  x   0.99962627  =   0.99961313
 JU3650
 JU3650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5380810006(NAD 83)
 JU3650
 JU3650                          SUPERSEDED SURVEY CONTROL
 JU3650
 JU3650  NAD 83(1986)-  39 50 19.70504(N)    075 32 23.54999(W) AD(       ) 3
 JU3650  NAD 27      -  39 50 19.29910(N)    075 32 24.83760(W) AD(       ) 3
 JU3650
 JU3650.Superseded values are not recommended for survey control.
 JU3650
 JU3650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3650.See file dsdata.pdf to determine how the superseded data were derived.
 JU3650
 JU3650_MARKER: W = UNMONUMENTED
 JU3650
 JU3650  HISTORY     - Date     Condition        Report By
 JU3650  HISTORY     - 1961     MONUMENTED       CGS
 JU3650  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU3650
 JU3650                          STATION DESCRIPTION
 JU3650
 JU3650'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3650'THE STATION IS LOCATED NEAR THE DELAWARE AND PENNSYLVANIA
 JU3650'BOUNDARY LINE, ABOUT 10.0 MILES SOUTH-SOUTHEAST OF WEST
 JU3650'CHESTER, PENNSYLVANIA, 7.0 MILES NORTH OF THE CENTRAL SECTION
 JU3650'OF WILMINGTON, DELAWARE, 5.0 MILES NORTHWEST OF ARDEN,
 JU3650'PENNSYLVANIA, 4.0 MILES WEST OF BOOTH COR, PENNSYLVANIA, 2.0
 JU3650'MILES SOUTH OF ELAM, PENNSYLVANIA AND ALONG THE WEST SIDE OF
 JU3650'U.S. HIGHWAY 202 ON STATE HIGHWAY PROPERTY.  IT IS 57.6 FEET
 JU3650'SOUTH-SOUTHWEST OF POWERLINE GUY POLE, 56.7 FEET SOUTHEAST OF
 JU3650'POWERLINE POLE NO. 6244, 49.7 FEET EAST OF THE CENTERLINE OF
 JU3650'THE NORTH BOUND TRAFFIC LANE OF U.S. HIGHWAY 202, 22.9 FEET
 JU3650'NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND TRAFFIC LANE
 JU3650'OF U.S. HIGHWAY 202, 3.0 FEET SOUTH OF THE NORTH END OF
 JU3650'THE CONCRETE CURB, 2.5 FEET WEST OF THE EAST SIDE OF THE
 JU3650'CONCRETE CURB, 2.5 FEET EAST OF THE WEST SIDE OF THE
 JU3650'CONCRETE CURB AND THE MARK PROJECTS ABOUT 3 INCHES ABOVE THE
 JU3650'SURFACE OF THE GROUND.
 JU3650
 JU3650                          STATION RECOVERY (2013)
 JU3650
 JU3650'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3650'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1431 ***********************************************************************
 HU1431  DESIGNATION -  MUDDY CREEK
 HU1431  PID         -  HU1431
 HU1431  STATE/COUNTY-  DE/KENT
 HU1431  COUNTRY     -  US
 HU1431  USGS QUAD   -  MISPILLION RIVER (2016)
 HU1431
 HU1431                         *CURRENT SURVEY CONTROL
 HU1431  ______________________________________________________________________
 HU1431* NAD 83(1991) POSITION- 38 59 02.16379(N) 075 18 46.67488(W)   ADJUSTED
 HU1431* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 HU1431  ______________________________________________________________________
 HU1431  GEOID HEIGHT    -        -35.204 (meters)                     GEOID18
 HU1431  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 HU1431  HORZ ORDER      -  THIRD
 HU1431
 HU1431.The horizontal coordinates were established by classical geodetic methods
 HU1431.and adjusted by the National Geodetic Survey in January 1992.
 HU1431
 HU1431.The orthometric height was scaled from a topographic map.
 HU1431
 HU1431.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1431.GEOID18 height accuracy estimate available here.
 HU1431
 HU1431.Click photographs - Photos may exist for this station.
 HU1431
 HU1431.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1431
 HU1431. The following values were computed from the NAD 83(1991) position.
 HU1431
 HU1431;                    North         East     Units Scale Factor Converg.
 HU1431;SPC DE       -   109,227.006   208,985.269   MT  0.99999599   +0 03 54.9
 HU1431;SPC DE       -   358,355.60    685,645.84   sFT  0.99999599   +0 03 54.9
 HU1431;SPC NJ       -    17,031.481    79,566.367   MT  0.99996107   -0 30 41.3
 HU1431;SPC NJ       -    55,877.45    261,043.99   sFT  0.99996107   -0 30 41.3
 HU1431;UTM  18      - 4,315,040.341   472,893.635   MT  0.99960905   -0 11 48.8
 HU1431
 HU1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1431!SPC DE       -   1.00000556  x   0.99999599  =   1.00000155
 HU1431!SPC NJ       -   1.00000556  x   0.99996107  =   0.99996663
 HU1431!UTM  18      -   1.00000556  x   0.99960905  =   0.99961461
 HU1431
 HU1431:                Primary Azimuth Mark                     Grid Az
 HU1431:SPC DE       -  DEEP WATER                               345 01 18.2
 HU1431:SPC NJ       -  DEEP WATER                               345 35 54.4
 HU1431:UTM  18      -  DEEP WATER                               345 17 01.9
 HU1431
 HU1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7289315040(NAD 83)
 HU1431
 HU1431|---------------------------------------------------------------------|
 HU1431| PID    Reference Object                     Distance      Geod. Az  |
 HU1431|                                                           dddmmss.s |
 HU1431| JU3384 DEEP WATER                          APPROX.24.7 KM 3450513.1 |
 HU1431|---------------------------------------------------------------------|
 HU1431
 HU1431                          SUPERSEDED SURVEY CONTROL
 HU1431
 HU1431  NAD 83(1986)-  38 59 02.15586(N)    075 18 46.68154(W) AD(       ) 3
 HU1431  NAD 27      -  38 59 01.68400(N)    075 18 48.09300(W) AD(       ) 3
 HU1431  USBS        -  38 58 58.86000(N)    075 18 28.29000(W) AD(       ) 3
 HU1431  USSD        -  38 59 02.19100(N)    075 18 47.85700(W) AD(       ) 3
 HU1431
 HU1431.Superseded values are not recommended for survey control.
 HU1431
 HU1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1431.See file dsdata.pdf to determine how the superseded data were derived.
 HU1431
 HU1431_MARKER: Z = SEE DESCRIPTION
 HU1431
 HU1431  HISTORY     - Date     Condition        Report By
 HU1431  HISTORY     - 1841     MONUMENTED       COASUR
 HU1431  HISTORY     - 1946     MARK NOT FOUND   CGS
 HU1431
 HU1431                          STATION DESCRIPTION
 HU1431
 HU1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 HU1431'THIS STATION IS LOST.  A TWO-HOUR SEARCH WAS MADE BY MR. THOMAS
 HU1431'W. MERRIKEN, PHOTO AID, ON A LAND PARTY, AND LATER SEARCHED FOR
 HU1431'BY THE BOAT PARTY OF FREDERICK F. KAISER, AIR PHOTO OBSERVER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3380 ***********************************************************************
 JU3380  DESIGNATION -  MURDERKILL R REAR RANGE LIGHT
 JU3380  PID         -  JU3380
 JU3380  STATE/COUNTY-  DE/KENT
 JU3380  COUNTRY     -  US
 JU3380  USGS QUAD   -  FREDERICA (2016)
 JU3380
 JU3380                         *CURRENT SURVEY CONTROL
 JU3380  ______________________________________________________________________
 JU3380* NAD 83(1991) POSITION- 39 03 18.40607(N) 075 24 22.65110(W)   ADJUSTED
 JU3380* NAVD 88 ORTHO HEIGHT -    21.    (meters)       69.    (feet) SCALED
 JU3380  ______________________________________________________________________
 JU3380  GEOID HEIGHT    -        -34.917 (meters)                     GEOID18
 JU3380  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 JU3380  HORZ ORDER      -  THIRD
 JU3380
 JU3380.The horizontal coordinates were established by classical geodetic methods
 JU3380.and adjusted by the National Geodetic Survey in January 1992.
 JU3380
 JU3380.The orthometric height was scaled from a topographic map.
 JU3380
 JU3380.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3380.GEOID18 height accuracy estimate available here.
 JU3380
 JU3380.Click photographs - Photos may exist for this station.
 JU3380
 JU3380.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3380
 JU3380. The following values were computed from the NAD 83(1991) position.
 JU3380
 JU3380;                    North         East     Units Scale Factor Converg.
 JU3380;SPC DE       -   117,123.834   200,898.020   MT  0.99999501   +0 00 23.5
 JU3380;SPC DE       -   384,263.78    659,112.92   sFT  0.99999501   +0 00 23.5
 JU3380;SPC NJ       -    25,009.155    71,559.290   MT  0.99997574   -0 34 15.8
 JU3380;SPC NJ       -    82,050.87    234,774.10   sFT  0.99997574   -0 34 15.8
 JU3380;UTM  18      - 4,322,971.072   464,845.714   MT  0.99961522   -0 15 21.6
 JU3380
 JU3380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3380!SPC DE       -   1.00000219  x   0.99999501  =   0.99999720
 JU3380!SPC NJ       -   1.00000219  x   0.99997574  =   0.99997793
 JU3380!UTM  18      -   1.00000219  x   0.99961522  =   0.99961741
 JU3380
 JU3380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6484522971(NAD 83)
 JU3380
 JU3380                          SUPERSEDED SURVEY CONTROL
 JU3380
 JU3380  NAD 83(1986)-  39 03 18.39645(N)    075 24 22.65845(W) AD(       ) 3
 JU3380  NAD 27      -  39 03 17.99100(N)    075 24 23.95100(W) AD(       ) 3
 JU3380
 JU3380.Superseded values are not recommended for survey control.
 JU3380
 JU3380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3380.See file dsdata.pdf to determine how the superseded data were derived.
 JU3380
 JU3380_MARKER: 15 = RANGE MARKER
 JU3380_MARK LOGO: CGS
 JU3380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3380+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1983
 JU3380
 JU3380  HISTORY     - Date     Condition        Report By
 JU3380  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3380  HISTORY     - 1946     GOOD             CGS
 JU3380  HISTORY     - 1969     GOOD             CGS
 JU3380  HISTORY     - 19830101 GOOD             NOS
 JU3380
 JU3380                          STATION DESCRIPTION
 JU3380
 JU3380'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3380'ACCORDING TO MR. W.W. STOKESBURY, BOWERS, DELAWARE, MURDERKILL
 JU3380'R. RANGE HAS BEEN IN PRESENT POSITION FOR PAST FIFTY
 JU3380'YEARS.  STATION RECOVERED IN GOOD CONDITION.
 JU3380
 JU3380                          STATION RECOVERY (1969)
 JU3380
 JU3380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 JU3380'STATION RECOVERED IN GOOD CONDITION.  ACCORDING TO LOCAL
 JU3380'RESIDENTS, THIS IS THE SAME LIGHT LOCATED IN 1933.  LOCATED ON
 JU3380'SOUTH SIDE OF HIGHWAY, ABOUT 0.6 MILE WEST OF BOWERS BEACH.
 JU3380
 JU3380                          STATION RECOVERY (1983)
 JU3380
 JU3380'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983
 JU3380'THE STATION IS A NAVIGATION LIGHT LOCATED ON THE SE SIDE OF BOWERS
 JU3380'BEACH ROAD ABOUT 1.0 KM (0.60 MI) SW OF BOWERS.
 JU3380'TO REACH STATION PROCEED TO BOWERS BEACH AREA.
 JU3380'STATION IS THE CENTER OF THE HIGHEST VERTICAL POINT OF A ---F W---
 JU3380'LIGHT ATOP A FOUR-LEGGED STEEL SKELETON TOWER.  A RED AND WHITE RANGE
 JU3380'MARKER IS ATTACHED TO THE ENE SIDE OF THE TOWER.  REFER TO THE 1982
 JU3380'LIGHT LIST NO. 2161.
 JU3380'A CGS BM STAMPED---P36 1963--- IS ON THE CONCRETE BASE OF THE NNW
 JU3380'TOWER LEG.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1421 ***********************************************************************
 HU1421  DESIGNATION -  MUSTARD
 HU1421  PID         -  HU1421
 HU1421  STATE/COUNTY-  DE/SUSSEX
 HU1421  COUNTRY     -  US
 HU1421  USGS QUAD   -  FAIRMOUNT (2016)
 HU1421
 HU1421                         *CURRENT SURVEY CONTROL
 HU1421  ______________________________________________________________________
 HU1421* NAD 83(1991) POSITION- 38 40 23.20032(N) 075 08 06.74992(W)   ADJUSTED
 HU1421* NAVD 88 ORTHO HEIGHT -     4.3   (meters)       14.    (feet) VERTCON3
 HU1421  ______________________________________________________________________
 HU1421  GEOID HEIGHT    -        -35.703 (meters)                     GEOID18
 HU1421  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 HU1421  HORZ ORDER      -  SECOND
 HU1421
 HU1421.The horizontal coordinates were established by classical geodetic methods
 HU1421.and adjusted by the National Geodetic Survey in January 1992.
 HU1421
 HU1421.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1421
 HU1421.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1421.GEOID18 height accuracy estimate available here.
 HU1421
 HU1421.Click photographs - Photos may exist for this station.
 HU1421
 HU1421.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1421
 HU1421. The following values were computed from the NAD 83(1991) position.
 HU1421
 HU1421;                    North         East     Units Scale Factor Converg.
 HU1421;SPC DE       -    74,754.486   224,493.414   MT  1.00000238   +0 10 33.2
 HU1421;SPC DE       -   245,257.01    736,525.48   sFT  1.00000238   +0 10 33.2
 HU1421;UTM  18      - 4,280,511.072   488,238.393   MT  0.99960170   -0 05 04.2
 HU1421
 HU1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1421!SPC DE       -   1.00000493  x   1.00000238  =   1.00000731
 HU1421!UTM  18      -   1.00000493  x   0.99960170  =   0.99960663
 HU1421
 HU1421:                Primary Azimuth Mark                     Grid Az
 HU1421:SPC DE       -  MUSTARD AZ MK                            357 04 36.5
 HU1421:UTM  18      -  MUSTARD AZ MK                            357 20 13.9
 HU1421
 HU1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8823880511(NAD 83)
 HU1421
 HU1421|---------------------------------------------------------------------|
 HU1421| PID    Reference Object                     Distance      Geod. Az  |
 HU1421|                                                           dddmmss.s |
 HU1421| HU1422 ARNOLDS BARN CUPOLA                 APPROX. 2.0 KM 0081025.9 |
 HU1421| HU1369 ELLA DODDS HOUSE CHIMNEY            APPROX. 3.0 KM 0363912.7 |
 HU1421| DC8183 MUSTARD RM 3                         18.000 METERS 05719     |
 HU1421| HU1361 REHOBOTH BEACH LIFE SAVING STA      APPROX. 5.9 KM 0663217.9 |
 HU1421| DC8181 MUSTARD RM                           24.370 METERS 12536     |
 HU1421| HU1372 INDIAN RIVER CG CUPOLA              APPROX. 7.4 KM 1261821.7 |
 HU1421| DC8182 MUSTARD RM 2                         28.715 METERS 14452     |
 HU1421| DC8180 MUSTARD AZ MK                                      3571509.7 |
 HU1421|---------------------------------------------------------------------|
 HU1421
 HU1421                          SUPERSEDED SURVEY CONTROL
 HU1421
 HU1421  NAD 83(1986)-  38 40 23.18588(N)    075 08 06.76272(W) AD(       ) 2
 HU1421  NAD 27      -  38 40 22.78675(N)    075 08 08.10408(W) AD(       ) 2
 HU1421  USSD        -  38 40 23.16600(N)    075 08 07.92400(W) AD(       ) 3
 HU1421  NGVD 29 (07/19/86)    4.5    (m)           15.     (f) VERT ANG       
 HU1421
 HU1421.Superseded values are not recommended for survey control.
 HU1421
 HU1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1421.See file dsdata.pdf to determine how the superseded data were derived.
 HU1421
 HU1421_MARKER: DS = TRIANGULATION STATION DISK
 HU1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1421_STAMPING: MUSTARD 1909
 HU1421_MARK LOGO: CGS
 HU1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1421+STABILITY: SURFACE MOTION
 HU1421
 HU1421  HISTORY     - Date     Condition        Report By
 HU1421  HISTORY     - 1909     MONUMENTED       CGS
 HU1421  HISTORY     - 1934     GOOD             CGS
 HU1421  HISTORY     - 1943     GOOD             CGS
 HU1421  HISTORY     - 1954     GOOD             USGS
 HU1421  HISTORY     - 1962     GOOD             CGS
 HU1421  HISTORY     - 1962     SEE DESCRIPTION  CGS
 HU1421  HISTORY     - 1971     GOOD             NGS
 HU1421  HISTORY     - 1975     GOOD             NGS
 HU1421
 HU1421                          STATION DESCRIPTION
 HU1421
 HU1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (ES)
 HU1421'THIS STATION IS ON THE ANGOLA SHORE OF REHOBOTH BAY JUST S
 HU1421'OF LOVE CREEK.  IT IS ON AN ELEVATION IN THE MARSH ABOUT S
 HU1421'OF THE ROBSON FARMHOUSE.  THE ELEVATION IS SURROUNDED BY HARD
 HU1421'MARSH AND ON THE S SIDE ARE SOME SCATTERED TREES.  THE STATION
 HU1421'IS ON THE HIGHEST POINT AND SHOULD BE EASILY FOUND.  LAND IS
 HU1421'OWNED BY JAMES MUSTARD.
 HU1421'
 HU1421'STATION IS MARKED WITH COPPER TRIANGULATION-STATION MARK
 HU1421'SET IN CEMENT 3 FEET BELOW SURFACE AND WITH BLOCK OF CEMENT
 HU1421'ABOVE, IN WHICH IS SET ANOTHER COPPER TRIANGULATION-STATION
 HU1421'MARK FASTENED IN 1-INCH GALVANIZED-IRON PIPE 18 INCHES LONG.
 HU1421'
 HU1421'REFERENCE MARK IS NEARLY IN LINE TO STATION INLET AND IS A
 HU1421'CEMENT BLOCK WITH BOTTLE TO MARK CENTER.
 HU1421
 HU1421                          STATION RECOVERY (1934)
 HU1421
 HU1421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1421'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 HU1421'
 HU1421'DESCRIPTION REVISED TO READ AS FOLLOWS--ON W SHORE OF REHOBOTH
 HU1421'BAY ON ANGOLA NECK ON ELEVATION IN MARSH KNOWN AS HORSE
 HU1421'ISLAND.  ELEVATION OR HUMMOCK IS ABOUT 1/2 MILE S ALONG
 HU1421'SHORE LINE FROM TWO SMALL COTTAGES AT END OF FARM ROAD WHICH
 HU1421'ARE DIRECTLY ON SHORE ON REHOBOTH BAY.  ELEVATION IS FIRST ONE
 HU1421'S OF COTTAGES, IS OVERGROWN WITH DENSE GROWTH OF BRIARS AND
 HU1421'VINES, AND HAS SMALL CLUMP OF 30-FOOT PINES GROWING ON ITS
 HU1421'INSHORE END.  STATION IS LOCATED ON HIGHEST PART OF HUMMOCK
 HU1421'ABOUT 30 METERS NE FROM EDGE OF THE CLUMP OF PINES.
 HU1421'
 HU1421'SURFACE, AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 HU1421'IN CONCRETE.
 HU1421'
 HU1421'REFERENCE MARK IS A CONCRETE BLOCK WITH GLASS BOTTLE
 HU1421'MARKING ITS CENTER.
 HU1421'
 HU1421'BEST REACHED BY BOAT FROM REHOBOTH BAY, BUT MAY BE REACHED
 HU1421'BY LAND AS FOLLOWS--FROM VILLAGE OF ANGOLA, DELAWARE, GO N
 HU1421'ON MACADAM ROAD 1/4 MILE.  TURN RIGHT ON COUNTY ROAD (DIRT) AND
 HU1421'PROCEED E TO ITS END.  TURN LEFT AND GO N 1/4 MILE TO JUNCTION
 HU1421'WITH FARM ROAD FROM E AT 3 LARGE OAKS.  TURN RIGHT AND FOLLOW
 HU1421'FARM ROAD TO FORK.  TAKE RIGHT FORK TO FARM OF SYLVESTER
 HU1421'BOOKHAMMER, AND FROM THERE FIELD ROAD TO COTTAGES ON
 HU1421'REHOBOTH BAY.  WALK S ALONG SHORE LINE TO HORSE ISLAND.
 HU1421'
 HU1421'SKETCH SHOWING LOCATION OF STATION MUSTARD.
 HU1421
 HU1421                          STATION RECOVERY (1943)
 HU1421
 HU1421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1421'RECOVERED AS DESCRIBED, EXCEPT FOR THE FOLLOWING DISCREPANCY--
 HU1421'
 HU1421'THE REFERENCE MARK IS LOCATED 79.85 FEET OR 24.338 METERS
 HU1421'SE OF THE STATION.
 HU1421
 HU1421                          STATION RECOVERY (1954)
 HU1421
 HU1421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 HU1421'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS GOOD
 HU1421'EXCEPT FOR THE FACT THAT THE HUMMOCK IS NO LONGER COVERED WITH
 HU1421'BRUSH BUT IS NOW CLEARED AND ON A FARM OWNED BY HOWARD BRIMMER.
 HU1421'
 HU1421'REFERENCE MARK WAS BURIED ABOUT 12 INCHES BY MR. BRIMMER.
 HU1421
 HU1421                          STATION RECOVERY (1962)
 HU1421
 HU1421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKW)
 HU1421'THE STATION WAS RECOVERED IN GOOD CONDITION.  R.M. NO. 1
 HU1421'WAS NOT FOUND.  THE STATION IS LOCATED ON ANGOLA NECK, ON THE
 HU1421'WEST SHORE OF REHOBOTH BAY, JUST SOUTH OF ENTRANCE TO LOVE CREEK,
 HU1421'ABOUT 4 MILES SOUTHWEST OF REHOBOTH BEACH, AND ABOUT 4 MILES
 HU1421'NORTHWEST OF INDIAN RIVER INLET, THE STATION IS ON THE HIGHEST
 HU1421'POINT OF A CULTIVATED FIELD, 137.0 FEET SOUTH OF A FENCE LINE,
 HU1421'136.0 FEET SOUTH WEST OF A 8 INCH OAK TREE, 95.8 FEET
 HU1421'SOUTHEAST OF A 12 INCH OAK TREE AND 2.0 FEET NORTH OF AN IRON
 HU1421'WITNESS POST.  THE STATION IS A STANDARD DISK, NOT STAMPED
 HU1421'SET IN THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT WHICH IS
 HU1421'FLUSH WITH THE GROUND.
 HU1421'
 HU1421'R.M. 2 IS SOUTH OF THE STATION, 200.0 FEET WEST OF A CEDAR
 HU1421'BUSH, AND 139.4 FEET SOUTHEAST OF A 12 INCH OAK TREE.  IT IS
 HU1421'MARKED BY A STANDARD DISK, STAMPED MUSTARD NO 2 1909 SET IN TOP
 HU1421'OF A 10 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 HU1421'ABOVE THE GROUND.
 HU1421'
 HU1421'R.M. 3 IS SOUTHEAST OF THE STATION, 80.0 FEET SOUTH OF
 HU1421'MARSHLINE AND 66.0 FEET WEST OF A CEDAR BUSH.  IT IS MARKED BY
 HU1421'A STANDARD DISK, STAMPED MUSTARD NO 3 1909 SET IN THE TOP OF
 HU1421'A 10 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 HU1421'ABOVE THE GROUND.
 HU1421'
 HU1421'TO REACH THE STATION FROM THE INTERSECTION OF STATE
 HU1421'HIGHWAYS 14 AND 24(WHICH IS ABOUT 3.0 MILES NORTHWEST OF
 HU1421'REHOBOTH BEACH), GO WEST ON STATE HIGHWAY 24 FOR 3.0 MILES TO
 HU1421'FIRST ROAD ON THE LEFT JUST WEST OF LOVE CREEK BRIDGE, THEN
 HU1421'TURN LEFT, (EAST SOUTHEAST) AND GO 1.6 MILES ON BLACKTOP ROAD
 HU1421'TO THE JOY BEACH ROAD TO THE LEFT, THEN TURN LEFT(EAST) AND GO
 HU1421'0.4 MILES ON UNPAVED ROAD TO FORK IN ROAD THEN TRAVEL PAVED
 HU1421'ROAD STRAIGHT AHEAD 0.9 MILES TO JOY BEACH, THEN WALK WEST
 HU1421'ALONG THE SHORE ABOUT 0.4 MILES TO STATION.  IT IS ON THE
 HU1421'HIGHEST POINT IN A CULTIVATED FIELD, WEST OF A HOUSE AND
 HU1421'CEDAR BUSHES.
 HU1421'
 HU1421'THE LAND NOW IS UNDER CULTIVATION AND THE TREES HAVE BEEN
 HU1421'CLEARED AWAY, TWO NEW REFERENCE MARKS WERE SET DURING RECOVERY.
 HU1421
 HU1421                          STATION RECOVERY (1962)
 HU1421
 HU1421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1421'THE STATION MARK WAS RECOVERED, BUT IN POOR CONDITION.  IT
 HU1421'APPARENTLY HAD BEEN HIT BY MACHINERY AND WAS LEANING.  A NEW
 HU1421'MONUMENT AND MARK WAS ESTABLISHED HOLDING THE POINT OVER THE
 HU1421'UNDERGROUND STATION MARK.  REFERENCE MARK NO. 1 WAS NOT
 HU1421'RECOVERED.  A NEW REFERENCE MARK 2 AND 3 HAD BEEN ESTABLISHED,
 HU1421'IT IS ASSUMED BY THE PHOTOGRAMMETRY PARTY AT A PREVIOUS
 HU1421'DATE.  AN AZIMUTH MARK WAS ESTABLISHED ON THIS DATE.  A NEW
 HU1421'TO REACH THE STATION IS AS FOLLOWS.
 HU1421'
 HU1421'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 HU1421'14 AND 18 ABOUT 2.0 MILES SOUTHWEST OF LEWES, DELAWARE.  GO
 HU1421'SOUTH-SOUTHEAST ON STATE HIGHWAY 14 FOR 2.64 MILES TO THE
 HU1421'JUNCTION OF STATE HIGHWAY 24.  TURN RIGHT AND GO WEST ON
 HU1421'STATE HIGHWAY 24 FOR 2.5 MILES TO LOVE CREEK BRIDGE.  CONTINUE
 HU1421'STRAIGHT AHEAD, SOUTHWEST, ON STATE HIGHWAY 24 FOR 0.44 MILE
 HU1421'TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON A BLACKTOP
 HU1421'ROAD FOR 1.66 MILES TO A SIDE ROAD LEFT, AND SIGN JOY
 HU1421'BEACH.  TURN LEFT AS PER SIGN JOY BEACH AND GO NORTHEAST ON
 HU1421'A BLACKTOP ROAD FOR 0.38 MILE TO A FORK AT THE END OF THE
 HU1421'BLACKTOP.  TAKE THE RIGHT HAND FORK AND CONTINUE NORTHEAST
 HU1421'ON A GRAVELED ROAD FOR 0.97 MILE TO A TRACK ROAD ON THE
 HU1421'RIGHT AND THE AZIMUTH MARK AS DESCRIBED.  TURN RIGHT AND GO
 HU1421'SOUTH ON THE TRACK ROAD ALONG THE HIGH WATER LINE FOR 0.35
 HU1421'MILE TO THE STATION ON A SMALL KNOLL WHICH IS NOW UNDER
 HU1421'CULTIVATION.
 HU1421'
 HU1421'THE STATION MARK, A STANDARD DISK STAMPED MUSTARD 1909, IS
 HU1421'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 HU1421'ABOUT 10 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 95.6
 HU1421'FEET EAST OF A 15-INCH OAK TREE, 92.4 FEET NORTH OF AN EAST
 HU1421'AND WEST FENCELINE AND 1.2 FEET NORTH OF A STANDARD METAL
 HU1421'WITNESS POST.
 HU1421'
 HU1421'REFERENCE MARK 2, A STANDARD DISK STAMPED MUSTARD NO 2 1909,
 HU1421'IS SET IN THE TOP OF A 8-INCH CONCRETE CYLINDER PROJECTING
 HU1421'ABOUT 2-INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 140.0
 HU1421'FEET EAST OF A 15-INCH OAK TREE, 1.1 FOOT WEST OF A STANDARD
 HU1421'METAL WITNESS POST AND MARKER AND 1.0 FEET NORTH OF AN
 HU1421'EAST AND WEST FENCELINE,
 HU1421'
 HU1421'REFERENCE MARK 3, A STANDARD DISK STAMPED MUSTARD NO 3 1909,
 HU1421'IS SET IN THE TOP OF AN 8-INCH CONCRETE CYLINDER PROJECTING
 HU1421'ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 78.0
 HU1421'FEET SOUTH OF A FENCE CORNER, 14.0 FEET EAST OF THE EAST
 HU1421'EDGE OF THE CULTIVATED FIELD AND 1.6 FEET WEST OF A
 HU1421'STANDARD METAL WITNESS POST AND MARKER.
 HU1421'
 HU1421'AZIMUTH MARK, A STANDARD DISK STAMPED MUSTARD 1909 1962, IS
 HU1421'SET IN A DRILL HOLE IN TOP OF A 6-INCH WIDE, 2.0 FOOT SQUARE
 HU1421'CONCRETE STORM SEWER.  IT IS SET IN THE SOUTHEAST END OF
 HU1421'THE CONCRETE WALL, 190.0 FEET WEST OF THE SHORELINE, 162.0
 HU1421'FEET EAST OF THE CENTER OF THE INTERSECTION OF THE EAST AND
 HU1421'WEST GRAVELED ROAD AND THE SIDE TRACK ROAD, 18.0 FEET SOUTH
 HU1421'OF THE CENTERLINE OF THE EAST AND WEST ROAD AND 2.2 FEET
 HU1421'EAST OF A STANDARD METAL WITNESS POST AND MARKER.
 HU1421'
 HU1421'NOTE--THE STATION IS ON PROPERTY OWNED BY MR. C. HOWARD BRIMER.
 HU1421'
 HU1421'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
 HU1421
 HU1421                          STATION RECOVERY (1971)
 HU1421
 HU1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JKW)
 HU1421'STATION MARK, RMS 2 AND 3, AND AZIMUTH MARK WERE RECOVERED
 HU1421'IN GOOD CONDITION.  THE 1962 RECOVERY NOTE BY R. W. T. IS
 HU1421'ADEQUATE WITH THE FOLLOWING CHANGES--
 HU1421'
 HU1421'THE DISTANCE AND DIRECTION TO RM 3 IS INCORRECT.  DISTANCE
 HU1421'IS 131.50 FEET NOT 59.05 OR 123.80 AND THE DIRECTION IS
 HU1421'14-02-39.8 NOT 04-02-39.8.
 HU1421'
 HU1421'DELETE REFERENCES TO FENCE LINES AS THEY HAVE BEEN REMOVED.
 HU1421
 HU1421                          STATION RECOVERY (1975)
 HU1421
 HU1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 HU1421'THIS STATION SITE WAS RECOVERED BY THE 1962 DESCRIPTION OF
 HU1421'R.W.T., AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.
 HU1421'
 HU1421'IT WAS LEARNED THAT THIS PROPERTY NOW IS OWNED BY MR JOHN
 HU1421'W. GIBSON, PICKETT STREET, ARLINGTON VIRGINIA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1321 ***********************************************************************
 JU1321  DESIGNATION -  N 11
 JU1321  PID         -  JU1321
 JU1321  STATE/COUNTY-  DE/KENT
 JU1321  COUNTRY     -  US
 JU1321  USGS QUAD   -  MARYDEL (2016)
 JU1321
 JU1321                         *CURRENT SURVEY CONTROL
 JU1321  ______________________________________________________________________
 JU1321* NAD 83(1986) POSITION- 39 02 00.     (N) 075 43 10.     (W)   SCALED
 JU1321* NAVD 88 ORTHO HEIGHT -    18.561 (meters)       60.90  (feet) ADJUSTED
 JU1321  ______________________________________________________________________
 JU1321  GEOID HEIGHT    -        -34.551 (meters)                     GEOID18
 JU1321  DYNAMIC HEIGHT  -         18.551 (meters)       60.86  (feet) COMP
 JU1321  MODELED GRAVITY -    980,063.9   (mgal)                       NAVD 88
 JU1321
 JU1321  VERT ORDER      -  SECOND    CLASS 0
 JU1321
 JU1321.The horizontal coordinates were scaled from a map and have
 JU1321.an estimated accuracy of +/- 6 seconds.
 JU1321
 JU1321.The orthometric height was determined by differential leveling and
 JU1321.adjusted by the NATIONAL GEODETIC SURVEY
 JU1321.in June 1991.
 JU1321
 JU1321.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1321.GEOID18 height accuracy estimate available here.
 JU1321
 JU1321.Click photographs - Photos may exist for this station.
 JU1321
 JU1321.The dynamic height is computed by dividing the NAVD 88
 JU1321.geopotential number by the normal gravity value computed on the
 JU1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1321.degrees latitude (g = 980.6199 gals.).
 JU1321
 JU1321.The modeled gravity was interpolated from observed gravity values.
 JU1321
 JU1321;                    North         East    Units  Estimated Accuracy
 JU1321;SPC DE       -   114,750.      173,780.      MT  (+/- 180 meters Scaled)
 JU1321
 JU1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ377207(NAD 83)
 JU1321
 JU1321                          SUPERSEDED SURVEY CONTROL
 JU1321
 JU1321  NGVD 29 (11/26/84)   18.799  (m)           61.68   (f) ADJUSTED    2 0
 JU1321
 JU1321.Superseded values are not recommended for survey control.
 JU1321
 JU1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1321.See file dsdata.pdf to determine how the superseded data were derived.
 JU1321
 JU1321_MARKER: DB = BENCH MARK DISK
 JU1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1321_STAMPING: N 11 1942
 JU1321_MARK LOGO: CGS
 JU1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1321+STABILITY: SURFACE MOTION
 JU1321
 JU1321  HISTORY     - Date     Condition        Report By
 JU1321  HISTORY     - 1942     MONUMENTED       CGS
 JU1321  HISTORY     - 20120321 MARK NOT FOUND   DELCOS
 JU1321
 JU1321                          STATION DESCRIPTION
 JU1321
 JU1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JU1321'AT SANDTOWN.
 JU1321'THIS MARK IS AT SANDTOWN, KENT COUNTY, AT THE T JUNCTION OF
 JU1321'HIGHWAY 10 AND A PAVED ROAD WHICH RUNS SOUTH FROM THE HIGHWAY,
 JU1321'27.3 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 10, 39.3 FEET
 JU1321'EAST OF THE CENTER LINE OF THE SECOND PAVED ROAD, SET IN THE
 JU1321'SOUTHEAST ANGLE OF THE JUNCTION, ABOUT 2.0 FEET HIGHER THAN
 JU1321'THE HIGHWAY, 2.0 FEET NORTH OF A STANDARD REFERENCE POST.
 JU1321
 JU1321                          STATION RECOVERY (2012)
 JU1321
 JU1321'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1321'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1322 ***********************************************************************
 JU1322  DESIGNATION -  N 11 RESET
 JU1322  PID         -  JU1322
 JU1322  STATE/COUNTY-  DE/KENT
 JU1322  COUNTRY     -  US
 JU1322  USGS QUAD   -  MARYDEL (2016)
 JU1322
 JU1322                         *CURRENT SURVEY CONTROL
 JU1322  ______________________________________________________________________
 JU1322* NAD 83(1986) POSITION- 39 02 00.     (N) 075 43 10.     (W)   SCALED
 JU1322* NAVD 88 ORTHO HEIGHT -    18.49  (meters)       60.7   (feet) RESET
 JU1322  ______________________________________________________________________
 JU1322  GEOID HEIGHT    -        -34.551 (meters)                     GEOID18
 JU1322  VERT ORDER      -  THIRD
 JU1322
 JU1322.The horizontal coordinates were scaled from a map and have
 JU1322.an estimated accuracy of +/- 6 seconds.
 JU1322
 JU1322.The orthometric height was computed from unverified reset data.
 JU1322
 JU1322.No vertical observational check was made to the station.
 JU1322
 JU1322.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1322.GEOID18 height accuracy estimate available here.
 JU1322
 JU1322.Click photographs - Photos may exist for this station.
 JU1322
 JU1322;                    North         East    Units  Estimated Accuracy
 JU1322;SPC DE       -   114,750.      173,780.      MT  (+/- 180 meters Scaled)
 JU1322
 JU1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ377207(NAD 83)
 JU1322
 JU1322                          SUPERSEDED SURVEY CONTROL
 JU1322
 JU1322  NGVD 29 (??/??/??)   18.73   (m)           61.5    (f) RESET       3  
 JU1322
 JU1322.Superseded values are not recommended for survey control.
 JU1322
 JU1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1322.See file dsdata.pdf to determine how the superseded data were derived.
 JU1322
 JU1322_MARKER: DB = BENCH MARK DISK
 JU1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1322_STAMPING: N 11 RESET 1959
 JU1322_MARK LOGO: CGS
 JU1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1322+STABILITY: SURFACE MOTION
 JU1322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1322+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2003
 JU1322
 JU1322  HISTORY     - Date     Condition        Report By
 JU1322  HISTORY     - 1959     MONUMENTED       DEDHT
 JU1322  HISTORY     - 1959     GOOD             CGS
 JU1322  HISTORY     - 1964     GOOD             CGS
 JU1322  HISTORY     - 1981     GOOD             UDE
 JU1322  HISTORY     - 20030211 MARK NOT FOUND   MDSHA
 JU1322  HISTORY     - 20120321 MARK NOT FOUND   DELCOS
 JU1322
 JU1322                          STATION DESCRIPTION
 JU1322
 JU1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1322'0.2 MI SE FROM SANDTOWN.
 JU1322'AT SANDTOWN, KENT COUNTY, 0.2 MILE SOUTHEAST OF TOWN, AT THE
 JU1322'T-JUNCTION OF STATE HIGHWAY 10 AND A PAVED ROAD LEADING SOUTH,
 JU1322'26.22 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD, AND 76.55
 JU1322'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND SET IN THE
 JU1322'TOP OF A CONCRETE POST.
 JU1322
 JU1322                          STATION RECOVERY (1964)
 JU1322
 JU1322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU1322'RECOVERED IN GOOD CONDITION.
 JU1322
 JU1322                          STATION RECOVERY (1981)
 JU1322
 JU1322'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1322'RECOVERED IN GOOD CONDITION.
 JU1322
 JU1322                          STATION RECOVERY (2003)
 JU1322
 JU1322'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2003 (SFK)
 JU1322'THE STATION WAS SEARCHED FOR AND NOT RECOVERED. WHAT APPEARS TO BE THE
 JU1322'REMAINS OF THE CONCRETE MONUMENT WAS RECOVERED AT THE DESCRIBED
 JU1322'LOCATION, THE BENCH MARK DISK WAS NOT RECOVERED.
 JU1322
 JU1322                          STATION RECOVERY (2012)
 JU1322
 JU1322'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1322'BELIEVED TO BE DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1266 ***********************************************************************
 JU1266  DESIGNATION -  N 12
 JU1266  PID         -  JU1266
 JU1266  STATE/COUNTY-  DE/KENT
 JU1266  COUNTRY     -  US
 JU1266  USGS QUAD   -  KENTON (2016)
 JU1266
 JU1266                         *CURRENT SURVEY CONTROL
 JU1266  ______________________________________________________________________
 JU1266* NAD 83(1986) POSITION- 39 07 31.     (N) 075 44 35.     (W)   SCALED
 JU1266* NAVD 88 ORTHO HEIGHT -    18.568 (meters)       60.92  (feet) ADJUSTED
 JU1266  ______________________________________________________________________
 JU1266  GEOID HEIGHT    -        -34.157 (meters)                     GEOID18
 JU1266  DYNAMIC HEIGHT  -         18.558 (meters)       60.89  (feet) COMP
 JU1266  MODELED GRAVITY -    980,084.2   (mgal)                       NAVD 88
 JU1266
 JU1266  VERT ORDER      -  SECOND    CLASS 0
 JU1266
 JU1266.The horizontal coordinates were scaled from a map and have
 JU1266.an estimated accuracy of +/- 6 seconds.
 JU1266
 JU1266.The orthometric height was determined by differential leveling and
 JU1266.adjusted by the NATIONAL GEODETIC SURVEY
 JU1266.in June 1991.
 JU1266
 JU1266.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1266.GEOID18 height accuracy estimate available here.
 JU1266
 JU1266.Click photographs - Photos may exist for this station.
 JU1266
 JU1266.The dynamic height is computed by dividing the NAVD 88
 JU1266.geopotential number by the normal gravity value computed on the
 JU1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1266.degrees latitude (g = 980.6199 gals.).
 JU1266
 JU1266.The modeled gravity was interpolated from observed gravity values.
 JU1266
 JU1266;                    North         East    Units  Estimated Accuracy
 JU1266;SPC DE       -   124,960.      171,780.      MT  (+/- 180 meters Scaled)
 JU1266
 JU1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ357309(NAD 83)
 JU1266
 JU1266                          SUPERSEDED SURVEY CONTROL
 JU1266
 JU1266  NGVD 29 (11/26/84)   18.805  (m)           61.70   (f) ADJUSTED    2 0
 JU1266
 JU1266.Superseded values are not recommended for survey control.
 JU1266
 JU1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1266.See file dsdata.pdf to determine how the superseded data were derived.
 JU1266
 JU1266_MARKER: DB = BENCH MARK DISK
 JU1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1266_STAMPING: N 12 1942
 JU1266_MARK LOGO: CGS
 JU1266_PROJECTION: PROJECTING 8 CENTIMETERS
 JU1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1266+STABILITY: SURFACE MOTION
 JU1266
 JU1266  HISTORY     - Date     Condition        Report By
 JU1266  HISTORY     - 1942     MONUMENTED       CGS
 JU1266  HISTORY     - 1964     GOOD             CGS
 JU1266  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1266
 JU1266                          STATION DESCRIPTION
 JU1266
 JU1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1266'1 MI NE FROM MARYDEL.
 JU1266'1 MILE NORTHEAST ALONG A MACADAM ROAD FROM THE OLD PENNSYLVANIA
 JU1266'RAILROAD STATION AT MARYDEL, IN THE EDGE OF THE WOODS.  167 FEET
 JU1266'SOUTHWEST OF A DRAINAGE DITCH, 29 FEET SOUTHEAST OF THE CENTERLINE
 JU1266'OF THE ROAD AND 1 FOOT NORTH OF THE METAL POST AND WITNESS SIGN.
 JU1266'A STANDARD DISK IN THE TOP OF A CONCRETE POST AND PROJECTS
 JU1266'3-INCHES.
 JU1266
 JU1266                          STATION RECOVERY (1981)
 JU1266
 JU1266'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1266'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1245 ***********************************************************************
 JU1245  DESIGNATION -  N 14
 JU1245  PID         -  JU1245
 JU1245  STATE/COUNTY-  DE/KENT
 JU1245  COUNTRY     -  US
 JU1245  USGS QUAD   -  SMYRNA (2016)
 JU1245
 JU1245                         *CURRENT SURVEY CONTROL
 JU1245  ______________________________________________________________________
 JU1245* NAD 83(1986) POSITION- 39 19 26.     (N) 075 30 47.     (W)   SCALED
 JU1245* NAVD 88 ORTHO HEIGHT -     2.107 (meters)        6.91  (feet) ADJUSTED
 JU1245  ______________________________________________________________________
 JU1245  GEOID HEIGHT    -        -33.904 (meters)                     GEOID18
 JU1245  DYNAMIC HEIGHT  -          2.106 (meters)        6.91  (feet) COMP
 JU1245  MODELED GRAVITY -    980,110.8   (mgal)                       NAVD 88
 JU1245
 JU1245  VERT ORDER      -  THIRD
 JU1245
 JU1245.The horizontal coordinates were scaled from a map and have
 JU1245.an estimated accuracy of +/- 6 seconds.
 JU1245
 JU1245.The orthometric height was determined by differential leveling and
 JU1245.adjusted by the NATIONAL GEODETIC SURVEY
 JU1245.in June 1991.
 JU1245
 JU1245.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1245.GEOID18 height accuracy estimate available here.
 JU1245
 JU1245.Click photographs - Photos may exist for this station.
 JU1245
 JU1245.The dynamic height is computed by dividing the NAVD 88
 JU1245.geopotential number by the normal gravity value computed on the
 JU1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1245.degrees latitude (g = 980.6199 gals.).
 JU1245
 JU1245.The modeled gravity was interpolated from observed gravity values.
 JU1245
 JU1245;                    North         East    Units  Estimated Accuracy
 JU1245;SPC DE       -   146,970.      191,690.      MT  (+/- 180 meters Scaled)
 JU1245
 JU1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ557528(NAD 83)
 JU1245
 JU1245                          SUPERSEDED SURVEY CONTROL
 JU1245
 JU1245  NGVD 29 (11/26/84)    2.308  (m)            7.57   (f) ADJUSTED    3 0
 JU1245
 JU1245.Superseded values are not recommended for survey control.
 JU1245
 JU1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1245.See file dsdata.pdf to determine how the superseded data were derived.
 JU1245
 JU1245_MARKER: DB = BENCH MARK DISK
 JU1245_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU1245_STAMPING: N 14 1946
 JU1245_MARK LOGO: CGS
 JU1245_PROJECTION: PROJECTING 5 CENTIMETERS
 JU1245_MAGNETIC: I = MARKER IS A STEEL ROD
 JU1245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1245
 JU1245  HISTORY     - Date     Condition        Report By
 JU1245  HISTORY     - 1946     MONUMENTED       CGS
 JU1245  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1245  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 JU1245  HISTORY     - 20120321 MARK NOT FOUND   DELCOS
 JU1245
 JU1245                          STATION DESCRIPTION
 JU1245
 JU1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JU1245'2.6 MI N FROM DUTCH NECK CROSSROADS.
 JU1245'2.6 MILES NORTH ALONG A ROAD FROM DUTCH NECK CROSSROADS, KENT
 JU1245'COUNTY, AT THE T-JUNCTION OF A DIRT ROAD LEADING EAST, 33 FEET
 JU1245'EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH ROAD, 23 FEET
 JU1245'SOUTH OF THE CENTERLINE OF THE DIRT ROAD, AND 1 FOOT NORTH OF
 JU1245'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED N 14 1946
 JU1245'AND SET IN THE TOP OF A CONCRETE-FILLED GALVANIZED-IRON PIPE
 JU1245'PROJECTING 2 INCHS ABOVE GROUND.
 JU1245
 JU1245                          STATION RECOVERY (1981)
 JU1245
 JU1245'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1245'MARK NOT FOUND.
 JU1245
 JU1245                          STATION RECOVERY (2001)
 JU1245
 JU1245'RECOVERY NOTE BY US POWER SQUADRON 2001 (RK)
 JU1245'MARK NOT FOUND.
 JU1245
 JU1245                          STATION RECOVERY (2012)
 JU1245
 JU1245'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1245'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1216 ***********************************************************************
 HU1216  DESIGNATION -  N 2 RESET
 HU1216  PID         -  HU1216
 HU1216  STATE/COUNTY-  DE/KENT
 HU1216  COUNTRY     -  US
 HU1216  USGS QUAD   -  HARRINGTON (2016)
 HU1216
 HU1216                         *CURRENT SURVEY CONTROL
 HU1216  ______________________________________________________________________
 HU1216* NAD 83(1986) POSITION- 38 58 18.     (N) 075 34 43.     (W)   SCALED
 HU1216* NAVD 88 ORTHO HEIGHT -    14.98  (+/-2cm)       49.1   (feet) VERTCON3
 HU1216  ______________________________________________________________________
 HU1216  GEOID HEIGHT    -        -34.979 (meters)                     GEOID18
 HU1216  VERT ORDER      -  THIRD (See Below)
 HU1216
 HU1216.The horizontal coordinates were scaled from a map and have
 HU1216.an estimated accuracy of +/- 6 seconds.
 HU1216
 HU1216.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1216
 HU1216.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1216.GEOID18 height accuracy estimate available here.
 HU1216
 HU1216.The vertical order pertains to the NGVD 29 superseded value.
 HU1216
 HU1216.Click photographs - Photos may exist for this station.
 HU1216
 HU1216;                    North         East    Units  Estimated Accuracy
 HU1216;SPC DE       -   107,870.      185,970.      MT  (+/- 180 meters Scaled)
 HU1216
 HU1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ498137(NAD 83)
 HU1216
 HU1216                          SUPERSEDED SURVEY CONTROL
 HU1216
 HU1216  NGVD 29 (??/??/??)   15.22   (m)           49.9    (f) RESET       3  
 HU1216
 HU1216.Superseded values are not recommended for survey control.
 HU1216
 HU1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1216.See file dsdata.pdf to determine how the superseded data were derived.
 HU1216
 HU1216_MARKER: DV = VERTICAL CONTROL DISK
 HU1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1216_STAMPING: N 2 RESET 1975
 HU1216_MARK LOGO: NGS
 HU1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1216+STABILITY: SURFACE MOTION
 HU1216
 HU1216  HISTORY     - Date     Condition        Report By
 HU1216  HISTORY     - 1975     MONUMENTED       NGS
 HU1216  HISTORY     - 19910903 MARK NOT FOUND   USGS
 HU1216  HISTORY     - 20120326 MARK NOT FOUND   DELCOS
 HU1216
 HU1216                          STATION DESCRIPTION
 HU1216
 HU1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 HU1216'2.7 MI S FROM FELTON.
 HU1216'2.7 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU1216'AT FELTON, AT A POINT WHERE STATE HIGHWAY 287 CROSSES THE RAILROAD.
 HU1216'A STANDARD DISK SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT
 HU1216'WHICH PROJECTS 1 INCH.  IT IS 65 YARDS SOUTHWEST OF MILEPOST 61,
 HU1216'216 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 287, 45.7 FEET EAST
 HU1216'OF THE EAST RAIL OF THE RAILROAD, 3.7 FEET NORTH OF A POWERLINE
 HU1216'POLE NUMBERED CH 315 AND 1.5 FEET SOUTH OF A WITNESS POST.  IT IS
 HU1216'ABOUT 1 FOOT HIGHER THAN THE RAILROAD TRACKS.
 HU1216
 HU1216                          STATION RECOVERY (1991)
 HU1216
 HU1216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 HU1216'MARK NOT FOUND.
 HU1216
 HU1216                          STATION RECOVERY (2012)
 HU1216
 HU1216'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU1216'AREA IS OVERGROWN WITH WOODY PLANTS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1382 ***********************************************************************
 JU1382  DESIGNATION -  N 22
 JU1382  PID         -  JU1382
 JU1382  STATE/COUNTY-  DE/NEW CASTLE
 JU1382  COUNTRY     -  US
 JU1382  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1382
 JU1382                         *CURRENT SURVEY CONTROL
 JU1382  ______________________________________________________________________
 JU1382* NAD 83(1986) POSITION- 39 43 45.0    (N) 075 34 13.2    (W)   HD_HELD2
 JU1382* NAVD 88 ORTHO HEIGHT -     2.155 (meters)        7.07  (feet) ADJUSTED
 JU1382  ______________________________________________________________________
 JU1382  GEOID HEIGHT    -        -32.942 (meters)                     GEOID18
 JU1382  DYNAMIC HEIGHT  -          2.154 (meters)        7.07  (feet) COMP
 JU1382  MODELED GRAVITY -    980,174.2   (mgal)                       NAVD 88
 JU1382
 JU1382  VERT ORDER      -  FIRST     CLASS II
 JU1382
 JU1382.The horizontal coordinates were established by autonomous hand held GPS
 JU1382.observations and have an estimated accuracy of +/- 10 meters.
 JU1382
 JU1382.The orthometric height was determined by differential leveling and
 JU1382.adjusted by the NATIONAL GEODETIC SURVEY
 JU1382.in June 1991.
 JU1382
 JU1382.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1382.GEOID18 height accuracy estimate available here.
 JU1382
 JU1382.Click photographs - Photos may exist for this station.
 JU1382
 JU1382.The dynamic height is computed by dividing the NAVD 88
 JU1382.geopotential number by the normal gravity value computed on the
 JU1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1382.degrees latitude (g = 980.6199 gals.).
 JU1382
 JU1382.The modeled gravity was interpolated from observed gravity values.
 JU1382
 JU1382;                    North         East    Units  Estimated Accuracy
 JU1382;SPC DE       -   191,970.      186,826.      MT  (+/- 10 meters HH2 GPS)
 JU1382
 JU1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5112497853(NAD 83)
 JU1382
 JU1382                          SUPERSEDED SURVEY CONTROL
 JU1382
 JU1382  NGVD 29 (01/10/92)    2.412  (m)            7.91   (f) ADJUSTED    1 2
 JU1382  NGVD 29 (??/??/87)    2.412  (m)            7.91   (f) SUPERSEDED  1 2
 JU1382
 JU1382.Superseded values are not recommended for survey control.
 JU1382
 JU1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1382.See file dsdata.pdf to determine how the superseded data were derived.
 JU1382
 JU1382_MARKER: DB = BENCH MARK DISK
 JU1382_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU1382_SP_SET: CULVERT HEADWALL
 JU1382_STAMPING: N 22 1959
 JU1382_MARK LOGO: CGS
 JU1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1382+STABILITY: SURFACE MOTION
 JU1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1382+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1382
 JU1382  HISTORY     - Date     Condition        Report By
 JU1382  HISTORY     - 1959     MONUMENTED       CGS
 JU1382  HISTORY     - 1963     GOOD             CGS
 JU1382  HISTORY     - 1979     GOOD             NGS
 JU1382  HISTORY     - 20130711 GOOD             DELCOS
 JU1382
 JU1382                          STATION DESCRIPTION
 JU1382
 JU1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1382'1.4 MI SW FROM WILMINGTON.
 JU1382'1.35 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1382'STATION AT WILMINGTON, 47 YARDS NORTHEAST OF CATENARY SUPPORT
 JU1382'NO. 28-13, 10 YARDS SOUTHEAST OF SOUTHEAST RAIL OF SOUTHEAST
 JU1382'TRACK IN RAILROAD YARDS, ABOUT 50 YARDS NORTHEAST OF LOW RAILROAD
 JU1382'CONCRETE BUILDING MARKED WESTYARD, IN THE TOP OF THE SOUTHWEST
 JU1382'END OF SOUTHEAST HEAD WALL OF A 4-FOOT CONCRETE CULVERT UNDER
 JU1382'TRACK, 10 YARDS NORTHWEST OF NORTH CORNER OF A STEEL FENCE AROUND
 JU1382'A LARGE TRANSFORMER STATION AND ABOUT 1 1/2 FEET BELOW LEVEL OF
 JU1382'TRACK.
 JU1382
 JU1382                          STATION RECOVERY (1963)
 JU1382
 JU1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU1382'RECOVERED IN GOOD CONDITION.
 JU1382
 JU1382                          STATION RECOVERY (1979)
 JU1382
 JU1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1382'RECOVERED IN GOOD CONDITION.
 JU1382
 JU1382                          STATION RECOVERY (2013)
 JU1382
 JU1382'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1382'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0111 ***********************************************************************
 HU0111  DESIGNATION -  N 27
 HU0111  PID         -  HU0111
 HU0111  STATE/COUNTY-  DE/SUSSEX
 HU0111  COUNTRY     -  US
 HU0111  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU0111
 HU0111                         *CURRENT SURVEY CONTROL
 HU0111  ______________________________________________________________________
 HU0111* NAD 83(1986) POSITION- 38 38 41.     (N) 075 04 03.     (W)   SCALED
 HU0111* NAVD 88 ORTHO HEIGHT -     2.310 (meters)        7.58  (feet) ADJUSTED
 HU0111  ______________________________________________________________________
 HU0111  GEOID HEIGHT    -        -35.707 (meters)                     GEOID18
 HU0111  DYNAMIC HEIGHT  -          2.309 (meters)        7.58  (feet) COMP
 HU0111  MODELED GRAVITY -    980,033.9   (mgal)                       NAVD 88
 HU0111
 HU0111  VERT ORDER      -  SECOND    CLASS 0
 HU0111
 HU0111.The horizontal coordinates were scaled from a map and have
 HU0111.an estimated accuracy of +/- 6 seconds.
 HU0111
 HU0111.The orthometric height was determined by differential leveling and
 HU0111.adjusted by the NATIONAL GEODETIC SURVEY
 HU0111.in June 1991.
 HU0111
 HU0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0111.GEOID18 height accuracy estimate available here.
 HU0111
 HU0111.Click photographs - Photos may exist for this station.
 HU0111
 HU0111.The dynamic height is computed by dividing the NAVD 88
 HU0111.geopotential number by the normal gravity value computed on the
 HU0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0111.degrees latitude (g = 980.6199 gals.).
 HU0111
 HU0111.The modeled gravity was interpolated from observed gravity values.
 HU0111
 HU0111;                    North         East    Units  Estimated Accuracy
 HU0111;SPC DE       -    71,620.      230,400.      MT  (+/- 180 meters Scaled)
 HU0111
 HU0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH941773(NAD 83)
 HU0111
 HU0111                          SUPERSEDED SURVEY CONTROL
 HU0111
 HU0111  NGVD 29 (11/26/84)    2.546  (m)            8.35   (f) ADJUSTED    2 0
 HU0111
 HU0111.Superseded values are not recommended for survey control.
 HU0111
 HU0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0111.See file dsdata.pdf to determine how the superseded data were derived.
 HU0111
 HU0111_MARKER: DB = BENCH MARK DISK
 HU0111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0111_SP_SET: CONCRETE FOUNDATION
 HU0111_STAMPING: N 27 1962
 HU0111_MARK LOGO: CGS
 HU0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0111
 HU0111  HISTORY     - Date     Condition        Report By
 HU0111  HISTORY     - 1962     MONUMENTED       CGS
 HU0111  HISTORY     - 1962     GOOD             CGS
 HU0111  HISTORY     - 1966     MARK NOT FOUND   LOCENG
 HU0111
 HU0111                          STATION DESCRIPTION
 HU0111
 HU0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0111'4.9 MI S FROM REHOBOTH BEACH.
 HU0111'4.9 MILES SOUTH ON SECOND STREET, ALTERNATE STATE HIGHWAY 14 AND
 HU0111'STATE HIGHWAY 14 FROM THE POST OFFICE IN REHOBOTH BEACH.  SET IN A
 HU0111'DRILL HOLE IN THE SOUTHWEST CORNER OF THE NORTHWEST CONCRETE
 HU0111'FOUNDATION OF A STEEL OBSERVATION TOWER.  300 FEET EAST OF THE
 HU0111'CENTER LINE OF HIGHWAY 14 AND 2 FEET ABOVE THE LEVEL OF THE GROUND.
 HU0111
 HU0111                          STATION RECOVERY (1962)
 HU0111
 HU0111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HU0111'RECOVERED IN GOOD CONDITION.
 HU0111
 HU0111                          STATION RECOVERY (1966)
 HU0111
 HU0111'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 HU0111'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0151 ***********************************************************************
 HU0151  DESIGNATION -  N 28
 HU0151  PID         -  HU0151
 HU0151  STATE/COUNTY-  DE/SUSSEX
 HU0151  COUNTRY     -  US
 HU0151  USGS QUAD   -  FRANKFORD (2016)
 HU0151
 HU0151                         *CURRENT SURVEY CONTROL
 HU0151  ______________________________________________________________________
 HU0151* NAD 83(1986) POSITION- 38 30 15.2    (N) 075 13 58.3    (W)   HD_HELD2
 HU0151* NAVD 88 ORTHO HEIGHT -     9.605 (meters)       31.51  (feet) ADJUSTED
 HU0151  ______________________________________________________________________
 HU0151  GEOID HEIGHT    -        -35.814 (meters)                     GEOID18
 HU0151  DYNAMIC HEIGHT  -          9.599 (meters)       31.49  (feet) COMP
 HU0151  MODELED GRAVITY -    980,017.7   (mgal)                       NAVD 88
 HU0151
 HU0151  VERT ORDER      -  SECOND    CLASS 0
 HU0151
 HU0151.The horizontal coordinates were established by autonomous hand held GPS
 HU0151.observations and have an estimated accuracy of +/- 10 meters.
 HU0151
 HU0151.The orthometric height was determined by differential leveling and
 HU0151.adjusted by the NATIONAL GEODETIC SURVEY
 HU0151.in June 1991.
 HU0151
 HU0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0151.GEOID18 height accuracy estimate available here.
 HU0151
 HU0151.Click photographs - Photos may exist for this station.
 HU0151
 HU0151.The dynamic height is computed by dividing the NAVD 88
 HU0151.geopotential number by the normal gravity value computed on the
 HU0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0151.degrees latitude (g = 980.6199 gals.).
 HU0151
 HU0151.The modeled gravity was interpolated from observed gravity values.
 HU0151
 HU0151;                    North         East    Units  Estimated Accuracy
 HU0151;SPC DE       -    55,985.      216,033.      MT  (+/- 10 meters HH2 GPS)
 HU0151
 HU0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7969661787(NAD 83)
 HU0151
 HU0151                          SUPERSEDED SURVEY CONTROL
 HU0151
 HU0151  NGVD 29 (11/26/84)    9.845  (m)           32.30   (f) ADJUSTED    2 0
 HU0151
 HU0151.Superseded values are not recommended for survey control.
 HU0151
 HU0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0151.See file dsdata.pdf to determine how the superseded data were derived.
 HU0151
 HU0151_MARKER: DB = BENCH MARK DISK
 HU0151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0151_SP_SET: BRIDGE
 HU0151_STAMPING: N 28 1962
 HU0151_MARK LOGO: CGS
 HU0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0151+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2008
 HU0151
 HU0151  HISTORY     - Date     Condition        Report By
 HU0151  HISTORY     - 1962     MONUMENTED       CGS
 HU0151  HISTORY     - 1981     GOOD             UDE
 HU0151  HISTORY     - 20081120 GOOD             DEDT
 HU0151
 HU0151                          STATION DESCRIPTION
 HU0151
 HU0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0151'0.9 MI S FROM FRANKFORD.
 HU0151'0.9 MILE SOUTH ON PENNSYLVANIA RAILROAD TRACK FROM THE FREIGHT
 HU0151'STATION IN FRANKFORD OR 3.2 MILES NORTH ON PENNSYLVANIA RAILROAD
 HU0151'TRACK FROM THE FREIGHT STATION IN SELBYVILLE.  SET IN A DRILL HOLE
 HU0151'IN THE WEST END OF THE LOWER CONCRETE ABUTMENT AT THE NORTH END OF
 HU0151'RAILROAD BRIDGE NO. 16-49, OVER VINES CREEK.  16 FEET EAST OF THE
 HU0151'EAST RAIL AND 2 FEET BELOW THE LEVEL OF THE TOP OF THE RAIL.
 HU0151
 HU0151                          STATION RECOVERY (1981)
 HU0151
 HU0151'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0151'RECOVERED IN GOOD CONDITION.
 HU0151
 HU0151                          STATION RECOVERY (2008)
 HU0151
 HU0151'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (DCT)
 HU0151'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0071 ***********************************************************************
 HU0071  DESIGNATION -  N 29
 HU0071  PID         -  HU0071
 HU0071  STATE/COUNTY-  DE/SUSSEX
 HU0071  COUNTRY     -  US
 HU0071  USGS QUAD   -  MILTON (2016)
 HU0071
 HU0071                         *CURRENT SURVEY CONTROL
 HU0071  ______________________________________________________________________
 HU0071* NAD 83(1986) POSITION- 38 45 41.8    (N) 075 16 01.2    (W)   HD_HELD2
 HU0071* NAVD 88 ORTHO HEIGHT -     2.865 (meters)        9.40  (feet) ADJUSTED
 HU0071  ______________________________________________________________________
 HU0071  GEOID HEIGHT    -        -35.612 (meters)                     GEOID18
 HU0071  DYNAMIC HEIGHT  -          2.863 (meters)        9.39  (feet) COMP
 HU0071  MODELED GRAVITY -    980,033.5   (mgal)                       NAVD 88
 HU0071
 HU0071  VERT ORDER      -  FIRST     CLASS II
 HU0071
 HU0071.The horizontal coordinates were established by autonomous hand held GPS
 HU0071.observations and have an estimated accuracy of +/- 10 meters.
 HU0071
 HU0071.The orthometric height was determined by differential leveling and
 HU0071.adjusted by the NATIONAL GEODETIC SURVEY
 HU0071.in June 1991.
 HU0071
 HU0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0071.GEOID18 height accuracy estimate available here.
 HU0071
 HU0071.Click photographs - Photos may exist for this station.
 HU0071
 HU0071.The dynamic height is computed by dividing the NAVD 88
 HU0071.geopotential number by the normal gravity value computed on the
 HU0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0071.degrees latitude (g = 980.6199 gals.).
 HU0071
 HU0071.The modeled gravity was interpolated from observed gravity values.
 HU0071
 HU0071;                    North         East    Units  Estimated Accuracy
 HU0071;SPC DE       -    84,552.      213,008.      MT  (+/- 10 meters HH2 GPS)
 HU0071
 HU0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7680290356(NAD 83)
 HU0071
 HU0071                          SUPERSEDED SURVEY CONTROL
 HU0071
 HU0071  NGVD 29 (11/26/84)    3.104  (m)           10.18   (f) ADJUSTED    1 2
 HU0071
 HU0071.Superseded values are not recommended for survey control.
 HU0071
 HU0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0071.See file dsdata.pdf to determine how the superseded data were derived.
 HU0071
 HU0071_MARKER: DB = BENCH MARK DISK
 HU0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0071_SP_SET: BRIDGE
 HU0071_STAMPING: N 29 1962
 HU0071_MARK LOGO: CGS
 HU0071_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0071+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 HU0071
 HU0071  HISTORY     - Date     Condition        Report By
 HU0071  HISTORY     - 1962     MONUMENTED       CGS
 HU0071  HISTORY     - 1981     GOOD             UDE
 HU0071  HISTORY     - 20040828 GOOD             USPSQD
 HU0071  HISTORY     - 20100319 GOOD             DEDT
 HU0071  HISTORY     - 20120112 GOOD             USFWS
 HU0071  HISTORY     - 20120210 GOOD             DELCOS
 HU0071
 HU0071                          STATION DESCRIPTION
 HU0071
 HU0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0071'2.7 MI SE FROM MILTON.
 HU0071'0.2 MILE SOUTHEAST ON MULBERRY STREET FROM THE POST OFFICE IN MILTON
 HU0071'THENCE 2.5 MILES SOUTHEAST ON WHARTON STREET, ATLANTIC STREET AND
 HU0071'BLACKTOPPED ROAD.  18 FEET NORTHEAST OF THE CENTER LINE OF BLACKTOPPED
 HU0071'ROAD AND ABOUT LEVEL WITH THE ROAD.  SET IN A DRILL HOLE IN THE
 HU0071'NORTHEAST CONCRETE ABUTMENT AT THE NORTHWEST END OF BRIDGE OVER
 HU0071'BEAVER DAM CREEK.
 HU0071
 HU0071                          STATION RECOVERY (1981)
 HU0071
 HU0071'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0071'RECOVERED IN GOOD CONDITION.
 HU0071
 HU0071                          STATION RECOVERY (2004)
 HU0071
 HU0071'RECOVERY NOTE BY US POWER SQUADRON 2004 (BH)
 HU0071'NEW US POST OFFICE NOW LOCATED ON STATE ROUTE 16 JUST WEST OF MULBERRY
 HU0071'STREET. OLD POST OFFICE ON MAGNOLIA ST (ON THE SOUTH SIDE OF THE
 HU0071'STREET JUST EAST OF THE INTERSECTION OF MULBERRY AND MAGNOLIA) NOW
 HU0071'OCCUPIED BY THE STRIP JOINT (FURNITURE REFINISHING COMPANY).
 HU0071
 HU0071                          STATION RECOVERY (2010)
 HU0071
 HU0071'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (JC)
 HU0071'RECOVERED IN GOOD CONDITION.
 HU0071
 HU0071                          STATION RECOVERY (2012)
 HU0071
 HU0071'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2012 (MJH)
 HU0071'RECOVERED IN GOOD CONDITION.
 HU0071'
 HU0071'NOTE-THE OLD POST OFFICE ON MAGNOLIA ST (ON THE SOUTH SIDE OF THE
 HU0071'STREET JUST EAST OF THE INTERSECTION OF MULBERRY AND MAGNOLIA) IS NOW
 HU0071'OCCUPIED BY MAGNOLIA STREET ANTIQUES.
 HU0071
 HU0071                          STATION RECOVERY (2012)
 HU0071
 HU0071'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0071'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1374 ***********************************************************************
 JU1374  DESIGNATION -  N 3
 JU1374  PID         -  JU1374
 JU1374  STATE/COUNTY-  DE/NEW CASTLE
 JU1374  COUNTRY     -  US
 JU1374  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1374
 JU1374                         *CURRENT SURVEY CONTROL
 JU1374  ______________________________________________________________________
 JU1374* NAD 83(1986) POSITION- 39 44 21.     (N) 075 33 29.     (W)   SCALED
 JU1374* NAVD 88 ORTHO HEIGHT -     9.631 (meters)       31.60  (feet) ADJUSTED
 JU1374  ______________________________________________________________________
 JU1374  GEOID HEIGHT    -        -32.930 (meters)                     GEOID18
 JU1374  DYNAMIC HEIGHT  -          9.627 (meters)       31.58  (feet) COMP
 JU1374  MODELED GRAVITY -    980,174.8   (mgal)                       NAVD 88
 JU1374
 JU1374  VERT ORDER      -  FIRST     CLASS II
 JU1374
 JU1374.The horizontal coordinates were scaled from a map and have
 JU1374.an estimated accuracy of +/- 6 seconds.
 JU1374
 JU1374.The orthometric height was determined by differential leveling and
 JU1374.adjusted by the NATIONAL GEODETIC SURVEY
 JU1374.in June 1991.
 JU1374
 JU1374.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1374.GEOID18 height accuracy estimate available here.
 JU1374
 JU1374.Click photographs - Photos may exist for this station.
 JU1374
 JU1374.The dynamic height is computed by dividing the NAVD 88
 JU1374.geopotential number by the normal gravity value computed on the
 JU1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1374.degrees latitude (g = 980.6199 gals.).
 JU1374
 JU1374.The modeled gravity was interpolated from observed gravity values.
 JU1374
 JU1374;                    North         East    Units  Estimated Accuracy
 JU1374;SPC DE       -   193,080.      187,880.      MT  (+/- 180 meters Scaled)
 JU1374
 JU1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ521989(NAD 83)
 JU1374
 JU1374                          SUPERSEDED SURVEY CONTROL
 JU1374
 JU1374  NGVD 29 (01/10/92)    9.892  (m)           32.45   (f) ADJUSTED    1 2
 JU1374  NGVD 29 (??/??/87)    9.892  (m)           32.45   (f) SUPERSEDED  1 2
 JU1374
 JU1374.Superseded values are not recommended for survey control.
 JU1374
 JU1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1374.See file dsdata.pdf to determine how the superseded data were derived.
 JU1374
 JU1374_MARKER: DB = BENCH MARK DISK
 JU1374_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU1374+WITH SETTING: PAVEMENT
 JU1374_SP_SET: POLE BASE
 JU1374_STAMPING: 32.723 N 3 1931
 JU1374_MARK LOGO: CGS
 JU1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1374+STABILITY: SURFACE MOTION
 JU1374
 JU1374  HISTORY     - Date     Condition        Report By
 JU1374  HISTORY     - 1931     MONUMENTED       CGS
 JU1374  HISTORY     - 1963     GOOD             CGS
 JU1374  HISTORY     - 1979     GOOD             NGS
 JU1374  HISTORY     - 19891213 MARK NOT FOUND   USGS
 JU1374  HISTORY     - 19930130 MARK NOT FOUND   USPSQD
 JU1374
 JU1374                          STATION DESCRIPTION
 JU1374
 JU1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1374'AT WILMINGTON.
 JU1374'AT WILMINGTON, ABOUT 0.4 MILE WEST ALONG THE PENNSYLVANIA
 JU1374'RAILROAD FROM THE STATION, AT THE OVERPASS OVER JUSTISON STREET,
 JU1374'26 FEET WEST OF NORTHWEST CORNER OF THE OVERPASS, SET ON TOP OF
 JU1374'THE CONCRETE BASE SUPPORTING OVERHEAD WIRES (THE SUPPORT IS
 JU1374'BETWEEN OVERPASS AND SUPPORT 27-16), 4.5 FEET NORTH OF NORTH RAIL
 JU1374'OF NORTH TRACK, AND ABOUT LEVEL WITH TRACK.
 JU1374
 JU1374                          STATION RECOVERY (1979)
 JU1374
 JU1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1374'RECOVERED IN GOOD CONDITION.
 JU1374
 JU1374                          STATION RECOVERY (1989)
 JU1374
 JU1374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989
 JU1374'MARK NOT FOUND.
 JU1374
 JU1374                          STATION RECOVERY (1993)
 JU1374
 JU1374'RECOVERY NOTE BY US POWER SQUADRON 1993 (BFC)
 JU1374'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0181 ***********************************************************************
 HU0181  DESIGNATION -  N 30
 HU0181  PID         -  HU0181
 HU0181  STATE/COUNTY-  DE/SUSSEX
 HU0181  COUNTRY     -  US
 HU0181  USGS QUAD   -  MISPILLION RIVER (2016)
 HU0181
 HU0181                         *CURRENT SURVEY CONTROL
 HU0181  ______________________________________________________________________
 HU0181* NAD 83(1986) POSITION- 38 52 50.     (N) 075 20 07.     (W)   SCALED
 HU0181* NAVD 88 ORTHO HEIGHT -     4.849 (meters)       15.91  (feet) ADJUSTED
 HU0181  ______________________________________________________________________
 HU0181  GEOID HEIGHT    -        -35.417 (meters)                     GEOID18
 HU0181  DYNAMIC HEIGHT  -          4.846 (meters)       15.90  (feet) COMP
 HU0181  MODELED GRAVITY -    980,042.5   (mgal)                       NAVD 88
 HU0181
 HU0181  VERT ORDER      -  SECOND    CLASS 0
 HU0181
 HU0181.The horizontal coordinates were scaled from a map and have
 HU0181.an estimated accuracy of +/- 6 seconds.
 HU0181
 HU0181.The orthometric height was determined by differential leveling and
 HU0181.adjusted by the NATIONAL GEODETIC SURVEY
 HU0181.in June 1991.
 HU0181
 HU0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0181.GEOID18 height accuracy estimate available here.
 HU0181
 HU0181.Click photographs - Photos may exist for this station.
 HU0181
 HU0181.The dynamic height is computed by dividing the NAVD 88
 HU0181.geopotential number by the normal gravity value computed on the
 HU0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0181.degrees latitude (g = 980.6199 gals.).
 HU0181
 HU0181.The modeled gravity was interpolated from observed gravity values.
 HU0181
 HU0181;                    North         East    Units  Estimated Accuracy
 HU0181;SPC DE       -    97,750.      207,060.      MT  (+/- 180 meters Scaled)
 HU0181
 HU0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ709035(NAD 83)
 HU0181
 HU0181                          SUPERSEDED SURVEY CONTROL
 HU0181
 HU0181  NGVD 29 (11/26/84)    5.088  (m)           16.69   (f) ADJUSTED    2 0
 HU0181
 HU0181.Superseded values are not recommended for survey control.
 HU0181
 HU0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0181.See file dsdata.pdf to determine how the superseded data were derived.
 HU0181
 HU0181_MARKER: DB = BENCH MARK DISK
 HU0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0181_STAMPING: N 30 1962
 HU0181_MARK LOGO: CGS
 HU0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0181+STABILITY: SURFACE MOTION
 HU0181
 HU0181  HISTORY     - Date     Condition        Report By
 HU0181  HISTORY     - 1962     MONUMENTED       CGS
 HU0181  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0181  HISTORY     - 20120206 GOOD             DELCOS
 HU0181
 HU0181                          STATION DESCRIPTION
 HU0181
 HU0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0181'0.8 MI NE FROM ARGO CORNERS.
 HU0181'0.8 MILE NORTHEAST ALONG BLACKTOPPED ROAD FROM THE JUNCTION WITH
 HU0181'STATE HIGHWAY 14 AT ARGO CORNERS, 210 FEET NORTHEAST OF THE
 HU0181'CENTERLINE OF A DIRT ROAD LEADING NORTHWEST, 31 FEET NORTHWEST OF
 HU0181'THE CENTERLINE OF THE HIGHWAY ON THE OUTSIDE OF A CURVE, 5.5 FEET
 HU0181'NORTH OF A POWER LINE POLE, 2 FEET SOUTH OF A WOODEN WITNESS POST
 HU0181'AND ABOUT LEVEL WITH THE ROAD.  SET IN THE TOP OF A CONCRETE POST
 HU0181'PROJECTING TWO INCHES.
 HU0181
 HU0181                          STATION RECOVERY (1981)
 HU0181
 HU0181'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0181'MARK NOT FOUND.
 HU0181
 HU0181                          STATION RECOVERY (2012)
 HU0181
 HU0181'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0181'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0778 ***********************************************************************
 HU0778  DESIGNATION -  N 33
 HU0778  PID         -  HU0778
 HU0778  STATE/COUNTY-  DE/SUSSEX
 HU0778  COUNTRY     -  US
 HU0778  USGS QUAD   -  LAUREL (2016)
 HU0778
 HU0778                         *CURRENT SURVEY CONTROL
 HU0778  ______________________________________________________________________
 HU0778* NAD 83(1986) POSITION- 38 35 47.     (N) 075 35 37.     (W)   SCALED
 HU0778* NAVD 88 ORTHO HEIGHT -    10.171 (meters)       33.37  (feet) ADJUSTED
 HU0778  ______________________________________________________________________
 HU0778  GEOID HEIGHT    -        -35.631 (meters)                     GEOID18
 HU0778  DYNAMIC HEIGHT  -         10.164 (meters)       33.35  (feet) COMP
 HU0778  MODELED GRAVITY -    980,016.2   (mgal)                       NAVD 88
 HU0778
 HU0778  VERT ORDER      -  FIRST     CLASS I
 HU0778
 HU0778.The horizontal coordinates were scaled from a map and have
 HU0778.an estimated accuracy of +/- 6 seconds.
 HU0778
 HU0778.The orthometric height was determined by differential leveling and
 HU0778.adjusted by the NATIONAL GEODETIC SURVEY
 HU0778.in June 1991.
 HU0778
 HU0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0778.GEOID18 height accuracy estimate available here.
 HU0778
 HU0778.Click photographs - Photos may exist for this station.
 HU0778
 HU0778.The dynamic height is computed by dividing the NAVD 88
 HU0778.geopotential number by the normal gravity value computed on the
 HU0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0778.degrees latitude (g = 980.6199 gals.).
 HU0778
 HU0778.The modeled gravity was interpolated from observed gravity values.
 HU0778
 HU0778;                    North         East    Units  Estimated Accuracy
 HU0778;SPC DE       -    66,220.      184,590.      MT  (+/- 180 meters Scaled)
 HU0778
 HU0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH483721(NAD 83)
 HU0778
 HU0778                          SUPERSEDED SURVEY CONTROL
 HU0778
 HU0778  NGVD 29 (11/26/84)   10.419  (m)           34.18   (f) ADJUSTED    1 1
 HU0778
 HU0778.Superseded values are not recommended for survey control.
 HU0778
 HU0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0778.See file dsdata.pdf to determine how the superseded data were derived.
 HU0778
 HU0778_MARKER: DB = BENCH MARK DISK
 HU0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0778_STAMPING: N 33 1963
 HU0778_MARK LOGO: CGS
 HU0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0778+STABILITY: SURFACE MOTION
 HU0778
 HU0778  HISTORY     - Date     Condition        Report By
 HU0778  HISTORY     - 1963     MONUMENTED       CGS
 HU0778  HISTORY     - 1981     GOOD             UDE
 HU0778
 HU0778                          STATION DESCRIPTION
 HU0778
 HU0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0778'3.4 MI N FROM LAUREL.
 HU0778'3.35 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0778'AT LAUREL, ABOUT 3.2 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD
 HU0778'FROM THE STATION AT SEAFORD, ABOUT 0.3 MILE SOUTH OF MILEPOST 87,
 HU0778'AT THE CROSSING OF A FARM ROAD, 37.5 FEET NORTHEAST OF CENTER OF
 HU0778'THE CROSSING, 29 FEET EAST OF EAST RAIL, 319 FEET SOUTH OF A
 HU0778'6-FOOT HIGH WHISTLE POST, 1.5 FEET NORTH OF A STEEL WITNESS POST,
 HU0778'ABOUT LEVEL WITH TRACK, AND SET IN THE TOP OF A CONCRETE POST
 HU0778'PROJECTING 3 INCHES.
 HU0778
 HU0778                          STATION RECOVERY (1981)
 HU0778
 HU0778'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0778'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1071 ***********************************************************************
 JU1071  DESIGNATION -  N 34
 JU1071  PID         -  JU1071
 JU1071  STATE/COUNTY-  DE/NEW CASTLE
 JU1071  COUNTRY     -  US
 JU1071  USGS QUAD   -  MIDDLETOWN (2016)
 JU1071
 JU1071                         *CURRENT SURVEY CONTROL
 JU1071  ______________________________________________________________________
 JU1071* NAD 83(2011) POSITION- 39 25 14.33927(N) 075 42 35.89349(W)   ADJUSTED
 JU1071* NAD 83(2011) ELLIP HT-   -15.843 (meters)        (06/27/12)   ADJUSTED
 JU1071* NAD 83(2011) EPOCH   -  2010.00
 JU1071* NAVD 88 ORTHO HEIGHT -    17.742 (meters)       58.21  (feet) ADJUSTED
 JU1071  ______________________________________________________________________
 JU1071  GEOID HEIGHT    -        -33.564 (meters)                     GEOID18
 JU1071  NAD 83(2011) X  -  1,217,809.940 (meters)                     COMP
 JU1071  NAD 83(2011) Y  - -4,781,134.701 (meters)                     COMP
 JU1071  NAD 83(2011) Z  -  4,028,491.723 (meters)                     COMP
 JU1071  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 JU1071  DYNAMIC HEIGHT  -         17.733 (meters)       58.18  (feet) COMP
 JU1071  MODELED GRAVITY -    980,117.2   (mgal)                       NAVD 88
 JU1071
 JU1071  VERT ORDER      -  FIRST     CLASS I
 JU1071
 JU1071  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU1071  Standards:
 JU1071         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU1071            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU1071  -------------------------------------------------------------------
 JU1071  NETWORK    0.21   0.35           0.09   0.08   0.18      0.00378995
 JU1071  -------------------------------------------------------------------
 JU1071  Click here for local accuracies and other accuracy information.
 JU1071
 JU1071.The horizontal coordinates were established by GPS observations
 JU1071.and adjusted by the National Geodetic Survey in June 2012.
 JU1071
 JU1071.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU1071.been affixed to the stable North American tectonic plate. See 
 JU1071.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU1071
 JU1071.The horizontal coordinates are valid at the epoch date displayed above
 JU1071.which is a decimal equivalence of Year/Month/Day.
 JU1071
 JU1071.The orthometric height was determined by differential leveling and
 JU1071.adjusted by the NATIONAL GEODETIC SURVEY
 JU1071.in June 1991.
 JU1071
 JU1071.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1071.GEOID18 height accuracy estimate available here.
 JU1071
 JU1071.Click photographs - Photos may exist for this station.
 JU1071
 JU1071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1071
 JU1071.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1071
 JU1071.The ellipsoidal height was determined by GPS observations
 JU1071.and is referenced to NAD 83.
 JU1071
 JU1071.The dynamic height is computed by dividing the NAVD 88
 JU1071.geopotential number by the normal gravity value computed on the
 JU1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1071.degrees latitude (g = 980.6199 gals.).
 JU1071
 JU1071.The modeled gravity was interpolated from observed gravity values.
 JU1071
 JU1071. The following values were computed from the NAD 83(2011) position.
 JU1071
 JU1071;                    North         East     Units Scale Factor Converg.
 JU1071;SPC DE       -   157,746.558   174,743.385   MT  1.00000285   -0 11 10.5
 JU1071;SPC DE       -   517,540.17    573,303.92   sFT  1.00000285   -0 11 10.5
 JU1071;UTM  18      - 4,363,698.673   438,887.786   MT  0.99964598   -0 27 03.1
 JU1071
 JU1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1071!SPC DE       -   1.00000249  x   1.00000285  =   1.00000534
 JU1071!UTM  18      -   1.00000249  x   0.99964598  =   0.99964846
 JU1071
 JU1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3888763698(NAD 83)
 JU1071
 JU1071                          SUPERSEDED SURVEY CONTROL
 JU1071
 JU1071  NAD 83(2007)-  39 25 14.33955(N)    075 42 35.89427(W) AD(2002.00) 1
 JU1071  ELLIP H (04/14/09)  -15.821  (m)                       GP(2002.00) 4 1
 JU1071  NAD 83(1991)-  39 25 14.33962(N)    075 42 35.89400(W) AD(       ) 1
 JU1071  ELLIP H (12/29/05)  -15.821  (m)                       GP(       ) 4 1
 JU1071  NAVD 88              17.74   (m)           58.2    (f) LEVELING    3  
 JU1071  NGVD 29 (11/26/84)   17.983  (m)           59.00   (f) ADJUSTED    1 1
 JU1071
 JU1071.Superseded values are not recommended for survey control.
 JU1071
 JU1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1071.See file dsdata.pdf to determine how the superseded data were derived.
 JU1071
 JU1071_MARKER: DB = BENCH MARK DISK
 JU1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1071_STAMPING: N 34 1963
 JU1071_MARK LOGO: CGS
 JU1071_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1071+STABILITY: SURFACE MOTION
 JU1071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1071+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1071
 JU1071  HISTORY     - Date     Condition        Report By
 JU1071  HISTORY     - 1963     MONUMENTED       CGS
 JU1071  HISTORY     - 1981     GOOD             UDE
 JU1071  HISTORY     - 19930130 GOOD             USPSQD
 JU1071  HISTORY     - 20051005 GOOD             JMTMD
 JU1071  HISTORY     - 20051007 GOOD             DEDT
 JU1071  HISTORY     - 20130711 GOOD             DELCOS
 JU1071
 JU1071                          STATION DESCRIPTION
 JU1071
 JU1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1071'2.2 MI S FROM MIDDLETOWN.
 JU1071'2.15 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE CROSSING
 JU1071'OF STATE HIGHWAY 299 AT MIDDLETOWN, AT A FARM ROAD CROSSING, AT
 JU1071'MILEPOST 27, 214 FEET NORTH-NORTHWEST OF CENTER OF THE CROSSING,
 JU1071'84 FEET NORTH OF A 6-FOOT HIGH STEEL WHISTLE POST, 28 FEET
 JU1071'SOUTHWEST OF THE MILEPOST, 19.5 FEET WEST OF WEST RAIL, 4 1/2
 JU1071'FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET NORTH OF A STEEL
 JU1071'WITNESS POST, 2 FEET BELOW LEVEL OF TRACK, AND SET IN THE TOP
 JU1071'OF A CONCRETE POST PROJECTING 3 INCHES.
 JU1071
 JU1071                          STATION RECOVERY (1981)
 JU1071
 JU1071'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1071'NO TELEPHONE POLE ANY MORE. MARKED WITH A WOODEN STRAKE NOW.
 JU1071
 JU1071                          STATION RECOVERY (1993)
 JU1071
 JU1071'RECOVERY NOTE BY US POWER SQUADRON 1993 (JM)
 JU1071'RECOVERED IN GOOD CONDITION.
 JU1071
 JU1071                          STATION RECOVERY (2005)
 JU1071
 JU1071'RECOVERY NOTE BY JMT ENGINEERING 2005 (BRH)
 JU1071'RECOVERED AS DESCRIBED
 JU1071
 JU1071                          STATION RECOVERY (2005)
 JU1071
 JU1071'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2005 (EKS)
 JU1071'TO REACH THE STATION FROM THE INTERSECTION OF SR 299 AND SR 71 PROCEED
 JU1071'S ON SR 71 FOR 2.3M (3.7KM) TO THE INTERSECTION OF SR 71 AND RD. 458
 JU1071'(GREEN GIANT RD.) FOR .1 M(.16KM). TAKE IMMEDIATE RIGHT AFTER RR
 JU1071'CROSSING ONTO DIRT RAOD.  PROCEED N .3 M (.48KM) DOWN DIRT ROAD.
 JU1071'
 JU1071'THE MONUMENT IS 2FT. (.61M) LOWER THAN THE WEST RAAIL AND 19.3FT
 JU1071'(5.88M) WEST OF THE WEST RAIL.  FROM MILE POST 27 HEADING N THE
 JU1071'MONUMENT IS 26.8FT (8.17M) SOUTH AND 64FT (19.51M) NORTH FROM THE
 JU1071'NORTHEAST CORNER OF A WOOD BUILDING.
 JU1071
 JU1071                          STATION RECOVERY (2013)
 JU1071
 JU1071'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1071'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0864 ***********************************************************************
 HU0864  DESIGNATION -  N 35
 HU0864  PID         -  HU0864
 HU0864  STATE/COUNTY-  DE/KENT
 HU0864  COUNTRY     -  US
 HU0864  USGS QUAD   -  HARRINGTON (2016)
 HU0864
 HU0864                         *CURRENT SURVEY CONTROL
 HU0864  ______________________________________________________________________
 HU0864* NAD 83(1986) POSITION- 38 55 48.     (N) 075 34 39.     (W)   SCALED
 HU0864* NAVD 88 ORTHO HEIGHT -    17.534 (meters)       57.53  (feet) ADJUSTED
 HU0864  ______________________________________________________________________
 HU0864  GEOID HEIGHT    -        -35.096 (meters)                     GEOID18
 HU0864  DYNAMIC HEIGHT  -         17.523 (meters)       57.49  (feet) COMP
 HU0864  MODELED GRAVITY -    980,044.9   (mgal)                       NAVD 88
 HU0864
 HU0864  VERT ORDER      -  FIRST     CLASS I
 HU0864
 HU0864.The horizontal coordinates were scaled from a map and have
 HU0864.an estimated accuracy of +/- 6 seconds.
 HU0864
 HU0864.The orthometric height was determined by differential leveling and
 HU0864.adjusted by the NATIONAL GEODETIC SURVEY
 HU0864.in June 1991.
 HU0864
 HU0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0864.GEOID18 height accuracy estimate available here.
 HU0864
 HU0864.Click photographs - Photos may exist for this station.
 HU0864
 HU0864.The dynamic height is computed by dividing the NAVD 88
 HU0864.geopotential number by the normal gravity value computed on the
 HU0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0864.degrees latitude (g = 980.6199 gals.).
 HU0864
 HU0864.The modeled gravity was interpolated from observed gravity values.
 HU0864
 HU0864;                    North         East    Units  Estimated Accuracy
 HU0864;SPC DE       -   103,250.      186,050.      MT  (+/- 180 meters Scaled)
 HU0864
 HU0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ499091(NAD 83)
 HU0864
 HU0864                          SUPERSEDED SURVEY CONTROL
 HU0864
 HU0864  NGVD 29 (11/26/84)   17.776  (m)           58.32   (f) ADJUSTED    1 1
 HU0864
 HU0864.Superseded values are not recommended for survey control.
 HU0864
 HU0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0864.See file dsdata.pdf to determine how the superseded data were derived.
 HU0864
 HU0864_MARKER: DB = BENCH MARK DISK
 HU0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0864_STAMPING: N 35 1963
 HU0864_MARK LOGO: CGS
 HU0864_PROJECTION: PROJECTING 5 CENTIMETERS
 HU0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0864+STABILITY: SURFACE MOTION
 HU0864
 HU0864  HISTORY     - Date     Condition        Report By
 HU0864  HISTORY     - 1963     MONUMENTED       CGS
 HU0864  HISTORY     - 1981     GOOD             UDE
 HU0864  HISTORY     - 19910902 MARK NOT FOUND   USGS
 HU0864  HISTORY     - 20120326 MARK NOT FOUND   DELCOS
 HU0864
 HU0864                          STATION DESCRIPTION
 HU0864
 HU0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0864'0.4 MI N FROM HARRINGTON.
 HU0864'ABOUT 0.45 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HU0864'STATION AT HARRINGTON, ABOUT 0.2 MILE NORTH OF MILEPOST 64, 42.5
 HU0864'FEET SOUTH OF A SIGNAL BOX, 17.2 FEET WEST OF WEST RAIL OF MAIN
 HU0864'TRACK, 9.5 FEET EAST OF CENTER LINE OF A BLACK TOP ROAD THAT
 HU0864'PARALLELS TRACK, 2 1/2 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET
 HU0864'SOUTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH TRACK, AND SET IN
 HU0864'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HU0864
 HU0864                          STATION RECOVERY (1981)
 HU0864
 HU0864'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0864'RECOVERED IN GOOD CONDITION.
 HU0864
 HU0864                          STATION RECOVERY (1991)
 HU0864
 HU0864'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 HU0864'MARK NOT FOUND.
 HU0864
 HU0864                          STATION RECOVERY (2012)
 HU0864
 HU0864'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0864'MARK BELIEVED TO BE BURIED OR DESTROYED FROM RAILROAD MAINTENANCE
 HU0864'ACTIVITIES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1046 ***********************************************************************
 JU1046  DESIGNATION -  N 36
 JU1046  PID         -  JU1046
 JU1046  STATE/COUNTY-  DE/KENT
 JU1046  COUNTRY     -  US
 JU1046  USGS QUAD   -  FREDERICA (2016)
 JU1046
 JU1046                         *CURRENT SURVEY CONTROL
 JU1046  ______________________________________________________________________
 JU1046* NAD 83(1986) POSITION- 39 03 04.     (N) 075 25 30.     (W)   SCALED
 JU1046* NAVD 88 ORTHO HEIGHT -     3.267 (meters)       10.72  (feet) ADJUSTED
 JU1046  ______________________________________________________________________
 JU1046  GEOID HEIGHT    -        -34.910 (meters)                     GEOID18
 JU1046  DYNAMIC HEIGHT  -          3.265 (meters)       10.71  (feet) COMP
 JU1046  MODELED GRAVITY -    980,064.1   (mgal)                       NAVD 88
 JU1046
 JU1046  VERT ORDER      -  FIRST     CLASS I
 JU1046
 JU1046.The horizontal coordinates were scaled from a map and have
 JU1046.an estimated accuracy of +/- 6 seconds.
 JU1046
 JU1046.The orthometric height was determined by differential leveling and
 JU1046.adjusted by the NATIONAL GEODETIC SURVEY
 JU1046.in June 1991.
 JU1046
 JU1046.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1046.GEOID18 height accuracy estimate available here.
 JU1046
 JU1046.Click photographs - Photos may exist for this station.
 JU1046
 JU1046.The dynamic height is computed by dividing the NAVD 88
 JU1046.geopotential number by the normal gravity value computed on the
 JU1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1046.degrees latitude (g = 980.6199 gals.).
 JU1046
 JU1046.The modeled gravity was interpolated from observed gravity values.
 JU1046
 JU1046;                    North         East    Units  Estimated Accuracy
 JU1046;SPC DE       -   116,680.      199,280.      MT  (+/- 180 meters Scaled)
 JU1046
 JU1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ632225(NAD 83)
 JU1046
 JU1046                          SUPERSEDED SURVEY CONTROL
 JU1046
 JU1046  NGVD 29 (11/26/84)    3.504  (m)           11.50   (f) ADJUSTED    1 1
 JU1046
 JU1046.Superseded values are not recommended for survey control.
 JU1046
 JU1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1046.See file dsdata.pdf to determine how the superseded data were derived.
 JU1046
 JU1046_MARKER: DB = BENCH MARK DISK
 JU1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1046_STAMPING: N 36 1963
 JU1046_MARK LOGO: CGS
 JU1046_PROJECTION: PROJECTING 8 CENTIMETERS
 JU1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1046+STABILITY: SURFACE MOTION
 JU1046
 JU1046  HISTORY     - Date     Condition        Report By
 JU1046  HISTORY     - 1963     MONUMENTED       CGS
 JU1046  HISTORY     - 1981     GOOD             UDE
 JU1046  HISTORY     - 19911001 MARK NOT FOUND   USGS
 JU1046  HISTORY     - 20111129 MARK NOT FOUND   DELCOS
 JU1046
 JU1046                          STATION DESCRIPTION
 JU1046
 JU1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1046'1.5 MI W FROM BOWERS BEACH.
 JU1046'ABOUT 1.5 MILES SOUTHWEST AND WEST ALONG THE BOWERS BEACH ROAD
 JU1046'FROM THE POST OFFICE AT BOWERS BEACH, ABOUT 105 YARDS WEST OF
 JU1046'THE JUNCTION OF A BLACK TOP ROAD LEADING NORTH, 29.5 FEET NORTH
 JU1046'OF CENTER LINE OF HIGHWAY, 3 FEET WEST OF POWER POLE 7E-55, 1.5
 JU1046'FEET EAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH ROAD, AND SET
 JU1046'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JU1046
 JU1046                          STATION RECOVERY (1981)
 JU1046
 JU1046'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1046'FOUND CHIPPED BUT OK TO USE. CHANGE DESCRIPTION. IT IS NOW ABOUT 50
 JU1046'FT. EAST OF POWER POLE 7 E-55 AND ABOUT 1/2 FT. BELOW LEVEL OF ROAD.
 JU1046
 JU1046                          STATION RECOVERY (1991)
 JU1046
 JU1046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1046'MARK NOT FOUND.
 JU1046
 JU1046                          STATION RECOVERY (2011)
 JU1046
 JU1046'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 JU1046'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1056 ***********************************************************************
 JU1056  DESIGNATION -  N 37
 JU1056  PID         -  JU1056
 JU1056  STATE/COUNTY-  DE/KENT
 JU1056  COUNTRY     -  US
 JU1056  USGS QUAD   -  LITTLE CREEK (2016)
 JU1056
 JU1056                         *CURRENT SURVEY CONTROL
 JU1056  ______________________________________________________________________
 JU1056* NAD 83(1986) POSITION- 39 07 52.     (N) 075 29 31.     (W)   SCALED
 JU1056* NAVD 88 ORTHO HEIGHT -    10.769 (meters)       35.33  (feet) ADJUSTED
 JU1056  ______________________________________________________________________
 JU1056  GEOID HEIGHT    -        -34.546 (meters)                     GEOID18
 JU1056  DYNAMIC HEIGHT  -         10.763 (meters)       35.31  (feet) COMP
 JU1056  MODELED GRAVITY -    980,080.7   (mgal)                       NAVD 88
 JU1056
 JU1056  VERT ORDER      -  FIRST     CLASS I
 JU1056
 JU1056.The horizontal coordinates were scaled from a map and have
 JU1056.an estimated accuracy of +/- 6 seconds.
 JU1056
 JU1056.The orthometric height was determined by differential leveling and
 JU1056.adjusted by the NATIONAL GEODETIC SURVEY
 JU1056.in June 1991.
 JU1056
 JU1056.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1056.GEOID18 height accuracy estimate available here.
 JU1056
 JU1056.Click photographs - Photos may exist for this station.
 JU1056
 JU1056.The dynamic height is computed by dividing the NAVD 88
 JU1056.geopotential number by the normal gravity value computed on the
 JU1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1056.degrees latitude (g = 980.6199 gals.).
 JU1056
 JU1056.The modeled gravity was interpolated from observed gravity values.
 JU1056
 JU1056;                    North         East    Units  Estimated Accuracy
 JU1056;SPC DE       -   125,560.      193,490.      MT  (+/- 180 meters Scaled)
 JU1056
 JU1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ574314(NAD 83)
 JU1056
 JU1056                          SUPERSEDED SURVEY CONTROL
 JU1056
 JU1056  NGVD 29 (11/26/84)   11.006  (m)           36.11   (f) ADJUSTED    1 1
 JU1056
 JU1056.Superseded values are not recommended for survey control.
 JU1056
 JU1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1056.See file dsdata.pdf to determine how the superseded data were derived.
 JU1056
 JU1056_MARKER: DB = BENCH MARK DISK
 JU1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1056_STAMPING: N 37 1963
 JU1056_MARK LOGO: CGS
 JU1056_PROJECTION: PROJECTING 8 CENTIMETERS
 JU1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1056+STABILITY: SURFACE MOTION
 JU1056
 JU1056  HISTORY     - Date     Condition        Report By
 JU1056  HISTORY     - 1963     MONUMENTED       CGS
 JU1056  HISTORY     - 1981     GOOD             UDE
 JU1056  HISTORY     - 20011212 GOOD             NGS
 JU1056
 JU1056                          STATION DESCRIPTION
 JU1056
 JU1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1056'2.1 MI SE FROM DOVER.
 JU1056'ABOUT 2.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 113 FROM THE JUNCTION
 JU1056'OF U.S. HIGHWAY 13 AT DOVER, AT DOVER AIR FORCE BASE, AT GATE
 JU1056'1 ENTRANCE TO BASE, 34.5 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 JU1056'SENTRY HOUSE, 19 FEET SOUTHEAST OF CENTERLINE OF ENTRANCE
 JU1056'DRIVEWAY, 2 FEET SOUTHWEST OF POWER POLE 5-45, 1.5 FEET NORTHEAST
 JU1056'OF A STEEL WITNESS POST, ABOUT LEVEL WITH DRIVEWAY, AND SET IN THE
 JU1056'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JU1056
 JU1056                          STATION RECOVERY (1981)
 JU1056
 JU1056'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1056'RECOVERED IN GOOD CONDITION.
 JU1056
 JU1056                          STATION RECOVERY (2001)
 JU1056
 JU1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU1056'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1057 ***********************************************************************
 JU1057  DESIGNATION -  N 37 RESET
 JU1057  PID         -  JU1057
 JU1057  STATE/COUNTY-  DE/KENT
 JU1057  COUNTRY     -  US
 JU1057  USGS QUAD   -  LITTLE CREEK (2016)
 JU1057
 JU1057                         *CURRENT SURVEY CONTROL
 JU1057  ______________________________________________________________________
 JU1057* NAD 83(1986) POSITION- 39 07 52.     (N) 075 29 31.     (W)   SCALED
 JU1057* NAVD 88 ORTHO HEIGHT -    10.61  (meters)       34.8   (feet) RESET
 JU1057  ______________________________________________________________________
 JU1057  GEOID HEIGHT    -        -34.546 (meters)                     GEOID18
 JU1057  VERT ORDER      -  THIRD
 JU1057
 JU1057.The horizontal coordinates were scaled from a map and have
 JU1057.an estimated accuracy of +/- 6 seconds.
 JU1057
 JU1057.The orthometric height was computed from unverified reset data.
 JU1057
 JU1057.No vertical observational check was made to the station.
 JU1057
 JU1057.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1057.GEOID18 height accuracy estimate available here.
 JU1057
 JU1057.Click photographs - Photos may exist for this station.
 JU1057
 JU1057;                    North         East    Units  Estimated Accuracy
 JU1057;SPC DE       -   125,560.      193,490.      MT  (+/- 180 meters Scaled)
 JU1057
 JU1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ574314(NAD 83)
 JU1057
 JU1057                          SUPERSEDED SURVEY CONTROL
 JU1057
 JU1057  NGVD 29 (??/??/??)   10.85   (m)           35.6    (f) RESET       3  
 JU1057
 JU1057.Superseded values are not recommended for survey control.
 JU1057
 JU1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1057.See file dsdata.pdf to determine how the superseded data were derived.
 JU1057
 JU1057_MARKER: DB = BENCH MARK DISK
 JU1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1057_STAMPING: N 37 RESET 1971
 JU1057_MARK LOGO: CGS
 JU1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1057+STABILITY: SURFACE MOTION
 JU1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1057+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1990
 JU1057
 JU1057  HISTORY     - Date     Condition        Report By
 JU1057  HISTORY     - 1971     MONUMENTED       USACE
 JU1057  HISTORY     - 19901105 GOOD             NGS
 JU1057
 JU1057                          STATION DESCRIPTION
 JU1057
 JU1057'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1971
 JU1057'2.1 MI SE FROM DOVER.
 JU1057'ABOUT 2.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 113 FROM THE JUNCTION
 JU1057'OF U.S. HIGHWAY 13 AT DOVER, AT THE MAIN ENTRANCE (GATE 1) TO
 JU1057'DOVER AIR FORCE BASE, 83.6 FEET EAST OF THE EAST CURB OF U.S.
 JU1057'HIGHWAY 113, 85.5 FEET NORTH OF THE NORTH CURB LINE OF NORTH
 JU1057'ENTRANCE ROAD TO THE AIR FORCE BASE, 77.9 FEET NORTHEAST OF
 JU1057'POWER LINE POLE 1/4-16, 156 FEET NORTHWEST OF POWER POLE 1/3-16,
 JU1057'99.8 FEET NORTHWEST OF THE NORTH CORNER POST AT THE ENTRANCE GATE,
 JU1057'SET IN THE TOP OF A CONCRETE POST AND FLUSH WITH THE GROUND.
 JU1057
 JU1057                          STATION RECOVERY (1990)
 JU1057
 JU1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU1057'3.5 KM (2.2 MI)  SOUTHERLY ALONG U.S. HIGHWAY 113 FROM THE JUNCTION OF
 JU1057'U.S. HIGHWAY 13 IN DOVER, AT THE NORTH ENTRANCE TO THE DOVER AIR
 JU1057'FORCE BASE, 47.5 M (155.8 FT) WEST OF UTILITY POLE NUMBER 1/3-16,
 JU1057'30.2 M (99.1 FT) WEST OF THE NORTHWEST GATE POST, 25.9 M (85.0 FT)
 JU1057'NORTHWEST OF THE NORTHWEST CURB OF THE ENTRANCE ROAD, 25.3 M
 JU1057'(83.0 FT) NORTHEAST OF THE NORTHEAST CURB OF THE HIGHWAY, 23.7 M
 JU1057'(77.8 FT) NORTH OF UTILITY POLE NUMBER 1/4-16, LEVEL WITH THE
 JU1057'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1927 ***********************************************************************
 JU1927  DESIGNATION -  N 38
 JU1927  PID         -  JU1927
 JU1927  STATE/COUNTY-  DE/NEW CASTLE
 JU1927  COUNTRY     -  US
 JU1927  USGS QUAD   -  SAINT GEORGES (2016)
 JU1927
 JU1927                         *CURRENT SURVEY CONTROL
 JU1927  ______________________________________________________________________
 JU1927* NAD 83(1986) POSITION- 39 33 52.     (N) 075 41 54.     (W)   SCALED
 JU1927* NAVD 88 ORTHO HEIGHT -    23.474 (meters)       77.01  (feet) ADJUSTED
 JU1927  ______________________________________________________________________
 JU1927  GEOID HEIGHT    -        -33.227 (meters)                     GEOID18
 JU1927  DYNAMIC HEIGHT  -         23.462 (meters)       76.97  (feet) COMP
 JU1927  MODELED GRAVITY -    980,145.5   (mgal)                       NAVD 88
 JU1927
 JU1927  VERT ORDER      -  FIRST     CLASS I
 JU1927
 JU1927.The horizontal coordinates were scaled from a map and have
 JU1927.an estimated accuracy of +/- 6 seconds.
 JU1927
 JU1927.The orthometric height was determined by differential leveling and
 JU1927.adjusted by the NATIONAL GEODETIC SURVEY
 JU1927.in June 1991.
 JU1927
 JU1927.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1927.GEOID18 height accuracy estimate available here.
 JU1927
 JU1927.Click photographs - Photos may exist for this station.
 JU1927
 JU1927.The dynamic height is computed by dividing the NAVD 88
 JU1927.geopotential number by the normal gravity value computed on the
 JU1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1927.degrees latitude (g = 980.6199 gals.).
 JU1927
 JU1927.The modeled gravity was interpolated from observed gravity values.
 JU1927
 JU1927;                    North         East    Units  Estimated Accuracy
 JU1927;SPC DE       -   173,710.      175,800.      MT  (+/- 180 meters Scaled)
 JU1927
 JU1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ400796(NAD 83)
 JU1927
 JU1927                          SUPERSEDED SURVEY CONTROL
 JU1927
 JU1927  NGVD 29 (11/26/84)   23.713  (m)           77.80   (f) ADJUSTED    1 1
 JU1927
 JU1927.Superseded values are not recommended for survey control.
 JU1927
 JU1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1927.See file dsdata.pdf to determine how the superseded data were derived.
 JU1927
 JU1927_MARKER: DB = BENCH MARK DISK
 JU1927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1927_STAMPING: N 38 1963
 JU1927_MARK LOGO: CGS
 JU1927_PROJECTION: PROJECTING
 JU1927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1927+STABILITY: SURFACE MOTION
 JU1927
 JU1927  HISTORY     - Date     Condition        Report By
 JU1927  HISTORY     - 1963     MONUMENTED       CGS
 JU1927  HISTORY     - 1981     POOR             UDE
 JU1927  HISTORY     - 19891204 MARK NOT FOUND   USGS
 JU1927
 JU1927                          STATION DESCRIPTION
 JU1927
 JU1927'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1927'0.4 MI S FROM KIRKWOOD.
 JU1927'0.45 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1927'CROSSING OF STATE HIGHWAY 71 AT KIRKWOOD, ABOUT 0.15 MILE
 JU1927'NORTH OF MILEPOST 17, AT A PRIVATE ROAD CROSSING LEADING EAST,
 JU1927'AT THE SOUTHWEST CORNER OF A PASTURE FIELD, 37 FEET EAST OF EAST
 JU1927'RAIL, 49 FEET NORTHEAST OF CENTER OF CROSSING, 33 FEET NORTH OF
 JU1927'CENTERLINE OF ROAD, 7 1/2 FEET NORTH OF THE SOUTHWEST CORNER POST
 JU1927'OF FENCE, 2 FEET WEST OF FENCE LINE, 2 FEET ABOVE LEVEL OF
 JU1927'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JU1927
 JU1927                          STATION RECOVERY (1981)
 JU1927
 JU1927'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1927'TILTING ON A 45 DEGREE ANGLE TO THE NW.
 JU1927
 JU1927                          STATION RECOVERY (1989)
 JU1927
 JU1927'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989
 JU1927'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1785 ***********************************************************************
 JU1785  DESIGNATION -  N 39
 JU1785  PID         -  JU1785
 JU1785  STATE/COUNTY-  DE/NEW CASTLE
 JU1785  COUNTRY     -  US
 JU1785  USGS QUAD   -  SAINT GEORGES (2016)
 JU1785
 JU1785                         *CURRENT SURVEY CONTROL
 JU1785  ______________________________________________________________________
 JU1785* NAD 83(1986) POSITION- 39 35 27.     (N) 075 38 46.     (W)   SCALED
 JU1785* NAVD 88 ORTHO HEIGHT -    18.778 (meters)       61.61  (feet) ADJUSTED
 JU1785  ______________________________________________________________________
 JU1785  GEOID HEIGHT    -        -33.206 (meters)                     GEOID18
 JU1785  DYNAMIC HEIGHT  -         18.769 (meters)       61.58  (feet) COMP
 JU1785  MODELED GRAVITY -    980,145.6   (mgal)                       NAVD 88
 JU1785
 JU1785  VERT ORDER      -  FIRST     CLASS I
 JU1785
 JU1785.The horizontal coordinates were scaled from a map and have
 JU1785.an estimated accuracy of +/- 6 seconds.
 JU1785
 JU1785.The orthometric height was determined by differential leveling and
 JU1785.adjusted by the NATIONAL GEODETIC SURVEY
 JU1785.in June 1991.
 JU1785
 JU1785.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1785.GEOID18 height accuracy estimate available here.
 JU1785
 JU1785.Click photographs - Photos may exist for this station.
 JU1785
 JU1785.The dynamic height is computed by dividing the NAVD 88
 JU1785.geopotential number by the normal gravity value computed on the
 JU1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1785.degrees latitude (g = 980.6199 gals.).
 JU1785
 JU1785.The modeled gravity was interpolated from observed gravity values.
 JU1785
 JU1785;                    North         East    Units  Estimated Accuracy
 JU1785;SPC DE       -   176,630.      180,290.      MT  (+/- 180 meters Scaled)
 JU1785
 JU1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ445825(NAD 83)
 JU1785
 JU1785                          SUPERSEDED SURVEY CONTROL
 JU1785
 JU1785  NGVD 29 (01/10/92)   19.021  (m)           62.40   (f) ADJUSTED    1 1
 JU1785  NGVD 29 (??/??/87)   19.021  (m)           62.40   (f) SUPERSEDED  1 1
 JU1785
 JU1785.Superseded values are not recommended for survey control.
 JU1785
 JU1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1785.See file dsdata.pdf to determine how the superseded data were derived.
 JU1785
 JU1785_MARKER: DB = BENCH MARK DISK
 JU1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1785_STAMPING: N 39 1963
 JU1785_MARK LOGO: CGS
 JU1785_PROJECTION: PROJECTING 5 CENTIMETERS
 JU1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1785+STABILITY: SURFACE MOTION
 JU1785
 JU1785  HISTORY     - Date     Condition        Report By
 JU1785  HISTORY     - 1963     MONUMENTED       CGS
 JU1785  HISTORY     - 1979     GOOD             NGS
 JU1785  HISTORY     - 1979     GOOD             UDE
 JU1785  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 JU1785  HISTORY     - 19891116 MARK NOT FOUND   USGS
 JU1785
 JU1785                          STATION DESCRIPTION
 JU1785
 JU1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1785'0.8 MI E FROM CORBIT.
 JU1785'0.8 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE CROSSING
 JU1785'OF U.S. HIGHWAY 13 AT CORBIT, AT THE CROSSING OF A BLACK TOP ROAD
 JU1785'LEADING NORTHWEST AND SOUTH, 86.5 FEET WEST-NORTHWEST OF CENTER
 JU1785'OF CROSSING, 26 FEET NORTH OF NORTH RAIL, 7 1/2 FEET EAST OF
 JU1785'POWER POLE 83, 1 1/2 FEET EAST OF A STEEL WITNESS POST, 2 FEET
 JU1785'BELOW LEVEL OF TRACK, AND SET IN THE TOP OF A CONCRETE POST
 JU1785'PROJECTING 2 INCHES.
 JU1785
 JU1785                          STATION RECOVERY (1979)
 JU1785
 JU1785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1785'RECOVERED IN GOOD CONDITION.
 JU1785
 JU1785                          STATION RECOVERY (1979)
 JU1785
 JU1785'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1979
 JU1785'RECOVERED IN GOOD CONDITION.
 JU1785
 JU1785                          STATION RECOVERY (1983)
 JU1785
 JU1785'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU1785'MARK NOT FOUND.
 JU1785
 JU1785                          STATION RECOVERY (1989)
 JU1785
 JU1785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989
 JU1785'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2201 ***********************************************************************
 JU2201  DESIGNATION -  N 41
 JU2201  PID         -  JU2201
 JU2201  STATE/COUNTY-  DE/NEW CASTLE
 JU2201  COUNTRY     -  US
 JU2201  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2201
 JU2201                         *CURRENT SURVEY CONTROL
 JU2201  ______________________________________________________________________
 JU2201* NAD 83(1986) POSITION- 39 41 31.     (N) 075 31 52.     (W)   SCALED
 JU2201* NAVD 88 ORTHO HEIGHT -     2.135 (meters)        7.00  (feet) ADJUSTED
 JU2201  ______________________________________________________________________
 JU2201  GEOID HEIGHT    -        -33.079 (meters)                     GEOID18
 JU2201  DYNAMIC HEIGHT  -          2.134 (meters)        7.00  (feet) COMP
 JU2201  MODELED GRAVITY -    980,165.1   (mgal)                       NAVD 88
 JU2201
 JU2201  VERT ORDER      -  FIRST     CLASS II
 JU2201
 JU2201.The horizontal coordinates were scaled from a map and have
 JU2201.an estimated accuracy of +/- 6 seconds.
 JU2201
 JU2201.The orthometric height was determined by differential leveling and
 JU2201.adjusted by the NATIONAL GEODETIC SURVEY
 JU2201.in June 1991.
 JU2201
 JU2201.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2201.GEOID18 height accuracy estimate available here.
 JU2201
 JU2201.Click photographs - Photos may exist for this station.
 JU2201
 JU2201.The dynamic height is computed by dividing the NAVD 88
 JU2201.geopotential number by the normal gravity value computed on the
 JU2201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2201.degrees latitude (g = 980.6199 gals.).
 JU2201
 JU2201.The modeled gravity was interpolated from observed gravity values.
 JU2201
 JU2201;                    North         East    Units  Estimated Accuracy
 JU2201;SPC DE       -   187,830.      190,180.      MT  (+/- 180 meters Scaled)
 JU2201
 JU2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ544937(NAD 83)
 JU2201
 JU2201                          SUPERSEDED SURVEY CONTROL
 JU2201
 JU2201  NGVD 29 (01/10/92)    2.390  (m)            7.84   (f) ADJUSTED    1 2
 JU2201
 JU2201.Superseded values are not recommended for survey control.
 JU2201
 JU2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2201.See file dsdata.pdf to determine how the superseded data were derived.
 JU2201
 JU2201_MARKER: I = METAL ROD
 JU2201_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2201_STAMPING: N 41 1979
 JU2201_MARK LOGO: NGS
 JU2201_PROJECTION: FLUSH
 JU2201_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU2201+STABILITY: POSITION/ELEVATION WELL
 JU2201_ROD/PIPE-DEPTH: 11.9 meters
 JU2201_SLEEVE-DEPTH  : 3.05 meters
 JU2201
 JU2201  HISTORY     - Date     Condition        Report By
 JU2201  HISTORY     - 1979     MONUMENTED       NGS
 JU2201  HISTORY     - 1979     GOOD             NGS
 JU2201  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU2201
 JU2201                          STATION DESCRIPTION
 JU2201
 JU2201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2201'000
 JU2201'AT THE DELAWARE MEMORIAL BRIDGE, AT THE FIRST PIER NORTHWEST OF THE
 JU2201'NORTHWEST BANK OF THE DELAWARE RIVER OF THE SOUTHEASTBOUND SPAN,
 JU2201'167 FEET NORTHEAST OF A 7-FOOT HIGH CHAIN LINK FENCE LEADING SOUTHEAST
 JU2201'TO THE NORTHWEST BANK OF THE RIVER, 145 FEET SOUTH OF THE SOUTH
 JU2201'CORNER OF A METAL STORAGE BUILDING, 11 FEET SOUTHWEST OF THE
 JU2201'SOUTHWEST FACE OF THE PIER.
 JU2201'THE MARK IS 1.0 FT  SE FROM A WITNESS POST.
 JU2201'THE MARK IS 8.0 FT ABOVE RIVER.
 JU2201
 JU2201                          STATION RECOVERY (1979)
 JU2201
 JU2201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU2201'IN THE DELAWARE MEMORIAL BRIDGE.
 JU2201
 JU2201                          STATION RECOVERY (2013)
 JU2201
 JU2201'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU2201'ROAD/TRAIL TO MARK  IS NOW BLOCKED BY A GATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DM8482 ***********************************************************************
 DM8482  DESIGNATION -  N 47
 DM8482  PID         -  DM8482
 DM8482  STATE/COUNTY-  DE/SUSSEX
 DM8482  COUNTRY     -  US
 DM8482  USGS QUAD   -  ELLENDALE (2016)
 DM8482
 DM8482                         *CURRENT SURVEY CONTROL
 DM8482  ______________________________________________________________________
 DM8482* NAD 83(1986) POSITION- 38 47 17.6    (N) 075 26 17.9    (W)   HD_HELD2
 DM8482* NAVD 88 ORTHO HEIGHT -    14.437 (meters)       47.37  (feet) ADJUSTED
 DM8482  ______________________________________________________________________
 DM8482  GEOID HEIGHT    -        -35.485 (meters)                     GEOID18
 DM8482  DYNAMIC HEIGHT  -         14.429 (meters)       47.34  (feet) COMP
 DM8482  MODELED GRAVITY -    980,031.8   (mgal)                       NAVD 88
 DM8482
 DM8482  VERT ORDER      -  SECOND    CLASS I
 DM8482
 DM8482.The horizontal coordinates were established by autonomous hand held GPS
 DM8482.observations and have an estimated accuracy of +/- 10 meters.
 DM8482
 DM8482.The orthometric height was determined by differential leveling and
 DM8482.adjusted by the NATIONAL GEODETIC SURVEY
 DM8482.in July 2011.
 DM8482
 DM8482.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8482.GEOID18 height accuracy estimate available here.
 DM8482
 DM8482.Click photographs - Photos may exist for this station.
 DM8482
 DM8482.The dynamic height is computed by dividing the NAVD 88
 DM8482.geopotential number by the normal gravity value computed on the
 DM8482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8482.degrees latitude (g = 980.6199 gals.).
 DM8482
 DM8482.The modeled gravity was interpolated from observed gravity values.
 DM8482
 DM8482;                    North         East    Units  Estimated Accuracy
 DM8482;SPC DE       -    87,496.      198,120.      MT  (+/- 10 meters HH2 GPS)
 DM8482
 DM8482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6193393367(NAD 83)
 DM8482
 DM8482                          SUPERSEDED SURVEY CONTROL
 DM8482
 DM8482.No superseded survey control is available for this station.
 DM8482
 DM8482_MARKER: DD = SURVEY DISK
 DM8482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8482_STAMPING: N 47 2010
 DM8482_MARK LOGO: DEDT
 DM8482_PROJECTION: FLUSH
 DM8482_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8482+STABILITY: SURFACE MOTION
 DM8482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8482+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 DM8482
 DM8482  HISTORY     - Date     Condition        Report By
 DM8482  HISTORY     - 20100601 MONUMENTED       DEDT
 DM8482
 DM8482                          STATION DESCRIPTION
 DM8482
 DM8482'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (BRC)
 DM8482'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHWEST OF
 DM8482'GEORGETOWN, 7.0 MI (11.3 KM) WEST OF MILTON AND 1.5 MI (2.4 KM)
 DM8482'SOUTH-SOUTHWEST OF ELLENDALE.
 DM8482'
 DM8482'TO REACH FROM THE INTERSECTION OF US HIGHWAY 113 (DUPONT BLVD) AND
 DM8482'STATE ROUTE 16 (BEACH HWY) PROCEED 1.3 MI (2.1 KM) SOUTH ALONG US
 DM8482'HIGHWAY 113 (DUPONT BLVD) TO A CROSS-OVER ON THE LEFT.  TURN LEFT TO
 DM8482'THE MARK STRAIGHT AHEAD.  THE MARK IS LOCATED IN THE REDDEN STATE
 DM8482'FOREST PICNIC AREA.
 DM8482'
 DM8482'THE MARK IS 36.4 FT (11.1 M) EAST OF THE CENTERLINE OF THE NORTHBOUND
 DM8482'LANES OF US HIGHWAY 113 (DUPONT BLVD), 117.7 FT (35.9 M) SOUTHWEST OF
 DM8482'A 1.25 INCH (3 CM) GALVANIZED METAL PIPE PROTRUDING FROM A CONCRETE
 DM8482'PAD AND 30.6 FT (9.3 M) NORTH OF A TELEPHONE TEST POINT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0213 ***********************************************************************
 HU0213  DESIGNATION -  N 8
 HU0213  PID         -  HU0213
 HU0213  STATE/COUNTY-  DE/SUSSEX
 HU0213  COUNTRY     -  US
 HU0213  USGS QUAD   -  MILLSBORO (2016)
 HU0213
 HU0213                         *CURRENT SURVEY CONTROL
 HU0213  ______________________________________________________________________
 HU0213* NAD 83(1986) POSITION- 38 32 46.     (N) 075 21 16.     (W)   SCALED
 HU0213* NAVD 88 ORTHO HEIGHT -    13.234 (meters)       43.42  (feet) ADJUSTED
 HU0213  ______________________________________________________________________
 HU0213  GEOID HEIGHT    -        -35.748 (meters)                     GEOID18
 HU0213  DYNAMIC HEIGHT  -         13.226 (meters)       43.39  (feet) COMP
 HU0213  MODELED GRAVITY -    980,017.1   (mgal)                       NAVD 88
 HU0213
 HU0213  VERT ORDER      -  SECOND    CLASS 0
 HU0213
 HU0213.The horizontal coordinates were scaled from a map and have
 HU0213.an estimated accuracy of +/- 6 seconds.
 HU0213
 HU0213.The orthometric height was determined by differential leveling and
 HU0213.adjusted by the NATIONAL GEODETIC SURVEY
 HU0213.in June 1991.
 HU0213
 HU0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0213.GEOID18 height accuracy estimate available here.
 HU0213
 HU0213.Click photographs - Photos may exist for this station.
 HU0213
 HU0213.The dynamic height is computed by dividing the NAVD 88
 HU0213.geopotential number by the normal gravity value computed on the
 HU0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0213.degrees latitude (g = 980.6199 gals.).
 HU0213
 HU0213.The modeled gravity was interpolated from observed gravity values.
 HU0213
 HU0213;                    North         East    Units  Estimated Accuracy
 HU0213;SPC DE       -    60,620.      205,420.      MT  (+/- 180 meters Scaled)
 HU0213
 HU0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH691664(NAD 83)
 HU0213
 HU0213                          SUPERSEDED SURVEY CONTROL
 HU0213
 HU0213  NGVD 29 (11/26/84)   13.474  (m)           44.21   (f) ADJUSTED    2 0
 HU0213
 HU0213.Superseded values are not recommended for survey control.
 HU0213
 HU0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0213.See file dsdata.pdf to determine how the superseded data were derived.
 HU0213
 HU0213_MARKER: DB = BENCH MARK DISK
 HU0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0213_STAMPING: N 8 1942
 HU0213_MARK LOGO: CGS
 HU0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0213+STABILITY: SURFACE MOTION
 HU0213
 HU0213  HISTORY     - Date     Condition        Report By
 HU0213  HISTORY     - 1942     MONUMENTED       CGS
 HU0213  HISTORY     - 1965     GOOD             CGS
 HU0213  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0213  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HU0213  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0213
 HU0213                          STATION DESCRIPTION
 HU0213
 HU0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0213'4.7 MI SW FROM MILLSBORO.
 HU0213'THIS MARK IS ALONG THE STATE HIGHWAY NUMBER 24 ABOUT 4.7 MILES
 HU0213'SOUTHWEST OF THE RAILROAD CROSSING AT MILLSBORO, SUSSEX COUNTY,
 HU0213'AT THE JUNCTION WITH STATE ROAD NUMBER 431, IN THE GRASSY AREA
 HU0213'ACROSS THE HIGHWAY FROM A STORE BUILDING, 47 FEET EAST OF THE
 HU0213'CENTER LINE OF THE HIGHWAY, 25.5 FEET SOUTH OF THE CENTER LINE
 HU0213'OF THE DIRT ROAD AND IS A STANDARD DISK SET IN THE TOP OF A
 HU0213'CONCRETE POST ABOUT 3 FEET WEST OF A STANDARD REFERENCE POST.
 HU0213
 HU0213                          STATION RECOVERY (1965)
 HU0213
 HU0213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HU0213'RECOVERED IN GOOD CONDITION.
 HU0213
 HU0213                          STATION RECOVERY (1981)
 HU0213
 HU0213'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0213'MARK NOT FOUND.
 HU0213
 HU0213                          STATION RECOVERY (1987)
 HU0213
 HU0213'RECOVERY NOTE BY US POWER SQUADRON 1987 (DAP)
 HU0213'MARK NOT FOUND.
 HU0213
 HU0213                          STATION RECOVERY (2013)
 HU0213
 HU0213'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0213'MISSION ROAD IS NOW PAVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AF8888 ***********************************************************************
 AF8888  SACS        -  This is a Secondary Airport Control Station.
 AF8888  DESIGNATION -  N92 A
 AF8888  PID         -  AF8888
 AF8888  STATE/COUNTY-  DE/NEW CASTLE
 AF8888  COUNTRY     -  US
 AF8888  USGS QUAD   -  SAINT GEORGES (2016)
 AF8888
 AF8888                         *CURRENT SURVEY CONTROL
 AF8888  ______________________________________________________________________
 AF8888* NAD 83(2011) POSITION- 39 31 34.37956(N) 075 43 19.00491(W)   ADJUSTED
 AF8888* NAD 83(2011) ELLIP HT-   -13.458 (meters)        (06/27/12)   ADJUSTED
 AF8888* NAD 83(2011) EPOCH   -  2010.00
 AF8888* NAVD 88 ORTHO HEIGHT -    19.89  (meters)       65.3   (feet) GPS OBS
 AF8888  ______________________________________________________________________
 AF8888  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AF8888  GEOID HEIGHT    -        -33.349 (meters)                     GEOID96
 AF8888  GEOID HEIGHT    -        -33.342 (meters)                     GEOID18
 AF8888  NAD 83(2011) X  -  1,214,973.452 (meters)                     COMP
 AF8888  NAD 83(2011) Y  - -4,774,170.131 (meters)                     COMP
 AF8888  NAD 83(2011) Z  -  4,037,540.498 (meters)                     COMP
 AF8888  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 AF8888
 AF8888  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF8888  Standards:
 AF8888         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF8888            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF8888  -------------------------------------------------------------------
 AF8888  NETWORK    0.85   1.43           0.26   0.39   0.73      0.41499253
 AF8888  -------------------------------------------------------------------
 AF8888  Click here for local accuracies and other accuracy information.
 AF8888
 AF8888.This mark is at Summit Airpark  (EVY)
 AF8888
 AF8888.The horizontal coordinates were established by GPS observations
 AF8888.and adjusted by the National Geodetic Survey in June 2012.
 AF8888
 AF8888.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF8888.been affixed to the stable North American tectonic plate. See 
 AF8888.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF8888
 AF8888.The horizontal coordinates are valid at the epoch date displayed above
 AF8888.which is a decimal equivalence of Year/Month/Day.
 AF8888
 AF8888.The orthometric height was determined by GPS observations and a
 AF8888.high-resolution geoid model.
 AF8888
 AF8888.GPS derived orthometric heights for airport stations designated as
 AF8888.PACS or SACS are published to 2 decimal places.  This maintains
 AF8888.centimeter relative accuracy between the PACS and SACS.  It does
 AF8888.not indicate centimeter accuracy relative to other marks which are
 AF8888.part of the published vertical control network.
 AF8888
 AF8888.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF8888.GEOID18 height accuracy estimate available here.
 AF8888
 AF8888.Click photographs - Photos may exist for this station.
 AF8888
 AF8888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8888
 AF8888.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF8888
 AF8888.The ellipsoidal height was determined by GPS observations
 AF8888.and is referenced to NAD 83.
 AF8888
 AF8888. The following values were computed from the NAD 83(2011) position.
 AF8888
 AF8888;                    North         East     Units Scale Factor Converg.
 AF8888;SPC DE       -   169,470.451   173,751.872   MT  1.00000348   -0 11 39.4
 AF8888;SPC DE       -   556,004.30    570,050.93   sFT  1.00000348   -0 11 39.4
 AF8888;UTM  18      - 4,375,422.844   437,950.822   MT  0.99964740   -0 27 34.1
 AF8888
 AF8888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8888!SPC DE       -   1.00000211  x   1.00000348  =   1.00000559
 AF8888!UTM  18      -   1.00000211  x   0.99964740  =   0.99964951
 AF8888
 AF8888:                Primary Azimuth Mark                     Grid Az
 AF8888:SPC DE       -  SUMMIT                                   164 48 15.1
 AF8888:UTM  18      -  SUMMIT                                   165 04 09.8
 AF8888
 AF8888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3795075422(NAD 83)
 AF8888
 AF8888|---------------------------------------------------------------------|
 AF8888| PID    Reference Object                     Distance      Geod. Az  |
 AF8888|                                                           dddmmss.s |
 AF8888| JU4001 SUMMIT                              449.217 METERS 1643635.7 |
 AF8888|---------------------------------------------------------------------|
 AF8888
 AF8888                          SUPERSEDED SURVEY CONTROL
 AF8888
 AF8888  NAD 83(2007)-  39 31 34.37984(N)    075 43 19.00575(W) AD(2002.00) 0
 AF8888  ELLIP H (02/10/07)  -13.430  (m)                       GP(2002.00)    
 AF8888  ELLIP H (12/26/02)  -13.417  (m)                       GP(       ) 4 1
 AF8888  NAD 83(1991)-  39 31 34.38000(N)    075 43 19.00617(W) AD(       ) 1
 AF8888  ELLIP H (07/08/98)  -13.436  (m)                       GP(       ) 4 1
 AF8888
 AF8888.Superseded values are not recommended for survey control.
 AF8888
 AF8888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8888.See file dsdata.pdf to determine how the superseded data were derived.
 AF8888
 AF8888_MARKER: DD = SURVEY DISK
 AF8888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8888_STAMPING: N92 A 1996
 AF8888_MARK LOGO: NGS
 AF8888_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8888+STABILITY: SURFACE MOTION
 AF8888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8888+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AF8888
 AF8888  HISTORY     - Date     Condition        Report By
 AF8888  HISTORY     - 1996     MONUMENTED       NGS
 AF8888
 AF8888                          STATION DESCRIPTION
 AF8888
 AF8888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AF8888'STATION IS LOCATED ABOUT 11 MI (17.7 KM) SOUTH OF NEWARK, 5 MI (8.0
 AF8888'KM) NORTH OF MIDDLETOWN, 1 MI (1.6 KM) SOUTH OF THE CHESAPEAKE AND
 AF8888'SELEWARE CANAL, AND AT THE NORTH END OF THE MIDDLETOWN-SUMMIT AIRPARK.
 AF8888'CONTACT PAT FOLEY, AIRPORT MANAGER AT (302) 834-5400 FOR ACCESS.  TO
 AF8888'REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 301 AND STATE
 AF8888'HIGHWAY 299, GO NORTH ALONG U.S.  301 FOR 4.3 MI (6.9 KM) TO THE
 AF8888'JUNCTION OF STATE HIGHWAY 896.  CONTINUE NORTH ALONG U.S.  301 FOR 1.0
 AF8888'MI (1.6 KM) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT THEN RIGHT
 AF8888'FOLLOWING PARKING LOT, THEN LEFT AT THE FIRST HANGAR TO THE APRON AND
 AF8888'TIE DOWN AREA.  CONTINUE WESTERLY FOR 0.05 MI (0.08 KM) TO THE
 AF8888'PARALLEL TAXIWAY.  TURN RIGHT AND GO NORTHERLY ALONG TAXIWAY FOR 0.2
 AF8888'MI (0.3 KM) TO THE END OF THE TAXIWAY.  CONTINUE NORTHERLY INTO GRASS
 AF8888'AREA FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT. IT IS 166 FT
 AF8888'(50.6 M) WEST FROM THE CORNER OF A METAL HANGAR, 135 FT (41.1 M)
 AF8888'EAST-SOUTHEAST FROM THE NORTHEAST CORNER OF THE RUNWAY END, AND 105 FT
 AF8888'(32.0 M) EAST-NORTHEAST FROM THE EAST EDGE OF THE RUNWAY. STATION IS
 AF8888'AIRPORT SACS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3317 ***********************************************************************
 JU3317  DESIGNATION -  NAAMAN
 JU3317  PID         -  JU3317
 JU3317  STATE/COUNTY-  DE/NEW CASTLE
 JU3317  COUNTRY     -  US
 JU3317  USGS QUAD   -  MARCUS HOOK (2019)
 JU3317
 JU3317                         *CURRENT SURVEY CONTROL
 JU3317  ______________________________________________________________________
 JU3317* NAD 83(1991) POSITION- 39 48 54.48069(N) 075 27 11.35924(W)   ADJUSTED
 JU3317* NAVD 88 ORTHO HEIGHT -    30.    (meters)       98.    (feet) SCALED
 JU3317  ______________________________________________________________________
 JU3317  GEOID HEIGHT    -        -32.940 (meters)                     GEOID18
 JU3317  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 JU3317  HORZ ORDER      -  SECOND
 JU3317
 JU3317.The horizontal coordinates were established by classical geodetic methods
 JU3317.and adjusted by the National Geodetic Survey in January 1992.
 JU3317
 JU3317.The orthometric height was scaled from a topographic map.
 JU3317
 JU3317.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3317.GEOID18 height accuracy estimate available here.
 JU3317
 JU3317.Click photographs - Photos may exist for this station.
 JU3317
 JU3317.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3317
 JU3317. The following values were computed from the NAD 83(1991) position.
 JU3317
 JU3317;                    North         East     Units Scale Factor Converg.
 JU3317;SPC DE       -   201,504.388   196,875.720   MT  0.99999512   -0 01 24.1
 JU3317;SPC DE       -   661,102.31    645,916.42   sFT  0.99999512   -0 01 24.1
 JU3317;SPC NJ       -   109,424.861    68,394.795   MT  0.99998196   -0 36 37.3
 JU3317;SPC NJ       -   359,004.73    224,391.92   sFT  0.99998196   -0 36 37.3
 JU3317;SPC PA S     -    56,054.147   796,646.198   MT  1.00002059   +1 29 24.6
 JU3317;SPC PA S     -   183,904.31  2,613,663.40   sFT  1.00002059   +1 29 24.6
 JU3317;UTM  18      - 4,407,337.387   461,214.613   MT  0.99961852   -0 17 24.6
 JU3317
 JU3317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3317!SPC DE       -   1.00000051  x   0.99999512  =   0.99999563
 JU3317!SPC NJ       -   1.00000051  x   0.99998196  =   0.99998247
 JU3317!SPC PA S     -   1.00000051  x   1.00002059  =   1.00002110
 JU3317!UTM  18      -   1.00000051  x   0.99961852  =   0.99961903
 JU3317
 JU3317:                Primary Azimuth Mark                     Grid Az
 JU3317:SPC DE       -  SCOTT                                    035 07 36.7
 JU3317:SPC NJ       -  SCOTT                                    035 42 49.9
 JU3317:SPC PA S     -  SCOTT                                    033 36 48.0
 JU3317:UTM  18      -  SCOTT                                    035 23 37.2
 JU3317
 JU3317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6121407337(NAD 83)
 JU3317
 JU3317|---------------------------------------------------------------------|
 JU3317| PID    Reference Object                     Distance      Geod. Az  |
 JU3317|                                                           dddmmss.s |
 JU3317| JU3341 SCOTT                               APPROX.10.4 KM 0350612.6 |
 JU3317| JU0916 NAAMAN RM 2                          41.614 METERS 05445     |
 JU3317| JU3323 WILMINGTON ALLIED CHEM ELEV         APPROX. 2.1 KM 1254911.9 |
 JU3317| JU3313 WILMINGTON HOLLY OAK TANK           APPROX. 2.9 KM 2135605.1 |
 JU3317| JU0918 NAAMAN AZ MK                                       2973826.5 |
 JU3317| JU0917 NAAMAN RM 1                          42.111 METERS 34044     |
 JU3317|---------------------------------------------------------------------|
 JU3317
 JU3317                          SUPERSEDED SURVEY CONTROL
 JU3317
 JU3317  NAD 83(1986)-  39 48 54.47790(N)    075 27 11.36242(W) AD(       ) 2
 JU3317  NAD 27      -  39 48 54.07030(N)    075 27 12.66060(W) AD(       ) 2
 JU3317
 JU3317.Superseded values are not recommended for survey control.
 JU3317
 JU3317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3317.See file dsdata.pdf to determine how the superseded data were derived.
 JU3317
 JU3317_MARKER: DS = TRIANGULATION STATION DISK
 JU3317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3317_STAMPING: NAAMAN 1958
 JU3317_MARK LOGO: CGS
 JU3317_PROJECTION: RECESSED 36 CENTIMETERS
 JU3317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3317+STABILITY: SURFACE MOTION
 JU3317
 JU3317  HISTORY     - Date     Condition        Report By
 JU3317  HISTORY     - 1958     MONUMENTED       CGS
 JU3317  HISTORY     - 1964     GOOD             CGS
 JU3317  HISTORY     - 1964     MARK NOT FOUND   CGS
 JU3317  HISTORY     - 1965     MARK NOT FOUND   CGS
 JU3317  HISTORY     - 1981     MARK NOT FOUND   DEDHT
 JU3317  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU3317
 JU3317                          STATION DESCRIPTION
 JU3317
 JU3317'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 JU3317'STATION IS LOCATED ALONG NAAMAN ROAD, ON LAND OWNED BY THE
 JU3317'COLORADO FUEL AND IRON COMPANY, ABOUT 7 MILES NORTHEAST
 JU3317'OF THE CENTER OF WILMINGTON, AND ABOUT 1 MILE NORTHWEST OF
 JU3317'WHERE NAAMAN CREEK RUNS INTO THE DELAWARE RIVER.
 JU3317'
 JU3317'REACHED FROM 11TH AND KING STREETS (POST OFFICE) IN
 JU3317'WILMINGTON BY GOING NORTH ON KING STREET FOR 0.35 MILE TO
 JU3317'A TRAFFIC LIGHT, JUST AFTER CROSSING A BRIDGE THAT SPANS
 JU3317'THE BRANDYWINE RIVER, AND WHERE U.S. HIGHWAYS 13 AND 202
 JU3317'BEAR TO THE RIGHT, BEAR RIGHT AND CONTINUE ON THE TWO
 JU3317'HIGHWAYS, NORTHERLY FOR 0.2 MILE TO THE JUNCTION OF THE
 JU3317'TWO HIGHWAYS, CONTINUE NORTHERLY, ON HIGHWAY 13 FOR 6.6
 JU3317'MILES TO NAAMAN ROAD LEFT AND THE JUNCTION OF U.S. HIGHWAY
 JU3317'13 AND 13A.  TURN LEFT AND FOLLOW NAAMAN ROAD, EASTERLY FOR
 JU3317'0.9 MILE TO THE STATION ON THE LEFT, JUST AFTER PASSING A
 JU3317'TWO-STORY BRICK HOUSE ON THE LEFT.  CONTINUE EASTERLY, ON
 JU3317'NAAMAN ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 JU3317'
 JU3317'STATION IS A STANDARD DISK, STAMPED NAAMAN 1958, SET IN THE
 JU3317'TOP OF A SQUARE CONCRETE MONUMENT WHICH IS 14 INCHES BELOW
 JU3317'THE GROUND SURFACE.  IT IS 144 FEET SOUTHEAST OF NAAMAN
 JU3317'ROAD, 166 FEET WEST OF THE NORTHWEST CORNER OF THE TWO-STORY
 JU3317'BRICK HOUSE AND 138 FEET SOUTH-SOUTHEAST OF A 4 IN X 4 IN
 JU3317'WHITE WITNESS POST.
 JU3317'
 JU3317'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NAAMAN NO 1
 JU3317'1958, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 JU3317'FLUSH WITH THE GROUND SURFACE.  IT IS 35 FEET SOUTH-SOUTHEAST
 JU3317'OF NAAMAN ROAD, AND 2 FEET SOUTHWEST OF THE WHITE WITNESS POST.
 JU3317'
 JU3317'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NAAMAN NO 2 1958,
 JU3317'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 JU3317'WITH THE GROUND SURFACE.  IT IS 35 FEET SOUTH-SOUTHEAST OF
 JU3317'NAAMAN ROAD, 83 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 JU3317'TWO-STORY BRICK HOUSE, AND 120 FEET SOUTH OF A POWERLINE POLE.
 JU3317'
 JU3317'AZIMUTH MARK IS A STANDARD DISK, STAMPED NAAMAN 1958, SET
 JU3317'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 JU3317'THE GROUND SURFACE.  IT IS 32 FEET NORTHEAST OF NAAMAN ROAD,
 JU3317'1 FOOT EAST OF A POWERLINE POLE, AND 80 FEET SOUTHEAST OF A
 JU3317'DIRT SIDE ROAD.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2
 JU3317'FEET WEST OF THE MARK.
 JU3317
 JU3317                          STATION RECOVERY (1964)
 JU3317
 JU3317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCB)
 JU3317'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JU3317'TO BE IN GOOD CONDITION.  A CUT TO AN AVERAGE DEPTH OF 32 FEET
 JU3317'WAS TO BE MADE IN THE VICINITY OF STATION EXTENDING FROM 600
 JU3317'FEET TO OVER 1000 FEET IN ALL DIRECTIONS, FOR A BRIDGE OVER
 JU3317'THE INTERSTATE HIGHWAY AND AN INTERSECTION SO THERE IS NO
 JU3317'SUITABLE LOCATION FOR A NEW STATION.  THE STATION MARK,
 JU3317'REFERENCE MARKS AND THE AZIMUTH MARK ARE TO BE DESTROYED BY
 JU3317'THE CONSTRUCTION.
 JU3317
 JU3317                          STATION RECOVERY (1964)
 JU3317
 JU3317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 JU3317'THE STATION AND BOTH REFERENCE MARKS WERE SEARCHED FOR BUT
 JU3317'NOT RECOVERED THIS DATE.  THE AZIMUTH MARK WAS FOUND AND IN
 JU3317'GOOD CONDITION.  THE AREA WHERE THE STATION IS DESCRIBED IS
 JU3317'NOW UNDER CONSTRUCTION FOR A NEW HIGHWAY AND POSSIBLY THEY
 JU3317'HAVE BEEN DESTROYED.
 JU3317
 JU3317                          STATION RECOVERY (1965)
 JU3317
 JU3317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 JU3317'THE STATION AND REFERENCE MARKS 1 AND 2 HAVE BEEN DESTROYED BY
 JU3317'ROAD CONSTRUCTION.
 JU3317'
 JU3317'THE AZIMUTH MARK WAS RECOVERED IN POOR CONDITION.  IT WAS
 JU3317'DISTURBED WHEN A POWERLINE POLE, 1 FOOT DISTANT, WAS REMOVED.
 JU3317
 JU3317                          STATION RECOVERY (1981)
 JU3317
 JU3317'RECOVERY NOTE BY DE DEPT OF HIGHWAYS 1981 (DW)
 JU3317'(NAAMAN 1958) AZI COULD NOT LOCATE.
 JU3317'
 JU3317'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.95 MILES NW OF NAAMANS
 JU3317'CORNER.
 JU3317
 JU3317                          STATION RECOVERY (2013)
 JU3317
 JU3317'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3317'HOUSE DESCRIBED IS NO LONGER PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0918 ***********************************************************************
 JU0918  DESIGNATION -  NAAMAN AZ MK
 JU0918  PID         -  JU0918
 JU0918  STATE/COUNTY-  DE/NEW CASTLE
 JU0918  COUNTRY     -  US
 JU0918  USGS QUAD   -  MARCUS HOOK (2019)
 JU0918
 JU0918                         *CURRENT SURVEY CONTROL
 JU0918  ______________________________________________________________________
 JU0918* NAD 83(1986) POSITION- 39 48 58.     (N) 075 27 23.     (W)   SCALED
 JU0918* NAVD 88 ORTHO HEIGHT -    32.875 (meters)      107.86  (feet) POSTED
 JU0918  ______________________________________________________________________
 JU0918  GEOID HEIGHT    -        -32.936 (meters)                     GEOID18
 JU0918  DYNAMIC HEIGHT  -         32.86  (meters)      107.8   (feet) COMP
 JU0918  MODELED GRAVITY -    980,175.8   (mgal)                       NAVD 88
 JU0918
 JU0918  VERT ORDER      -  * POSTED, SEE BELOW
 JU0918
 JU0918.The horizontal coordinates were scaled from a map and have
 JU0918.an estimated accuracy of +/- 6 seconds.
 JU0918
 JU0918.The orthometric height was determined by differential leveling
 JU0918.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU0918
 JU0918.* This is a POSTED BENCH MARK height.
 JU0918
 JU0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0918.GEOID18 height accuracy estimate available here.
 JU0918
 JU0918.Click photographs - Photos may exist for this station.
 JU0918
 JU0918.The dynamic height is computed by dividing the NAVD 88
 JU0918.geopotential number by the normal gravity value computed on the
 JU0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0918.degrees latitude (g = 980.6199 gals.).
 JU0918
 JU0918.The modeled gravity was interpolated from observed gravity values.
 JU0918
 JU0918;                    North         East    Units  Estimated Accuracy
 JU0918;SPC DE       -   201,610.      196,600.      MT  (+/- 180 meters Scaled)
 JU0918
 JU0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK609074(NAD 83)
 JU0918
 JU0918                          SUPERSEDED SURVEY CONTROL
 JU0918
 JU0918  NGVD 29 (11/26/84)   33.216  (m)          108.98   (f) ADJUSTED    2 0
 JU0918
 JU0918.Superseded values are not recommended for survey control.
 JU0918
 JU0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0918.See file dsdata.pdf to determine how the superseded data were derived.
 JU0918
 JU0918_MARKER: DZ = AZIMUTH MARK DISK
 JU0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0918_STAMPING: NAAMAN 1958
 JU0918_MARK LOGO: CGS
 JU0918_PROJECTION: FLUSH
 JU0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0918+STABILITY: SURFACE MOTION
 JU0918
 JU0918  HISTORY     - Date     Condition        Report By
 JU0918  HISTORY     - 1958     MONUMENTED       CGS
 JU0918  HISTORY     - 1959     GOOD             CGS
 JU0918  HISTORY     - 1965     GOOD             CGS
 JU0918  HISTORY     - 19990403 MARK NOT FOUND   USPSQD
 JU0918  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU0918
 JU0918                          STATION DESCRIPTION
 JU0918
 JU0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU0918'1 MI NW FROM NAAMAN.
 JU0918'0.95 MILE NORTHWEST ALONG NAAMAN ROAD FROM THE JUNCTION OF U.S.
 JU0918'HIGHWAY 13 AT NAAMAN, 0.25 MILE NORTHWEST OF A 2-STORY RED BRICK
 JU0918'FARM HOUSE, ABOUT 0.4 MILE SOUTHEAST OF OVERPASS OF NAAMAN ROAD
 JU0918'OVER THE BALTIMORE AND OHIO RAILROAD AT CARPENTER, 31 FEET
 JU0918'NORTHEAST OF CENTER LINE OF ROAD, 74 FEET SOUTHEAST OF CENTER
 JU0918'LINE OF A GRAVEL ROAD LEADING NORTHEAST, 1 1/2 FEET EAST-SOUTHEAST
 JU0918'OF POWER POLE NO. 39, 73 YARDS SOUTHEAST OF NORTHEAST END OF A
 JU0918'40-INCH PIPE CULVERT UNDER NAAMAN ROAD, 2 FEET NORTHEAST OF A
 JU0918'WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 JU0918'ABOUT FLUSH WITH GROUND.
 JU0918'NOTES--THIS MARK SHOWS SIGNS OF DISPLACEMENT.
 JU0918'THIS WAS CAUSED BY REMOVAL OF A POWERLINE POLE, 1 FOOT DISTANT.
 JU0918'THIS MARK IS TO BE DESTROYED IN THE NEAR FUTURE.
 JU0918
 JU0918                          STATION RECOVERY (1965)
 JU0918
 JU0918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JU0918'RECOVERED IN GOOD CONDITION.
 JU0918
 JU0918                          STATION RECOVERY (1999)
 JU0918
 JU0918'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU0918'MARK NOT FOUND.
 JU0918
 JU0918                          STATION RECOVERY (2013)
 JU0918
 JU0918'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU0918'GRAVEL ROAD DESCRIBED IS NO LONGER PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0915 ***********************************************************************
 JU0915  DESIGNATION -  NAY
 JU0915  PID         -  JU0915
 JU0915  STATE/COUNTY-  DE/NEW CASTLE
 JU0915  COUNTRY     -  US
 JU0915  USGS QUAD   -  MARCUS HOOK (2019)
 JU0915
 JU0915                         *CURRENT SURVEY CONTROL
 JU0915  ______________________________________________________________________
 JU0915* NAD 83(1991) POSITION- 39 49 07.31507(N) 075 27 51.26480(W)   ADJUSTED
 JU0915* NAVD 88 ORTHO HEIGHT -    52.838 (meters)      173.35  (feet) POSTED
 JU0915  ______________________________________________________________________
 JU0915  GEOID HEIGHT    -        -32.925 (meters)                     GEOID18
 JU0915  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC18
 JU0915  DYNAMIC HEIGHT  -         52.81  (meters)      173.3   (feet) COMP
 JU0915  MODELED GRAVITY -    980,174.9   (mgal)                       NAVD 88
 JU0915
 JU0915  HORZ ORDER      -  SECOND
 JU0915  VERT ORDER      -  * POSTED, SEE BELOW
 JU0915
 JU0915.The horizontal coordinates were established by classical geodetic methods
 JU0915.and adjusted by the National Geodetic Survey in January 1992.
 JU0915
 JU0915.The orthometric height was determined by differential leveling
 JU0915.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU0915
 JU0915.* This is a POSTED BENCH MARK height.
 JU0915
 JU0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0915.GEOID18 height accuracy estimate available here.
 JU0915
 JU0915.Click photographs - Photos may exist for this station.
 JU0915
 JU0915.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU0915
 JU0915.The dynamic height is computed by dividing the NAVD 88
 JU0915.geopotential number by the normal gravity value computed on the
 JU0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0915.degrees latitude (g = 980.6199 gals.).
 JU0915
 JU0915.The modeled gravity was interpolated from observed gravity values.
 JU0915
 JU0915. The following values were computed from the NAD 83(1991) position.
 JU0915
 JU0915;                    North         East     Units Scale Factor Converg.
 JU0915;SPC DE       -   201,900.669   195,926.807   MT  0.99999520   -0 01 49.7
 JU0915;SPC DE       -   662,402.44    642,803.20   sFT  0.99999520   -0 01 49.7
 JU0915;SPC NJ       -   109,830.839    67,450.003   MT  0.99998387   -0 37 03.0
 JU0915;SPC NJ       -   360,336.68    221,292.22   sFT  0.99998387   -0 37 03.0
 JU0915;SPC PA S     -    56,425.237   795,687.126   MT  1.00001990   +1 28 58.7
 JU0915;SPC PA S     -   185,121.80  2,610,516.85   sFT  1.00001990   +1 28 58.7
 JU0915;UTM  18      - 4,407,737.932   460,267.911   MT  0.99961943   -0 17 50.2
 JU0915
 JU0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0915!SPC DE       -   0.99999688  x   0.99999520  =   0.99999208
 JU0915!SPC NJ       -   0.99999688  x   0.99998387  =   0.99998075
 JU0915!SPC PA S     -   0.99999688  x   1.00001990  =   1.00001678
 JU0915!UTM  18      -   0.99999688  x   0.99961943  =   0.99961631
 JU0915
 JU0915:                Primary Azimuth Mark                     Grid Az
 JU0915:SPC DE       -  NAAMAN                                   112 39 58.4
 JU0915:SPC NJ       -  NAAMAN                                   113 15 11.7
 JU0915:SPC PA S     -  NAAMAN                                   111 09 10.0
 JU0915:UTM  18      -  NAAMAN                                   112 55 58.9
 JU0915
 JU0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6026707737(NAD 83)
 JU0915
 JU0915|---------------------------------------------------------------------|
 JU0915| PID    Reference Object                     Distance      Geod. Az  |
 JU0915|                                                           dddmmss.s |
 JU0915| JU3317 NAAMAN                              APPROX. 1.0 KM 1123808.7 |
 JU0915|---------------------------------------------------------------------|
 JU0915
 JU0915                          SUPERSEDED SURVEY CONTROL
 JU0915
 JU0915  NAD 83(1986)-  39 49 07.31235(N)    075 27 51.26797(W) AD(       ) 2
 JU0915  NAD 27      -  39 49 06.90480(N)    075 27 52.56540(W) AD(       ) 2
 JU0915  NGVD 29 (11/26/84)   53.180  (m)          174.47   (f) ADJUSTED    2 0
 JU0915
 JU0915.Superseded values are not recommended for survey control.
 JU0915
 JU0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0915.See file dsdata.pdf to determine how the superseded data were derived.
 JU0915
 JU0915_MARKER: DE = TRAVERSE STATION DISK
 JU0915_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU0915_SP_SET: BRIDGE SIDEWALK
 JU0915_STAMPING: NAY 1959
 JU0915_MARK LOGO: CGS
 JU0915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU0915
 JU0915  HISTORY     - Date     Condition        Report By
 JU0915  HISTORY     - 1959     MONUMENTED       CGS
 JU0915  HISTORY     - 1965     GOOD             CGS
 JU0915  HISTORY     - 1965     GOOD             CGS
 JU0915  HISTORY     - 1981     GOOD             DEDHT
 JU0915  HISTORY     - 1981     GOOD             UDE
 JU0915  HISTORY     - 1982     GOOD             NGS
 JU0915  HISTORY     - 1984     GOOD             USPSQD
 JU0915  HISTORY     - 19920530 MARK NOT FOUND   USPSQD
 JU0915  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU0915
 JU0915                          STATION DESCRIPTION
 JU0915
 JU0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU0915'STATION IS LOCATED ABOUT 7.0 MILES NORTHEAST OF THE
 JU0915'WILMINGTON POST OFFICE AND ABOUT 1-1/2 MILE NORTHWEST OF WHERE
 JU0915'NAAMAN CREEK RUNS INTO THE DELAWARE RIVER, ALONG SIDE NAAMAN
 JU0915'ROAD AND ON TOP OF OVERPASS OVER THE BALTIMORE AND OHIO
 JU0915'RAILROAD.  IT IS 2-1/2 FEET SOUTH OF EAST RAILING, 1 FOOT NORTH
 JU0915'OF CURBING, 16 FEET NORTHEAST OF CENTERLINE OF BRIDGE AND
 JU0915'60 FEET SOUTHWEST OF POWERLINE POLE NUMBER 54.  THE MARK IS A
 JU0915'STANDARD TRAVERSE DISK SET IN DRILLHOLE IN SIDEWALK OF BRIDGE,
 JU0915'AND STAMPED NAY 1959.
 JU0915'
 JU0915'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 13 AND
 JU0915'U.S. HIGHWAY NO. 13 ALTERNATE, (NORTHEAST OF WILMINGTON) GO
 JU0915'EASTERLY ON U.S. HIGHWAY NO. 13 FOR 1.2 MILE TO STOP LIGHT
 JU0915'AT NAAMAN ROAD.  TURN LEFT AND GO NORTHWESTERLY FOR 1.45
 JU0915'MILES TO STATION ON RIGHT ON TOP OF OVERPASS AS DESCRIBED.
 JU0915'
 JU0915'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU0915
 JU0915                          STATION RECOVERY (1965)
 JU0915
 JU0915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 JU0915'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 JU0915'
 JU0915'THE DESCRIPTION IS ADEQUATE.
 JU0915
 JU0915                          STATION RECOVERY (1965)
 JU0915
 JU0915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JU0915'5.8 MI NE FROM WILMINGTON.
 JU0915'(LINE NO. 1, INTERSTATE HIGHWAY SURVEYS - VICINITY OF WILMINGTON,
 JU0915'DELAWARE).  7 MILES NORTHEAST OF THE WILMINGTON POST OFFICE TO
 JU0915'NAAMANS CORNERS AND A JUNCTION OF U.S. HIGHWAYS 13 AND 13 BYPASS,
 JU0915'THENCE NORTHWEST ON NAAMANS ROAD FOR 1.4 MILES TO AN OVERPASS
 JU0915'AND THE MARK ON THE RIGHT.  IT IS 2 1/2 FEET SOUTH OF THE
 JU0915'NORTHEAST RAIL, 1 FOOT NORTHEAST OF THE CURB AND 16 FEET NORTHEAST
 JU0915'OF THE CENTERLINE OF THE BRIDGE.  THE MARK IS A STANDARD TRAVERSE
 JU0915'DISK SET IN A DRILLHOLE IN THE SIDEWALK OF THE BRIDGE.
 JU0915
 JU0915                          STATION RECOVERY (1981)
 JU0915
 JU0915'RECOVERY NOTE BY DE DEPT OF HIGHWAYS 1981 (DW)
 JU0915'NAY 1959 RECOVERED IN GOOD CONDITION.
 JU0915'
 JU0915'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.4 MILES NW OF NAAMANS
 JU0915'CORNER.
 JU0915
 JU0915                          STATION RECOVERY (1981)
 JU0915
 JU0915'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU0915'RECOVERED IN GOOD CONDITION.
 JU0915
 JU0915                          STATION RECOVERY (1982)
 JU0915
 JU0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JU0915'RECOVERED IN GOOD CONDITION.
 JU0915
 JU0915                          STATION RECOVERY (1984)
 JU0915
 JU0915'RECOVERY NOTE BY US POWER SQUADRON 1984
 JU0915'ALSO 0.2 MILES SOUTH OF CARPENTER ROAD.
 JU0915
 JU0915                          STATION RECOVERY (1992)
 JU0915
 JU0915'RECOVERY NOTE BY US POWER SQUADRON 1992
 JU0915'MARK NOT FOUND.
 JU0915
 JU0915                          STATION RECOVERY (2013)
 JU0915
 JU0915'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU0915'SIDEWALKS HAVE BEEN REDONE, MARK POSSIBLY HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DH7452 ***********************************************************************
 DH7452  HT_MOD      -  This is a Height Modernization Survey Station.
 DH7452  DESIGNATION -  NCC01
 DH7452  PID         -  DH7452
 DH7452  STATE/COUNTY-  DE/NEW CASTLE
 DH7452  COUNTRY     -  US
 DH7452  USGS QUAD   -  MIDDLETOWN (2016)
 DH7452
 DH7452                         *CURRENT SURVEY CONTROL
 DH7452  ______________________________________________________________________
 DH7452* NAD 83(2011) POSITION- 39 28 39.87636(N) 075 42 11.26389(W)   ADJUSTED
 DH7452* NAD 83(2011) ELLIP HT-   -14.458 (meters)        (06/27/12)   ADJUSTED
 DH7452* NAD 83(2011) EPOCH   -  2010.00
 DH7452* NAVD 88 ORTHO HEIGHT -    19.04  (meters)       62.5   (feet) GPS OBS
 DH7452  ______________________________________________________________________
 DH7452  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DH7452  GEOID HEIGHT    -        -33.484 (meters)                     GEOID12B
 DH7452  GEOID HEIGHT    -        -33.488 (meters)                     GEOID18
 DH7452  NAD 83(2011) X  -  1,217,386.498 (meters)                     COMP
 DH7452  NAD 83(2011) Y  - -4,777,087.422 (meters)                     COMP
 DH7452  NAD 83(2011) Z  -  4,033,387.314 (meters)                     COMP
 DH7452  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 DH7452
 DH7452  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7452  Standards:
 DH7452         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7452            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7452  -------------------------------------------------------------------
 DH7452  NETWORK    0.18   0.33           0.08   0.07   0.17      0.00073474
 DH7452  -------------------------------------------------------------------
 DH7452  Click here for local accuracies and other accuracy information.
 DH7452
 DH7452.The horizontal coordinates were established by GPS observations
 DH7452.and adjusted by the National Geodetic Survey in June 2012.
 DH7452
 DH7452.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7452.been affixed to the stable North American tectonic plate. See 
 DH7452.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH7452
 DH7452.The horizontal coordinates are valid at the epoch date displayed above
 DH7452.which is a decimal equivalence of Year/Month/Day.
 DH7452
 DH7452.The orthometric height was determined by GPS observations and a
 DH7452.high-resolution geoid model using precise GPS observation and
 DH7452.processing techniques.
 DH7452
 DH7452.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7452.GEOID18 height accuracy estimate available here.
 DH7452
 DH7452.Click photographs - Photos may exist for this station.
 DH7452
 DH7452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7452
 DH7452.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH7452
 DH7452.The ellipsoidal height was determined by GPS observations
 DH7452.and is referenced to NAD 83.
 DH7452
 DH7452. The following values were computed from the NAD 83(2011) position.
 DH7452
 DH7452;                    North         East     Units Scale Factor Converg.
 DH7452;SPC DE       -   164,083.416   175,352.654   MT  1.00000248   -0 10 55.7
 DH7452;SPC DE       -   538,330.34    575,302.83   sFT  1.00000248   -0 10 55.7
 DH7452;UTM  18      - 4,370,030.387   439,526.104   MT  0.99964503   -0 26 49.4
 DH7452
 DH7452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7452!SPC DE       -   1.00000227  x   1.00000248  =   1.00000475
 DH7452!UTM  18      -   1.00000227  x   0.99964503  =   0.99964730
 DH7452
 DH7452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3952670030(NAD 83)
 DH7452
 DH7452                          SUPERSEDED SURVEY CONTROL
 DH7452
 DH7452  NAD 83(2007)-  39 28 39.87662(N)    075 42 11.26467(W) AD(2002.00) 1
 DH7452  ELLIP H (04/14/09)  -14.435  (m)                       GP(2002.00) 2 1
 DH7452  NAD 83(1991)-  39 28 39.87671(N)    075 42 11.26450(W) AD(       ) 1
 DH7452  ELLIP H (12/29/05)  -14.431  (m)                       GP(       ) 2 1
 DH7452  NAVD 88 (12/29/05)   19.0    (m)  GEOID03  model used  GPS OBS        
 DH7452
 DH7452.Superseded values are not recommended for survey control.
 DH7452
 DH7452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7452.See file dsdata.pdf to determine how the superseded data were derived.
 DH7452
 DH7452_MARKER: DD = SURVEY DISK
 DH7452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7452_STAMPING: NCC-01 2005
 DH7452_MARK LOGO: DE-003
 DH7452_PROJECTION: FLUSH
 DH7452_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7452+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 DH7452
 DH7452  HISTORY     - Date     Condition        Report By
 DH7452  HISTORY     - 20051006 MONUMENTED       JMTMD
 DH7452  HISTORY     - 20130711 GOOD             DELCOS
 DH7452
 DH7452                          STATION DESCRIPTION
 DH7452
 DH7452'DESCRIBED BY JMT ENGINEERING 2005 (BRH)
 DH7452'STATION IS LOCATED IN NEW CASTLE COUNTY DELAWARE NEAR BOYDS CORNER,
 DH7452'DELAWARE. IT IS  ABOUT 2 MI (3.2 KM) NORTHEAST OF MIDDLETOWN, DE ABOUT
 DH7452'8.8 MI (14.2 KM) SOUTHWEST OF  DELAWARE CITY, DE AND ABOUT 4.4 MI (7.1
 DH7452'KM) SOUTH OF THE CHESAPEAKE AND DELAWARE CANAL.
 DH7452'
 DH7452'TO REACH THE STATION FROM THE INTERSECTION OF SR 896 AND US 301 GO
 DH7452'EAST ON SR 896 (BOYDS  CORNER RD.) 1.6 MI (2.6 KM) TO TRAFFIC SIGNAL
 DH7452'AT CEDAR LANE. TURN RIGHT AND PROCEED SOUTH  ON CEDAR LANE 2.0 MI (3.2
 DH7452'KM) TO STOP SIGN AT MARL PIT ROAD AND THE STATION ON THE RIGHT.
 DH7452'
 DH7452'STATION IS IN NORTH QUADRANT OF THE INTERSECTION, 35.5 FT (10.8 M)
 DH7452'NORTHEAST OF CENTERLINE  MARL PIT ROAD, 44 FT (13.4 M) NORTHWEST OF
 DH7452'CENTERLINE CEDAR LANE 28.5 FT (8.7 M) NORTHWEST  OF UTILITY POLE (DP L
 DH7452'44195 33661).  A 3 INCH BRASS DISK STAMPED NCC-01 2005 SET IN THE TOP
 DH7452'OF A  1 FT (0.3 M) CONCRETE MONUMENT FLUSH WITH THE GROUND.
 DH7452
 DH7452                          STATION RECOVERY (2013)
 DH7452
 DH7452'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DH7452'THE MARK IS RECESSED BELOW GRADE 2 INCHES AND IS  15.5 FT FROM A FENCE
 DH7452'IN SOUTH SOUTHWEST CORNER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DH7451 ***********************************************************************
 DH7451  DESIGNATION -  NCC02
 DH7451  PID         -  DH7451
 DH7451  STATE/COUNTY-  DE/NEW CASTLE
 DH7451  COUNTRY     -  US
 DH7451  USGS QUAD   -  MIDDLETOWN (2016)
 DH7451
 DH7451                         *CURRENT SURVEY CONTROL
 DH7451  ______________________________________________________________________
 DH7451* NAD 83(2011) POSITION- 39 28 44.90883(N) 075 42 22.13507(W)   ADJUSTED
 DH7451* NAD 83(2011) ELLIP HT-   -14.763 (meters)        (06/27/12)   ADJUSTED
 DH7451* NAD 83(2011) EPOCH   -  2010.00
 DH7451* NAVD 88 ORTHO HEIGHT -    18.7   (meters)       61.    (feet) GPS OBS
 DH7451  ______________________________________________________________________
 DH7451  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH7451  GEOID HEIGHT    -        -33.450 (meters)                     GEOID03
 DH7451  GEOID HEIGHT    -        -33.483 (meters)                     GEOID18
 DH7451  NAD 83(2011) X  -  1,217,110.300 (meters)                     COMP
 DH7451  NAD 83(2011) Y  - -4,777,055.728 (meters)                     COMP
 DH7451  NAD 83(2011) Z  -  4,033,506.914 (meters)                     COMP
 DH7451  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 DH7451
 DH7451  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7451  Standards:
 DH7451         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7451            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7451  -------------------------------------------------------------------
 DH7451  NETWORK    0.18   0.35           0.08   0.07   0.18      0.07526870
 DH7451  -------------------------------------------------------------------
 DH7451  Click here for local accuracies and other accuracy information.
 DH7451
 DH7451.The horizontal coordinates were established by GPS observations
 DH7451.and adjusted by the National Geodetic Survey in June 2012.
 DH7451
 DH7451.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7451.been affixed to the stable North American tectonic plate. See 
 DH7451.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH7451
 DH7451.The horizontal coordinates are valid at the epoch date displayed above
 DH7451.which is a decimal equivalence of Year/Month/Day.
 DH7451
 DH7451.The orthometric height was determined by GPS observations and a
 DH7451.high-resolution geoid model.
 DH7451
 DH7451.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7451.GEOID18 height accuracy estimate available here.
 DH7451
 DH7451.Click photographs - Photos may exist for this station.
 DH7451
 DH7451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7451
 DH7451.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH7451
 DH7451.The ellipsoidal height was determined by GPS observations
 DH7451.and is referenced to NAD 83.
 DH7451
 DH7451. The following values were computed from the NAD 83(2011) position.
 DH7451
 DH7451;                    North         East     Units Scale Factor Converg.
 DH7451;SPC DE       -   164,239.448   175,093.330   MT  1.00000263   -0 11 02.6
 DH7451;SPC DE       -   538,842.26    574,452.03   sFT  1.00000263   -0 11 02.6
 DH7451;UTM  18      - 4,370,187.560   439,267.596   MT  0.99964541   -0 26 56.3
 DH7451
 DH7451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7451!SPC DE       -   1.00000232  x   1.00000263  =   1.00000495
 DH7451!UTM  18      -   1.00000232  x   0.99964541  =   0.99964773
 DH7451
 DH7451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3926770187(NAD 83)
 DH7451
 DH7451                          SUPERSEDED SURVEY CONTROL
 DH7451
 DH7451  NAD 83(2007)-  39 28 44.90908(N)    075 42 22.13584(W) AD(2002.00) 1
 DH7451  ELLIP H (04/14/09)  -14.740  (m)                       GP(2002.00) 2 1
 DH7451  NAD 83(1991)-  39 28 44.90916(N)    075 42 22.13566(W) AD(       ) 1
 DH7451  ELLIP H (12/29/05)  -14.736  (m)                       GP(       ) 2 1
 DH7451
 DH7451.Superseded values are not recommended for survey control.
 DH7451
 DH7451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7451.See file dsdata.pdf to determine how the superseded data were derived.
 DH7451
 DH7451_MARKER: DD = SURVEY DISK
 DH7451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7451_STAMPING: NCC-02 2005
 DH7451_MARK LOGO: DE-003
 DH7451_PROJECTION: FLUSH
 DH7451_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7451+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 DH7451
 DH7451  HISTORY     - Date     Condition        Report By
 DH7451  HISTORY     - 20051006 MONUMENTED       JMTMD
 DH7451
 DH7451                          STATION DESCRIPTION
 DH7451
 DH7451'DESCRIBED BY JMT ENGINEERING 2005 (BRH)
 DH7451'STATION IS LOCATED IN NEW CASTLE COUNTY DELAWARE NEAR BOYDS CORNER,
 DH7451'DELAWARE. IT IS  ABOUT 2 MI (3.2 KM) NORTHEAST OF MIDDLETOWN, DE ABOUT
 DH7451'8.8 MI (14.2 KM) SOUTHWEST OF  DELAWARE CITY, DE AND ABOUT 4.4 MI (7.1
 DH7451'KM) SOUTH OF THE CHESAPEAKE AND DELAWARE CANAL.
 DH7451'
 DH7451'TO REACH THE STATION FROM THE INTERSECTION OF SR 896 AND US 301 GO
 DH7451'EAST ON SR 896 (BOYDS  CORNER RD.) 1.6 MI (2.6 KM) TO TRAFFIC SIGNAL
 DH7451'AT CEDAR LANE. TURN RIGHT AND PROCEED SOUTH  ON CEDAR LANE 2.0 MI (3.2
 DH7451'KM) TO STOP SIGN AT MARL PIT ROAD, TURN RIGHT AND PROCEED 0.2 MI  (0.3
 DH7451'KM) TO THE STATION ON THE RIGHT.
 DH7451'
 DH7451'STATION IS 26.5 FT (8.1 M) NORTHEAST OF CENTERLINE MARL PIT ROAD, 18.5
 DH7451'FT (5.6 M) SOUTHWEST  OF WIRE MESH FENCE, 44 FT (13.4 M) NORTH OF
 DH7451'UTILITY POLE (DP L 44105 33708), 21.5 FT (6.6 M) EAST  OF WATER VALVE.
 DH7451'A 3 INCH BRASS DISK STAMPED NCC-02 2005 SET IN THE TOP OF A 1 FT (0.3
 DH7451'M)  CONCRETE MONUMENT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DH7453 ***********************************************************************
 DH7453  DESIGNATION -  NCC03
 DH7453  PID         -  DH7453
 DH7453  STATE/COUNTY-  DE/NEW CASTLE
 DH7453  COUNTRY     -  US
 DH7453  USGS QUAD   -  SAINT GEORGES (2016)
 DH7453
 DH7453                         *CURRENT SURVEY CONTROL
 DH7453  ______________________________________________________________________
 DH7453* NAD 83(2011) POSITION- 39 30 04.34581(N) 075 41 12.21011(W)   ADJUSTED
 DH7453* NAD 83(2011) ELLIP HT-   -15.072 (meters)        (06/27/12)   ADJUSTED
 DH7453* NAD 83(2011) EPOCH   -  2010.00
 DH7453* NAVD 88 ORTHO HEIGHT -    18.4   (meters)       60.    (feet) GPS OBS
 DH7453  ______________________________________________________________________
 DH7453  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH7453  GEOID HEIGHT    -        -33.416 (meters)                     GEOID03
 DH7453  GEOID HEIGHT    -        -33.444 (meters)                     GEOID18
 DH7453  NAD 83(2011) X  -  1,218,344.453 (meters)                     COMP
 DH7453  NAD 83(2011) Y  - -4,775,133.006 (meters)                     COMP
 DH7453  NAD 83(2011) Z  -  4,035,397.349 (meters)                     COMP
 DH7453  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 DH7453
 DH7453  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7453  Standards:
 DH7453         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7453            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7453  -------------------------------------------------------------------
 DH7453  NETWORK    0.17   0.31           0.07   0.07   0.16      0.06975166
 DH7453  -------------------------------------------------------------------
 DH7453  Click here for local accuracies and other accuracy information.
 DH7453
 DH7453.The horizontal coordinates were established by GPS observations
 DH7453.and adjusted by the National Geodetic Survey in June 2012.
 DH7453
 DH7453.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7453.been affixed to the stable North American tectonic plate. See 
 DH7453.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH7453
 DH7453.The horizontal coordinates are valid at the epoch date displayed above
 DH7453.which is a decimal equivalence of Year/Month/Day.
 DH7453
 DH7453.The orthometric height was determined by GPS observations and a
 DH7453.high-resolution geoid model.
 DH7453
 DH7453.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7453.GEOID18 height accuracy estimate available here.
 DH7453
 DH7453.Click photographs - Photos may exist for this station.
 DH7453
 DH7453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7453
 DH7453.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH7453
 DH7453.The ellipsoidal height was determined by GPS observations
 DH7453.and is referenced to NAD 83.
 DH7453
 DH7453. The following values were computed from the NAD 83(2011) position.
 DH7453
 DH7453;                    North         East     Units Scale Factor Converg.
 DH7453;SPC DE       -   166,684.108   176,771.858   MT  1.00000164   -0 10 18.4
 DH7453;SPC DE       -   546,862.78    579,959.00   sFT  1.00000164   -0 10 18.4
 DH7453;UTM  18      - 4,372,623.558   440,956.808   MT  0.99964292   -0 26 12.6
 DH7453
 DH7453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7453!SPC DE       -   1.00000236  x   1.00000164  =   1.00000400
 DH7453!UTM  18      -   1.00000236  x   0.99964292  =   0.99964528
 DH7453
 DH7453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4095672623(NAD 83)
 DH7453
 DH7453                          SUPERSEDED SURVEY CONTROL
 DH7453
 DH7453  NAD 83(2007)-  39 30 04.34606(N)    075 41 12.21089(W) AD(2002.00) 1
 DH7453  ELLIP H (04/14/09)  -15.050  (m)                       GP(2002.00) 2 1
 DH7453  NAD 83(1991)-  39 30 04.34616(N)    075 41 12.21073(W) AD(       ) 1
 DH7453  ELLIP H (12/29/05)  -15.045  (m)                       GP(       ) 2 1
 DH7453
 DH7453.Superseded values are not recommended for survey control.
 DH7453
 DH7453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7453.See file dsdata.pdf to determine how the superseded data were derived.
 DH7453
 DH7453_MARKER: DD = SURVEY DISK
 DH7453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7453_STAMPING: NCC-03 2005
 DH7453_MARK LOGO: DE-003
 DH7453_PROJECTION: FLUSH
 DH7453_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7453+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 DH7453
 DH7453  HISTORY     - Date     Condition        Report By
 DH7453  HISTORY     - 20051006 MONUMENTED       JMTMD
 DH7453  HISTORY     - 20130711 GOOD             DELCOS
 DH7453
 DH7453                          STATION DESCRIPTION
 DH7453
 DH7453'DESCRIBED BY JMT ENGINEERING 2005 (BRH)
 DH7453'STATION IS LOCATED IN NEW CASTLE COUNTY DELAWARE NEAR BOYDS CORNER,
 DH7453'DELAWARE. IT IS  ABOUT 4 MI (6.4 KM) NORTHEAST OF MIDDLETOWN, DE ABOUT
 DH7453'7 MI (11.2 KM) SOUTHWEST OF  DELAWARE CITY, DE AND ABOUT 2.5 MI (4.0
 DH7453'KM) SOUTH OF THE CHESAPEAKE AND DELAWARE CANAL  AND ON THE GROUNDS OF
 DH7453'CEDAR LANE ELEMENTARY SCHOOL.
 DH7453'
 DH7453'TO REACH THE STATION FROM THE INTERSECTION OF SR 896 AND US 301 GO
 DH7453'EAST ON SR 896 (BOYDS  CORNER RD.) 1.6 MI (2.6 KM) TO THE TRAFFIC
 DH7453'LIGHT AT THE INTERSECTION WITH CEDAR LANE. TURN  LEFT ON CEDAR LANE.
 DH7453'PROCEED SOUTH ON CEDAR LANE TO SCHOOL ENTRANCE ON THE RIGHT.  TURN
 DH7453'RIGHT INTO CEDAR LANE ELEMENTARY SCHOOL (APPOQUINIMINK SCHOOL
 DH7453'DISTRICT). TURN  RIGHT AT STOP SIGN. PROCEED 200 FT (61 M) TO THE
 DH7453'STATION ON THE LEFT IN THE GRASS AREA  BETWEEN DRIVE LANE AND BUS
 DH7453'PICK-UP.
 DH7453'
 DH7453'STATION IS 53 FT (16 M) NORTH OF TREE (IN MEMORY OF BRANDON GAUL),
 DH7453'40.25 FT (12.3 M)  NORTHWEST OF NORTHWEST EDGE OF PAVE DRIVE LANE,
 DH7453'29.5 FT (9 M) SOUTHEAST OF SOUTHEAST  EDGE OF PAVED BUS PICK-UP AREA.
 DH7453'A 3 INCH BRASS DISK STAMPED NCC-03 2005 SET IN THE TOP OF A  1 FT (.3
 DH7453'M) CONCRETE MONUMENT. CHECK IN WITH SCHOOL OFFICE TO NOTIFY THEM OF
 DH7453'PRESENCE.  (CEDAR LANE ELEMENTARY SCHOOL 1259 CEDAR LANE ROAD,
 DH7453'MIDDLETOWN, DE 302-378-5044).
 DH7453
 DH7453                          STATION RECOVERY (2013)
 DH7453
 DH7453'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DH7453'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DH7454 ***********************************************************************
 DH7454  DESIGNATION -  NCC04
 DH7454  PID         -  DH7454
 DH7454  STATE/COUNTY-  DE/NEW CASTLE
 DH7454  COUNTRY     -  US
 DH7454  USGS QUAD   -  SAINT GEORGES (2016)
 DH7454
 DH7454                         *CURRENT SURVEY CONTROL
 DH7454  ______________________________________________________________________
 DH7454* NAD 83(2011) POSITION- 39 30 13.29071(N) 075 41 05.89530(W)   ADJUSTED
 DH7454* NAD 83(2011) ELLIP HT-   -14.135 (meters)        (06/27/12)   ADJUSTED
 DH7454* NAD 83(2011) EPOCH   -  2010.00
 DH7454* NAVD 88 ORTHO HEIGHT -    19.3   (meters)       63.    (feet) GPS OBS
 DH7454  ______________________________________________________________________
 DH7454  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH7454  GEOID HEIGHT    -        -33.411 (meters)                     GEOID03
 DH7454  GEOID HEIGHT    -        -33.439 (meters)                     GEOID18
 DH7454  NAD 83(2011) X  -  1,218,447.434 (meters)                     COMP
 DH7454  NAD 83(2011) Y  - -4,774,926.373 (meters)                     COMP
 DH7454  NAD 83(2011) Z  -  4,035,610.800 (meters)                     COMP
 DH7454  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC18
 DH7454
 DH7454  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7454  Standards:
 DH7454         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7454            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7454  -------------------------------------------------------------------
 DH7454  NETWORK    0.18   0.33           0.08   0.07   0.17      0.05679255
 DH7454  -------------------------------------------------------------------
 DH7454  Click here for local accuracies and other accuracy information.
 DH7454
 DH7454.The horizontal coordinates were established by GPS observations
 DH7454.and adjusted by the National Geodetic Survey in June 2012.
 DH7454
 DH7454.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7454.been affixed to the stable North American tectonic plate. See 
 DH7454.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH7454
 DH7454.The horizontal coordinates are valid at the epoch date displayed above
 DH7454.which is a decimal equivalence of Year/Month/Day.
 DH7454
 DH7454.The orthometric height was determined by GPS observations and a
 DH7454.high-resolution geoid model.
 DH7454
 DH7454.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7454.GEOID18 height accuracy estimate available here.
 DH7454
 DH7454.Click photographs - Photos may exist for this station.
 DH7454
 DH7454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7454
 DH7454.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH7454
 DH7454.The ellipsoidal height was determined by GPS observations
 DH7454.and is referenced to NAD 83.
 DH7454
 DH7454. The following values were computed from the NAD 83(2011) position.
 DH7454
 DH7454;                    North         East     Units Scale Factor Converg.
 DH7454;SPC DE       -   166,959.520   176,923.554   MT  1.00000155   -0 10 14.4
 DH7454;SPC DE       -   547,766.36    580,456.69   sFT  1.00000155   -0 10 14.4
 DH7454;UTM  18      - 4,372,898.167   441,109.721   MT  0.99964270   -0 26 08.7
 DH7454
 DH7454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7454!SPC DE       -   1.00000222  x   1.00000155  =   1.00000377
 DH7454!UTM  18      -   1.00000222  x   0.99964270  =   0.99964492
 DH7454
 DH7454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4110972898(NAD 83)
 DH7454
 DH7454                          SUPERSEDED SURVEY CONTROL
 DH7454
 DH7454  NAD 83(2007)-  39 30 13.29097(N)    075 41 05.89607(W) AD(2002.00) 1
 DH7454  ELLIP H (04/14/09)  -14.112  (m)                       GP(2002.00) 2 1
 DH7454  NAD 83(1991)-  39 30 13.29105(N)    075 41 05.89590(W) AD(       ) 1
 DH7454  ELLIP H (12/29/05)  -14.108  (m)                       GP(       ) 2 1
 DH7454
 DH7454.Superseded values are not recommended for survey control.
 DH7454
 DH7454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7454.See file dsdata.pdf to determine how the superseded data were derived.
 DH7454
 DH7454_MARKER: DD = SURVEY DISK
 DH7454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7454_STAMPING: NCC-04 2005
 DH7454_MARK LOGO: DE-003
 DH7454_PROJECTION: FLUSH
 DH7454_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7454+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 DH7454
 DH7454  HISTORY     - Date     Condition        Report By
 DH7454  HISTORY     - 20051006 MONUMENTED       JMTMD
 DH7454  HISTORY     - 20130711 GOOD             DELCOS
 DH7454
 DH7454                          STATION DESCRIPTION
 DH7454
 DH7454'DESCRIBED BY JMT ENGINEERING 2005 (BRH)
 DH7454'STATION IS LOCATED IN NEW CASTLE COUNTY DELAWARE NEAR BOYDS CORNER,
 DH7454'DELAWARE. IT IS  ABOUT 4 MI (6.4 KM) NORTHEAST OF MIDDLETOWN, DE ABOUT
 DH7454'7 MI (11.2 KM) SOUTHWEST OF  DELAWARE CITY, DE AND ABOUT 2.5 MI (4.0
 DH7454'KM) SOUTH OF THE CHESAPEAKE AND DELAWARE CANAL  AND ON THE GROUNDS OF
 DH7454'CEDAR LANE ELEMENTARY SCHOOL.
 DH7454'
 DH7454'TO REACH THE STATION FROM THE INTERSECTION OF SR 896 AND US 301 GO
 DH7454'EAST ON SR 896 (BOYDS  CORNER RD.) 1.6 MI (2.6 KM) TO THE TRAFFIC
 DH7454'LIGHT AT THE INTERSECTION WITH CEDAR LANE AND  THE STATION ON THE
 DH7454'RIGHT.
 DH7454'
 DH7454'STATION IS LOCATED 51 FT (15.5 M) NORTHWEST OF NORTHWEST EDGE OF PAVE
 DH7454'CEDAR LANE, 21 FT  (6.4 M) NORTHWEST OF 4 INCH MAPLE TREE, 76 FT (23.2
 DH7454'M) WEST OF POWER POLE (DP L 44712-34603),  54 FT (16.5 M) SOUTHWEST OF
 DH7454'SIGNAL POLE AT THE INTERSECTION OF SR 896 (BOYDS CORNER ROAD)  AND
 DH7454'CEDAR LANE. A 3 INCH BRASS DISK STAMPED NCC-03 2005 SET IN THE TOP OF
 DH7454'A 1 FT (0.3 M)  CONCRETE MONUMENT FLUSH WITH THE GROUND.
 DH7454
 DH7454                          STATION RECOVERY (2013)
 DH7454
 DH7454'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DH7454'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DH7455 ***********************************************************************
 DH7455  DESIGNATION -  NCC05
 DH7455  PID         -  DH7455
 DH7455  STATE/COUNTY-  DE/NEW CASTLE
 DH7455  COUNTRY     -  US
 DH7455  USGS QUAD   -  SAINT GEORGES (2016)
 DH7455
 DH7455                         *CURRENT SURVEY CONTROL
 DH7455  ______________________________________________________________________
 DH7455* NAD 83(2011) POSITION- 39 30 41.25767(N) 075 42 01.68838(W)   ADJUSTED
 DH7455* NAD 83(2011) ELLIP HT-   -12.186 (meters)        (06/27/12)   ADJUSTED
 DH7455* NAD 83(2011) EPOCH   -  2010.00
 DH7455* NAVD 88 ORTHO HEIGHT -    21.2   (meters)       70.    (feet) GPS OBS
 DH7455  ______________________________________________________________________
 DH7455  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH7455  GEOID HEIGHT    -        -33.376 (meters)                     GEOID03
 DH7455  GEOID HEIGHT    -        -33.403 (meters)                     GEOID18
 DH7455  NAD 83(2011) X  -  1,217,020.653 (meters)                     COMP
 DH7455  NAD 83(2011) Y  - -4,774,725.526 (meters)                     COMP
 DH7455  NAD 83(2011) Z  -  4,036,277.500 (meters)                     COMP
 DH7455  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 DH7455
 DH7455  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7455  Standards:
 DH7455         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7455            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7455  -------------------------------------------------------------------
 DH7455  NETWORK    0.18   0.33           0.08   0.07   0.17      0.08495833
 DH7455  -------------------------------------------------------------------
 DH7455  Click here for local accuracies and other accuracy information.
 DH7455
 DH7455.The horizontal coordinates were established by GPS observations
 DH7455.and adjusted by the National Geodetic Survey in June 2012.
 DH7455
 DH7455.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7455.been affixed to the stable North American tectonic plate. See 
 DH7455.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH7455
 DH7455.The horizontal coordinates are valid at the epoch date displayed above
 DH7455.which is a decimal equivalence of Year/Month/Day.
 DH7455
 DH7455.The orthometric height was determined by GPS observations and a
 DH7455.high-resolution geoid model.
 DH7455
 DH7455.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7455.GEOID18 height accuracy estimate available here.
 DH7455
 DH7455.Click photographs - Photos may exist for this station.
 DH7455
 DH7455.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7455
 DH7455.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH7455
 DH7455.The ellipsoidal height was determined by GPS observations
 DH7455.and is referenced to NAD 83.
 DH7455
 DH7455. The following values were computed from the NAD 83(2011) position.
 DH7455
 DH7455;                    North         East     Units Scale Factor Converg.
 DH7455;SPC DE       -   167,826.114   175,593.304   MT  1.00000233   -0 10 50.0
 DH7455;SPC DE       -   550,609.51    576,092.36   sFT  1.00000233   -0 10 50.0
 DH7455;UTM  18      - 4,373,770.593   439,783.969   MT  0.99964464   -0 26 44.4
 DH7455
 DH7455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7455!SPC DE       -   1.00000191  x   1.00000233  =   1.00000424
 DH7455!UTM  18      -   1.00000191  x   0.99964464  =   0.99964655
 DH7455
 DH7455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3978373770(NAD 83)
 DH7455
 DH7455                          SUPERSEDED SURVEY CONTROL
 DH7455
 DH7455  NAD 83(2007)-  39 30 41.25792(N)    075 42 01.68916(W) AD(2002.00) 1
 DH7455  ELLIP H (04/14/09)  -12.164  (m)                       GP(2002.00) 2 1
 DH7455  NAD 83(1991)-  39 30 41.25802(N)    075 42 01.68900(W) AD(       ) 1
 DH7455  ELLIP H (12/29/05)  -12.159  (m)                       GP(       ) 2 1
 DH7455
 DH7455.Superseded values are not recommended for survey control.
 DH7455
 DH7455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7455.See file dsdata.pdf to determine how the superseded data were derived.
 DH7455
 DH7455_MARKER: DD = SURVEY DISK
 DH7455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7455_STAMPING: NCC-05 2005
 DH7455_MARK LOGO: DE-003
 DH7455_PROJECTION: FLUSH
 DH7455_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7455+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 DH7455
 DH7455  HISTORY     - Date     Condition        Report By
 DH7455  HISTORY     - 20051006 MONUMENTED       JMTMD
 DH7455  HISTORY     - 20130711 GOOD             DELCOS
 DH7455
 DH7455                          STATION DESCRIPTION
 DH7455
 DH7455'DESCRIBED BY JMT ENGINEERING 2005 (BRH)
 DH7455'STATION IS LOCATED IN NEW CASTLE COUNTY DELAWARE NEAR BOYDS CORNER,
 DH7455'DELAWARE. IT IS  ABOUT 4.4 MI (7.0 KM) NORTH OF MIDDLETOWN, DE ABOUT
 DH7455'7.2 MI (11.6 KM) SOUTHWEST OF  DELAWARE CITY, DE AND ABOUT 2 MI (3.2
 DH7455'KM) SOUTH OF THE CHESAPEAKE AND DELAWARE CANAL.
 DH7455'
 DH7455'TO REACH THE STATION FROM THE INTERSECTION OF SR 896 AND US 301 GO
 DH7455'EAST ON SR 896 (BOYDS  CORNER RD.) 0.6 MI (1.0 KM) TO RATLEDGE ROAD
 DH7455'AND THE STATION ON THE LEFT.
 DH7455'
 DH7455'STATION IS 59 FT (18 M) NORTH OF CENTERLINE SR 896 (BOYDS CORNER
 DH7455'ROAD), 20 FT (6.1 M) WEST OF  CENTERLINE RATLEDGE ROAD, 39.2 FT (12 M)
 DH7455'EAST OF UTILITY POLE (DP L 44269 34891), 37.3 FT (11.4 M)  SOUTH OF
 DH7455'UTILITY POLE (DP L 44273 34896). A 3 INCH BRASS DISK STAMPED NCC-05
 DH7455'2005 SET IN THE  TOP OF A 1 FT (0.3 M) CONCRETE MONUMENT FLUSH WITH
 DH7455'THE GROUND.
 DH7455
 DH7455                          STATION RECOVERY (2013)
 DH7455
 DH7455'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DH7455'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DH7456 ***********************************************************************
 DH7456  DESIGNATION -  NCC06
 DH7456  PID         -  DH7456
 DH7456  STATE/COUNTY-  DE/NEW CASTLE
 DH7456  COUNTRY     -  US
 DH7456  USGS QUAD   -  SAINT GEORGES (2016)
 DH7456
 DH7456                         *CURRENT SURVEY CONTROL
 DH7456  ______________________________________________________________________
 DH7456* NAD 83(2011) POSITION- 39 30 53.29567(N) 075 41 57.09813(W)   ADJUSTED
 DH7456* NAD 83(2011) ELLIP HT-   -10.590 (meters)        (06/27/12)   ADJUSTED
 DH7456* NAD 83(2011) EPOCH   -  2010.00
 DH7456* NAVD 88 ORTHO HEIGHT -    22.8   (meters)       75.    (feet) GPS OBS
 DH7456  ______________________________________________________________________
 DH7456  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH7456  GEOID HEIGHT    -        -33.367 (meters)                     GEOID03
 DH7456  GEOID HEIGHT    -        -33.393 (meters)                     GEOID18
 DH7456  NAD 83(2011) X  -  1,217,068.866 (meters)                     COMP
 DH7456  NAD 83(2011) Y  - -4,774,470.741 (meters)                     COMP
 DH7456  NAD 83(2011) Z  -  4,036,564.932 (meters)                     COMP
 DH7456  LAPLACE CORR    -         -1.50  (seconds)                    DEFLEC18
 DH7456
 DH7456  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7456  Standards:
 DH7456         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7456            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7456  -------------------------------------------------------------------
 DH7456  NETWORK    0.18   0.33           0.08   0.07   0.17      0.05893471
 DH7456  -------------------------------------------------------------------
 DH7456  Click here for local accuracies and other accuracy information.
 DH7456
 DH7456.The horizontal coordinates were established by GPS observations
 DH7456.and adjusted by the National Geodetic Survey in June 2012.
 DH7456
 DH7456.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7456.been affixed to the stable North American tectonic plate. See 
 DH7456.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH7456
 DH7456.The horizontal coordinates are valid at the epoch date displayed above
 DH7456.which is a decimal equivalence of Year/Month/Day.
 DH7456
 DH7456.The orthometric height was determined by GPS observations and a
 DH7456.high-resolution geoid model.
 DH7456
 DH7456.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7456.GEOID18 height accuracy estimate available here.
 DH7456
 DH7456.Click photographs - Photos may exist for this station.
 DH7456
 DH7456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7456
 DH7456.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH7456
 DH7456.The ellipsoidal height was determined by GPS observations
 DH7456.and is referenced to NAD 83.
 DH7456
 DH7456. The following values were computed from the NAD 83(2011) position.
 DH7456
 DH7456;                    North         East     Units Scale Factor Converg.
 DH7456;SPC DE       -   168,197.024   175,704.123   MT  1.00000226   -0 10 47.2
 DH7456;SPC DE       -   551,826.40    576,455.94   sFT  1.00000226   -0 10 47.2
 DH7456;UTM  18      - 4,374,140.854   439,896.464   MT  0.99964448   -0 26 41.6
 DH7456
 DH7456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7456!SPC DE       -   1.00000166  x   1.00000226  =   1.00000392
 DH7456!UTM  18      -   1.00000166  x   0.99964448  =   0.99964614
 DH7456
 DH7456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3989674140(NAD 83)
 DH7456
 DH7456                          SUPERSEDED SURVEY CONTROL
 DH7456
 DH7456  NAD 83(2007)-  39 30 53.29592(N)    075 41 57.09890(W) AD(2002.00) 1
 DH7456  ELLIP H (04/14/09)  -10.568  (m)                       GP(2002.00) 2 1
 DH7456  NAD 83(1991)-  39 30 53.29600(N)    075 41 57.09873(W) AD(       ) 1
 DH7456  ELLIP H (12/29/05)  -10.563  (m)                       GP(       ) 2 1
 DH7456
 DH7456.Superseded values are not recommended for survey control.
 DH7456
 DH7456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7456.See file dsdata.pdf to determine how the superseded data were derived.
 DH7456
 DH7456_MARKER: DD = SURVEY DISK
 DH7456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7456_STAMPING: NCC-06 2005
 DH7456_MARK LOGO: DE-003
 DH7456_PROJECTION: FLUSH
 DH7456_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7456+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 DH7456
 DH7456  HISTORY     - Date     Condition        Report By
 DH7456  HISTORY     - 20051006 MONUMENTED       JMTMD
 DH7456  HISTORY     - 20130711 GOOD             DELCOS
 DH7456
 DH7456                          STATION DESCRIPTION
 DH7456
 DH7456'DESCRIBED BY JMT ENGINEERING 2005 (BRH)
 DH7456'STATION IS LOCATED IN NEW CASTLE COUNTY DELAWARE NEAR BOYDS CORNER,
 DH7456'DELAWARE. IT IS  ABOUT 4.6 MI (7.4 KM) NORTH OF MIDDLETOWN, DE ABOUT
 DH7456'6.9 MI (11.1 KM) SOUTHWEST OF  DELAWARE CITY, DE AND ABOUT 1 MI (2.9
 DH7456'KM) SOUTH OF THE CHESAPEAKE AND DELAWARE CANAL.
 DH7456'
 DH7456'TO REACH THE STATION FROM THE INTERSECTION OF SR 896 AND US 301 GO
 DH7456'EAST ON SR 896 (BOYDS  CORNER RD.) 0.6 MI (1.0 KM) TO RATLEDGE ROAD,
 DH7456'TURN LEFT ON RATLEDGE ROAD, PROCEED NORTH  ABOUT 400 YDS (365 M) TO
 DH7456'THE STAION ON THE RIGHT.
 DH7456'
 DH7456'STATION IS 19.5 FT (5.9 M) EAST OF CENTERLINE RATLEDGE ROAD, 15.25 FT
 DH7456'(4.6 M) SOUTH OF UTILITY  POLE (DP L 44311 35007), 45.3 FT (13.8 M)
 DH7456'NORTHEAST OF UTIILITY POLE (DP L 44305 35007).  A 3 INCH  BRASS DISK
 DH7456'STAMPED NCC-06 2005 SET IN THE TOP OF A 1 FT (0.3 M) CONCRETE MONUMENT
 DH7456'FLUSH  WITH THE GROUND.
 DH7456
 DH7456                          STATION RECOVERY (2013)
 DH7456
 DH7456'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DH7456'THE BENCHMARK IS LOCATED IN A CULTIVATED FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DH7457 ***********************************************************************
 DH7457  DESIGNATION -  NCC07
 DH7457  PID         -  DH7457
 DH7457  STATE/COUNTY-  DE/NEW CASTLE
 DH7457  COUNTRY     -  US
 DH7457  USGS QUAD   -  SAINT GEORGES (2016)
 DH7457
 DH7457                         *CURRENT SURVEY CONTROL
 DH7457  ______________________________________________________________________
 DH7457* NAD 83(2011) POSITION- 39 31 34.97813(N) 075 40 24.20449(W)   ADJUSTED
 DH7457* NAD 83(2011) ELLIP HT-   -12.717 (meters)        (06/27/12)   ADJUSTED
 DH7457* NAD 83(2011) EPOCH   -  2010.00
 DH7457* NAVD 88 ORTHO HEIGHT -    20.7   (meters)       68.    (feet) GPS OBS
 DH7457  ______________________________________________________________________
 DH7457  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH7457  GEOID HEIGHT    -        -33.355 (meters)                     GEOID03
 DH7457  GEOID HEIGHT    -        -33.382 (meters)                     GEOID18
 DH7457  NAD 83(2011) X  -  1,219,016.150 (meters)                     COMP
 DH7457  NAD 83(2011) Y  - -4,773,127.951 (meters)                     COMP
 DH7457  NAD 83(2011) Z  -  4,037,555.208 (meters)                     COMP
 DH7457  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 DH7457
 DH7457  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7457  Standards:
 DH7457         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7457            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7457  -------------------------------------------------------------------
 DH7457  NETWORK    0.18   0.31           0.08   0.07   0.16      0.08268060
 DH7457  -------------------------------------------------------------------
 DH7457  Click here for local accuracies and other accuracy information.
 DH7457
 DH7457.The horizontal coordinates were established by GPS observations
 DH7457.and adjusted by the National Geodetic Survey in June 2012.
 DH7457
 DH7457.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7457.been affixed to the stable North American tectonic plate. See 
 DH7457.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH7457
 DH7457.The horizontal coordinates are valid at the epoch date displayed above
 DH7457.which is a decimal equivalence of Year/Month/Day.
 DH7457
 DH7457.The orthometric height was determined by GPS observations and a
 DH7457.high-resolution geoid model.
 DH7457
 DH7457.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7457.GEOID18 height accuracy estimate available here.
 DH7457
 DH7457.Click photographs - Photos may exist for this station.
 DH7457
 DH7457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7457
 DH7457.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH7457
 DH7457.The ellipsoidal height was determined by GPS observations
 DH7457.and is referenced to NAD 83.
 DH7457
 DH7457. The following values were computed from the NAD 83(2011) position.
 DH7457
 DH7457;                    North         East     Units Scale Factor Converg.
 DH7457;SPC DE       -   169,475.879   177,926.783   MT  1.00000100   -0 09 48.2
 DH7457;SPC DE       -   556,022.11    583,748.12   sFT  1.00000100   -0 09 48.2
 DH7457;UTM  18      - 4,375,408.954   442,124.219   MT  0.99964124   -0 25 42.9
 DH7457
 DH7457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7457!SPC DE       -   1.00000200  x   1.00000100  =   1.00000300
 DH7457!UTM  18      -   1.00000200  x   0.99964124  =   0.99964323
 DH7457
 DH7457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4212475408(NAD 83)
 DH7457
 DH7457                          SUPERSEDED SURVEY CONTROL
 DH7457
 DH7457  NAD 83(2007)-  39 31 34.97839(N)    075 40 24.20527(W) AD(2002.00) 1
 DH7457  ELLIP H (04/14/09)  -12.695  (m)                       GP(2002.00) 2 1
 DH7457  NAD 83(1991)-  39 31 34.97849(N)    075 40 24.20512(W) AD(       ) 1
 DH7457  ELLIP H (12/29/05)  -12.690  (m)                       GP(       ) 2 1
 DH7457
 DH7457.Superseded values are not recommended for survey control.
 DH7457
 DH7457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7457.See file dsdata.pdf to determine how the superseded data were derived.
 DH7457
 DH7457_MARKER: DD = SURVEY DISK
 DH7457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7457_STAMPING: NCC-07 2005
 DH7457_MARK LOGO: DE-003
 DH7457_PROJECTION: FLUSH
 DH7457_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7457+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 DH7457
 DH7457  HISTORY     - Date     Condition        Report By
 DH7457  HISTORY     - 20051006 MONUMENTED       JMTMD
 DH7457  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 DH7457
 DH7457                          STATION DESCRIPTION
 DH7457
 DH7457'DESCRIBED BY JMT ENGINEERING 2005 (BRH)
 DH7457'STATION IS LOCATED IN NEW CASTLE COUNTY DELAWARE NEAR BOYDS CORNER,
 DH7457'DELAWARE. IT IS  ABOUT 5.8 MI (9.3 KM) NORTHEAST OF MIDDLETOWN, DE
 DH7457'ABOUT 5.3 MI (8.5 KM) SOUTHWEST OF  DELAWARE CITY, DE AND ABOUT 1 MI
 DH7457'(1.6 KM) SOUTH OF THE CHESAPEAKE AND DELAWARE CANAL.
 DH7457'
 DH7457'TO REACH THE STATION FROM THE INTERSECTION OF SR 896 AND US 301 GO
 DH7457'EAST ON SR 896 (BOYDS  CORNER RD.) 1.7 MI (2.7 KM) TO JAMISON CORNER
 DH7457'ROAD. TURN LEFT ON JAMISON CORNER ROAD.  PROCEED ABOUT 2 MI (3.2 KM)
 DH7457'TO AIRMONT DRIVE AND THE STATION ON THE LEFT.
 DH7457'
 DH7457'STATION IS 3 FT (1 M) NORTH OF NORTH EDGE PAVE OF JAMISON CORNER
 DH7457'ROAD/HYETTS CORNER  ROAD, 51 FT (15.5 M) EAST OF STOP SIGN AT AIRMONT
 DH7457'DRIVE,  72 FT (21.9 M) WEST OF ELECTRIC POLE.  A 3 INCH BRASS DISK
 DH7457'STAMPED NCC-07 2005 SET IN THE TOP OF A 1 FT (0.3 M) CONCRETE MONUMENT
 DH7457'FLUSH WITH THE GROUND.
 DH7457
 DH7457                          STATION RECOVERY (2013)
 DH7457
 DH7457'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DH7457'POSSIBLY DESTROYED UNDER EXPANSION OF ROAD/SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DH7458 ***********************************************************************
 DH7458  DESIGNATION -  NCC08
 DH7458  PID         -  DH7458
 DH7458  STATE/COUNTY-  DE/NEW CASTLE
 DH7458  COUNTRY     -  US
 DH7458  USGS QUAD   -  SAINT GEORGES (2016)
 DH7458
 DH7458                         *CURRENT SURVEY CONTROL
 DH7458  ______________________________________________________________________
 DH7458* NAD 83(2011) POSITION- 39 31 43.60677(N) 075 40 25.03812(W)   ADJUSTED
 DH7458* NAD 83(2011) ELLIP HT-   -12.046 (meters)        (06/27/12)   ADJUSTED
 DH7458* NAD 83(2011) EPOCH   -  2010.00
 DH7458* NAVD 88 ORTHO HEIGHT -    21.3   (meters)       70.    (feet) GPS OBS
 DH7458  ______________________________________________________________________
 DH7458  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH7458  GEOID HEIGHT    -        -33.348 (meters)                     GEOID03
 DH7458  GEOID HEIGHT    -        -33.374 (meters)                     GEOID18
 DH7458  NAD 83(2011) X  -  1,218,955.079 (meters)                     COMP
 DH7458  NAD 83(2011) Y  - -4,772,969.280 (meters)                     COMP
 DH7458  NAD 83(2011) Z  -  4,037,760.891 (meters)                     COMP
 DH7458  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 DH7458
 DH7458  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7458  Standards:
 DH7458         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7458            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7458  -------------------------------------------------------------------
 DH7458  NETWORK    0.17   0.31           0.07   0.07   0.16      0.06151329
 DH7458  -------------------------------------------------------------------
 DH7458  Click here for local accuracies and other accuracy information.
 DH7458
 DH7458.The horizontal coordinates were established by GPS observations
 DH7458.and adjusted by the National Geodetic Survey in June 2012.
 DH7458
 DH7458.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7458.been affixed to the stable North American tectonic plate. See 
 DH7458.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH7458
 DH7458.The horizontal coordinates are valid at the epoch date displayed above
 DH7458.which is a decimal equivalence of Year/Month/Day.
 DH7458
 DH7458.The orthometric height was determined by GPS observations and a
 DH7458.high-resolution geoid model.
 DH7458
 DH7458.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7458.GEOID18 height accuracy estimate available here.
 DH7458
 DH7458.Click photographs - Photos may exist for this station.
 DH7458
 DH7458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7458
 DH7458.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH7458
 DH7458.The ellipsoidal height was determined by GPS observations
 DH7458.and is referenced to NAD 83.
 DH7458
 DH7458. The following values were computed from the NAD 83(2011) position.
 DH7458
 DH7458;                    North         East     Units Scale Factor Converg.
 DH7458;SPC DE       -   169,742.046   177,907.633   MT  1.00000101   -0 09 48.8
 DH7458;SPC DE       -   556,895.36    583,685.29   sFT  1.00000101   -0 09 48.8
 DH7458;UTM  18      - 4,375,675.112   442,106.307   MT  0.99964126   -0 25 43.5
 DH7458
 DH7458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7458!SPC DE       -   1.00000189  x   1.00000101  =   1.00000290
 DH7458!UTM  18      -   1.00000189  x   0.99964126  =   0.99964315
 DH7458
 DH7458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4210675675(NAD 83)
 DH7458
 DH7458                          SUPERSEDED SURVEY CONTROL
 DH7458
 DH7458  NAD 83(2007)-  39 31 43.60703(N)    075 40 25.03890(W) AD(2002.00) 1
 DH7458  ELLIP H (04/14/09)  -12.024  (m)                       GP(2002.00) 2 1
 DH7458  NAD 83(1991)-  39 31 43.60711(N)    075 40 25.03874(W) AD(       ) 1
 DH7458  ELLIP H (12/29/05)  -12.019  (m)                       GP(       ) 2 1
 DH7458
 DH7458.Superseded values are not recommended for survey control.
 DH7458
 DH7458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7458.See file dsdata.pdf to determine how the superseded data were derived.
 DH7458
 DH7458_MARKER: DD = SURVEY DISK
 DH7458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7458_STAMPING: NCC-08 2005
 DH7458_MARK LOGO: DE-003
 DH7458_PROJECTION: FLUSH
 DH7458_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7458+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 DH7458
 DH7458  HISTORY     - Date     Condition        Report By
 DH7458  HISTORY     - 20051006 MONUMENTED       JMTMD
 DH7458  HISTORY     - 20130711 GOOD             DELCOS
 DH7458
 DH7458                          STATION DESCRIPTION
 DH7458
 DH7458'DESCRIBED BY JMT ENGINEERING 2005 (BRH)
 DH7458'STATION IS LOCATED IN NEW CASTLE COUNTY DELAWARE NEAR BOYDS CORNER,
 DH7458'DELAWARE. IT IS  ABOUT 5.8 MI (9.3 KM) NORTHEAST OF MIDDLETOWN, DE
 DH7458'ABOUT 5.3 MI (8.5 KM) SOUTHWEST OF  DELAWARE CITY, DE AND ABOUT 1 MI
 DH7458'(1.6 KM) SOUTH OF THE CHESAPEAKE AND DELAWARE CANAL.
 DH7458'
 DH7458'TO REACH THE STATION FROM THE INTERSECTION OF SR 896 AND US 301 GO
 DH7458'EAST ON SR 896 (BOYDS  CORNER RD.) 1.7 MI (2.7 KM) TO JAMISON CORNER
 DH7458'ROAD. TURN LEFT ON JAMISON CORNER ROAD.  PROCEED ABOUT 2 MI (3.2 KM)
 DH7458'TO AIRMONT DRIVE, TURN LEFT ON AIRMONT DRIVE. PROCEED  APPROXIMATELY
 DH7458'870 FT (265 M) TO THE INTERSECTION WITH CENTER LANE AND THE STATION ON
 DH7458'THE  RIGHT IN THE SOUTHEAST QUADRANT OF THE INTERSECTION.
 DH7458'
 DH7458'STATION IS 4.5 FT (1.4 M) SOUTHEAST OF SOUTHEAST EDGE PAVE OF AIRMONT
 DH7458'DRIVE AND CENTER  LANE, 45 FT (13.7 M) SOUTH OF STOP SIGN ON CENTER
 DH7458'LANE AT AIRMONT DRIVE,  42 FT (12.8 M) EAST  OF WEST EDGE PAVE AIRMONT
 DH7458'DRIVE. STATION IS AT ADDRESS 115 AIRMONT DRIVE. A 3 INCH BRASS  DISK
 DH7458'STAMPED NCC-08 2005 SET IN THE TOP OF A 1 FT (0.3 M) CONCRETE MONUMENT
 DH7458'FLUSH WITH THE  GROUND.
 DH7458
 DH7458                          STATION RECOVERY (2013)
 DH7458
 DH7458'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DH7458'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DH7459 ***********************************************************************
 DH7459  DESIGNATION -  NCC09
 DH7459  PID         -  DH7459
 DH7459  STATE/COUNTY-  DE/NEW CASTLE
 DH7459  COUNTRY     -  US
 DH7459  USGS QUAD   -  SAINT GEORGES (2016)
 DH7459
 DH7459                         *CURRENT SURVEY CONTROL
 DH7459  ______________________________________________________________________
 DH7459* NAD 83(2011) POSITION- 39 32 30.81745(N) 075 39 11.31714(W)   ADJUSTED
 DH7459* NAD 83(2011) ELLIP HT-   -19.267 (meters)        (06/27/12)   ADJUSTED
 DH7459* NAD 83(2011) EPOCH   -  2010.00
 DH7459* NAVD 88 ORTHO HEIGHT -    14.1   (meters)       46.    (feet) GPS OBS
 DH7459  ______________________________________________________________________
 DH7459  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH7459  GEOID HEIGHT    -        -33.327 (meters)                     GEOID03
 DH7459  GEOID HEIGHT    -        -33.356 (meters)                     GEOID18
 DH7459  NAD 83(2011) X  -  1,220,429.867 (meters)                     COMP
 DH7459  NAD 83(2011) Y  - -4,771,629.998 (meters)                     COMP
 DH7459  NAD 83(2011) Z  -  4,038,879.206 (meters)                     COMP
 DH7459  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 DH7459
 DH7459  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7459  Standards:
 DH7459         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7459            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7459  -------------------------------------------------------------------
 DH7459  NETWORK    0.18   0.31           0.08   0.07   0.16      0.06990325
 DH7459  -------------------------------------------------------------------
 DH7459  Click here for local accuracies and other accuracy information.
 DH7459
 DH7459.The horizontal coordinates were established by GPS observations
 DH7459.and adjusted by the National Geodetic Survey in June 2012.
 DH7459
 DH7459.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7459.been affixed to the stable North American tectonic plate. See 
 DH7459.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH7459
 DH7459.The horizontal coordinates are valid at the epoch date displayed above
 DH7459.which is a decimal equivalence of Year/Month/Day.
 DH7459
 DH7459.The orthometric height was determined by GPS observations and a
 DH7459.high-resolution geoid model.
 DH7459
 DH7459.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7459.GEOID18 height accuracy estimate available here.
 DH7459
 DH7459.Click photographs - Photos may exist for this station.
 DH7459
 DH7459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7459
 DH7459.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH7459
 DH7459.The ellipsoidal height was determined by GPS observations
 DH7459.and is referenced to NAD 83.
 DH7459
 DH7459. The following values were computed from the NAD 83(2011) position.
 DH7459
 DH7459;                    North         East     Units Scale Factor Converg.
 DH7459;SPC DE       -   171,193.216   179,672.113   MT  1.00000009   -0 09 02.0
 DH7459;SPC DE       -   561,656.41    589,474.26   sFT  1.00000009   -0 09 02.0
 DH7459;UTM  18      - 4,377,117.577   443,876.848   MT  0.99963878   -0 24 57.0
 DH7459
 DH7459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7459!SPC DE       -   1.00000302  x   1.00000009  =   1.00000311
 DH7459!UTM  18      -   1.00000302  x   0.99963878  =   0.99964180
 DH7459
 DH7459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4387677117(NAD 83)
 DH7459
 DH7459                          SUPERSEDED SURVEY CONTROL
 DH7459
 DH7459  NAD 83(2007)-  39 32 30.81771(N)    075 39 11.31793(W) AD(2002.00) 1
 DH7459  ELLIP H (04/14/09)  -19.245  (m)                       GP(2002.00) 2 1
 DH7459  NAD 83(1991)-  39 32 30.81781(N)    075 39 11.31780(W) AD(       ) 1
 DH7459  ELLIP H (12/29/05)  -19.241  (m)                       GP(       ) 2 1
 DH7459
 DH7459.Superseded values are not recommended for survey control.
 DH7459
 DH7459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7459.See file dsdata.pdf to determine how the superseded data were derived.
 DH7459
 DH7459_MARKER: DD = SURVEY DISK
 DH7459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7459_STAMPING: NCC-09 2005
 DH7459_MARK LOGO: DE-003
 DH7459_PROJECTION: FLUSH
 DH7459_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7459+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 DH7459
 DH7459  HISTORY     - Date     Condition        Report By
 DH7459  HISTORY     - 20051006 MONUMENTED       JMTMD
 DH7459  HISTORY     - 20100421 GOOD             BECMOR
 DH7459  HISTORY     - 20130711 GOOD             DELCOS
 DH7459
 DH7459                          STATION DESCRIPTION
 DH7459
 DH7459'DESCRIBED BY JMT ENGINEERING 2005 (BRH)
 DH7459'STATION IS LOCATED IN NEW CASTLE COUNTY DELAWARE NEAR BOYDS CORNER,
 DH7459'DELAWARE. IT IS  ABOUT 7.2 MI (11.6 KM) NORTHEAST OF MIDDLETOWN, DE
 DH7459'ABOUT 3.8 MI (6.1 KM) SOUTHWEST OF  DELAWARE CITY, DE AND ABOUT 0.45
 DH7459'MI (0.7 KM) SOUTH OF THE CHESAPEAKE AND DELAWARE CANAL.
 DH7459'
 DH7459'TO REACH THE STATION FROM THE INTERSECTION OF US 40 AND SR 1, PROCEED
 DH7459'SOUTH ON SR 1 TO  EXIT 148 OFF-RAMP AND THE STATION ON THE LEFT
 DH7459'APPROXIMATELY 100 FT (30.5 M) SHORT OF  OFF-RAMP PT.
 DH7459'
 DH7459'STATION IS 23.6 FT (7.2 M) WEST OF EDGE CONCRETE EXIT RAMP, 38.0 FT
 DH7459'(11.6 M) NORTHWEST OF END  GUARDRAIL POST 9.0 FT (2.7 M) EAST OF TOE
 DH7459'OF SLOPE. A 3 INCH BRASS DISK STAMPED NCC-09 2005  SET IN THE TOP OF A
 DH7459'1 FT (0.3 M) CONCRETE MONUMENT FLUSH WITH THE GROUND.
 DH7459
 DH7459                          STATION RECOVERY (2010)
 DH7459
 DH7459'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 DH7459'RECOVERED IN GOOD CONDITION.
 DH7459
 DH7459                          STATION RECOVERY (2013)
 DH7459
 DH7459'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DH7459'THERE IS LIMITED ACCESS TO THE BENCHMARK BECAUSE OF ROUTE 1.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DH7460 ***********************************************************************
 DH7460  DESIGNATION -  NCC10
 DH7460  PID         -  DH7460
 DH7460  STATE/COUNTY-  DE/NEW CASTLE
 DH7460  COUNTRY     -  US
 DH7460  USGS QUAD   -  SAINT GEORGES (2016)
 DH7460
 DH7460                         *CURRENT SURVEY CONTROL
 DH7460  ______________________________________________________________________
 DH7460* NAD 83(2011) POSITION- 39 32 39.44519(N) 075 39 17.24236(W)   ADJUSTED
 DH7460* NAD 83(2011) ELLIP HT-   -23.614 (meters)        (06/27/12)   ADJUSTED
 DH7460* NAD 83(2011) EPOCH   -  2010.00
 DH7460* NAVD 88 ORTHO HEIGHT -     9.7   (meters)       32.    (feet) GPS OBS
 DH7460  ______________________________________________________________________
 DH7460  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH7460  GEOID HEIGHT    -        -33.318 (meters)                     GEOID03
 DH7460  GEOID HEIGHT    -        -33.346 (meters)                     GEOID18
 DH7460  NAD 83(2011) X  -  1,220,249.993 (meters)                     COMP
 DH7460  NAD 83(2011) Y  - -4,771,497.684 (meters)                     COMP
 DH7460  NAD 83(2011) Z  -  4,039,081.627 (meters)                     COMP
 DH7460  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC18
 DH7460
 DH7460  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7460  Standards:
 DH7460         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7460            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7460  -------------------------------------------------------------------
 DH7460  NETWORK    0.18   0.33           0.08   0.07   0.17      0.04474037
 DH7460  -------------------------------------------------------------------
 DH7460  Click here for local accuracies and other accuracy information.
 DH7460
 DH7460.The horizontal coordinates were established by GPS observations
 DH7460.and adjusted by the National Geodetic Survey in June 2012.
 DH7460
 DH7460.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7460.been affixed to the stable North American tectonic plate. See 
 DH7460.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH7460
 DH7460.The horizontal coordinates are valid at the epoch date displayed above
 DH7460.which is a decimal equivalence of Year/Month/Day.
 DH7460
 DH7460.The orthometric height was determined by GPS observations and a
 DH7460.high-resolution geoid model.
 DH7460
 DH7460.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7460.GEOID18 height accuracy estimate available here.
 DH7460
 DH7460.Click photographs - Photos may exist for this station.
 DH7460
 DH7460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7460
 DH7460.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH7460
 DH7460.The ellipsoidal height was determined by GPS observations
 DH7460.and is referenced to NAD 83.
 DH7460
 DH7460. The following values were computed from the NAD 83(2011) position.
 DH7460
 DH7460;                    North         East     Units Scale Factor Converg.
 DH7460;SPC DE       -   171,459.672   179,531.334   MT  1.00000016   -0 09 05.8
 DH7460;SPC DE       -   562,530.61    589,012.38   sFT  1.00000016   -0 09 05.8
 DH7460;UTM  18      - 4,377,384.586   443,737.354   MT  0.99963897   -0 25 00.8
 DH7460
 DH7460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7460!SPC DE       -   1.00000370  x   1.00000016  =   1.00000386
 DH7460!UTM  18      -   1.00000370  x   0.99963897  =   0.99964267
 DH7460
 DH7460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4373777384(NAD 83)
 DH7460
 DH7460                          SUPERSEDED SURVEY CONTROL
 DH7460
 DH7460  NAD 83(2007)-  39 32 39.44545(N)    075 39 17.24314(W) AD(2002.00) 1
 DH7460  ELLIP H (04/14/09)  -23.592  (m)                       GP(2002.00) 2 1
 DH7460  NAD 83(1991)-  39 32 39.44554(N)    075 39 17.24299(W) AD(       ) 1
 DH7460  ELLIP H (12/29/05)  -23.587  (m)                       GP(       ) 2 1
 DH7460
 DH7460.Superseded values are not recommended for survey control.
 DH7460
 DH7460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7460.See file dsdata.pdf to determine how the superseded data were derived.
 DH7460
 DH7460_MARKER: DD = SURVEY DISK
 DH7460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7460_STAMPING: NCC-10 2005
 DH7460_MARK LOGO: DE-003
 DH7460_PROJECTION: FLUSH
 DH7460_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7460+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 DH7460
 DH7460  HISTORY     - Date     Condition        Report By
 DH7460  HISTORY     - 20051006 MONUMENTED       JMTMD
 DH7460  HISTORY     - 20100421 GOOD             BECMOR
 DH7460  HISTORY     - 20130711 GOOD             DELCOS
 DH7460
 DH7460                          STATION DESCRIPTION
 DH7460
 DH7460'DESCRIBED BY JMT ENGINEERING 2005 (BRH)
 DH7460'STATION IS LOCATED IN NEW CASTLE COUNTY DELAWARE NEAR BOYDS CORNER,
 DH7460'DELAWARE. IT IS  ABOUT 7.2 MI (11.6 KM) NORTHEAST OF MIDDLETOWN, DE
 DH7460'ABOUT 3.8 MI (6.1 KM) SOUTHWEST OF  DELAWARE CITY, DE AND ABOUT 0.45
 DH7460'MI (0.7 KM) SOUTH OF THE CHESAPEAKE AND DELAWARE CANAL.
 DH7460'
 DH7460'TO REACH THE STATION FROM THE INTERSECTION OF US 40 AND SR 1, PROCEED
 DH7460'SOUTH ON SR 1 TO  EXIT 148 OFF-RAMP PROCEED TO THE END OF THE RAMP AND
 DH7460'THE STATION ON THE LEFT.
 DH7460'
 DH7460'STATION IS 12.6 FT (3.8 M) EAST OF A LIGHT POLE, 33.7 FT (10.3 M)
 DH7460'SOUTH OF CENTERLINE LOREWOOD  GROVE ROAD, 22.5 FT (6.9 M) WEST OF EDGE
 DH7460'OF CONCRETE EXIT RAMP TO LOREWOOD GROVE ROAD  WEST. A 3 INCH BRASS
 DH7460'DISK STAMPED NCC-10 2005 SET IN THE TOP OF A 1 FT (0.3 M) CONCRETE
 DH7460'MONUMENT FLUSH WITH THE GROUND.
 DH7460
 DH7460                          STATION RECOVERY (2010)
 DH7460
 DH7460'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 DH7460'RECOVERED IN GOOD CONDITION.
 DH7460
 DH7460                          STATION RECOVERY (2013)
 DH7460
 DH7460'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DH7460'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DH7461 ***********************************************************************
 DH7461  DESIGNATION -  NCC11
 DH7461  PID         -  DH7461
 DH7461  STATE/COUNTY-  DE/NEW CASTLE
 DH7461  COUNTRY     -  US
 DH7461  USGS QUAD   -  SAINT GEORGES (2016)
 DH7461
 DH7461                         *CURRENT SURVEY CONTROL
 DH7461  ______________________________________________________________________
 DH7461* NAD 83(2011) POSITION- 39 31 25.27961(N) 075 38 15.30162(W)   ADJUSTED
 DH7461* NAD 83(2011) ELLIP HT-   -16.719 (meters)        (06/27/12)   ADJUSTED
 DH7461* NAD 83(2011) EPOCH   -  2010.00
 DH7461* NAVD 88 ORTHO HEIGHT -    16.7   (meters)       55.    (feet) GPS OBS
 DH7461  ______________________________________________________________________
 DH7461  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH7461  GEOID HEIGHT    -        -33.401 (meters)                     GEOID03
 DH7461  GEOID HEIGHT    -        -33.433 (meters)                     GEOID18
 DH7461  NAD 83(2011) X  -  1,222,045.278 (meters)                     COMP
 DH7461  NAD 83(2011) Y  - -4,772,546.624 (meters)                     COMP
 DH7461  NAD 83(2011) Z  -  4,037,321.947 (meters)                     COMP
 DH7461  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 DH7461
 DH7461  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7461  Standards:
 DH7461         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7461            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7461  -------------------------------------------------------------------
 DH7461  NETWORK    0.16   0.31           0.07   0.06   0.16      0.04994222
 DH7461  -------------------------------------------------------------------
 DH7461  Click here for local accuracies and other accuracy information.
 DH7461
 DH7461.The horizontal coordinates were established by GPS observations
 DH7461.and adjusted by the National Geodetic Survey in June 2012.
 DH7461
 DH7461.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7461.been affixed to the stable North American tectonic plate. See 
 DH7461.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH7461
 DH7461.The horizontal coordinates are valid at the epoch date displayed above
 DH7461.which is a decimal equivalence of Year/Month/Day.
 DH7461
 DH7461.The orthometric height was determined by GPS observations and a
 DH7461.high-resolution geoid model.
 DH7461
 DH7461.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7461.GEOID18 height accuracy estimate available here.
 DH7461
 DH7461.Click photographs - Photos may exist for this station.
 DH7461
 DH7461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7461
 DH7461.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH7461
 DH7461.The ellipsoidal height was determined by GPS observations
 DH7461.and is referenced to NAD 83.
 DH7461
 DH7461. The following values were computed from the NAD 83(2011) position.
 DH7461
 DH7461;                    North         East     Units Scale Factor Converg.
 DH7461;SPC DE       -   169,168.607   181,004.701   MT  0.99999944   -0 08 26.1
 DH7461;SPC DE       -   555,014.00    593,846.26   sFT  0.99999944   -0 08 26.1
 DH7461;UTM  18      - 4,375,087.556   445,199.571   MT  0.99963697   -0 24 20.8
 DH7461
 DH7461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7461!SPC DE       -   1.00000262  x   0.99999944  =   1.00000206
 DH7461!UTM  18      -   1.00000262  x   0.99963697  =   0.99963959
 DH7461
 DH7461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4519975087(NAD 83)
 DH7461
 DH7461                          SUPERSEDED SURVEY CONTROL
 DH7461
 DH7461  NAD 83(2007)-  39 31 25.27987(N)    075 38 15.30240(W) AD(2002.00) 1
 DH7461  ELLIP H (04/14/09)  -16.697  (m)                       GP(2002.00) 2 1
 DH7461  NAD 83(1991)-  39 31 25.27998(N)    075 38 15.30225(W) AD(       ) 1
 DH7461  ELLIP H (12/29/05)  -16.693  (m)                       GP(       ) 2 1
 DH7461
 DH7461.Superseded values are not recommended for survey control.
 DH7461
 DH7461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7461.See file dsdata.pdf to determine how the superseded data were derived.
 DH7461
 DH7461_MARKER: DD = SURVEY DISK
 DH7461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7461_STAMPING: NCC-11 2005
 DH7461_MARK LOGO: DE-003
 DH7461_PROJECTION: FLUSH
 DH7461_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7461+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 DH7461
 DH7461  HISTORY     - Date     Condition        Report By
 DH7461  HISTORY     - 20051006 MONUMENTED       JMTMD
 DH7461  HISTORY     - 20130711 GOOD             DELCOS
 DH7461
 DH7461                          STATION DESCRIPTION
 DH7461
 DH7461'DESCRIBED BY JMT ENGINEERING 2005 (BRH)
 DH7461'STATION IS LOCATED IN NEW CASTLE COUNTY DELAWARE NEAR BOYDS CORNER,
 DH7461'DELAWARE. IT IS  ABOUT 6.6 MI (10.6 KM) NORTHEAST OF MIDDLETOWN, DE
 DH7461'ABOUT 4.2 MI (6.8 KM) SOUTHWEST OF  DELAWARE CITY, DE AND ABOUT 2.0 MI
 DH7461'(3.2 KM) SOUTH OF THE CHESAPEAKE AND DELAWARE CANAL.
 DH7461'
 DH7461'TO REACH THE STATION FROM THE INTERSECTION OF US 13 AND SR 896 AT
 DH7461'BOYDS CORNER,  PROCEED NORTH ON US 13 FOR 1.7 MI (2.7 KM). TURN RIGHT
 DH7461'ON PORT PENN ROAD. PROCEED 0.6 MI  (0.9 KM) TO THE STATION ON THE
 DH7461'RIGHT AT THE HICKORY GROVE CEMETERY.
 DH7461'
 DH7461'STATION IS LOCATED IN THE DITCH 10 FT (3 M) WEST OF THE EASTERNMOST
 DH7461'ENTRANCE TO THE  CEMETERY. STATION IS 52 FT (15.8 M) SOUTHWEST OF
 DH7461'ELECTRIC POLE (DP L 46058 35328), 31 FT (9.4 M)  NORTHEAST OF WOODEN
 DH7461'SIGN POST (HICKORY GROVE CEMETERY), 7 FT (2.1 M) SOUTH OF SOUTH  EDGE
 DH7461'PORT PENN ROAD. A 3 INCH BRASS DISK STAMPED NCC-11 2005 SET IN THE TOP
 DH7461'OF A 1 FT (0.3 M)  CONCRETE MONUMENT FLUSH WITH THE GROUND.
 DH7461
 DH7461                          STATION RECOVERY (2013)
 DH7461
 DH7461'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DH7461'THE MARK IS 26 YDS NORTHEAST OF A BRICK SIGN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DH7462 ***********************************************************************
 DH7462  DESIGNATION -  NCC12
 DH7462  PID         -  DH7462
 DH7462  STATE/COUNTY-  DE/NEW CASTLE
 DH7462  COUNTRY     -  US
 DH7462  USGS QUAD   -  SAINT GEORGES (2016)
 DH7462
 DH7462                         *CURRENT SURVEY CONTROL
 DH7462  ______________________________________________________________________
 DH7462* NAD 83(2011) POSITION- 39 31 27.54546(N) 075 38 04.69607(W)   ADJUSTED
 DH7462* NAD 83(2011) ELLIP HT-   -17.646 (meters)        (06/27/12)   ADJUSTED
 DH7462* NAD 83(2011) EPOCH   -  2010.00
 DH7462* NAVD 88 ORTHO HEIGHT -    15.8   (meters)       52.    (feet) GPS OBS
 DH7462  ______________________________________________________________________
 DH7462  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH7462  GEOID HEIGHT    -        -33.403 (meters)                     GEOID03
 DH7462  GEOID HEIGHT    -        -33.435 (meters)                     GEOID18
 DH7462  NAD 83(2011) X  -  1,222,279.456 (meters)                     COMP
 DH7462  NAD 83(2011) Y  - -4,772,440.010 (meters)                     COMP
 DH7462  NAD 83(2011) Z  -  4,037,375.260 (meters)                     COMP
 DH7462  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 DH7462
 DH7462  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7462  Standards:
 DH7462         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7462            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7462  -------------------------------------------------------------------
 DH7462  NETWORK    0.17   0.31           0.07   0.07   0.16      0.07133262
 DH7462  -------------------------------------------------------------------
 DH7462  Click here for local accuracies and other accuracy information.
 DH7462
 DH7462.The horizontal coordinates were established by GPS observations
 DH7462.and adjusted by the National Geodetic Survey in June 2012.
 DH7462
 DH7462.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7462.been affixed to the stable North American tectonic plate. See 
 DH7462.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH7462
 DH7462.The horizontal coordinates are valid at the epoch date displayed above
 DH7462.which is a decimal equivalence of Year/Month/Day.
 DH7462
 DH7462.The orthometric height was determined by GPS observations and a
 DH7462.high-resolution geoid model.
 DH7462
 DH7462.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7462.GEOID18 height accuracy estimate available here.
 DH7462
 DH7462.Click photographs - Photos may exist for this station.
 DH7462
 DH7462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7462
 DH7462.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH7462
 DH7462.The ellipsoidal height was determined by GPS observations
 DH7462.and is referenced to NAD 83.
 DH7462
 DH7462. The following values were computed from the NAD 83(2011) position.
 DH7462
 DH7462;                    North         East     Units Scale Factor Converg.
 DH7462;SPC DE       -   169,237.869   181,258.178   MT  0.99999932   -0 08 19.4
 DH7462;SPC DE       -   555,241.24    594,677.87   sFT  0.99999932   -0 08 19.4
 DH7462;UTM  18      - 4,375,155.619   445,453.273   MT  0.99963663   -0 24 14.0
 DH7462
 DH7462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7462!SPC DE       -   1.00000277  x   0.99999932  =   1.00000209
 DH7462!UTM  18      -   1.00000277  x   0.99963663  =   0.99963940
 DH7462
 DH7462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4545375155(NAD 83)
 DH7462
 DH7462                          SUPERSEDED SURVEY CONTROL
 DH7462
 DH7462  NAD 83(2007)-  39 31 27.54571(N)    075 38 04.69685(W) AD(2002.00) 1
 DH7462  ELLIP H (04/14/09)  -17.624  (m)                       GP(2002.00) 2 1
 DH7462  NAD 83(1991)-  39 31 27.54581(N)    075 38 04.69669(W) AD(       ) 1
 DH7462  ELLIP H (12/29/05)  -17.619  (m)                       GP(       ) 2 1
 DH7462
 DH7462.Superseded values are not recommended for survey control.
 DH7462
 DH7462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7462.See file dsdata.pdf to determine how the superseded data were derived.
 DH7462
 DH7462_MARKER: DD = SURVEY DISK
 DH7462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7462_STAMPING: NCC-12 2005
 DH7462_MARK LOGO: DE-003
 DH7462_PROJECTION: FLUSH
 DH7462_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7462+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 DH7462
 DH7462  HISTORY     - Date     Condition        Report By
 DH7462  HISTORY     - 20051006 MONUMENTED       JMTMD
 DH7462  HISTORY     - 20130711 GOOD             DELCOS
 DH7462
 DH7462                          STATION DESCRIPTION
 DH7462
 DH7462'DESCRIBED BY JMT ENGINEERING 2005 (BRH)
 DH7462'STATION IS LOCATED IN NEW CASTLE COUNTY DELAWARE NEAR BOYDS CORNER,
 DH7462'DELAWARE. IT IS  ABOUT 6.6 MI (10.6 KM) NORTHEAST OF MIDDLETOWN, DE
 DH7462'ABOUT 4.2 MI (6.8 KM) SOUTHWEST OF  DELAWARE CITY, DE AND ABOUT 2.0 MI
 DH7462'(3.2 KM) SOUTH OF THE CHESAPEAKE AND DELAWARE CANAL.
 DH7462'
 DH7462'TO REACH THE STATION FROM THE INTERSECTION OF US 13 AND SR 896 AT
 DH7462'BOYDS CORNER,  PROCEED NORTH ON US 13 FOR 1.7 MI (2.7 KM). TURN RIGHT
 DH7462'ON PORT PENN ROAD. PROCEED 0.7 MI  (1.1 KM) TO THE STATION ON THE
 DH7462'RIGHT APPROXIMATELY 20 FT (6.1 M) PAST JEFFREY PINE DRIVE.
 DH7462'
 DH7462'STATION IS 72 FT (21.9 M) SOUTHWEST OF ELECTRIC POLE (DP L 46142
 DH7462'35349), 105 FT (32 M)  SOUTHEAST OF ELECTRIC POLE (DP L 46127 35347),
 DH7462'4.5 FT (1.4 M) SOUTH OF SOUTH EDGE PORT PENN  ROAD. A 3 INCH BRASS
 DH7462'DISK STAMPED NCC-12 2005 SET IN THE TOP OF A 1 FT (0.3 M) CONCRETE
 DH7462'MONUMENT FLUSH WITH THE GROUND.
 DH7462
 DH7462                          STATION RECOVERY (2013)
 DH7462
 DH7462'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DH7462'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DH7463 ***********************************************************************
 DH7463  HT_MOD      -  This is a Height Modernization Survey Station.
 DH7463  DESIGNATION -  NCC13
 DH7463  PID         -  DH7463
 DH7463  STATE/COUNTY-  DE/NEW CASTLE
 DH7463  COUNTRY     -  US
 DH7463  USGS QUAD   -  SAINT GEORGES (2016)
 DH7463
 DH7463                         *CURRENT SURVEY CONTROL
 DH7463  ______________________________________________________________________
 DH7463* NAD 83(2011) POSITION- 39 31 09.38608(N) 075 39 02.08765(W)   ADJUSTED
 DH7463* NAD 83(2011) ELLIP HT-   -14.989 (meters)        (06/27/12)   ADJUSTED
 DH7463* NAD 83(2011) EPOCH   -  2010.00
 DH7463* NAVD 88 ORTHO HEIGHT -    18.46  (meters)       60.6   (feet) GPS OBS
 DH7463  ______________________________________________________________________
 DH7463  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DH7463  GEOID HEIGHT    -        -33.431 (meters)                     GEOID12B
 DH7463  GEOID HEIGHT    -        -33.431 (meters)                     GEOID18
 DH7463  NAD 83(2011) X  -  1,221,040.349 (meters)                     COMP
 DH7463  NAD 83(2011) Y  - -4,773,127.176 (meters)                     COMP
 DH7463  NAD 83(2011) Z  -  4,036,944.944 (meters)                     COMP
 DH7463  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 DH7463
 DH7463  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7463  Standards:
 DH7463         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7463            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7463  -------------------------------------------------------------------
 DH7463  NETWORK    0.16   0.31           0.07   0.06   0.16     -0.00953440
 DH7463  -------------------------------------------------------------------
 DH7463  Click here for local accuracies and other accuracy information.
 DH7463
 DH7463.The horizontal coordinates were established by GPS observations
 DH7463.and adjusted by the National Geodetic Survey in June 2012.
 DH7463
 DH7463.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7463.been affixed to the stable North American tectonic plate. See 
 DH7463.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH7463
 DH7463.The horizontal coordinates are valid at the epoch date displayed above
 DH7463.which is a decimal equivalence of Year/Month/Day.
 DH7463
 DH7463.The orthometric height was determined by GPS observations and a
 DH7463.high-resolution geoid model using precise GPS observation and
 DH7463.processing techniques.
 DH7463
 DH7463.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7463.GEOID18 height accuracy estimate available here.
 DH7463
 DH7463.Click photographs - Photos may exist for this station.
 DH7463
 DH7463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7463
 DH7463.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH7463
 DH7463.The ellipsoidal height was determined by GPS observations
 DH7463.and is referenced to NAD 83.
 DH7463
 DH7463. The following values were computed from the NAD 83(2011) position.
 DH7463
 DH7463;                    North         East     Units Scale Factor Converg.
 DH7463;SPC DE       -   168,681.268   179,885.971   MT  0.99999998   -0 08 55.9
 DH7463;SPC DE       -   553,415.13    590,175.89   sFT  0.99999998   -0 08 55.9
 DH7463;UTM  18      - 4,374,605.575   444,079.003   MT  0.99963850   -0 24 50.4
 DH7463
 DH7463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7463!SPC DE       -   1.00000235  x   0.99999998  =   1.00000233
 DH7463!UTM  18      -   1.00000235  x   0.99963850  =   0.99964085
 DH7463
 DH7463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4407974605(NAD 83)
 DH7463
 DH7463                          SUPERSEDED SURVEY CONTROL
 DH7463
 DH7463  NAD 83(2007)-  39 31 09.38634(N)    075 39 02.08843(W) AD(2002.00) 1
 DH7463  ELLIP H (04/14/09)  -14.967  (m)                       GP(2002.00) 2 1
 DH7463  NAD 83(1991)-  39 31 09.38644(N)    075 39 02.08828(W) AD(       ) 1
 DH7463  ELLIP H (12/29/05)  -14.962  (m)                       GP(       ) 2 1
 DH7463  NAVD 88 (12/29/05)   18.4    (m)  GEOID03  model used  GPS OBS        
 DH7463
 DH7463.Superseded values are not recommended for survey control.
 DH7463
 DH7463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7463.See file dsdata.pdf to determine how the superseded data were derived.
 DH7463
 DH7463_MARKER: DD = SURVEY DISK
 DH7463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7463_STAMPING: NCC-13 2005
 DH7463_MARK LOGO: DE-003
 DH7463_PROJECTION: FLUSH
 DH7463_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7463+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 DH7463
 DH7463  HISTORY     - Date     Condition        Report By
 DH7463  HISTORY     - 20051006 MONUMENTED       JMTMD
 DH7463  HISTORY     - 20130711 GOOD             DELCOS
 DH7463
 DH7463                          STATION DESCRIPTION
 DH7463
 DH7463'DESCRIBED BY JMT ENGINEERING 2005 (BRH)
 DH7463'STATION IS LOCATED IN NEW CASTLE COUNTY DELAWARE NEAR BOYDS CORNER,
 DH7463'DELAWARE. IT IS  ABOUT 5.8 MI (9.3 KM) NORTHEAST OF MIDDLETOWN, DE
 DH7463'ABOUT 4.8 MI (7.7 KM) SOUTHWEST OF  DELAWARE CITY, DE AND ABOUT 2.1 MI
 DH7463'(3.4 KM) SOUTH OF THE CHESAPEAKE AND DELAWARE CANAL.
 DH7463'
 DH7463'TO REACH THE STATION FROM THE INTERSECTION OF US 13 AND SR 896 AT
 DH7463'BOYDS CORNER,  PROCEED NORTH ON US 13 FOR 1.1 MI (1.8 KM) TO LEFT TURN
 DH7463'LANE THROUGH MEDIAN. TURN  LEFT ON TO OLD HYETTS CORNER ROAD. PROCEED
 DH7463'TO END OF ROAD AND TURN RIGHT. PROCEED TO  WATER TOWER AND STATION ON
 DH7463'THE RIGHT.
 DH7463'
 DH7463'STATION IS 96.5 FT (29.4 M) EAST OF WATER TOWER, 166 FT (50.6 M)
 DH7463'NORTHEAST OF NORTHEAST  CORNER OF STATION BUILDING, NEAR INSIDE CORNER
 DH7463'OF CULTIVATED FIELD. ADDRESS OF WATER  TOWER IS HYETTS CORNER TOWER
 DH7463'SITE NO. 924 STATION 745 310 HYETTS CORNER ROAD.  MIDDLETOWN, DE
 DH7463'19709. A 3 INCH BRASS DISK STAMPED NCC-13 2005 SET IN THE TOP OF A 1
 DH7463'FT (0.3 M)  CONCRETE MONUMENT FLUSH WITH THE GROUND.
 DH7463
 DH7463                          STATION RECOVERY (2013)
 DH7463
 DH7463'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DH7463'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DH7464 ***********************************************************************
 DH7464  DESIGNATION -  NCC14
 DH7464  PID         -  DH7464
 DH7464  STATE/COUNTY-  DE/NEW CASTLE
 DH7464  COUNTRY     -  US
 DH7464  USGS QUAD   -  SAINT GEORGES (2016)
 DH7464
 DH7464                         *CURRENT SURVEY CONTROL
 DH7464  ______________________________________________________________________
 DH7464* NAD 83(2011) POSITION- 39 30 44.24836(N) 075 38 59.09736(W)   ADJUSTED
 DH7464* NAD 83(2011) ELLIP HT-   -13.329 (meters)        (06/27/12)   ADJUSTED
 DH7464* NAD 83(2011) EPOCH   -  2010.00
 DH7464* NAVD 88 ORTHO HEIGHT -    20.1   (meters)       66.    (feet) GPS OBS
 DH7464  ______________________________________________________________________
 DH7464  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH7464  GEOID HEIGHT    -        -33.423 (meters)                     GEOID03
 DH7464  GEOID HEIGHT    -        -33.452 (meters)                     GEOID18
 DH7464  NAD 83(2011) X  -  1,221,232.125 (meters)                     COMP
 DH7464  NAD 83(2011) Y  - -4,773,588.611 (meters)                     COMP
 DH7464  NAD 83(2011) Z  -  4,036,347.931 (meters)                     COMP
 DH7464  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 DH7464
 DH7464  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7464  Standards:
 DH7464         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7464            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7464  -------------------------------------------------------------------
 DH7464  NETWORK    0.16   0.29           0.07   0.06   0.15      0.06470124
 DH7464  -------------------------------------------------------------------
 DH7464  Click here for local accuracies and other accuracy information.
 DH7464
 DH7464.The horizontal coordinates were established by GPS observations
 DH7464.and adjusted by the National Geodetic Survey in June 2012.
 DH7464
 DH7464.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7464.been affixed to the stable North American tectonic plate. See 
 DH7464.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH7464
 DH7464.The horizontal coordinates are valid at the epoch date displayed above
 DH7464.which is a decimal equivalence of Year/Month/Day.
 DH7464
 DH7464.The orthometric height was determined by GPS observations and a
 DH7464.high-resolution geoid model.
 DH7464
 DH7464.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7464.GEOID18 height accuracy estimate available here.
 DH7464
 DH7464.Click photographs - Photos may exist for this station.
 DH7464
 DH7464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7464
 DH7464.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH7464
 DH7464.The ellipsoidal height was determined by GPS observations
 DH7464.and is referenced to NAD 83.
 DH7464
 DH7464. The following values were computed from the NAD 83(2011) position.
 DH7464
 DH7464;                    North         East     Units Scale Factor Converg.
 DH7464;SPC DE       -   167,905.829   179,955.390   MT  0.99999994   -0 08 53.9
 DH7464;SPC DE       -   550,871.04    590,403.64   sFT  0.99999994   -0 08 53.9
 DH7464;UTM  18      - 4,373,830.103   444,144.809   MT  0.99963841   -0 24 48.3
 DH7464
 DH7464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7464!SPC DE       -   1.00000209  x   0.99999994  =   1.00000203
 DH7464!UTM  18      -   1.00000209  x   0.99963841  =   0.99964050
 DH7464
 DH7464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4414473830(NAD 83)
 DH7464
 DH7464                          SUPERSEDED SURVEY CONTROL
 DH7464
 DH7464  NAD 83(2007)-  39 30 44.24861(N)    075 38 59.09814(W) AD(2002.00) 1
 DH7464  ELLIP H (04/14/09)  -13.307  (m)                       GP(2002.00) 2 1
 DH7464  NAD 83(1991)-  39 30 44.24871(N)    075 38 59.09797(W) AD(       ) 1
 DH7464  ELLIP H (12/29/05)  -13.302  (m)                       GP(       ) 2 1
 DH7464
 DH7464.Superseded values are not recommended for survey control.
 DH7464
 DH7464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7464.See file dsdata.pdf to determine how the superseded data were derived.
 DH7464
 DH7464_MARKER: DD = SURVEY DISK
 DH7464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7464_STAMPING: NCC-14 2005
 DH7464_MARK LOGO: DE-003
 DH7464_PROJECTION: FLUSH
 DH7464_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7464+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 DH7464
 DH7464  HISTORY     - Date     Condition        Report By
 DH7464  HISTORY     - 20051006 MONUMENTED       JMTMD
 DH7464
 DH7464                          STATION DESCRIPTION
 DH7464
 DH7464'DESCRIBED BY JMT ENGINEERING 2005 (BRH)
 DH7464'STATION IS LOCATED IN NEW CASTLE COUNTY DELAWARE NEAR BOYDS CORNER,
 DH7464'DELAWARE. IT IS  ABOUT 6.6 MI (10.6 KM) NORTHEAST OF MIDDLETOWN, DE
 DH7464'ABOUT 4.2 MI (6.8 KM) SOUTHWEST OF  DELAWARE CITY, DE AND ABOUT 2.0 MI
 DH7464'(3.2 KM) SOUTH OF THE CHESAPEAKE AND DELAWARE CANAL.
 DH7464'
 DH7464'TO REACH THE STATION FROM THE INTERSECTION OF US 13 AND SR 896 AT
 DH7464'BOYDS CORNER,  PROCEED NORTH ON US 13 FOR 1.1 MI (1.8 KM) TO LEFT TURN
 DH7464'LANE THROUGH MEDIAN. MAKE U-TURN  AND PROCEED SOUTH ON US 13 FOR 0.3
 DH7464'MI (0.5 KM) TO THE STATION ON THE RIGHT.
 DH7464'
 DH7464'STATION IS BETWEEN THE NORTHBOUND LANES OF SR 1 AND THE SOUTHBOUND
 DH7464'LANES OF US 13.  STATION IS 187 FT (57 M) NORTH OF THE NORTHEAST END
 DH7464'OF PARAPET WALL OF SR 1 NORTHBOUND  BRIDGE OVER US 13, 8.3 FT (2.5 M)
 DH7464'EAST OF STEEL GUARDRAIL FACE, 17.5 FT (5.3 M) NORTH OF WIRE  MESH
 DH7464'FENCE. A 3 INCH BRASS DISK STAMPED NCC-14 2005 SET IN THE TOP OF A 1
 DH7464'FT (0.3 M) CONCRETE  MONUMENT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DH7465 ***********************************************************************
 DH7465  DESIGNATION -  NCC15
 DH7465  PID         -  DH7465
 DH7465  STATE/COUNTY-  DE/NEW CASTLE
 DH7465  COUNTRY     -  US
 DH7465  USGS QUAD   -  SAINT GEORGES (2016)
 DH7465
 DH7465                         *CURRENT SURVEY CONTROL
 DH7465  ______________________________________________________________________
 DH7465* NAD 83(2011) POSITION- 39 30 02.79181(N) 075 39 34.67403(W)   ADJUSTED
 DH7465* NAD 83(2011) ELLIP HT-   -19.739 (meters)        (06/27/12)   ADJUSTED
 DH7465* NAD 83(2011) EPOCH   -  2010.00
 DH7465* NAVD 88 ORTHO HEIGHT -    13.7   (meters)       45.    (feet) GPS OBS
 DH7465  ______________________________________________________________________
 DH7465  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH7465  GEOID HEIGHT    -        -33.445 (meters)                     GEOID03
 DH7465  GEOID HEIGHT    -        -33.473 (meters)                     GEOID18
 DH7465  NAD 83(2011) X  -  1,220,608.984 (meters)                     COMP
 DH7465  NAD 83(2011) Y  - -4,774,582.402 (meters)                     COMP
 DH7465  NAD 83(2011) Z  -  4,035,357.400 (meters)                     COMP
 DH7465  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 DH7465
 DH7465  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7465  Standards:
 DH7465         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7465            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7465  -------------------------------------------------------------------
 DH7465  NETWORK    0.16   0.31           0.07   0.06   0.16      0.05436361
 DH7465  -------------------------------------------------------------------
 DH7465  Click here for local accuracies and other accuracy information.
 DH7465
 DH7465.The horizontal coordinates were established by GPS observations
 DH7465.and adjusted by the National Geodetic Survey in June 2012.
 DH7465
 DH7465.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7465.been affixed to the stable North American tectonic plate. See 
 DH7465.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH7465
 DH7465.The horizontal coordinates are valid at the epoch date displayed above
 DH7465.which is a decimal equivalence of Year/Month/Day.
 DH7465
 DH7465.The orthometric height was determined by GPS observations and a
 DH7465.high-resolution geoid model.
 DH7465
 DH7465.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7465.GEOID18 height accuracy estimate available here.
 DH7465
 DH7465.Click photographs - Photos may exist for this station.
 DH7465
 DH7465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7465
 DH7465.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH7465
 DH7465.The ellipsoidal height was determined by GPS observations
 DH7465.and is referenced to NAD 83.
 DH7465
 DH7465. The following values were computed from the NAD 83(2011) position.
 DH7465
 DH7465;                    North         East     Units Scale Factor Converg.
 DH7465;SPC DE       -   166,629.546   179,102.074   MT  1.00000037   -0 09 16.4
 DH7465;SPC DE       -   546,683.77    587,604.05   sFT  1.00000037   -0 09 16.4
 DH7465;UTM  18      - 4,372,558.241   443,285.907   MT  0.99963960   -0 25 10.5
 DH7465
 DH7465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7465!SPC DE       -   1.00000310  x   1.00000037  =   1.00000347
 DH7465!UTM  18      -   1.00000310  x   0.99963960  =   0.99964270
 DH7465
 DH7465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4328572558(NAD 83)
 DH7465
 DH7465                          SUPERSEDED SURVEY CONTROL
 DH7465
 DH7465  NAD 83(2007)-  39 30 02.79207(N)    075 39 34.67481(W) AD(2002.00) 1
 DH7465  ELLIP H (04/14/09)  -19.717  (m)                       GP(2002.00) 2 1
 DH7465  NAD 83(1991)-  39 30 02.79217(N)    075 39 34.67465(W) AD(       ) 1
 DH7465  ELLIP H (12/29/05)  -19.712  (m)                       GP(       ) 2 1
 DH7465
 DH7465.Superseded values are not recommended for survey control.
 DH7465
 DH7465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7465.See file dsdata.pdf to determine how the superseded data were derived.
 DH7465
 DH7465_MARKER: DD = SURVEY DISK
 DH7465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7465_STAMPING: NCC-15 2005
 DH7465_MARK LOGO: DE-003
 DH7465_PROJECTION: FLUSH
 DH7465_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7465+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 DH7465
 DH7465  HISTORY     - Date     Condition        Report By
 DH7465  HISTORY     - 20051006 MONUMENTED       JMTMD
 DH7465  HISTORY     - 20130711 GOOD             DELCOS
 DH7465
 DH7465                          STATION DESCRIPTION
 DH7465
 DH7465'DESCRIBED BY JMT ENGINEERING 2005 (BRH)
 DH7465'STATION IS LOCATED IN NEW CASTLE COUNTY DELAWARE NEAR BOYDS CORNER,
 DH7465'DELAWARE. IT IS  ABOUT 4.65 MI (7.5 KM) NORTHEAST OF MIDDLETOWN, DE
 DH7465'ABOUT 6.2 MI (10 KM) SOUTHWEST OF  DELAWARE CITY, DE AND ABOUT 3.0 MI
 DH7465'(4.8 KM) SOUTH OF THE CHESAPEAKE AND DELAWARE CANAL.
 DH7465'
 DH7465'TO REACH THE STATION FROM THE INTERSECTION OF US 13 AND SR 896 AT
 DH7465'BOYDS CORNER,  PROCEED WEST ON SR 896 FOR 0.5 MI (0.8 KM) TO
 DH7465'INTERSECTION WITH MILFORD DRIVE AND THE  STATION ON THE RIGHT.
 DH7465'
 DH7465'STATION IS IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF SR 896 AND
 DH7465'MILFORD DRIVE,  BEHIND THE BRICK SIGN WITH NAME OF SUBDIVISION.
 DH7465'STATION IS 43.7 FT (13.3 M) NORTH OF THE  NORTH EDGE OF PAVE OF SR
 DH7465'896, 64 FT (19.5 M) WEST OF CENTERLINE MILFORD DRIVE, 11 FT (3.4 M)
 DH7465'NORTHWEST OF SOUTHWEST CENTERLINE END OF BRICK WALL WITH SIGN (GRANDE
 DH7465'VIEW FARMS). A  3 INCH BRASS DISK STAMPED NCC-15 2005 SET IN THE TOP
 DH7465'OF A 1 FT (0.3 M) CONCRETE MONUMENT  FLUSH WITH THE GROUND.
 DH7465
 DH7465                          STATION RECOVERY (2013)
 DH7465
 DH7465'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DH7465'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DH7466 ***********************************************************************
 DH7466  DESIGNATION -  NCC16
 DH7466  PID         -  DH7466
 DH7466  STATE/COUNTY-  DE/NEW CASTLE
 DH7466  COUNTRY     -  US
 DH7466  USGS QUAD   -  SAINT GEORGES (2016)
 DH7466
 DH7466                         *CURRENT SURVEY CONTROL
 DH7466  ______________________________________________________________________
 DH7466* NAD 83(2011) POSITION- 39 30 10.92220(N) 075 39 34.44813(W)   ADJUSTED
 DH7466* NAD 83(2011) ELLIP HT-   -18.722 (meters)        (06/27/12)   ADJUSTED
 DH7466* NAD 83(2011) EPOCH   -  2010.00
 DH7466* NAVD 88 ORTHO HEIGHT -    14.7   (meters)       48.    (feet) GPS OBS
 DH7466  ______________________________________________________________________
 DH7466  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH7466  GEOID HEIGHT    -        -33.439 (meters)                     GEOID03
 DH7466  GEOID HEIGHT    -        -33.467 (meters)                     GEOID18
 DH7466  NAD 83(2011) X  -  1,220,574.902 (meters)                     COMP
 DH7466  NAD 83(2011) Y  - -4,774,427.296 (meters)                     COMP
 DH7466  NAD 83(2011) Z  -  4,035,551.521 (meters)                     COMP
 DH7466  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 DH7466
 DH7466  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7466  Standards:
 DH7466         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7466            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7466  -------------------------------------------------------------------
 DH7466  NETWORK    0.16   0.31           0.07   0.06   0.16      0.08479851
 DH7466  -------------------------------------------------------------------
 DH7466  Click here for local accuracies and other accuracy information.
 DH7466
 DH7466.The horizontal coordinates were established by GPS observations
 DH7466.and adjusted by the National Geodetic Survey in June 2012.
 DH7466
 DH7466.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7466.been affixed to the stable North American tectonic plate. See 
 DH7466.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH7466
 DH7466.The horizontal coordinates are valid at the epoch date displayed above
 DH7466.which is a decimal equivalence of Year/Month/Day.
 DH7466
 DH7466.The orthometric height was determined by GPS observations and a
 DH7466.high-resolution geoid model.
 DH7466
 DH7466.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7466.GEOID18 height accuracy estimate available here.
 DH7466
 DH7466.Click photographs - Photos may exist for this station.
 DH7466
 DH7466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7466
 DH7466.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH7466
 DH7466.The ellipsoidal height was determined by GPS observations
 DH7466.and is referenced to NAD 83.
 DH7466
 DH7466. The following values were computed from the NAD 83(2011) position.
 DH7466
 DH7466;                    North         East     Units Scale Factor Converg.
 DH7466;SPC DE       -   166,880.275   179,108.147   MT  1.00000037   -0 09 16.3
 DH7466;SPC DE       -   547,506.37    587,623.98   sFT  1.00000037   -0 09 16.3
 DH7466;UTM  18      - 4,372,808.848   443,293.138   MT  0.99963959   -0 25 10.5
 DH7466
 DH7466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7466!SPC DE       -   1.00000294  x   1.00000037  =   1.00000331
 DH7466!UTM  18      -   1.00000294  x   0.99963959  =   0.99964253
 DH7466
 DH7466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4329372808(NAD 83)
 DH7466
 DH7466                          SUPERSEDED SURVEY CONTROL
 DH7466
 DH7466  NAD 83(2007)-  39 30 10.92246(N)    075 39 34.44890(W) AD(2002.00) 1
 DH7466  ELLIP H (04/14/09)  -18.700  (m)                       GP(2002.00) 2 1
 DH7466  NAD 83(1991)-  39 30 10.92255(N)    075 39 34.44873(W) AD(       ) 1
 DH7466  ELLIP H (12/29/05)  -18.694  (m)                       GP(       ) 2 1
 DH7466
 DH7466.Superseded values are not recommended for survey control.
 DH7466
 DH7466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7466.See file dsdata.pdf to determine how the superseded data were derived.
 DH7466
 DH7466_MARKER: DD = SURVEY DISK
 DH7466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7466_STAMPING: NCC-16 2005
 DH7466_MARK LOGO: DE-003
 DH7466_PROJECTION: FLUSH
 DH7466_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7466+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 DH7466
 DH7466  HISTORY     - Date     Condition        Report By
 DH7466  HISTORY     - 20051006 MONUMENTED       JMTMD
 DH7466  HISTORY     - 20130711 GOOD             DELCOS
 DH7466
 DH7466                          STATION DESCRIPTION
 DH7466
 DH7466'DESCRIBED BY JMT ENGINEERING 2005 (BRH)
 DH7466'STATION IS LOCATED IN NEW CASTLE COUNTY DELAWARE NEAR BOYDS CORNER,
 DH7466'DELAWARE. IT IS  ABOUT 4.65 MI (7.5 KM) NORTHEAST OF MIDDLETOWN, DE
 DH7466'ABOUT 6.2 MI (10 KM) SOUTHWEST OF  DELAWARE CITY, DE AND ABOUT 3.0 MI
 DH7466'(4.8 KM) SOUTH OF THE CHESAPEAKE AND DELAWARE CANAL.
 DH7466'
 DH7466'TO REACH THE STATION FROM THE INTERSECTION OF US 13 AND SR 896 AT
 DH7466'BOYDS CORNER,  PROCEED WEST ON SR 896 FOR 0.5 MI (0.8 KM) TO
 DH7466'INTERSECTION WITH MILFORD DRIVE. TURN RIGHT  ON MILFORD DRIVE AND
 DH7466'PROCEED NORTH FOR 0.2 MI (0.3 KM) TO THE INTERSECTION WITH BULLEN
 DH7466'DRIVE  AND THE STATION ON THE RIGHT.
 DH7466'
 DH7466'STATION IS IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF BULLEN
 DH7466'DRIVE AND MILFORD  DRIVE. STATION IS 19 FT (5.8 M) EAST OF CENTERLINE
 DH7466'MILFORD DRIVE, 38.5 FT (11.7 M) NORTH OF  CENTERLINE BULLEN DRIVE. A 3
 DH7466'INCH BRASS DISK STAMPED NCC-16 2005 SET IN THE TOP OF A 1 FT  (0.3 M)
 DH7466'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 DH7466
 DH7466                          STATION RECOVERY (2013)
 DH7466
 DH7466'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DH7466'THE MARK IS 5 YDS EAST-SOUTHEAST OF MILFORD DRIVE,
 DH7466'13 YDS NORTH OF THE CENTERLINE OF BULLEN DRIVE, AND
 DH7466'43 YDS SOUTH OF A MAILBOX FOR HOUSE AT 210 MILFORD DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DH7467 ***********************************************************************
 DH7467  DESIGNATION -  NCC17
 DH7467  PID         -  DH7467
 DH7467  STATE/COUNTY-  DE/NEW CASTLE
 DH7467  COUNTRY     -  US
 DH7467  USGS QUAD   -  MIDDLETOWN (2016)
 DH7467
 DH7467                         *CURRENT SURVEY CONTROL
 DH7467  ______________________________________________________________________
 DH7467* NAD 83(2011) POSITION- 39 29 28.41253(N) 075 38 50.47129(W)   ADJUSTED
 DH7467* NAD 83(2011) ELLIP HT-   -15.202 (meters)        (06/27/12)   ADJUSTED
 DH7467* NAD 83(2011) EPOCH   -  2010.00
 DH7467* NAVD 88 ORTHO HEIGHT -    18.3   (meters)       60.    (feet) GPS OBS
 DH7467  ______________________________________________________________________
 DH7467  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH7467  GEOID HEIGHT    -        -33.480 (meters)                     GEOID03
 DH7467  GEOID HEIGHT    -        -33.510 (meters)                     GEOID18
 DH7467  NAD 83(2011) X  -  1,221,800.186 (meters)                     COMP
 DH7467  NAD 83(2011) Y  - -4,774,977.412 (meters)                     COMP
 DH7467  NAD 83(2011) Z  -  4,034,542.114 (meters)                     COMP
 DH7467  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 DH7467
 DH7467  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7467  Standards:
 DH7467         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7467            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7467  -------------------------------------------------------------------
 DH7467  NETWORK    0.16   0.31           0.07   0.06   0.16      0.05072717
 DH7467  -------------------------------------------------------------------
 DH7467  Click here for local accuracies and other accuracy information.
 DH7467
 DH7467.The horizontal coordinates were established by GPS observations
 DH7467.and adjusted by the National Geodetic Survey in June 2012.
 DH7467
 DH7467.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7467.been affixed to the stable North American tectonic plate. See 
 DH7467.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH7467
 DH7467.The horizontal coordinates are valid at the epoch date displayed above
 DH7467.which is a decimal equivalence of Year/Month/Day.
 DH7467
 DH7467.The orthometric height was determined by GPS observations and a
 DH7467.high-resolution geoid model.
 DH7467
 DH7467.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7467.GEOID18 height accuracy estimate available here.
 DH7467
 DH7467.Click photographs - Photos may exist for this station.
 DH7467
 DH7467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7467
 DH7467.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH7467
 DH7467.The ellipsoidal height was determined by GPS observations
 DH7467.and is referenced to NAD 83.
 DH7467
 DH7467. The following values were computed from the NAD 83(2011) position.
 DH7467
 DH7467;                    North         East     Units Scale Factor Converg.
 DH7467;SPC DE       -   165,566.507   180,155.462   MT  0.99999985   -0 08 48.1
 DH7467;SPC DE       -   543,196.12    591,060.04   sFT  0.99999985   -0 08 48.1
 DH7467;UTM  18      - 4,371,490.726   444,333.989   MT  0.99963815   -0 24 42.1
 DH7467
 DH7467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7467!SPC DE       -   1.00000239  x   0.99999985  =   1.00000224
 DH7467!UTM  18      -   1.00000239  x   0.99963815  =   0.99964053
 DH7467
 DH7467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4433371490(NAD 83)
 DH7467
 DH7467                          SUPERSEDED SURVEY CONTROL
 DH7467
 DH7467  NAD 83(2007)-  39 29 28.41278(N)    075 38 50.47207(W) AD(2002.00) 1
 DH7467  ELLIP H (04/14/09)  -15.179  (m)                       GP(2002.00) 2 1
 DH7467  NAD 83(1991)-  39 29 28.41289(N)    075 38 50.47190(W) AD(       ) 1
 DH7467  ELLIP H (12/29/05)  -15.174  (m)                       GP(       ) 2 1
 DH7467
 DH7467.Superseded values are not recommended for survey control.
 DH7467
 DH7467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7467.See file dsdata.pdf to determine how the superseded data were derived.
 DH7467
 DH7467_MARKER: DD = SURVEY DISK
 DH7467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7467_STAMPING: NCC-17 2005
 DH7467_MARK LOGO: DE-003
 DH7467_PROJECTION: FLUSH
 DH7467_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7467+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 DH7467
 DH7467  HISTORY     - Date     Condition        Report By
 DH7467  HISTORY     - 20051006 MONUMENTED       JMTMD
 DH7467  HISTORY     - 20130711 GOOD             DELCOS
 DH7467
 DH7467                          STATION DESCRIPTION
 DH7467
 DH7467'DESCRIBED BY JMT ENGINEERING 2005 (BRH)
 DH7467'STATION IS LOCATED IN NEW CASTLE COUNTY DELAWARE NEAR BOYDS CORNER,
 DH7467'DELAWARE. IT IS  ABOUT 4.7 MI (7.6 KM) NORTHEAST OF MIDDLETOWN, DE
 DH7467'ABOUT 6.4 MI (10.3 KM) SOUTHWEST OF  DELAWARE CITY, DE AND ABOUT 3.8
 DH7467'MI (6.1 KM) SOUTH OF THE CHESAPEAKE AND DELAWARE CANAL.
 DH7467'
 DH7467'TO REACH THE STATION FROM THE INTERSECTION OF US 13 AND SR 896 AT
 DH7467'BOYDS CORNER,  PROCEED SOUTH ON US 13 FOR 0.35 MI (0.6 KM) TO THE
 DH7467'TRAFFIC SIGNAL AT THE INTERSECTION WITH  BAYVIEW ROAD. TURN LEFT ON TO
 DH7467'BAYVIEW ROAD. PROCEED EAST 0.3 MI (0.5 KM), CROSSING OVER  SR 1, TO
 DH7467'VANCE NECK ROAD. TURN RIGHT ON VANCE NECK ROAD, PROCEED SOUTHWEST 0.1
 DH7467'MILES  (0.16 KM) TO THE STATION ON THE RIGHT.
 DH7467'
 DH7467'STATION IS 3 FT (1 M) NORTHWEST OF THE NORTHWEST EDGE OF PAVE OF VANCE
 DH7467'NECK ROAD, 12 FT  (3.65 M) SOUTHEAST OF RIGHT-OF-WAY FENCE FOR SR 1,
 DH7467'87 FT (26.5 M) SOUTHWEST OF ELECTRIC  POLE (DP L 45770-34143). A 3
 DH7467'INCH BRASS DISK STAMPED NCC-17 2005 SET IN THE TOP OF A 1 FT (0.3 M)
 DH7467'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 DH7467
 DH7467                          STATION RECOVERY (2013)
 DH7467
 DH7467'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DH7467'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DH7468 ***********************************************************************
 DH7468  DESIGNATION -  NCC18
 DH7468  PID         -  DH7468
 DH7468  STATE/COUNTY-  DE/NEW CASTLE
 DH7468  COUNTRY     -  US
 DH7468  USGS QUAD   -  MIDDLETOWN (2016)
 DH7468
 DH7468                         *CURRENT SURVEY CONTROL
 DH7468  ______________________________________________________________________
 DH7468* NAD 83(2011) POSITION- 39 29 18.76155(N) 075 38 53.33396(W)   ADJUSTED
 DH7468* NAD 83(2011) ELLIP HT-   -16.515 (meters)        (06/27/12)   ADJUSTED
 DH7468* NAD 83(2011) EPOCH   -  2010.00
 DH7468* NAVD 88 ORTHO HEIGHT -    17.0   (meters)       56.    (feet) GPS OBS
 DH7468  ______________________________________________________________________
 DH7468  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH7468  GEOID HEIGHT    -        -33.485 (meters)                     GEOID03
 DH7468  GEOID HEIGHT    -        -33.516 (meters)                     GEOID18
 DH7468  NAD 83(2011) X  -  1,221,780.583 (meters)                     COMP
 DH7468  NAD 83(2011) Y  - -4,775,176.760 (meters)                     COMP
 DH7468  NAD 83(2011) Z  -  4,034,311.581 (meters)                     COMP
 DH7468  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 DH7468
 DH7468  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7468  Standards:
 DH7468         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7468            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7468  -------------------------------------------------------------------
 DH7468  NETWORK    0.16   0.31           0.07   0.06   0.16      0.07099451
 DH7468  -------------------------------------------------------------------
 DH7468  Click here for local accuracies and other accuracy information.
 DH7468
 DH7468.The horizontal coordinates were established by GPS observations
 DH7468.and adjusted by the National Geodetic Survey in June 2012.
 DH7468
 DH7468.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7468.been affixed to the stable North American tectonic plate. See 
 DH7468.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH7468
 DH7468.The horizontal coordinates are valid at the epoch date displayed above
 DH7468.which is a decimal equivalence of Year/Month/Day.
 DH7468
 DH7468.The orthometric height was determined by GPS observations and a
 DH7468.high-resolution geoid model.
 DH7468
 DH7468.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7468.GEOID18 height accuracy estimate available here.
 DH7468
 DH7468.Click photographs - Photos may exist for this station.
 DH7468
 DH7468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7468
 DH7468.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH7468
 DH7468.The ellipsoidal height was determined by GPS observations
 DH7468.and is referenced to NAD 83.
 DH7468
 DH7468. The following values were computed from the NAD 83(2011) position.
 DH7468
 DH7468;                    North         East     Units Scale Factor Converg.
 DH7468;SPC DE       -   165,269.045   180,086.293   MT  0.99999988   -0 08 49.9
 DH7468;SPC DE       -   542,220.19    590,833.11   sFT  0.99999988   -0 08 49.9
 DH7468;UTM  18      - 4,371,193.695   444,263.470   MT  0.99963825   -0 24 43.9
 DH7468
 DH7468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7468!SPC DE       -   1.00000259  x   0.99999988  =   1.00000247
 DH7468!UTM  18      -   1.00000259  x   0.99963825  =   0.99964084
 DH7468
 DH7468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4426371193(NAD 83)
 DH7468
 DH7468                          SUPERSEDED SURVEY CONTROL
 DH7468
 DH7468  NAD 83(2007)-  39 29 18.76180(N)    075 38 53.33474(W) AD(2002.00) 1
 DH7468  ELLIP H (04/14/09)  -16.492  (m)                       GP(2002.00) 2 1
 DH7468  NAD 83(1991)-  39 29 18.76189(N)    075 38 53.33456(W) AD(       ) 1
 DH7468  ELLIP H (12/29/05)  -16.487  (m)                       GP(       ) 2 1
 DH7468
 DH7468.Superseded values are not recommended for survey control.
 DH7468
 DH7468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7468.See file dsdata.pdf to determine how the superseded data were derived.
 DH7468
 DH7468_MARKER: DD = SURVEY DISK
 DH7468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7468_STAMPING: NCC-18 2005
 DH7468_MARK LOGO: DE-003
 DH7468_PROJECTION: FLUSH
 DH7468_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7468+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 DH7468
 DH7468  HISTORY     - Date     Condition        Report By
 DH7468  HISTORY     - 20051006 MONUMENTED       JMTMD
 DH7468  HISTORY     - 20130711 GOOD             DELCOS
 DH7468
 DH7468                          STATION DESCRIPTION
 DH7468
 DH7468'DESCRIBED BY JMT ENGINEERING 2005 (BRH)
 DH7468'STATION IS LOCATED IN NEW CASTLE COUNTY DELAWARE NEAR BOYDS CORNER,
 DH7468'DELAWARE. IT IS  ABOUT 4.7 MI (7.6 KM) NORTHEAST OF MIDDLETOWN, DE
 DH7468'ABOUT 6.4 MI (10.3 KM) SOUTHWEST OF  DELAWARE CITY, DE AND ABOUT 3.8
 DH7468'MI (6.1 KM) SOUTH OF THE CHESAPEAKE AND DELAWARE CANAL.
 DH7468'
 DH7468'TO REACH THE STATION FROM THE INTERSECTION OF US 13 AND SR 896 AT
 DH7468'BOYDS CORNER,  PROCEED SOUTH ON US 13 FOR 0.35 MI (0.6 KM) TO THE
 DH7468'TRAFFIC SIGNAL AT THE INTERSECTION WITH  BAYVIEW ROAD. TURN LEFT ON TO
 DH7468'BAYVIEW ROAD. PROCEED EAST 0.3 MI (0.5 KM), CROSSING OVER  SR 1, TO
 DH7468'VANCE NECK ROAD. TURN RIGHT ON VANCE NECK ROAD, PROCEED SOUTHWEST 0.3
 DH7468'MILES  (0.5 KM) TO THE STATION ON THE RIGHT.
 DH7468'
 DH7468'STATION IS 3.5 FT (1.1 M) WEST OF THE WEST EDGE OF PAVE OF VANCE NECK
 DH7468'ROAD, 15 FT (4.6 M) EAST  OF RIGHT-OF-WAY FENCE FOR SR 1, 250 FT (76.2
 DH7468'M) SOUTH OF THE INTERSECTION OF PEACHTREE  LANE AND VANCE NECK ROAD. A
 DH7468'3 INCH BRASS DISK STAMPED NCC-18 2005 SET IN THE TOP OF A 1 FT  (0.3
 DH7468'M) CONCRETE MONUMENT FLUSH WITH THE GROUND.
 DH7468
 DH7468                          STATION RECOVERY (2013)
 DH7468
 DH7468'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DH7468'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DH7469 ***********************************************************************
 DH7469  HT_MOD      -  This is a Height Modernization Survey Station.
 DH7469  DESIGNATION -  NCC19
 DH7469  PID         -  DH7469
 DH7469  STATE/COUNTY-  DE/NEW CASTLE
 DH7469  COUNTRY     -  US
 DH7469  USGS QUAD   -  TAYLORS BRIDGE (2016)
 DH7469
 DH7469                         *CURRENT SURVEY CONTROL
 DH7469  ______________________________________________________________________
 DH7469* NAD 83(2011) POSITION- 39 27 55.94199(N) 075 36 49.55016(W)   ADJUSTED
 DH7469* NAD 83(2011) ELLIP HT-   -30.523 (meters)        (06/27/12)   ADJUSTED
 DH7469* NAD 83(2011) EPOCH   -  2010.00
 DH7469* NAVD 88 ORTHO HEIGHT -     3.09  (meters)       10.1   (feet) GPS OBS
 DH7469  ______________________________________________________________________
 DH7469  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DH7469  GEOID HEIGHT    -        -33.606 (meters)                     GEOID12B
 DH7469  GEOID HEIGHT    -        -33.603 (meters)                     GEOID18
 DH7469  NAD 83(2011) X  -  1,225,046.818 (meters)                     COMP
 DH7469  NAD 83(2011) Y  - -4,776,005.147 (meters)                     COMP
 DH7469  NAD 83(2011) Z  -  4,032,331.172 (meters)                     COMP
 DH7469  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 DH7469
 DH7469  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7469  Standards:
 DH7469         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7469            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7469  -------------------------------------------------------------------
 DH7469  NETWORK    0.21   0.35           0.09   0.08   0.18     -0.00091122
 DH7469  -------------------------------------------------------------------
 DH7469  Click here for local accuracies and other accuracy information.
 DH7469
 DH7469.The horizontal coordinates were established by GPS observations
 DH7469.and adjusted by the National Geodetic Survey in June 2012.
 DH7469
 DH7469.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7469.been affixed to the stable North American tectonic plate. See 
 DH7469.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH7469
 DH7469.The horizontal coordinates are valid at the epoch date displayed above
 DH7469.which is a decimal equivalence of Year/Month/Day.
 DH7469
 DH7469.The orthometric height was determined by GPS observations and a
 DH7469.high-resolution geoid model using precise GPS observation and
 DH7469.processing techniques.
 DH7469
 DH7469.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7469.GEOID18 height accuracy estimate available here.
 DH7469
 DH7469.Click photographs - Photos may exist for this station.
 DH7469
 DH7469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7469
 DH7469.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH7469
 DH7469.The ellipsoidal height was determined by GPS observations
 DH7469.and is referenced to NAD 83.
 DH7469
 DH7469. The following values were computed from the NAD 83(2011) position.
 DH7469
 DH7469;                    North         East     Units Scale Factor Converg.
 DH7469;SPC DE       -   162,707.851   183,038.700   MT  0.99999854   -0 07 31.0
 DH7469;SPC DE       -   533,817.34    600,519.47   sFT  0.99999854   -0 07 31.0
 DH7469;UTM  18      - 4,368,619.812   447,202.937   MT  0.99963432   -0 23 24.5
 DH7469
 DH7469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7469!SPC DE       -   1.00000479  x   0.99999854  =   1.00000333
 DH7469!UTM  18      -   1.00000479  x   0.99963432  =   0.99963911
 DH7469
 DH7469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4720268619(NAD 83)
 DH7469
 DH7469                          SUPERSEDED SURVEY CONTROL
 DH7469
 DH7469  NAD 83(2007)-  39 27 55.94225(N)    075 36 49.55094(W) AD(2002.00) 1
 DH7469  ELLIP H (04/14/09)  -30.501  (m)                       GP(2002.00) 2 1
 DH7469  NAD 83(1991)-  39 27 55.94235(N)    075 36 49.55076(W) AD(       ) 1
 DH7469  ELLIP H (12/29/05)  -30.498  (m)                       GP(       ) 2 1
 DH7469  NAVD 88 (12/29/05)    3.1    (m)  GEOID03  model used  GPS OBS        
 DH7469
 DH7469.Superseded values are not recommended for survey control.
 DH7469
 DH7469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7469.See file dsdata.pdf to determine how the superseded data were derived.
 DH7469
 DH7469_MARKER: DD = SURVEY DISK
 DH7469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7469_STAMPING: NCC-19 2005
 DH7469_MARK LOGO: DE-003
 DH7469_PROJECTION: FLUSH
 DH7469_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7469+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 DH7469
 DH7469  HISTORY     - Date     Condition        Report By
 DH7469  HISTORY     - 20051006 MONUMENTED       JMTMD
 DH7469  HISTORY     - 20130711 GOOD             DELCOS
 DH7469
 DH7469                          STATION DESCRIPTION
 DH7469
 DH7469'DESCRIBED BY JMT ENGINEERING 2005 (BRH)
 DH7469'STATION IS LOCATED IN NEW CASTLE COUNTY DELAWARE NEAR THE TWIN
 DH7469'BRIDGES. IT IS ABOUT 5.6  MI (9.0 KM) EAST OF MIDDLETOWN, DE ABOUT 7.5
 DH7469'MI (12.1 KM) SOUTH OF DELAWARE CITY, DE AND  ABOUT 6 MI (9.7 KM) SOUTH
 DH7469'OF THE CHESAPEAKE AND DELAWARE CANAL.
 DH7469'
 DH7469'TO REACH THE STATION FROM THE INTERSECTION OF US 13 AND SR 896 AT
 DH7469'BOYDS CORNER,  PROCEED SOUTH ON US 13 FOR 0.35 MI (0.6 KM) TO THE
 DH7469'TRAFFIC SIGNAL AT THE INTERSECTION WITH  BAYVIEW ROAD. TURN LEFT ON TO
 DH7469'BAYVIEW ROAD. PROCEED EAST 0.3 MI (0.5 KM), CROSSING OVER  SR 1, TO
 DH7469'VANCE NECK ROAD. TURN RIGHT ON VANCE NECK ROAD, PROCEED APPROXIMATELY
 DH7469'3.25 MI  (5.2 KM) TO THE END OF VANCE NECK ROAD AT THE INTERSECTION
 DH7469'WITH SILVER RUN ROAD (SR 9).  TURN RIGHT ON SILVER RUN ROAD. PROCEED
 DH7469'SOUTH APPROXIMATELY 0.8 MI (1.3 KM) TO THE  STATION ON THE LEFT.
 DH7469'
 DH7469'STATION IS IN THE WINGWALL ON THE SOUTH CORNER OF THE NORTHEASTERNMOST
 DH7469'OF THE TWIN  BRIDGES (BRIDGE NO. 391) OVER DRAWER CREEK. STATION IS
 DH7469'APPROXIMATELY 8 FT (2.4 M)  SOUTHEAST OF THE SOLID WHITE LINE ON THE
 DH7469'SOUTHEAST SIDE OF SILVER RUN ROAD (SR 9), 1.7 FT  (0.5 M) SOUTH OF THE
 DH7469'CORNER INTERSECTION OF THE WINGWALL AND PARAPET WALL, 3 FT (1 M)
 DH7469'NORTHWEST OF THE SOUTHWEST END OF THE RAILING ALONG THE SOUTHEAST SIDE
 DH7469'OF THE  BRIDGE. A 3 INCH BRASS DISK STAMPED NCC-19 2005 SET IN THE TOP
 DH7469'OF A 1 FT (0.3 M) CONCRETE  MONUMENT FLUSH WITH THE GROUND.
 DH7469
 DH7469                          STATION RECOVERY (2013)
 DH7469
 DH7469'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DH7469'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DH7470 ***********************************************************************
 DH7470  DESIGNATION -  NCC20
 DH7470  PID         -  DH7470
 DH7470  STATE/COUNTY-  DE/NEW CASTLE
 DH7470  COUNTRY     -  US
 DH7470  USGS QUAD   -  TAYLORS BRIDGE (2016)
 DH7470
 DH7470                         *CURRENT SURVEY CONTROL
 DH7470  ______________________________________________________________________
 DH7470* NAD 83(2011) POSITION- 39 27 49.71836(N) 075 37 00.06340(W)   ADJUSTED
 DH7470* NAD 83(2011) ELLIP HT-   -31.197 (meters)        (06/27/12)   ADJUSTED
 DH7470* NAD 83(2011) EPOCH   -  2010.00
 DH7470* NAVD 88 ORTHO HEIGHT -     2.4   (meters)        8.    (feet) GPS OBS
 DH7470  ______________________________________________________________________
 DH7470  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH7470  GEOID HEIGHT    -        -33.566 (meters)                     GEOID03
 DH7470  GEOID HEIGHT    -        -33.603 (meters)                     GEOID18
 DH7470  NAD 83(2011) X  -  1,224,833.560 (meters)                     COMP
 DH7470  NAD 83(2011) Y  - -4,776,185.248 (meters)                     COMP
 DH7470  NAD 83(2011) Z  -  4,032,182.565 (meters)                     COMP
 DH7470  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 DH7470
 DH7470  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7470  Standards:
 DH7470         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7470            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7470  -------------------------------------------------------------------
 DH7470  NETWORK    0.21   0.37           0.09   0.08   0.19      0.07866939
 DH7470  -------------------------------------------------------------------
 DH7470  Click here for local accuracies and other accuracy information.
 DH7470
 DH7470.The horizontal coordinates were established by GPS observations
 DH7470.and adjusted by the National Geodetic Survey in June 2012.
 DH7470
 DH7470.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7470.been affixed to the stable North American tectonic plate. See 
 DH7470.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DH7470
 DH7470.The horizontal coordinates are valid at the epoch date displayed above
 DH7470.which is a decimal equivalence of Year/Month/Day.
 DH7470
 DH7470.The orthometric height was determined by GPS observations and a
 DH7470.high-resolution geoid model.
 DH7470
 DH7470.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7470.GEOID18 height accuracy estimate available here.
 DH7470
 DH7470.Click photographs - Photos may exist for this station.
 DH7470
 DH7470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7470
 DH7470.The Laplace correction was computed from DEFLEC18 derived deflections.
 DH7470
 DH7470.The ellipsoidal height was determined by GPS observations
 DH7470.and is referenced to NAD 83.
 DH7470
 DH7470. The following values were computed from the NAD 83(2011) position.
 DH7470
 DH7470;                    North         East     Units Scale Factor Converg.
 DH7470;SPC DE       -   162,516.467   182,786.962   MT  0.99999865   -0 07 37.7
 DH7470;SPC DE       -   533,189.44    599,693.56   sFT  0.99999865   -0 07 37.7
 DH7470;UTM  18      - 4,368,429.663   446,950.409   MT  0.99963465   -0 23 31.1
 DH7470
 DH7470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7470!SPC DE       -   1.00000489  x   0.99999865  =   1.00000354
 DH7470!UTM  18      -   1.00000489  x   0.99963465  =   0.99963954
 DH7470
 DH7470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4695068429(NAD 83)
 DH7470
 DH7470                          SUPERSEDED SURVEY CONTROL
 DH7470
 DH7470  NAD 83(2007)-  39 27 49.71862(N)    075 37 00.06418(W) AD(2002.00) 1
 DH7470  ELLIP H (04/14/09)  -31.175  (m)                       GP(2002.00) 2 1
 DH7470  NAD 83(1991)-  39 27 49.71871(N)    075 37 00.06398(W) AD(       ) 1
 DH7470  ELLIP H (12/29/05)  -31.172  (m)                       GP(       ) 2 1
 DH7470
 DH7470.Superseded values are not recommended for survey control.
 DH7470
 DH7470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7470.See file dsdata.pdf to determine how the superseded data were derived.
 DH7470
 DH7470_MARKER: DD = SURVEY DISK
 DH7470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7470_STAMPING: NCC-20 2005
 DH7470_MARK LOGO: DE-003
 DH7470_PROJECTION: FLUSH
 DH7470_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7470+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 DH7470
 DH7470  HISTORY     - Date     Condition        Report By
 DH7470  HISTORY     - 20051006 MONUMENTED       JMTMD
 DH7470  HISTORY     - 20130711 GOOD             DELCOS
 DH7470
 DH7470                          STATION DESCRIPTION
 DH7470
 DH7470'DESCRIBED BY JMT ENGINEERING 2005 (BRH)
 DH7470'STATION IS LOCATED IN NEW CASTLE COUNTY DELAWARE NEAR THE TWIN
 DH7470'BRIDGES. IT IS ABOUT 5.6  MI (9.0 KM) EAST OF MIDDLETOWN, DE ABOUT 7.5
 DH7470'MI (12.1 KM) SOUTH OF DELAWARE CITY, DE AND  ABOUT 6 MI (9.7 KM) SOUTH
 DH7470'OF THE CHESAPEAKE AND DELAWARE CANAL.
 DH7470'
 DH7470'TO REACH THE STATION FROM THE INTERSECTION OF US 13 AND SR 896 AT
 DH7470'BOYDS CORNER,  PROCEED SOUTH ON US 13 FOR 0.35 MI (0.6 KM) TO THE
 DH7470'TRAFFIC SIGNAL AT THE INTERSECTION WITH  BAYVIEW ROAD. TURN LEFT ON TO
 DH7470'BAYVIEW ROAD. PROCEED EAST 0.3 MI (0.5 KM), CROSSING OVER  SR 1, TO
 DH7470'VANCE NECK ROAD. TURN RIGHT ON VANCE NECK ROAD, PROCEED APPROXIMATELY
 DH7470'3.25 MI  (5.2 KM) TO THE END OF VANCE NECK ROAD AT THE INTERSECTION
 DH7470'WITH SILVER RUN ROAD (SR 9).  TURN RIGHT ON SILVER RUN ROAD. PROCEED
 DH7470'SOUTH APPROXIMATELY 0.9 MI (1.4 KM) TO THE  STATION ON THE LEFT.
 DH7470'
 DH7470'STATION IS IN THE WINGWALL ON THE EAST CORNER OF THE SOUTHWESTERNMOST
 DH7470'OF THE TWIN  BRIDGES (BRIDGE NO. 392) OVER APPOQUINIMINK CREEK.
 DH7470'STATION IS APPROXIMATELY 10 FT (3 M)  SOUTHEAST OF THE SOLID WHITE
 DH7470'LINE ON THE SOUTHEAST SIDE OF SILVER RUN ROAD (SR 9), 2.7 FT  (0.8 M)
 DH7470'SOUTHEAST OF THE CORNER INTERSECTION OF THE WINGWALL AND PARAPET WALL,
 DH7470'2 FT (0.6  M) NORTH OF THE NORTHEAST END OF THE RAILING ALONG THE
 DH7470'SOUTHEAST SIDE OF THE BRIDGE. A  3 INCH BRASS DISK STAMPED NCC-20 2005
 DH7470'SET IN THE TOP OF A 1 FT (0.3 M) CONCRETE MONUMENT  FLUSH WITH THE
 DH7470'GROUND.
 DH7470
 DH7470                          STATION RECOVERY (2013)
 DH7470
 DH7470'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 DH7470'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1660 ***********************************************************************
 HU1660  HT_MOD      -  This is a Height Modernization Survey Station.
 HU1660  DESIGNATION -  NECK RM 3
 HU1660  PID         -  HU1660
 HU1660  STATE/COUNTY-  DE/SUSSEX
 HU1660  COUNTRY     -  US
 HU1660  USGS QUAD   -  WHALEYVILLE (2016)
 HU1660
 HU1660                         *CURRENT SURVEY CONTROL
 HU1660  ______________________________________________________________________
 HU1660* NAD 83(2011) POSITION- 38 27 22.75773(N) 075 20 05.48047(W)   ADJUSTED
 HU1660* NAD 83(2011) ELLIP HT-   -24.805 (meters)        (12/20/17)   ADJUSTED
 HU1660* NAD 83(2011) EPOCH   -  2010.00
 HU1660* NAVD 88 ORTHO HEIGHT -    11.04  (meters)       36.2   (feet) GPS OBS
 HU1660  ______________________________________________________________________
 HU1660  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 HU1660  GEOID HEIGHT    -        -35.839 (meters)                     GEOID12B
 HU1660  GEOID HEIGHT    -        -35.841 (meters)                     GEOID18
 HU1660  NAD 83(2011) X  -  1,266,117.389 (meters)                     COMP
 HU1660  NAD 83(2011) Y  - -4,838,141.737 (meters)                     COMP
 HU1660  NAD 83(2011) Z  -  3,945,218.306 (meters)                     COMP
 HU1660  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 HU1660
 HU1660  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU1660  Standards:
 HU1660         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU1660            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU1660  -------------------------------------------------------------------
 HU1660  NETWORK    1.17   1.00           0.51   0.44   0.51     -0.19995699
 HU1660  -------------------------------------------------------------------
 HU1660  Click here for local accuracies and other accuracy information.
 HU1660
 HU1660.The horizontal coordinates were established by GPS observations
 HU1660.and adjusted by the MASER CONSULTING in December 2017.
 HU1660
 HU1660.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU1660.been affixed to the stable North American tectonic plate. See 
 HU1660.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU1660
 HU1660.The horizontal coordinates are valid at the epoch date displayed above
 HU1660.which is a decimal equivalence of Year/Month/Day.
 HU1660
 HU1660.The orthometric height was determined by GPS observations and a
 HU1660.high-resolution geoid model using precise GPS observation and
 HU1660.processing techniques.
 HU1660
 HU1660.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1660.GEOID18 height accuracy estimate available here.
 HU1660
 HU1660.Click photographs - Photos may exist for this station.
 HU1660
 HU1660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU1660
 HU1660.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1660
 HU1660.The ellipsoidal height was determined by GPS observations
 HU1660.and is referenced to NAD 83.
 HU1660
 HU1660. The following values were computed from the NAD 83(2011) position.
 HU1660
 HU1660;                    North         East     Units Scale Factor Converg.
 HU1660;SPC DE       -    50,654.979   207,140.871   MT  0.99999563   +0 03 03.2
 HU1660;SPC DE       -   166,190.54    679,594.67   sFT  0.99999563   +0 03 03.2
 HU1660;SPC MD       -    88,980.399   545,331.344   MT  0.99997648   +1 02 42.4
 HU1660;SPC MD       -   291,929.86  1,789,141.25   sFT  0.99997648   +1 02 42.4
 HU1660;UTM  18      - 4,256,499.917   470,783.634   MT  0.99961051   -0 12 29.7
 HU1660
 HU1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1660!SPC DE       -   1.00000389  x   0.99999563  =   0.99999952
 HU1660!SPC MD       -   1.00000389  x   0.99997648  =   0.99998037
 HU1660!UTM  18      -   1.00000389  x   0.99961051  =   0.99961440
 HU1660
 HU1660:                Primary Azimuth Mark                     Grid Az
 HU1660:SPC DE       -  NECK                                     148 52 25.4
 HU1660:SPC MD       -  NECK                                     147 52 46.2
 HU1660:UTM  18      -  NECK                                     149 07 58.3
 HU1660
 HU1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7078356499(NAD 83)
 HU1660
 HU1660|---------------------------------------------------------------------|
 HU1660| PID    Reference Object                     Distance      Geod. Az  |
 HU1660|                                                           dddmmss.s |
 HU1660| HU1655 NECK                                APPROX. 0.6 KM 1485528.6 |
 HU1660|---------------------------------------------------------------------|
 HU1660
 HU1660                          SUPERSEDED SURVEY CONTROL
 HU1660
 HU1660  NAD 83(1991)-  38 27 22.75878(N)    075 20 05.48048(W) AD(       ) 2
 HU1660  NAD 83(1986)-  38 27 22.74572(N)    075 20 05.50380(W) AD(       ) 2
 HU1660  NAD 27      -  38 27 22.33297(N)    075 20 06.81018(W) AD(       ) 2
 HU1660  NGVD 29 (07/19/86)   11.2    (m)           37.     (f) VERT ANG       
 HU1660
 HU1660.Superseded values are not recommended for survey control.
 HU1660
 HU1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1660.See file dsdata.pdf to determine how the superseded data were derived.
 HU1660
 HU1660_MARKER: DR = REFERENCE MARK DISK
 HU1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1660_STAMPING: NECK NO 3 1974
 HU1660_MARK LOGO: NGS
 HU1660_PROJECTION: FLUSH
 HU1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1660+STABILITY: SURFACE MOTION
 HU1660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1660+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2013
 HU1660
 HU1660  HISTORY     - Date     Condition        Report By
 HU1660  HISTORY     - 1974     MONUMENTED       NGS
 HU1660  HISTORY     - 20040922 GOOD             GEOCAC
 HU1660  HISTORY     - 20130614 GOOD             DELCOS
 HU1660
 HU1660                          STATION DESCRIPTION
 HU1660
 HU1660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 HU1660'THE SATAION MARK IS A STANDARD DISK STAMPED NECK NO 3 1974, SET IN
 HU1660'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 HU1660'INCHES ABOVE THE GROUND SURFACE.  IT IS 25 FEET SOUTHEAST OF A 24-INCH
 HU1660'RED BUD TREE, 23 FEET NORTH-NORTHWEST OF THE CENTER OF THE PAVED ROAD
 HU1660'AND 3 FEET EAST-SOUTHEAST OF A POWERLINE POLE NUMBER 25-22 WITH A
 HU1660'TRANSFORMER.
 HU1660'
 HU1660'TO REACH THE STATION FROM THE POST OFFICE IN SELBYVILLE, DELAWARE,
 HU1660'GO SOUTHWEST ON CHURCH STREET FOR .25 MILE TO A RAILROAD CROSSING,
 HU1660'CONTINUE SOUTHWEST ON CHURCH STREET FOR .35 MILE TO THE JUNCTION OF US
 HU1660'HIGHWAY 113.  TURN LEFT AND GO SOUTH ON US HIGHWAY 113 FOR .3 MILE TO
 HU1660'A CROSSROAD JUST AFTER CROSSING THE MARYLAND-DELAWARE STATE LINE. TURN
 HU1660'RIGHT AND GO WEST-SOUTHWEST ON A PAVED ROAD FOR 1.05 MILES TO A CROSS-
 HU1660'ROAD.  CONTINUE SOUTHWEST ON PAVED ROAD FOR .6 MILE TO A T-ROAD
 HU1660'JUNCTION.  TURN RIGHT AND GO NORTHWEST ON PAVED ROAD FOR 1.25 MILES TO
 HU1660'A SHARP CURVE TO THE LEFT.  CONTINUE SOUTHERLY ON PAVED ROAD FOR .5
 HU1660'MILE TO A SAND ROAD RIGHT.  TURN RIGHT AND GO WESTERLY ON A SAND ROAD
 HU1660'FOR 1.15 MILE TO A WOODEN BRIDGE.  CONTINUE AHEAD ON SAND ROAD FOR .85
 HU1660'MILE TO A T-ROAD JUNCTION.  TURN RIGHT AND GO NORTHERLY ON SAND ROAD
 HU1660'FOR .5 MILE TO THE STATION ON THE RIGHT.
 HU1660
 HU1660                          STATION RECOVERY (2004)
 HU1660
 HU1660'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 HU1660'THE STATION IS FLUSH WITH THE SURFACE, 23.0 FEET NORTH-NORTHWEST OF
 HU1660'THE CENTERLINE OF THE PAVED ROAD, 3.0 FEET EAST-SOUTHEAST OF UTILITY
 HU1660'POLE NUMBER 7489, AND IN THE MIDST OF A TEN-FOOT DIAMETER GROUP OF
 HU1660'DENSELY PACKED SHRUBS.
 HU1660
 HU1660                          STATION RECOVERY (2013)
 HU1660
 HU1660'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU1660'SHRUBS PREVIOUSLY LISTED HAVE BEEN REMOVED.  PREVIOSLY LISTED POLE
 HU1660'NUMBER 7489 HAS BEEN CHANGED TO POLE NUMBER PR2-244 25-22.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1908 ***********************************************************************
 JU1908  DESIGNATION -  NEW CASTLE
 JU1908  PID         -  JU1908
 JU1908  STATE/COUNTY-  DE/NEW CASTLE
 JU1908  COUNTRY     -  US
 JU1908  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1908
 JU1908                         *CURRENT SURVEY CONTROL
 JU1908  ______________________________________________________________________
 JU1908* NAD 83(1991) POSITION- 39 39 29.53330(N) 075 33 42.77567(W)   ADJUSTED
 JU1908* NAVD 88 ORTHO HEIGHT -     1.948 (meters)        6.39  (feet) ADJUSTED
 JU1908  ______________________________________________________________________
 JU1908  GEOID HEIGHT    -        -33.139 (meters)                     GEOID18
 JU1908  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 JU1908  DYNAMIC HEIGHT  -          1.947 (meters)        6.39  (feet) COMP
 JU1908  MODELED GRAVITY -    980,156.6   (mgal)                       NAVD 88
 JU1908
 JU1908  HORZ ORDER      -  SECOND
 JU1908  VERT ORDER      -  FIRST     CLASS I
 JU1908
 JU1908.The horizontal coordinates were established by classical geodetic methods
 JU1908.and adjusted by the National Geodetic Survey in January 1992.
 JU1908
 JU1908.The orthometric height was determined by differential leveling and
 JU1908.adjusted by the NATIONAL GEODETIC SURVEY
 JU1908.in June 1991.
 JU1908
 JU1908.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1908.GEOID18 height accuracy estimate available here.
 JU1908
 JU1908.Click photographs - Photos may exist for this station.
 JU1908
 JU1908.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1908
 JU1908.The dynamic height is computed by dividing the NAVD 88
 JU1908.geopotential number by the normal gravity value computed on the
 JU1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1908.degrees latitude (g = 980.6199 gals.).
 JU1908
 JU1908.The modeled gravity was interpolated from observed gravity values.
 JU1908
 JU1908. The following values were computed from the NAD 83(1991) position.
 JU1908
 JU1908;                    North         East     Units Scale Factor Converg.
 JU1908;SPC DE       -   184,090.064   187,537.945   MT  0.99999691   -0 05 33.6
 JU1908;SPC DE       -   603,968.82    615,280.74   sFT  0.99999691   -0 05 33.6
 JU1908;SPC NJ       -    92,107.023    58,879.433   MT  1.00000219   -0 40 39.9
 JU1908;SPC NJ       -   302,187.79    193,173.61   sFT  1.00000219   -0 40 39.9
 JU1908;UTM  18      - 4,389,973.132   451,799.489   MT  0.99962860   -0 21 31.0
 JU1908
 JU1908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1908!SPC DE       -   1.00000489  x   0.99999691  =   1.00000180
 JU1908!SPC NJ       -   1.00000489  x   1.00000219  =   1.00000708
 JU1908!UTM  18      -   1.00000489  x   0.99962860  =   0.99963349
 JU1908
 JU1908:                Primary Azimuth Mark                     Grid Az
 JU1908:SPC DE       -  DELAWARE CITY FORT DUPONT TANK           191 23 04.4
 JU1908:SPC NJ       -  DELAWARE CITY FORT DUPONT TANK           191 58 10.7
 JU1908:UTM  18      -  DELAWARE CITY FORT DUPONT TANK           191 39 01.8
 JU1908
 JU1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5179989973(NAD 83)
 JU1908
 JU1908|---------------------------------------------------------------------|
 JU1908| PID    Reference Object                     Distance      Geod. Az  |
 JU1908|                                                           dddmmss.s |
 JU1908| JU3692 BELLEVUE REAR RANGE LIGHT           APPROX. 7.9 KM 0284106.1 |
 JU1908| JU3678 AIRWAY BEACON 66A                   APPROX. 5.7 KM 0285131.5 |
 JU1908| JU3688 CHRISTINA RIVER N ENT LIGHT         APPROX. 8.1 KM 0331004.3 |
 JU1908| JU3259 DEEPWATER POINT REAR RANGE          APPROX. 7.5 KM 0514136.3 |
 JU1908| JU3757 NEW CASTLE                          245.380 METERS 08117     |
 JU1908| JU1906 NEW CASTLE RM 1                      62.262 METERS 13942     |
 JU1908| JU3766 FINNS POINT REAR RANGE LIGHT        APPROX. 5.2 KM 1521428.1 |
 JU1908| JU3782 REEDY PT CANAL S BREAKWATER LT      APPROX.10.9 KM 1795139.5 |
 JU1908| JU3791 REEDY PT CANAL N BREAKWATER LT      APPROX.10.6 KM 1800353.8 |
 JU1908| JU3789 PEA PATCH ISLAND LIGHT              APPROX. 7.5 KM 1815833.5 |
 JU1908| JU3790 REEDY PT CANAL ENTRANCE LIGHT       APPROX.10.8 KM 1815918.1 |
 JU1908| JU3775 BAKER REAR RANGE LIGHT              APPROX.13.0 KM 1830046.9 |
 JU1908| JU1904 NEW CASTLE RM 2                      53.075 METERS 18649     |
 JU1908| JU3772 DELAWARE CITY FORT DUPONT TANK      APPROX.10.3 KM 1911730.8 |
 JU1908| JU3713 PEA PATCH IS UPPER DIKE BCN         APPROX. 1.6 KM 2002123.2 |
 JU1908| JU3793 LISTON REAR RANGE LIGHT             APPROX.16.4 KM 2040906.4 |
 JU1908| JU3719 PEA PATCH IS MIDDLE DIKE BCN        APPROX. 2.9 KM 2105819.8 |
 JU1908| JU3668 BULKHEAD BAR FRONT RANGE LIGHT      APPROX. 1.0 KM 2510924.6 |
 JU1908| JU3837 WASHINGTON NY AWY BCN 64            APPROX.16.5 KM 2622516.0 |
 JU1908|---------------------------------------------------------------------|
 JU1908
 JU1908                          SUPERSEDED SURVEY CONTROL
 JU1908
 JU1908  NAD 83(1986)-  39 39 29.52754(N)    075 33 42.78297(W) AD(       ) 2
 JU1908  NAD 27      -  39 39 29.12400(N)    075 33 44.05600(W) AD(       ) 2
 JU1908  NGVD 29 (01/10/92)    2.207  (m)            7.24   (f) ADJUSTED    1 1
 JU1908  NGVD 29               2.21   (m)            7.3    (f) LEVELING    3  
 JU1908  NGVD 29 (??/??/87)    2.207  (m)            7.24   (f) SUPERSEDED  1 1
 JU1908
 JU1908.Superseded values are not recommended for survey control.
 JU1908
 JU1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1908.See file dsdata.pdf to determine how the superseded data were derived.
 JU1908
 JU1908_MARKER: DS = TRIANGULATION STATION DISK
 JU1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1908_STAMPING: NEW CASTLE 1933
 JU1908_MARK LOGO: CGS
 JU1908_PROJECTION: RECESSED
 JU1908_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1908+STABILITY: SURFACE MOTION
 JU1908
 JU1908  HISTORY     - Date     Condition        Report By
 JU1908  HISTORY     - 1933     MONUMENTED       CGS
 JU1908  HISTORY     - 1953     GOOD             CGS
 JU1908  HISTORY     - 1964     GOOD             CGS
 JU1908  HISTORY     - 1964     GOOD             CGS
 JU1908  HISTORY     - 1976     GOOD             LOCENG
 JU1908  HISTORY     - 1979     GOOD             NGS
 JU1908  HISTORY     - 1980     GOOD             LOCENG
 JU1908  HISTORY     - 1982     GOOD             NOS
 JU1908  HISTORY     - 19910330 GOOD             USPSQD
 JU1908  HISTORY     - 19910416 MARK NOT FOUND   USPSQD
 JU1908  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1908
 JU1908                          STATION DESCRIPTION
 JU1908
 JU1908'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU1908'THIS STATION IS ON THE MUNICIPAL PIER AT THE END OF DELAWARE
 JU1908'STREET IN NEW CASTLE, DELAWARE.  THE STATION IS IN THE N
 JU1908'CORNER OF THE PIER, JUST SE OF A SEA WALL WHICH IS A
 JU1908'CONTINUATION OF A BUILDING (THE WALL IS CONCRETE AND ABOUT 3
 JU1908'FEET HIGH).  THE MARK IS 15.5 FEET SE OF THE SEA WALL MENTIONED
 JU1908'ABOVE.  12.2 FEET SW OF BULKHEAD.  98 FEET NE OF CENTER OF
 JU1908'DELAWARE STREET.  AND IS FLUSH WITH THE GROUND.
 JU1908'
 JU1908'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU1908'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A, AND 11B.
 JU1908'
 JU1908'REFERENCE MARK NO.1 IS SE OF THE STATION NEAR THE E CORNER OF
 JU1908'THE PIER.  8.6 FEET S OF MOORING POST.  19.5 FEET NE OF
 JU1908'RUNWAY.  34 FEET NW OF E CORNER OF PIER.  THE DISTANCE BETWEEN
 JU1908'REFERENCE MARK NO.1 AND THE STATION WAS USED FOR THE BASE OF A
 JU1908'TRIANGLE IN LOCATING NEW CASTLE-UNITED STATES ARMY ENGINEERS
 JU1908'1900.  THE MARK IS FLUSH WITH THE GROUND.
 JU1908'
 JU1908'REFERENCE MARK NO.2 IS S OF THE STATION, SET IN A DRILLED HOLE
 JU1908'WITH CONCRETE IN THE SW BULKHEAD.  THE MARK IS AT THE END OF
 JU1908'THE SW BULKHEAD WHICH IS THE W CORNER OF THE PIER.
 JU1908'
 JU1908'FOR A DETAILED NOTE OF NEW CASTLE-UNITED STATES ARMY ENGINEERS
 JU1908'1900 SEE DESCRIPTION.
 JU1908
 JU1908                          STATION RECOVERY (1953)
 JU1908
 JU1908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 JU1908'ON THE NORTHWEST SIDE OF THE DELAWARE RIVER, IN THE TOWN OF
 JU1908'NEW CASTLE, ON THE SOUTHWEST SIDE OF THE MUNICIPAL PIER, 63.0
 JU1908'FEET NORTHWEST FROM THE SOUTHEAST CORNER OF THE PIER, 11.4 FEET
 JU1908'SOUTHEAST FROM BENCH MARK NO. 2.  A STANDARD REFERENCE MARK
 JU1908'DISK SET IN THE TOP OF A 2-FOOT THICK CONCRETE RETAINING WALL
 JU1908'WHICH SURROUNDS THE MUNICIPAL PIER, AND STAMPED NEW CASTLE
 JU1908'NO. 2 1933.
 JU1908
 JU1908                          STATION RECOVERY (1964)
 JU1908
 JU1908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RRG)
 JU1908'THE STATION AND RM 1 AND 2 WERE RECOVERED AND IN GOOD
 JU1908'CONDITION.  THE STATION IS LOCATED AT NEW CASTLE, AT THE
 JU1908'MUNICIPAL PIER WHICH IS AT THE SOUTHEAST END OF DELAWARE
 JU1908'STREET, NEAR THE NORTH CORNER OF THE SOUTHEAST END OF DELAWARE
 JU1908'DELAWARE STREET, NEAR THE NORTH CORNER OF THE PIER, 98 FEET
 JU1908'NORTHEAST OF THE CENTER LINE OF DELAWARE STREET, 15.6 FEET
 JU1908'SOUTHEAST OF A 3-FOOT HIGH SEA WALL, 12.2 FEET SOUTHWEST OF THE
 JU1908'BULKHEAD, AND SET IN THE TOP OF A CONCRETE POST 3 INCHES BELOW
 JU1908'THE LEVEL OF THE GROUND AND STAMPED NEW CASTLE 1933.
 JU1908'REFERENCE ARK NO. 1 IS 204.2 FEET SOUTHEAST OF THE STATION,
 JU1908'34 FEET NORTHWEST OF THE EAST CORNER OF PIER, 19.6 FEET
 JU1908'NORTHEAST OF THE CENTER LINE OF BOAT LAUNCH RAMP, 8.6 FEET
 JU1908'SOUTH OF A MOORING POST, SET IN THE TOP OF A CONCRETE POST
 JU1908'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.  THE DISK
 JU1908'IS STAMPED NEW CASTLE NO 1 1933.
 JU1908'
 JU1908'REFERENCE MARK NO. 2 IS 63 FEET NORTHWEST OF THE SOUTH CORNER
 JU1908'OF THE MUNICIPAL PIER, 11.5 FEET NORTHWEST OF TIDAL MARK NO. 2,
 JU1908'AND SET ON THE TOP OF A 2-FOOT WIDE RETAINING WALL AND STAMPED
 JU1908'NEW CASTLE NO 2 1933.
 JU1908
 JU1908                          STATION RECOVERY (1964)
 JU1908
 JU1908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU1908'AT NEW CASTLE.
 JU1908'AT NEW CASTLE, AT THE MUNICIPAL PIER WHICH IS AT THE SOUTHEAST
 JU1908'END OF DELAWARE STREET, AT THE NORTH CORNER OF THE PIER, 98 FEET
 JU1908'NORTHEAST OF CENTER LINE OF THE STREET, 15.6 FEET SOUTHEAST OF A
 JU1908'3-FOOT HIGH SEA WALL, 12.2 FEET SOUTHWEST OF THE BULKHEAD, AND
 JU1908'SET IN THE TOP OF A CONCRETE POST 3 INCHES BELOW SURFACE OF THE
 JU1908'GROUND.
 JU1908
 JU1908                          STATION RECOVERY (1976)
 JU1908
 JU1908'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (MJE)
 JU1908'RECOVERED BY BJ CAMPAGNA ASSOC INC.
 JU1908'
 JU1908'NEW CASTLE 1933 GOOD FOUND AS DESCRIBED.
 JU1908
 JU1908                          STATION RECOVERY (1979)
 JU1908
 JU1908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1908'ADD 87.5 FEET NORTHEAST OF THE NORTH CORNER OF A BUILDING NOW
 JU1908'KNOWN AS THE RECREATION CENTER.
 JU1908
 JU1908                          STATION RECOVERY (1980)
 JU1908
 JU1908'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (WW)
 JU1908'RECOVERED BY VANDEMARK LYNCH INC.
 JU1908'
 JU1908'NEW CASTLE - 1933 GOOD- STATION AND REFERENCE.
 JU1908'
 JU1908'R.M NO.1 - 1933 GOOD- MARKS ADEQUATLY
 JU1908'
 JU1908'R.M NO.2 - 1933 GOOD- DESCRIBED.
 JU1908
 JU1908                          STATION RECOVERY (1982)
 JU1908
 JU1908'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU1908'THE STATION AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED.
 JU1908'REFERENCE MARK 1 COULD NOT BE FOUND.  A WITNESS POST AND SIGN
 JU1908'WERE SET 1.295 METERS NORTH FROM THE STATION.  THE STATION IS
 JU1908'IN DANGER OF BEING DESTROYED DUE TO CITY WATERFRONT
 JU1908'RENOVATION.
 JU1908'
 JU1908'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.56 METERS.
 JU1908
 JU1908                          STATION RECOVERY (1991)
 JU1908
 JU1908'RECOVERY NOTE BY US POWER SQUADRON 1991 (EC)
 JU1908'RECOVERED IN GOOD CONDITION.
 JU1908
 JU1908                          STATION RECOVERY (1991)
 JU1908
 JU1908'RECOVERY NOTE BY US POWER SQUADRON 1991 (WA)
 JU1908'MARK NOT FOUND.
 JU1908
 JU1908                          STATION RECOVERY (2013)
 JU1908
 JU1908'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1908'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3757 ***********************************************************************
 JU3757  DESIGNATION -  NEW CASTLE
 JU3757  PID         -  JU3757
 JU3757  STATE/COUNTY-  DE/NEW CASTLE
 JU3757  COUNTRY     -  US
 JU3757  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3757
 JU3757                         *CURRENT SURVEY CONTROL
 JU3757  ______________________________________________________________________
 JU3757* NAD 83(1991) POSITION- 39 39 30.73905(N) 075 33 32.60099(W)   ADJUSTED
 JU3757* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) VERTCON3
 JU3757  ______________________________________________________________________
 JU3757  GEOID HEIGHT    -        -33.142 (meters)                     GEOID18
 JU3757  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 JU3757  HORZ ORDER      -  SECOND
 JU3757
 JU3757.The horizontal coordinates were established by classical geodetic methods
 JU3757.and adjusted by the National Geodetic Survey in January 1992.
 JU3757
 JU3757.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3757
 JU3757.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3757.GEOID18 height accuracy estimate available here.
 JU3757
 JU3757.Click photographs - Photos may exist for this station.
 JU3757
 JU3757.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3757
 JU3757. The following values were computed from the NAD 83(1991) position.
 JU3757
 JU3757;                    North         East     Units Scale Factor Converg.
 JU3757;SPC DE       -   184,126.862   187,780.551   MT  0.99999684   -0 05 27.1
 JU3757;SPC DE       -   604,089.55    616,076.69   sFT  0.99999684   -0 05 27.1
 JU3757;SPC NJ       -    92,141.342    59,122.403   MT  1.00000165   -0 40 33.4
 JU3757;SPC NJ       -   302,300.39    193,970.75   sFT  1.00000165   -0 40 33.4
 JU3757;UTM  18      - 4,390,008.790   452,042.174   MT  0.99962832   -0 21 24.5
 JU3757
 JU3757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3757!SPC DE       -   1.00000487  x   0.99999684  =   1.00000171
 JU3757!SPC NJ       -   1.00000487  x   1.00000165  =   1.00000652
 JU3757!UTM  18      -   1.00000487  x   0.99962832  =   0.99963319
 JU3757
 JU3757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5204290008(NAD 83)
 JU3757
 JU3757|---------------------------------------------------------------------|
 JU3757| PID    Reference Object                     Distance      Geod. Az  |
 JU3757|                                                           dddmmss.s |
 JU3757| JU1906 NEW CASTLE RM 1                                    24717     |
 JU3757| JU1908 NEW CASTLE                          245.381 METERS 26117     |
 JU3757|---------------------------------------------------------------------|
 JU3757
 JU3757                          SUPERSEDED SURVEY CONTROL
 JU3757
 JU3757  NAD 83(1986)-  39 39 30.73328(N)    075 33 32.60834(W) AD(       ) 2
 JU3757  NAD 27      -  39 39 30.33000(N)    075 33 33.88200(W) AD(       ) 2
 JU3757  USSD        -  39 39 30.79000(N)    075 33 33.75000(W) AD(       ) 3
 JU3757  NGVD 29 (06/08/88)    2.     (m)            7.     (f) VERT ANG       
 JU3757
 JU3757.Superseded values are not recommended for survey control.
 JU3757
 JU3757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3757.See file dsdata.pdf to determine how the superseded data were derived.
 JU3757
 JU3757_MARKER: H = DRILL HOLE
 JU3757_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU3757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JU3757_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3757
 JU3757  HISTORY     - Date     Condition        Report By
 JU3757  HISTORY     - 1900     MONUMENTED       USACE
 JU3757  HISTORY     - 1933     GOOD             CGS
 JU3757  HISTORY     - 1946     GOOD             CGS
 JU3757  HISTORY     - 1984     GOOD             NOS
 JU3757
 JU3757                          STATION DESCRIPTION
 JU3757
 JU3757'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3757'THIS STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  ON
 JU3757'UPPER ICE BREAKER IN NEW CASTLE HARBOR WHICH IS AT THE END
 JU3757'OF DELAWARE STREET.  THE STATION IS MARKED BY A LARGE TRIANGLE,
 JU3757'WITH A ROUND HOLE IN THE CENTER, IN LARGE STONE ON TOP OF ICE
 JU3757'BREAKER.  IT IS 10.2 FEET FROM UPPER W MOORING POST.  23.2 FEET
 JU3757'FROM CENTER OF UPPER E MOORING POST.  27.5 FEET FROM CENTER OF
 JU3757'LOWER E MOORING POST AND 18.1 FEET FROM CENTER OF LOWER W
 JU3757'MOORING POST.  THE MARK WAS TIED IN TO NEW CASTLE-UNITED
 JU3757'STATES COAST AND GEODETIC SURVEY 1933 BY TRIANGULATION.
 JU3757
 JU3757                          STATION RECOVERY (1946)
 JU3757
 JU3757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3757'STATION RECOVERED AS DESCRIBED.  THE ORIGINAL DESCRIPTION IS
 JU3757'ADEQUATE.
 JU3757
 JU3757                          STATION RECOVERY (1984)
 JU3757
 JU3757'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU3757'THE STATION IS LOCATED ON THE WESTERN SHORE OF DELAWARE RIVER,
 JU3757'JUST OFFSHORE FROM THE TOWN OF NEW CASTLE.
 JU3757'
 JU3757'TO REACH THE STATION FROM THE BOAT RAMP IN NEW CASTLE, GO BY BOAT
 JU3757'NORTH TO THE NORTHERNMOST ICE BREAKER IN THE RIVER AND THE
 JU3757'STATION.
 JU3757'
 JU3757'THE STATION IS A STANDARD USE DISK UNSTAMPED, SET ON TOP OF THE
 JU3757'ICE BREAKER.
 JU3757'
 JU3757'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.81 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3706 ***********************************************************************
 JU3706  DESIGNATION -  NEW CASTLE COURTHOUSE
 JU3706  PID         -  JU3706
 JU3706  STATE/COUNTY-  DE/NEW CASTLE
 JU3706  COUNTRY     -  US
 JU3706  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3706
 JU3706                         *CURRENT SURVEY CONTROL
 JU3706  ______________________________________________________________________
 JU3706* NAD 83(1991) POSITION- 39 39 35.34118(N) 075 33 49.01332(W)   ADJUSTED
 JU3706* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU3706  ______________________________________________________________________
 JU3706  GEOID HEIGHT    -        -33.132 (meters)                     GEOID18
 JU3706  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC18
 JU3706  HORZ ORDER      -  THIRD
 JU3706
 JU3706.The horizontal coordinates were established by classical geodetic methods
 JU3706.and adjusted by the National Geodetic Survey in January 1992.
 JU3706
 JU3706.The orthometric height was scaled from a topographic map.
 JU3706
 JU3706.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3706.GEOID18 height accuracy estimate available here.
 JU3706
 JU3706.Click photographs - Photos may exist for this station.
 JU3706
 JU3706.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3706
 JU3706. The following values were computed from the NAD 83(1991) position.
 JU3706
 JU3706;                    North         East     Units Scale Factor Converg.
 JU3706;SPC DE       -   184,269.427   187,389.544   MT  0.99999696   -0 05 37.6
 JU3706;SPC DE       -   604,557.28    614,793.86   sFT  0.99999696   -0 05 37.6
 JU3706;SPC NJ       -    92,287.893    58,732.870   MT  1.00000252   -0 40 44.0
 JU3706;SPC NJ       -   302,781.20    192,692.76   sFT  1.00000252   -0 40 44.0
 JU3706;UTM  18      - 4,390,153.115   451,651.976   MT  0.99962878   -0 21 35.0
 JU3706
 JU3706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3706!SPC DE       -   1.00000492  x   0.99999696  =   1.00000188
 JU3706!SPC NJ       -   1.00000492  x   1.00000252  =   1.00000744
 JU3706!UTM  18      -   1.00000492  x   0.99962878  =   0.99963370
 JU3706
 JU3706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5165190153(NAD 83)
 JU3706
 JU3706                          SUPERSEDED SURVEY CONTROL
 JU3706
 JU3706  NAD 83(1986)-  39 39 35.33570(N)    075 33 49.01905(W) AD(       ) 3
 JU3706  NAD 27      -  39 39 34.93200(N)    075 33 50.30600(W) AD(       ) 3
 JU3706  USSD        -  39 39 35.33000(N)    075 33 50.13000(W) AD(       ) 3
 JU3706
 JU3706.Superseded values are not recommended for survey control.
 JU3706
 JU3706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3706.See file dsdata.pdf to determine how the superseded data were derived.
 JU3706
 JU3706_MARKER: 86 = CUPOLA
 JU3706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3706+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2002
 JU3706
 JU3706  HISTORY     - Date     Condition        Report By
 JU3706  HISTORY     - 1892     FIRST OBSERVED   CGS
 JU3706  HISTORY     - 1984     GOOD             USPSQD
 JU3706  HISTORY     - 19971018 GOOD             USPSQD
 JU3706  HISTORY     - 20021109 GOOD             USPSQD
 JU3706  HISTORY     - 20070929 GOOD             GEOCAC
 JU3706
 JU3706                          STATION DESCRIPTION
 JU3706
 JU3706'DESCRIBED BY US POWER SQUADRON 1984 (JLM)
 JU3706'LIGHT BLUE AND WHITE DOME ON A BRICK BUILDING WITH A WEATHERVANE ON
 JU3706'TOP.
 JU3706'
 JU3706'IT IS LOCATED BETWEEN MARKET AND 3RD ST. ON EAST SIDE OF DELAWARE
 JU3706'ST.
 JU3706
 JU3706                          STATION RECOVERY (1997)
 JU3706
 JU3706'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU3706'RECOVERED IN GOOD CONDITION.
 JU3706
 JU3706                          STATION RECOVERY (2002)
 JU3706
 JU3706'RECOVERY NOTE BY US POWER SQUADRON 2002 (WPS)
 JU3706'BLUE OF DOME HAS FADED TO APPEAR NEARLY WHITE.
 JU3706
 JU3706                          STATION RECOVERY (2007)
 JU3706
 JU3706'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 JU3706'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2539 ***********************************************************************
 JU2539  DESIGNATION -  NEW CASTLE RANGE FRONT LIGHT
 JU2539  PID         -  JU2539
 JU2539  STATE/COUNTY-  DE/NEW CASTLE
 JU2539  COUNTRY     -  US
 JU2539  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2539
 JU2539                         *CURRENT SURVEY CONTROL
 JU2539  ______________________________________________________________________
 JU2539* NAD 83(1991) POSITION- 39 38 32.60846(N) 075 35 43.52744(W)   ADJUSTED
 JU2539  ______________________________________________________________________
 JU2539  GEOID HEIGHT    -        -33.138 (meters)                     GEOID18
 JU2539  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC18
 JU2539  HORZ ORDER      -  THIRD
 JU2539
 JU2539.The horizontal coordinates were established by classical geodetic methods
 JU2539.and adjusted by the National Geodetic Survey in January 1992.
 JU2539
 JU2539.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2539.GEOID18 height accuracy estimate available here.
 JU2539
 JU2539.Click photographs - Photos may exist for this station.
 JU2539
 JU2539.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2539
 JU2539. The following values were computed from the NAD 83(1991) position.
 JU2539
 JU2539;                    North         East     Units Scale Factor Converg.
 JU2539;SPC DE       -   182,339.641   184,655.938   MT  0.99999790   -0 06 50.6
 JU2539;SPC DE       -   598,225.97    605,825.36   sFT  0.99999790   -0 06 50.6
 JU2539;SPC NJ       -    90,386.101    55,979.682   MT  1.00000880   -0 41 56.1
 JU2539;SPC NJ       -   296,541.73    183,660.01   sFT  1.00000880   -0 41 56.1
 JU2539;UTM  18      - 4,388,236.739   448,910.451   MT  0.99963213   -0 22 47.6
 JU2539
 JU2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4891088236(NAD 83)
 JU2539
 JU2539                          SUPERSEDED SURVEY CONTROL
 JU2539
 JU2539  NAD 83(1986)-  39 38 32.60230(N)    075 35 43.53439(W) AD(       ) 3
 JU2539
 JU2539.Superseded values are not recommended for survey control.
 JU2539
 JU2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2539.See file dsdata.pdf to determine how the superseded data were derived.
 JU2539
 JU2539_MARKER: 15 = RANGE MARKER
 JU2539_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2539
 JU2539  HISTORY     - Date     Condition        Report By
 JU2539  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU2539  HISTORY     - 20070929 GOOD             GEOCAC
 JU2539
 JU2539                          STATION DESCRIPTION
 JU2539
 JU2539'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2539'THE STATION, NEW CASTLE RANGE FRONT LIGHT,
 JU2539'IS THE CENTER OF THE LIGHT ATOP THE LIGHT STRUCTURE.
 JU2539'IT IS COAST GUARD LL  2202.
 JU2539'
 JU2539'THE STATION IS LOCATED ON THE WEST SHORE OF DELAWARE RIVER,
 JU2539'SOUTH FROM THE TOWN OF NEW CASTLE.
 JU2539'
 JU2539'TO REACH THE STATION FROM THE TOWN OF NEW CASTLE, GO BY BOAT
 JU2539'SOUTH TO THE STATION ON THE RIGHT.
 JU2539
 JU2539                          STATION RECOVERY (2007)
 JU2539
 JU2539'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 JU2539'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2540 ***********************************************************************
 JU2540  DESIGNATION -  NEW CASTLE RANGE REAR LIGHT
 JU2540  PID         -  JU2540
 JU2540  STATE/COUNTY-  DE/NEW CASTLE
 JU2540  COUNTRY     -  US
 JU2540  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2540
 JU2540                         *CURRENT SURVEY CONTROL
 JU2540  ______________________________________________________________________
 JU2540* NAD 83(1991) POSITION- 39 38 53.36594(N) 075 35 56.46383(W)   ADJUSTED
 JU2540  ______________________________________________________________________
 JU2540  GEOID HEIGHT    -        -33.117 (meters)                     GEOID18
 JU2540  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC18
 JU2540  HORZ ORDER      -  THIRD
 JU2540
 JU2540.The horizontal coordinates were established by classical geodetic methods
 JU2540.and adjusted by the National Geodetic Survey in January 1992.
 JU2540
 JU2540.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2540.GEOID18 height accuracy estimate available here.
 JU2540
 JU2540.Click photographs - Photos may exist for this station.
 JU2540
 JU2540.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2540
 JU2540. The following values were computed from the NAD 83(1991) position.
 JU2540
 JU2540;                    North         East     Units Scale Factor Converg.
 JU2540;SPC DE       -   182,980.441   184,348.787   MT  0.99999801   -0 06 58.9
 JU2540;SPC DE       -   600,328.33    604,817.65   sFT  0.99999801   -0 06 58.9
 JU2540;SPC NJ       -    91,030.011    55,679.085   MT  1.00000950   -0 42 04.7
 JU2540;SPC NJ       -   298,654.29    182,673.80   sFT  1.00000950   -0 42 04.7
 JU2540;UTM  18      - 4,388,878.723   448,606.388   MT  0.99963252   -0 22 56.0
 JU2540
 JU2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4860688878(NAD 83)
 JU2540
 JU2540                          SUPERSEDED SURVEY CONTROL
 JU2540
 JU2540  NAD 83(1986)-  39 38 53.35934(N)    075 35 56.47050(W) AD(       ) 3
 JU2540
 JU2540.Superseded values are not recommended for survey control.
 JU2540
 JU2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2540.See file dsdata.pdf to determine how the superseded data were derived.
 JU2540
 JU2540_MARKER: 15 = RANGE MARKER
 JU2540_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2540
 JU2540  HISTORY     - Date     Condition        Report By
 JU2540  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU2540
 JU2540                          STATION DESCRIPTION
 JU2540
 JU2540'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2540'THE STATION, NEW CASTLE RANGE REAR LIGHT, IS THE CENTER
 JU2540'OF THE LIGHT ATOP THE LIGHT STRUCTURE.  IT IS COAST GUARD
 JU2540'LL  2203.
 JU2540'
 JU2540'THE STATION IS LOCATED SOUTHWEST OF NEW CASTLE ON THE SIDE OF THE
 JU2540'ROAD NEAR GRANTHAM LANE.
 JU2540'
 JU2540'TO REACH THE STATION FROM THE JUNCTION OF DE 41 AND DE 9 IN NEW
 JU2540'CASTLE, GO SOUTHWEST ON DE 9 TO ITS JUNCTION WITH GRANTHAM
 JU2540'LANE, AND THE STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1904 ***********************************************************************
 JU1904  DESIGNATION -  NEW CASTLE RM 2
 JU1904  PID         -  JU1904
 JU1904  STATE/COUNTY-  DE/NEW CASTLE
 JU1904  COUNTRY     -  US
 JU1904  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1904
 JU1904                         *CURRENT SURVEY CONTROL
 JU1904  ______________________________________________________________________
 JU1904* NAD 83(1986) POSITION- 39 39 27.82   (N) 075 33 43.04   (W)   HD_HELD1
 JU1904* NAVD 88 ORTHO HEIGHT -     1.723 (meters)        5.65  (feet) ADJUSTED
 JU1904  ______________________________________________________________________
 JU1904  GEOID HEIGHT    -        -33.140 (meters)                     GEOID18
 JU1904  DYNAMIC HEIGHT  -          1.722 (meters)        5.65  (feet) COMP
 JU1904  MODELED GRAVITY -    980,156.4   (mgal)                       NAVD 88
 JU1904
 JU1904  VERT ORDER      -  FIRST     CLASS I
 JU1904
 JU1904.The horizontal coordinates were determined by differentially corrected
 JU1904.hand held GPS observations or other comparable positioning techniques
 JU1904.and have an estimated accuracy of +/- 3 meters.
 JU1904
 JU1904.The orthometric height was determined by differential leveling and
 JU1904.adjusted by the NATIONAL GEODETIC SURVEY
 JU1904.in June 1991.
 JU1904
 JU1904.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1904.GEOID18 height accuracy estimate available here.
 JU1904
 JU1904.Click photographs - Photos may exist for this station.
 JU1904
 JU1904.The dynamic height is computed by dividing the NAVD 88
 JU1904.geopotential number by the normal gravity value computed on the
 JU1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1904.degrees latitude (g = 980.6199 gals.).
 JU1904
 JU1904.The modeled gravity was interpolated from observed gravity values.
 JU1904
 JU1904;                    North         East    Units  Estimated Accuracy
 JU1904;SPC DE       -   184,037.2     187,531.6     MT  (+/- 3 meters HH1 GPS) 
 JU1904
 JU1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5179289920(NAD 83)
 JU1904
 JU1904                          SUPERSEDED SURVEY CONTROL
 JU1904
 JU1904  NGVD 29 (01/10/92)    2.038  (m)            6.69   (f) ADJUSTED    1 1
 JU1904  NGVD 29 (??/??/87)    2.038  (m)            6.69   (f) SUPERSEDED  1 1
 JU1904
 JU1904.Superseded values are not recommended for survey control.
 JU1904
 JU1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1904.See file dsdata.pdf to determine how the superseded data were derived.
 JU1904
 JU1904_MARKER: DR = REFERENCE MARK DISK
 JU1904_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU1904_SP_SET: RETAINING WALL
 JU1904_STAMPING: NEW CASTLE NO 2 1933
 JU1904_MARK LOGO: CGS
 JU1904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1904+STABILITY: SURFACE MOTION
 JU1904
 JU1904  HISTORY     - Date     Condition        Report By
 JU1904  HISTORY     - 1933     MONUMENTED       CGS
 JU1904  HISTORY     - 1963     GOOD             CGS
 JU1904  HISTORY     - 1979     GOOD             NGS
 JU1904  HISTORY     - 19910330 MARK NOT FOUND   USPSQD
 JU1904  HISTORY     - 19910416 MARK NOT FOUND   USPSQD
 JU1904  HISTORY     - 19910423 MARK NOT FOUND   USGS
 JU1904  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1904
 JU1904                          STATION DESCRIPTION
 JU1904
 JU1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JU1904'AT NEW CASTLE.
 JU1904'AT NEW CASTLE, NEW CASTLE COUNTY, ON THE NORTHWEST SIDE OF DELAWARE
 JU1904'RIVER, ON THE SOUTHWEST SIDE OF THE MUNICIPAL PIER, 63 FEET
 JU1904'NORTHWEST OF THE SOUTH CORNER OF THE PIER, 11.5 FOOT NORTHWEST
 JU1904'OF TIDAL 2 DESCRIBED BELOW, AND IN THE TOP OF A 2-FOOT-WIDE
 JU1904'RETAINING WALL.  A STANDARD REFERENCE-MARK DISK, STAMPED NEW
 JU1904'CASTLE NO 2 1933.
 JU1904
 JU1904                          STATION RECOVERY (1963)
 JU1904
 JU1904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU1904'RECOVERED IN GOOD CONDITION.
 JU1904
 JU1904                          STATION RECOVERY (1979)
 JU1904
 JU1904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1904'RECOVERED IN GOOD CONDITION.
 JU1904
 JU1904                          STATION RECOVERY (1991)
 JU1904
 JU1904'RECOVERY NOTE BY US POWER SQUADRON 1991 (SC)
 JU1904'MARK NOT FOUND.
 JU1904
 JU1904                          STATION RECOVERY (1991)
 JU1904
 JU1904'RECOVERY NOTE BY US POWER SQUADRON 1991 (WA)
 JU1904'MARK NOT FOUND.
 JU1904
 JU1904                          STATION RECOVERY (1991)
 JU1904
 JU1904'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1904'MARK NOT FOUND.
 JU1904
 JU1904                          STATION RECOVERY (2013)
 JU1904
 JU1904'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1904'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3834 ***********************************************************************
 JU3834  DESIGNATION -  NEWARK CHRYSLER LARGER TANK
 JU3834  PID         -  JU3834
 JU3834  STATE/COUNTY-  DE/NEW CASTLE
 JU3834  COUNTRY     -  US
 JU3834  USGS QUAD   -  NEWARK WEST (2016)
 JU3834
 JU3834                         *CURRENT SURVEY CONTROL
 JU3834  ______________________________________________________________________
 JU3834* NAD 83(1991) POSITION- 39 39 54.19315(N) 075 45 30.78522(W)   ADJUSTED
 JU3834  ______________________________________________________________________
 JU3834  GEOID HEIGHT    -        -33.021 (meters)                     GEOID18
 JU3834  LAPLACE CORR    -          0.89  (seconds)                    DEFLEC18
 JU3834  HORZ ORDER      -  THIRD
 JU3834
 JU3834.The horizontal coordinates were established by classical geodetic methods
 JU3834.and adjusted by the National Geodetic Survey in January 1992.
 JU3834
 JU3834.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3834.GEOID18 height accuracy estimate available here.
 JU3834
 JU3834.Click photographs - Photos may exist for this station.
 JU3834
 JU3834.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3834
 JU3834. The following values were computed from the NAD 83(1991) position.
 JU3834
 JU3834;                    North         East     Units Scale Factor Converg.
 JU3834;SPC DE       -   184,896.388   170,663.110   MT  1.00000559   -0 13 05.6
 JU3834;SPC DE       -   606,614.23    559,917.22   sFT  1.00000559   -0 13 05.6
 JU3834;SPC MD       -   222,565.110   506,529.709   MT  1.00004470   +0 46 45.0
 JU3834;SPC MD       -   730,199.03  1,661,839.55   sFT  1.00004470   +0 46 45.0
 JU3834;UTM  18      - 4,390,857.456   434,934.667   MT  0.99965212   -0 29 03.1
 JU3834
 JU3834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3493490857(NAD 83)
 JU3834
 JU3834                          SUPERSEDED SURVEY CONTROL
 JU3834
 JU3834  NAD 83(1986)-  39 39 54.18724(N)    075 45 30.79159(W) AD(       ) 3
 JU3834  NAD 27      -  39 39 53.79500(N)    075 45 32.03900(W) AD(       ) 3
 JU3834
 JU3834.Superseded values are not recommended for survey control.
 JU3834
 JU3834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3834.See file dsdata.pdf to determine how the superseded data were derived.
 JU3834
 JU3834_MARKER: 53 = ELEVATED TANK
 JU3834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3834+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2010
 JU3834
 JU3834  HISTORY     - Date     Condition        Report By
 JU3834  HISTORY     - 1958     FIRST OBSERVED   CGS
 JU3834  HISTORY     - 1984     GOOD             LOCENG
 JU3834  HISTORY     - 19910715 GOOD             USPSQD
 JU3834  HISTORY     - 20011203 GOOD             NGS
 JU3834  HISTORY     - 20030316 GOOD             USPSQD
 JU3834  HISTORY     - 20100925 GOOD             GEOCAC
 JU3834
 JU3834                          STATION DESCRIPTION
 JU3834
 JU3834'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JU3834'STATION IS LOCATED AT THE NEWARK CHRYSLER CORPORATION ASSEMBLY
 JU3834'PLANT.  IT IS LOCATED AT THE SOUTHWEST CORNER OF THE BOILER
 JU3834'ROOM BRICK BUILDING.  IT IS OF STEEL CONSTRUCTION.  IT HAS 8
 JU3834'LEGS AND IS PAINTED SILVER AND BLUE.  THE TOP OF TANK IS 135
 JU3834'FEET HIGH.  THE POINT INTERSECTED WAS THE BALL FINIAL.
 JU3834'
 JU3834'STATION MAY BE REACHED BY GOING ABOUT 0.4 MILE SOUTH ALONG
 JU3834'STATE HIGHWAY 896 FROM ITS OVERPASS OVER THE PENNSYLVANIA
 JU3834'RAILROAD AT NEWARK, THENCE 0.2 MILE WEST ALONG THE NORTH SIDE
 JU3834'OF THE ASSEMBLY PLANT BUILDING TO WATER TANK.
 JU3834
 JU3834                          STATION RECOVERY (1984)
 JU3834
 JU3834'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (JLM)
 JU3834'STATION RECOVERED AS INDICATED.
 JU3834
 JU3834                          STATION RECOVERY (1991)
 JU3834
 JU3834'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSU)
 JU3834'RECOVERED IN GOOD CONDITION.
 JU3834
 JU3834                          STATION RECOVERY (2001)
 JU3834
 JU3834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU3834'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU3834
 JU3834                          STATION RECOVERY (2003)
 JU3834
 JU3834'RECOVERY NOTE BY US POWER SQUADRON 2003 (DWG)
 JU3834'RECOVERED IN GOOD CONDITION.
 JU3834
 JU3834                          STATION RECOVERY (2010)
 JU3834
 JU3834'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 JU3834'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3815 ***********************************************************************
 JU3815  DESIGNATION -  NEWARK MUNICIPAL TANK
 JU3815  PID         -  JU3815
 JU3815  STATE/COUNTY-  DE/NEW CASTLE
 JU3815  COUNTRY     -  US
 JU3815  USGS QUAD   -  NEWARK EAST (2016)
 JU3815
 JU3815                         *CURRENT SURVEY CONTROL
 JU3815  ______________________________________________________________________
 JU3815* NAD 83(1991) POSITION- 39 41 28.26578(N) 075 43 26.76483(W)   ADJUSTED
 JU3815  ______________________________________________________________________
 JU3815  GEOID HEIGHT    -        -32.976 (meters)                     GEOID18
 JU3815  LAPLACE CORR    -          0.57  (seconds)                    DEFLEC18
 JU3815  HORZ ORDER      -  THIRD
 JU3815
 JU3815.The horizontal coordinates were established by classical geodetic methods
 JU3815.and adjusted by the National Geodetic Survey in January 1992.
 JU3815
 JU3815.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3815.GEOID18 height accuracy estimate available here.
 JU3815
 JU3815.Click photographs - Photos may exist for this station.
 JU3815
 JU3815.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3815
 JU3815. The following values were computed from the NAD 83(1991) position.
 JU3815
 JU3815;                    North         East     Units Scale Factor Converg.
 JU3815;SPC DE       -   187,787.006   173,629.195   MT  1.00000356   -0 11 46.8
 JU3815;SPC DE       -   616,097.87    569,648.45   sFT  1.00000356   -0 11 46.8
 JU3815;SPC MD       -   225,507.041   509,445.160   MT  1.00005110   +0 48 02.9
 JU3815;SPC MD       -   739,851.02  1,671,404.66   sFT  1.00005110   +0 48 02.9
 JU3815;SPC PA S     -    41,727.565   773,768.970   MT  1.00004668   +1 18 51.8
 JU3815;SPC PA S     -   136,901.19  2,538,607.03   sFT  1.00004668   +1 18 51.8
 JU3815;UTM  18      - 4,393,733.249   437,913.084   MT  0.99964746   -0 27 44.9
 JU3815
 JU3815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3791393733(NAD 83)
 JU3815
 JU3815                          SUPERSEDED SURVEY CONTROL
 JU3815
 JU3815  NAD 83(1986)-  39 41 28.25978(N)    075 43 26.77132(W) AD(       ) 3
 JU3815  NAD 27      -  39 41 27.86400(N)    075 43 28.02600(W) AD(       ) 3
 JU3815
 JU3815.Superseded values are not recommended for survey control.
 JU3815
 JU3815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3815.See file dsdata.pdf to determine how the superseded data were derived.
 JU3815
 JU3815_MARKER: 53 = ELEVATED TANK
 JU3815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3815+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2010
 JU3815
 JU3815  HISTORY     - Date     Condition        Report By
 JU3815  HISTORY     - 1958     FIRST OBSERVED   CGS
 JU3815  HISTORY     - 20100925 GOOD             GEOCAC
 JU3815
 JU3815                          STATION DESCRIPTION
 JU3815
 JU3815'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4295 ***********************************************************************
 JU4295  DESIGNATION -  NEWPORT AZ MK RESET
 JU4295  PID         -  JU4295
 JU4295  STATE/COUNTY-  DE/NEW CASTLE
 JU4295  COUNTRY     -  US
 JU4295  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU4295
 JU4295                         *CURRENT SURVEY CONTROL
 JU4295  ______________________________________________________________________
 JU4295* NAD 83(1991) POSITION- 39 42 36.01139(N) 075 36 29.41680(W)   ADJUSTED
 JU4295* NAVD 88 ORTHO HEIGHT -     9.45  (meters)       31.0   (feet) RESET
 JU4295  ______________________________________________________________________
 JU4295  GEOID HEIGHT    -        -32.959 (meters)                     GEOID18
 JU4295  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 JU4295  HORZ ORDER      -  THIRD
 JU4295  VERT ORDER      -  THIRD
 JU4295
 JU4295.The horizontal coordinates were established by classical geodetic methods
 JU4295.and adjusted by the National Geodetic Survey in March 1999.
 JU4295
 JU4295.The orthometric height was computed from unverified reset data.
 JU4295
 JU4295.No vertical observational check was made to the station.
 JU4295
 JU4295.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4295.GEOID18 height accuracy estimate available here.
 JU4295
 JU4295.Click photographs - Photos may exist for this station.
 JU4295
 JU4295.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4295
 JU4295. The following values were computed from the NAD 83(1991) position.
 JU4295
 JU4295;                    North         East     Units Scale Factor Converg.
 JU4295;SPC DE       -   189,848.712   183,577.786   MT  0.99999832   -0 07 20.5
 JU4295;SPC DE       -   622,861.98    602,288.12   sFT  0.99999832   -0 07 20.5
 JU4295;UTM  18      - 4,395,747.990   447,867.556   MT  0.99963346   -0 23 18.9
 JU4295
 JU4295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4295!SPC DE       -   1.00000369  x   0.99999832  =   1.00000201
 JU4295!UTM  18      -   1.00000369  x   0.99963346  =   0.99963715
 JU4295
 JU4295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4786795747(NAD 83)
 JU4295
 JU4295                          SUPERSEDED SURVEY CONTROL
 JU4295
 JU4295  NAVD 88              20.33   (m)           66.7    (f) LEVELING    3  
 JU4295  NGVD 29 (05/17/01)    9.80   (m)           32.2    (f) RESET       3  
 JU4295
 JU4295.Superseded values are not recommended for survey control.
 JU4295
 JU4295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4295.See file dsdata.pdf to determine how the superseded data were derived.
 JU4295
 JU4295_MARKER: DB = BENCH MARK DISK
 JU4295_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JU4295_SP_SET: WALL
 JU4295_STAMPING: NEWPORT AZ MK RESET 1986
 JU4295_MARK LOGO: NGS
 JU4295_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU4295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4295+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2004
 JU4295
 JU4295  HISTORY     - Date     Condition        Report By
 JU4295  HISTORY     - 1986     MONUMENTED       NGS
 JU4295  HISTORY     - 19861231 GOOD             NGS
 JU4295  HISTORY     - 20041012 GOOD             GEOCAC
 JU4295
 JU4295                          STATION DESCRIPTION
 JU4295
 JU4295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JU4295'0.1 MILE (0.2 KM) EAST ALONG DELAWARE 4 (MARKET STREET) FROM THE
 JU4295'NEWPORT POST OFFICE TO THE ON RAMP TO DELAWARE 141 SOUTH BOUND, GO
 JU4295'ABOUT 0.2 MILES (0.3 KM) SOUTH ON DELAWARE 141 UNTIL YOU COME TO THE
 JU4295'END OF WALL OF BRIDGE OVER THE CHRISTINA RIVER, LOCATED 3 FEET
 JU4295'(0.9 M) NORTH OF THE END OF THE WALL IN THE SOUTHWEST CORNER OF THE
 JU4295'BRIDGE, 12.5 FEET (3.8 M) SOUTH OF EXPANSION JOINT ON SOUTH SIDE OF
 JU4295'BRIDGE.
 JU4295
 JU4295                          STATION RECOVERY (1986)
 JU4295
 JU4295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (RGP)
 JU4295'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTH FROM THE NEW CASTLE
 JU4295'COUNTY AIRPORT, 6 KM (3.70 MI) NORTHEAST FROM CHRISTIANA AND IN THE
 JU4295'SOUTH END OF THE WEST PARAPET WALL FOR THE SOUTH BOUND LANE OF THE
 JU4295'HIGHWAY BRIDGE OVER THE CHRISTIAN RIVER IN THE SOUTH EDGE OF NEWPORT.
 JU4295'OWNERSHIP-- ROAD RIGHT OF WAY.  TO REACH FROM THE STATE HIGHWAY 141
 JU4295'OVERPASS BRIDGE OVER THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY 95, GO
 JU4295'NORTHERLY ON STATE HIGHWAY 141 FOR 0.75 KM (0.45 MI) TO THE STATION ON
 JU4295'THE LEFT.  THE STATION MARK IS A STANDARD NGS BENCH MARK DISK
 JU4295'STAMPED---NEWPORT AZ MK RESET 1986---SET IN THE TOP OF THE SOUTH END
 JU4295'OF THE WEST PARAPET WALL FOR THE SOUTH BOUND LANE OF THE HIGHWAY 141
 JU4295'BRIDGE.  IT IS 9.0 METERS (29.5 FT) WEST FROM THE CENTER OF THE SOUTH
 JU4295'BOUND LANE OF THE HIGHWAY, 0.9 METERS (3.0 FT) NORTH FROM THE SOUTH
 JU4295'END OF THE WEST PARAPET WALL, 2.7 METERS (8.9 FT) NORTHEAST FROM A
 JU4295'OVERHEAD LIGHT, 2.3 METERS (7.5 FT) NORTH FROM THE CENTER OF A DROP
 JU4295'INLET, 1.1 METERS (3.6 FT) NORTH-NORTHEAST FROM A WITNESS POST AND 0.9
 JU4295'METER (3.0 FT) ABOVE THE BRIDGE DECK.  THE STATION IS LOCATED 0.8 KM
 JU4295'(0.50 MI) NORTH ALONG STATE HIGHWAY 141 FROM INTERSTATE HIGHWAY 95, IN
 JU4295'THE SOUTH END OF THE WEST PARAPET WALL FOR THE SOUTH BOUND LANE OF THE
 JU4295'STATE HIGHWAY 141 BRIDGE OVER THE CHRISTIANA RIVER WHICH IS JUST SOUTH
 JU4295'FROM NEWPORT, 9.0 METERS (29.5 FT) WEST FROM THE CENTER OF THE SOUTH
 JU4295'BOUND LANE ON STATE HIGHWAY 141, 0.9 METERS (3.0 FT) NORTH FROM THE
 JU4295'SOUTH END OF THE PARAPET WALL, 2.7 METERS (8.9 FT) NORTHEAST FROM A
 JU4295'OVERHEAD STREET LIGHTPOLE AND 2.3 METERS (7.5 FT) NORTH-NORTHEAST FROM
 JU4295'THE CENTER OF A DROP INLET.  BENCH MARK NEWPORT AZ MK RESET 1986
 JU4295'REPLACES OLD STATION.
 JU4295
 JU4295                          STATION RECOVERY (2004)
 JU4295
 JU4295'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JU4295'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1700 ***********************************************************************
 JU1700  DESIGNATION -  NEWPORT RESET
 JU1700  PID         -  JU1700
 JU1700  STATE/COUNTY-  DE/NEW CASTLE
 JU1700  COUNTRY     -  US
 JU1700  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1700
 JU1700                         *CURRENT SURVEY CONTROL
 JU1700  ______________________________________________________________________
 JU1700* NAD 83(1991) POSITION- 39 42 14.56315(N) 075 36 32.16206(W)   ADJUSTED
 JU1700* NAVD 88 ORTHO HEIGHT -     1.394 (meters)        4.57  (feet) ADJUSTED
 JU1700  ______________________________________________________________________
 JU1700  GEOID HEIGHT    -        -32.971 (meters)                     GEOID18
 JU1700  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 JU1700  DYNAMIC HEIGHT  -          1.393 (meters)        4.57  (feet) COMP
 JU1700  MODELED GRAVITY -    980,170.4   (mgal)                       NAVD 88
 JU1700
 JU1700  HORZ ORDER      -  SECOND
 JU1700  VERT ORDER      -  SECOND    CLASS 0
 JU1700
 JU1700.The horizontal coordinates were established by classical geodetic methods
 JU1700.and adjusted by the National Geodetic Survey in January 1992.
 JU1700
 JU1700.The orthometric height was determined by differential leveling and
 JU1700.adjusted by the NATIONAL GEODETIC SURVEY
 JU1700.in June 1991.
 JU1700
 JU1700.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1700.GEOID18 height accuracy estimate available here.
 JU1700
 JU1700.Click photographs - Photos may exist for this station.
 JU1700
 JU1700.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1700
 JU1700.The dynamic height is computed by dividing the NAVD 88
 JU1700.geopotential number by the normal gravity value computed on the
 JU1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1700.degrees latitude (g = 980.6199 gals.).
 JU1700
 JU1700.The modeled gravity was interpolated from observed gravity values.
 JU1700
 JU1700. The following values were computed from the NAD 83(1991) position.
 JU1700
 JU1700;                    North         East     Units Scale Factor Converg.
 JU1700;SPC DE       -   189,187.361   183,510.974   MT  0.99999835   -0 07 22.2
 JU1700;SPC DE       -   620,692.20    602,068.92   sFT  0.99999835   -0 07 22.2
 JU1700;UTM  18      - 4,395,087.198   447,797.698   MT  0.99963355   -0 23 20.4
 JU1700
 JU1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1700!SPC DE       -   1.00000495  x   0.99999835  =   1.00000330
 JU1700!UTM  18      -   1.00000495  x   0.99963355  =   0.99963850
 JU1700
 JU1700:                Primary Azimuth Mark                     Grid Az
 JU1700:SPC DE       -  NEWPORT AZ MK                            001 31 05.0
 JU1700:UTM  18      -  NEWPORT AZ MK                            001 47 03.2
 JU1700
 JU1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4779795087(NAD 83)
 JU1700
 JU1700|---------------------------------------------------------------------|
 JU1700| PID    Reference Object                     Distance      Geod. Az  |
 JU1700|                                                           dddmmss.s |
 JU1700| JU1703 NEWPORT AZ MK                       APPROX. 0.7 KM 0012342.8 |
 JU1700| JU1701 NEWPORT RM 3                         20.263 METERS 04439     |
 JU1700| CB2343 NEWPORT RM 1                         30.361 METERS 05013     |
 JU1700| JU3673 DELAWARE STATE HOSP TALLER TK       APPROX. 2.8 KM 1011831.5 |
 JU1700| JU1699 NEWPORT RM 2                         58.037 METERS 30442     |
 JU1700| JU3699 NEWPORT KREBS CO STACK              APPROX. 0.8 KM 3521715.1 |
 JU1700| JU3700 NEWPORT MUNICIPAL TANK              APPROX. 1.4 KM 3585416.7 |
 JU1700|---------------------------------------------------------------------|
 JU1700
 JU1700                          SUPERSEDED SURVEY CONTROL
 JU1700
 JU1700  NAD 83(1986)-  39 42 14.55827(N)    075 36 32.16950(W) AD(       ) 2
 JU1700  NAD 27      -  39 42 14.15100(N)    075 36 33.43600(W) AD(       ) 2
 JU1700  NGVD 29 (11/26/84)    1.742  (m)            5.72   (f) ADJUSTED    2 0
 JU1700
 JU1700.Superseded values are not recommended for survey control.
 JU1700
 JU1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1700.See file dsdata.pdf to determine how the superseded data were derived.
 JU1700
 JU1700_MARKER: DS = TRIANGULATION STATION DISK
 JU1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1700_STAMPING: NEWPORT 1933 1958
 JU1700_MARK LOGO: CGS
 JU1700_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU1700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1700
 JU1700  HISTORY     - Date     Condition        Report By
 JU1700  HISTORY     - 1959     MONUMENTED       CGS
 JU1700  HISTORY     - 1965     GOOD             CGS
 JU1700  HISTORY     - 1965     GOOD             CGS
 JU1700  HISTORY     - 1966     GOOD             CGS
 JU1700  HISTORY     - 1966     GOOD             CGS
 JU1700  HISTORY     - 19860615 GOOD             NGS
 JU1700  HISTORY     - 19990130 MARK NOT FOUND   USPSQD
 JU1700  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 JU1700
 JU1700                          STATION DESCRIPTION
 JU1700
 JU1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCE)
 JU1700'STATION, AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AS
 JU1700'DESCRIBED AND AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE FOUND IN
 JU1700'GOOD CONDITION.  STATION MARK WAS FOUND DAMAGED AND REFERENCE
 JU1700'MARK NO. 1 IS BELIEVED DESTROYED.  THEREFORE A NEW SURFACE MARK
 JU1700'AND REFERENCE MARK NO. 3 WERE ESTABLISHED.
 JU1700'
 JU1700'AN ERROR WAS FOUND IN THE DISTANCE TO AZIMUTH MARK AND THE
 JU1700'CORRECT DISTANCE SHOULD PROBABLY BE 740.452 METERS INSTEAD OF
 JU1700'740.452 FEET AS LISTED IN 1933 DESCRIPTIONS.  HOWEVER THIS
 JU1700'DISTANCE WAS NOT CHECKED DUE TO CONSIDERABLE CLEARING THROUGH
 JU1700'SWAMP.
 JU1700'
 JU1700'A COMPLETE NEW DESCRIPTION FOLLOWS--
 JU1700'
 JU1700'STATION IS LOCATED IN A VACANT LOT NEAR THE SOUTHEAST CORNER OF
 JU1700'DU PONT PROPERTY, JUST EAST OF LOUIS POTZER RESIDENCE ABOUT 2.0
 JU1700'MILES NORTH OF NEW CASTLE COUNTY AIRPORT, ABOUT 3-1/2 MILES
 JU1700'NORTHEAST OF CHRISTIANA AND ABOUT 0.6 MILES SOUTH OF
 JU1700'NEWPORT.  STATION IS 34 FEET WEST-NORTHWEST OF APPROXIMATE
 JU1700'CENTERLINE OF SURFACED ROAD, 45 FEET NORTH OF POWERLINE POLE NO.
 JU1700'57, 61 FEET EAST-SOUTHEAST OF EAST CORNER OF HOUSE AND 27.8 FEET
 JU1700'NORTH OF A 6X6 INCH CONCRETE PROPERTY CORNER POST.  THE MARK IS A
 JU1700'STANDARD STATION DISK SET IN A 12X12 INCH MONUMENT, FLUSH WITH THE
 JU1700'GROUND AND THE DISK IS STAMPED NEWPORT 1933 1958.  NOTE--1A 7A.
 JU1700'
 JU1700'REFERENCE MARK NO. 2 IS 23 FEET SOUTHEAST OF EAST CORNER OF SHED
 JU1700'AND NEAR THE NORTHEAST EDGE OF YARD.  THE MARK IS A STANDARD
 JU1700'REFERENCE DISK SET IN A 12X12 INCH CONCRETE MONUMENT, PROJECTS 2
 JU1700'INCHES AND THE DISK IS STAMPED NEWPORT NO 2 1933.
 JU1700'
 JU1700'REFERENCE MARK NO. 3 IS 31 FEET WEST-NORTHWEST OF APPROXIMATE
 JU1700'CENTERLINE OF SURFACED ROAD AND 63 FEET SOUTHWEST OF POWERLINE
 JU1700'POLE NO. 58.  THE MARK IS A STANDARD REFERENCE DISK SET IN A
 JU1700'12X12 INCH CONCRETE MONUMENT, FLUSH WITH THE SURFACE OF GROUND
 JU1700'AND THE DISK IS STAMPED NEWPORT NO 3 1933 1958.
 JU1700'
 JU1700'AZIMUTH MARK IS A STANDARD AZIMUTH DISK SET IN A DRILL HOLE IN A
 JU1700'CONCRETE COLUMN NEAR THE DOOR OF CONTROL-HOUSE ON THE EAST SIDE
 JU1700'OF DRAW BRIDGE OVER THE CHRISTIANA RIVER WHICH IS IN THE SOUTH
 JU1700'EDGE OF NEWPORT.  THE DISK IS STAMPED NEWPORT 1933 AZIMUTH.
 JU1700'
 JU1700'A TRAVERSE CONNECTION WAS MADE TO R.M. NO. 2 AND THE DISTANCE
 JU1700'IS SHOWN BELOW.
 JU1700'
 JU1700'A CHECK WAS MADE ON THE DIRECTION TO REFERENCE MARK NO. 2 AND
 JU1700'TANK, SQUAT, BLK. AZ. MK. AND FOUND TO BE CORRECT.
 JU1700'
 JU1700'TO REACH FROM TRAFFIC SIGNAL AT JUNCTION OF NORTH JAMES ST. AND
 JU1700'EAST MARKET ST. (MAIN STREET INTERSECTION) IN NEWPORT, GO
 JU1700'SOUTHERLY ON NORTH JAMES STREET FOR 0.15 TO BRIDGE OVER CHRISTIANA
 JU1700'RIVER AND AZIMUTH ON LEFT (EAST) SIDE OF ROAD.  CONTINUE SOUTHERLY
 JU1700'FOR 0.35 MILE TO SIGNAL LIGHT AT SIDE ROAD RIGHT.  TURN RIGHT AND
 JU1700'GO WESTERLY ON SURFACED FOR 0.2 TO STATION ON RIGHT (NORTHWEST)
 JU1700'SIDE OF ROAD AS DESCRIBED.
 JU1700
 JU1700                          STATION RECOVERY (1965)
 JU1700
 JU1700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 JU1700'STATION, AZIMUTH MARK AND RM 1 AND RM 2 WERE RECOVERED AS
 JU1700'DESCRIBED.  A STEEL WITNESS POST WAS SET 2 FEET N OF STATION MARK.
 JU1700
 JU1700                          STATION RECOVERY (1965)
 JU1700
 JU1700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JU1700'0.5 MI S FROM NEWPORT.
 JU1700'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 41 FROM THE HIGHWAY BRIDGE
 JU1700'OVER THE CHRISTINA RIVER AT NEWPORT, THENCE ABOUT 0.2 MILE
 JU1700'SOUTHWEST ALONG AIRPORT ROAD, 35 FEET NORTHWEST OF THE APPROXIMATE
 JU1700'CENTERLINE OF THE ROAD, 61 1/2 FEET EAST OF THE EAST CORNER OF A
 JU1700'WHITE BRICK HOUSE, RESIDENCE OF MR. POTZER, 45 1/2 FEET NORTH OF
 JU1700'POWERLINE POLE 57, 27 1/2 FEET NORTH OF A CONCRETE PROPERTY LINE
 JU1700'MARKER, 190.5 FEET SOUTHEAST OF R.M. 2, 66.4 FEET SOUTHWEST OF
 JU1700'R.M. 3, 12 FEET WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 JU1700'A DIRT ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 JU1700'GROUND.
 JU1700
 JU1700                          STATION RECOVERY (1966)
 JU1700
 JU1700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EP)
 JU1700'STATION AND RM 2 FOUND IN GOOD CONDITION AS DESCRIBED.
 JU1700
 JU1700                          STATION RECOVERY (1966)
 JU1700
 JU1700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JU1700'RECOVERED IN GOOD CONDITION.
 JU1700
 JU1700                          STATION RECOVERY (1986)
 JU1700
 JU1700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (RGP)
 JU1700'THE STATION WAS RECOVERED AS DESCRIBED.  A NEW AZIMUTH MARK RESET 1986
 JU1700'WAS SET, SEE DESCRIPTION THEREFORE.  THERE IS NO OBJECTS VISIBLE FROM
 JU1700'THE GROUND AT THIS DATE.  DESTROYED.
 JU1700
 JU1700                          STATION RECOVERY (1999)
 JU1700
 JU1700'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU1700'MARK NOT FOUND.
 JU1700
 JU1700                          STATION RECOVERY (2003)
 JU1700
 JU1700'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLG)
 JU1700'AREA CHANGED.  DESCRIPTION INADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1699 ***********************************************************************
 JU1699  DESIGNATION -  NEWPORT RM 2
 JU1699  PID         -  JU1699
 JU1699  STATE/COUNTY-  DE/NEW CASTLE
 JU1699  COUNTRY     -  US
 JU1699  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1699
 JU1699                         *CURRENT SURVEY CONTROL
 JU1699  ______________________________________________________________________
 JU1699* NAD 83(1991) POSITION- 39 42 15.63458(N) 075 36 34.16483(W)   ADJUSTED
 JU1699* NAVD 88 ORTHO HEIGHT -     1.594 (meters)        5.23  (feet) ADJUSTED
 JU1699  ______________________________________________________________________
 JU1699  GEOID HEIGHT    -        -32.970 (meters)                     GEOID18
 JU1699  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 JU1699  DYNAMIC HEIGHT  -          1.593 (meters)        5.23  (feet) COMP
 JU1699  MODELED GRAVITY -    980,170.4   (mgal)                       NAVD 88
 JU1699
 JU1699  HORZ ORDER      -  SECOND
 JU1699  VERT ORDER      -  SECOND    CLASS 0
 JU1699
 JU1699.The horizontal coordinates were established by classical geodetic methods
 JU1699.and adjusted by the National Geodetic Survey in January 1992.
 JU1699
 JU1699.The orthometric height was determined by differential leveling and
 JU1699.adjusted by the NATIONAL GEODETIC SURVEY
 JU1699.in June 1991.
 JU1699
 JU1699.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1699.GEOID18 height accuracy estimate available here.
 JU1699
 JU1699.Click photographs - Photos may exist for this station.
 JU1699
 JU1699.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1699
 JU1699.The dynamic height is computed by dividing the NAVD 88
 JU1699.geopotential number by the normal gravity value computed on the
 JU1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1699.degrees latitude (g = 980.6199 gals.).
 JU1699
 JU1699.The modeled gravity was interpolated from observed gravity values.
 JU1699
 JU1699. The following values were computed from the NAD 83(1991) position.
 JU1699
 JU1699;                    North         East     Units Scale Factor Converg.
 JU1699;SPC DE       -   189,220.508   183,463.334   MT  0.99999837   -0 07 23.5
 JU1699;SPC DE       -   620,800.95    601,912.62   sFT  0.99999837   -0 07 23.5
 JU1699;UTM  18      - 4,395,120.553   447,750.230   MT  0.99963361   -0 23 21.7
 JU1699
 JU1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1699!SPC DE       -   1.00000492  x   0.99999837  =   1.00000329
 JU1699!UTM  18      -   1.00000492  x   0.99963361  =   0.99963853
 JU1699
 JU1699:                Primary Azimuth Mark                     Grid Az
 JU1699:SPC DE       -  NEWPORT AZ MK                            005 26 01.5
 JU1699:UTM  18      -  NEWPORT AZ MK                            005 41 59.7
 JU1699
 JU1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4775095120(NAD 83)
 JU1699
 JU1699|---------------------------------------------------------------------|
 JU1699| PID    Reference Object                     Distance      Geod. Az  |
 JU1699|                                                           dddmmss.s |
 JU1699| JU3700 NEWPORT MUNICIPAL TANK              APPROX. 1.3 KM 0005613.6 |
 JU1699| JU1703 NEWPORT AZ MK                       APPROX. 0.7 KM 0051838.0 |
 JU1699| JU1701 NEWPORT RM 3                         20.263 METERS 10645     |
 JU1699| JU1700 NEWPORT RESET                        58.037 METERS 12442     |
 JU1699| JU3701 NEWPORT DUPONT WATER TANK           APPROX. 0.9 KM 3302322.8 |
 JU1699|---------------------------------------------------------------------|
 JU1699
 JU1699                          SUPERSEDED SURVEY CONTROL
 JU1699
 JU1699  NAD 83(1986)-  39 42 15.62984(N)    075 36 34.17254(W) AD(       ) 2
 JU1699  NAD 27      -  39 42 15.22280(N)    075 36 35.43830(W) AD(       ) 2
 JU1699  NGVD 29               1.94   (m)            6.4    (f) LEVELING    3  
 JU1699  NGVD 29 (11/26/84)    1.942  (m)            6.37   (f) ADJUSTED    2 0
 JU1699
 JU1699.Superseded values are not recommended for survey control.
 JU1699
 JU1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1699.See file dsdata.pdf to determine how the superseded data were derived.
 JU1699
 JU1699_MARKER: DR = REFERENCE MARK DISK
 JU1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1699_STAMPING: NEWPORT NO 2 1958
 JU1699_MARK LOGO: CGS
 JU1699_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU1699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1699
 JU1699  HISTORY     - Date     Condition        Report By
 JU1699  HISTORY     - 1958     MONUMENTED       CGS
 JU1699  HISTORY     - 1965     GOOD             CGS
 JU1699  HISTORY     - 1966     GOOD             CGS
 JU1699  HISTORY     - 1966     GOOD             CGS
 JU1699  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1699  HISTORY     - 19860615 GOOD             NGS
 JU1699  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 JU1699
 JU1699                          STATION DESCRIPTION
 JU1699
 JU1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JU1699'STATION IS LOCATED ABOUT 2.0 MILES NORTH OF NEW CASTLE COUNTY
 JU1699'AIRPORT, ABOUT 3-1/2 MILES NORTHEAST OF CHRISTIANA AND ABOUT
 JU1699'0.6 MILE SOUTH OF NEWPORT.  STATION IS NEAR THE NORTHEAST EDGE
 JU1699'OF THE BACK YARD OF MR. LOUIS POTZER RESIDENCE AND 23 FEET
 JU1699'SOUTHEAST OF THE EAST CORNER OF A SHED.  THE MARK IS A
 JU1699'STANDARD REFERENCE DISK SET IN A 12X12 INCH CONCRETE MONUMENT,
 JU1699'FLUSH WITH THE SURFACE OF GROUND AND THE DISK IS STAMPED
 JU1699'NEWPORT NO 2 1958.
 JU1699'
 JU1699'NEWPORT 1933 IS 34 FEET WEST-NORTHWEST OF APPROXIMATE
 JU1699'CENTERLINE OF SURFACED ROAD, 45 FEET NORTH OF POWERLINE POLE
 JU1699'NO. 57 AND 61 FEET EAST-SOUTHEAST OF EAST CORNER OF HOUSE.  THE
 JU1699'MARK IS A STANDARD STATION DISK SET IN A 12X12 CONCRETE
 JU1699'MONUMENT, FLUSH WITH THE SURFACE OF GROUND AND THE DISK IS
 JU1699'STAMPED NEWPORT 1933 1958.
 JU1699'
 JU1699'REFERENCE MARK NO. 3 IS 31 FEET WEST-NORTHWEST OF APPROXIMATE
 JU1699'CENTERLINE OF SURFACED ROAD AND 63 FEET SOUTHWEST OF POWERLINE
 JU1699'POLE NO. 58.  THE MARK IS A STANDARD REFERENCE DISK SET IN A
 JU1699'12X12 INCH CONCRETE MONUMENT, FLUSH WITH THE GROUND AND THE
 JU1699'DISK IS STAMPED NEWPORT NO 3 1933 1958.
 JU1699'
 JU1699'AZIMUTH MARK IS A STANDARD AZIMUTH DISK SET IN DRILL HOLE IN
 JU1699'THE TOP OF A CONCRETE COLUMN WHICH IS NEAR THE DOOR OF THE
 JU1699'CONTROL HOUSE ON THE EAST SIDE OF BRIDGE OVER THE CHRISTIANA
 JU1699'RIVER IN THE SOUTH EDGE OF NEWPORT.  THE DISK IS STAMPED
 JU1699'NEWPORT 1933 AZIMUTH.
 JU1699'
 JU1699'A TRAVERSE CONNECTION WAS MADE TO NEWPORT 1933 AND THE
 JU1699'DISTANCE IS SHOWN ABOVE.
 JU1699'
 JU1699'TO REACH FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF NORTH
 JU1699'JAMES STREET AND EAST MARKET STREET (MAIN INTERSECTION) IN
 JU1699'NEWPORT, GO SOUTHERLY ON NORTH JAMES STREET FOR 0.15 MILE TO
 JU1699'AZIMUTH MARK ON LEFT AS DESCRIBED.  CONTINUE SOUTHERLY FOR
 JU1699'0.35 MILE TO SIGNAL LIGHT AT SIDE ROAD RIGHT.  TURN RIGHT AND
 JU1699'GO SOUTHWESTERLY ON SURFACED ROAD FOR 0.25 MILE TO DRIVEWAY
 JU1699'RIGHT.  TURN RIGHT AND GO NORTHERLY ON DRIVEWAY FOR 0.05 MILE
 JU1699'TO SMALL SHED IN BACK YARD OF MR. LOUIS POTZERS RESIDENCE AND
 JU1699'STATION AS DESCRIBED.
 JU1699'
 JU1699'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JU1699
 JU1699                          STATION RECOVERY (1965)
 JU1699
 JU1699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JU1699'0.5 MI S FROM NEWPORT.
 JU1699'190.5 FEET NORTHWEST OF NEWPORT, DESCRIBED, 224 1/2 FEET NORTHWEST
 JU1699'OF THE CENTERLINE OF THE ROAD, 129.4 FEET NORTH-NORTHWEST OF THE
 JU1699'NORTH CORNER OF WHITE BRICK POTZER RESIDENCE, 22 1/2 FEET
 JU1699'SOUTHEAST OF THE EAST CORNER OF A SHED AND SET IN TOP OF A
 JU1699'CONCRETE POST PROJECTING 4 INCHES.
 JU1699
 JU1699                          STATION RECOVERY (1966)
 JU1699
 JU1699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EP)
 JU1699'THIS STATION WAS RECOVERED IN GOOD CONDITION, BUT THE
 JU1699'DESCRIPTION IS INADEQUATE.  NEW REFERENCES WERE MADE.  IT IS
 JU1699'45.0 FEET SOUTHWEST OF A 12 INCH FORKED TREE, OF UNDETERMINED
 JU1699'ORIGIN.  34.1 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JU1699'CONCRETE FOUNDATION FOR TWO GAS PUMPS.  THE DISTANCE FROM
 JU1699'NEWPORT 1933 WAS NOT CHECKED BECAUSE OF THE MANY JUNKED CARS
 JU1699'IN LINE.  THE SHED MENTIONED IN THE PREVIOUS DESCRIPTION WAS
 JU1699'TORN DOWN TO MAKE WAY FOR THE GAS PUMPS.
 JU1699
 JU1699                          STATION RECOVERY (1966)
 JU1699
 JU1699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 JU1699'RECOVERED IN GOOD CONDITION.
 JU1699
 JU1699                          STATION RECOVERY (1981)
 JU1699
 JU1699'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1699'MARK NOT FOUND.
 JU1699
 JU1699                          STATION RECOVERY (1986)
 JU1699
 JU1699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (RGP)
 JU1699'RECOVERED AS DESCRIBED IN GOOD CONDITION.  A NEW WITNESS POST WAS SET
 JU1699'0.9 METERS (3.0 FT) SOUTHEAST FROM THE MARK.  PREVIOUS DESTRUCTION
 JU1699'REPORT IS AN ERROR.
 JU1699
 JU1699                          STATION RECOVERY (2003)
 JU1699
 JU1699'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLG)
 JU1699'NOT ACCESSIBLE.  AREA IS A SALVAGE YARD WITH A GUARD DOG AND A CHAIN
 JU1699'LINK FENCE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1701 ***********************************************************************
 JU1701  DESIGNATION -  NEWPORT RM 3
 JU1701  PID         -  JU1701
 JU1701  STATE/COUNTY-  DE/NEW CASTLE
 JU1701  COUNTRY     -  US
 JU1701  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1701
 JU1701                         *CURRENT SURVEY CONTROL
 JU1701  ______________________________________________________________________
 JU1701* NAD 83(1986) POSITION- 39 42 15.45   (N) 075 36 33.35   (W)   HD_HELD1
 JU1701* NAVD 88 ORTHO HEIGHT -     1.270 (meters)        4.17  (feet) ADJUSTED
 JU1701  ______________________________________________________________________
 JU1701  GEOID HEIGHT    -        -32.970 (meters)                     GEOID18
 JU1701  DYNAMIC HEIGHT  -          1.269 (meters)        4.16  (feet) COMP
 JU1701  MODELED GRAVITY -    980,170.4   (mgal)                       NAVD 88
 JU1701
 JU1701  VERT ORDER      -  SECOND    CLASS 0
 JU1701
 JU1701.The horizontal coordinates were determined by differentially corrected
 JU1701.hand held GPS observations or other comparable positioning techniques
 JU1701.and have an estimated accuracy of +/- 3 meters.
 JU1701
 JU1701.The orthometric height was determined by differential leveling and
 JU1701.adjusted by the NATIONAL GEODETIC SURVEY
 JU1701.in June 1991.
 JU1701
 JU1701.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1701.GEOID18 height accuracy estimate available here.
 JU1701
 JU1701.Click photographs - Photos may exist for this station.
 JU1701
 JU1701.The dynamic height is computed by dividing the NAVD 88
 JU1701.geopotential number by the normal gravity value computed on the
 JU1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1701.degrees latitude (g = 980.6199 gals.).
 JU1701
 JU1701.The modeled gravity was interpolated from observed gravity values.
 JU1701
 JU1701;                    North         East    Units  Estimated Accuracy
 JU1701;SPC DE       -   189,214.8     183,482.7     MT  (+/- 3 meters HH1 GPS) 
 JU1701
 JU1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4776995114(NAD 83)
 JU1701
 JU1701                          SUPERSEDED SURVEY CONTROL
 JU1701
 JU1701  NGVD 29 (11/26/84)    1.618  (m)            5.31   (f) ADJUSTED    2 0
 JU1701
 JU1701.Superseded values are not recommended for survey control.
 JU1701
 JU1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1701.See file dsdata.pdf to determine how the superseded data were derived.
 JU1701
 JU1701_MARKER: DR = REFERENCE MARK DISK
 JU1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1701_STAMPING: NEWPORT NO 3 1933 1958
 JU1701_MARK LOGO: CGS
 JU1701_PROJECTION: FLUSH
 JU1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1701+STABILITY: SURFACE MOTION
 JU1701
 JU1701  HISTORY     - Date     Condition        Report By
 JU1701  HISTORY     - 1958     MONUMENTED       CGS
 JU1701  HISTORY     - 1965     GOOD             CGS
 JU1701  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1701  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1701
 JU1701                          STATION DESCRIPTION
 JU1701
 JU1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU1701'0.5 MI S FROM NEWPORT.
 JU1701'66.4 FEET NORTHEAST OF NEWPORT, DESCRIBED, 31 FEET NORTHWEST OF
 JU1701'THE CENTERLINE OF THE ROAD, 124 FEET EAST-NORTHEAST OF THE EAST
 JU1701'CORNER OF WHITE BRICK POTZER RESIDENCE, 64 FEET WEST-SOUTHWEST OF
 JU1701'POWERLINE POLE 58, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 JU1701'SET IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JU1701
 JU1701                          STATION RECOVERY (1981)
 JU1701
 JU1701'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1701'MARK NOT FOUND.
 JU1701
 JU1701                          STATION RECOVERY (2013)
 JU1701
 JU1701'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1701'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3802 ***********************************************************************
 JU3802  DESIGNATION -  NO H B NEAR ST GEORGE
 JU3802  PID         -  JU3802
 JU3802  STATE/COUNTY-  DE/NEW CASTLE
 JU3802  COUNTRY     -  US
 JU3802  USGS QUAD   -  SAINT GEORGES (2016)
 JU3802
 JU3802                         *CURRENT SURVEY CONTROL
 JU3802  ______________________________________________________________________
 JU3802* NAD 83(1991) POSITION- 39 33 10.46919(N) 075 38 54.30228(W)   ADJUSTED
 JU3802* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU3802  ______________________________________________________________________
 JU3802  GEOID HEIGHT    -        -33.325 (meters)                     GEOID18
 JU3802  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 JU3802  HORZ ORDER      -  SECOND
 JU3802
 JU3802.The horizontal coordinates were established by classical geodetic methods
 JU3802.and adjusted by the National Geodetic Survey in January 1992.
 JU3802
 JU3802.The orthometric height was scaled from a topographic map.
 JU3802
 JU3802.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3802.GEOID18 height accuracy estimate available here.
 JU3802
 JU3802.Click photographs - Photos may exist for this station.
 JU3802
 JU3802.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3802
 JU3802. The following values were computed from the NAD 83(1991) position.
 JU3802
 JU3802;                    North         East     Units Scale Factor Converg.
 JU3802;SPC DE       -   172,415.036   180,081.546   MT  0.99999988   -0 08 51.3
 JU3802;SPC DE       -   565,665.00    590,817.54   sFT  0.99999988   -0 08 51.3
 JU3802;SPC NJ       -    80,508.511    51,304.241   MT  1.00001989   -0 43 52.9
 JU3802;SPC NJ       -   264,135.01    168,320.66   sFT  1.00001989   -0 43 52.9
 JU3802;UTM  18      - 4,378,337.047   444,291.784   MT  0.99963821   -0 24 46.5
 JU3802
 JU3802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3802!SPC DE       -   1.00000495  x   0.99999988  =   1.00000483
 JU3802!SPC NJ       -   1.00000495  x   1.00001989  =   1.00002484
 JU3802!UTM  18      -   1.00000495  x   0.99963821  =   0.99964316
 JU3802
 JU3802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4429178337(NAD 83)
 JU3802
 JU3802                          SUPERSEDED SURVEY CONTROL
 JU3802
 JU3802  NAD 83(1986)-  39 33 10.46260(N)    075 38 54.31179(W) AD(       ) 2
 JU3802  NAD 27      -  39 33 10.05800(N)    075 38 55.56900(W) AD(       ) 2
 JU3802
 JU3802.Superseded values are not recommended for survey control.
 JU3802
 JU3802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3802.See file dsdata.pdf to determine how the superseded data were derived.
 JU3802
 JU3802_MARKER: DD = SURVEY DISK
 JU3802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3802_MARK LOGO: USACE
 JU3802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3802+STABILITY: SURFACE MOTION
 JU3802
 JU3802  HISTORY     - Date     Condition        Report By
 JU3802  HISTORY     - 1933     MONUMENTED       CGS
 JU3802  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3802
 JU3802                          STATION DESCRIPTION
 JU3802
 JU3802'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3802'STATION ST GEORGE IS ON THE PROPERTY OF THE UNITED STATES ARMY
 JU3802'ENGINEERS AND ABOUT 0.15 MILE S OF ST. GEORGES WHICH IS A
 JU3802'LITTLE TOWN ON HIGHWAY 13 BETWEEN SMYRNA AND WILMINGTON.  STATION
 JU3802'ST GEORGES IS ON EMBANKMENT JUST E OF S END OF ST. GEORGES
 JU3802'DRAWBRIDGE.  27 FEET E OF W BANK OF TERRACE.  24 FEET S OF S
 JU3802'BANK OF CANAL.  THE MARK PROJECTS 4 INCHES.
 JU3802'
 JU3802'THE UNITED STATES ARMY ENGINEERS STATION H.B. IS IN ST. GEORGES,
 JU3802'ON THE LAWN OF N.R. BUCKSONS HOUSE.  THE MARK IS ON THE S SIDE
 JU3802'OF THE DRIVEWAY.  49.9 FEET NW OF SW CORNER OF THE HOUSE.  40.4
 JU3802'FEET W OF NW CORNER OF THE HOUSE.  106 FEET E OF HIGHWAY 13.
 JU3802'75.44 FEET SE OF STATION ST. GEORGE, UNITED STATES COAST AND
 JU3802'GEODETIC SURVEY 1933.  95.50 FEET E OF REFERENCE MARK NO.2
 JU3802'(U.S.C. AND G.S. 1933).  THE MARK PROJECTS 2 INCHES AND IS A
 JU3802'STANDARD UNITED STATES ARMY ENGINEERS MARK.
 JU3802
 JU3802                          STATION RECOVERY (1946)
 JU3802
 JU3802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3802'STATION WAS DESTROYED DURING EXCAVATION FOR TERRACING AND
 JU3802'SLOPING OF CANAL BANKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1543 ***********************************************************************
 HU1543  DESIGNATION -  NORMAN
 HU1543  PID         -  HU1543
 HU1543  STATE/COUNTY-  DE/SUSSEX
 HU1543  COUNTRY     -  US
 HU1543  USGS QUAD   -  SELBYVILLE (2016)
 HU1543
 HU1543                         *CURRENT SURVEY CONTROL
 HU1543  ______________________________________________________________________
 HU1543* NAD 83(1991) POSITION- 38 27 04.41251(N) 075 13 55.59029(W)   ADJUSTED
 HU1543* NAVD 88 ORTHO HEIGHT -    10.9   (meters)       36.    (feet) VERTCON3
 HU1543  ______________________________________________________________________
 HU1543  GEOID HEIGHT    -        -35.866 (meters)                     GEOID18
 HU1543  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 HU1543  HORZ ORDER      -  FIRST
 HU1543
 HU1543.The horizontal coordinates were established by classical geodetic methods
 HU1543.and adjusted by the National Geodetic Survey in January 1992.
 HU1543
 HU1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1543
 HU1543.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1543.GEOID18 height accuracy estimate available here.
 HU1543
 HU1543.Click photographs - Photos may exist for this station.
 HU1543
 HU1543.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1543
 HU1543. The following values were computed from the NAD 83(1991) position.
 HU1543
 HU1543;                    North         East     Units Scale Factor Converg.
 HU1543;SPC DE       -    50,102.276   216,110.304   MT  0.99999819   +0 06 53.2
 HU1543;SPC DE       -   164,377.22    709,021.89   sFT  0.99999819   +0 06 53.2
 HU1543;SPC MD       -    88,583.467   554,308.840   MT  0.99997713   +1 06 34.5
 HU1543;SPC MD       -   290,627.59  1,818,594.92   sFT  0.99997713   +1 06 34.5
 HU1543;UTM  18      - 4,255,906.887   479,746.986   MT  0.99960505   -0 08 39.6
 HU1543
 HU1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1543!SPC DE       -   1.00000392  x   0.99999819  =   1.00000211
 HU1543!SPC MD       -   1.00000392  x   0.99997713  =   0.99998105
 HU1543!UTM  18      -   1.00000392  x   0.99960505  =   0.99960897
 HU1543
 HU1543:                Primary Azimuth Mark                     Grid Az
 HU1543:SPC DE       -  NORMAN AZ MK                             262 49 05.2
 HU1543:SPC MD       -  NORMAN AZ MK                             261 49 23.9
 HU1543:UTM  18      -  NORMAN AZ MK                             263 04 38.0
 HU1543
 HU1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7974655906(NAD 83)
 HU1543
 HU1543|---------------------------------------------------------------------|
 HU1543| PID    Reference Object                     Distance      Geod. Az  |
 HU1543|                                                           dddmmss.s |
 HU1543| HU1557 S4 A                                473.400 METERS 0065227.6 |
 HU1543| HU1541 SELBYVILLE MUNICIPAL TANK           APPROX. 0.8 KM 0335233.2 |
 HU1543| HU1517 OCEAN CITY WATER TANK               APPROX.18.5 KM 1365234.7 |
 HU1543| HU1490 OCEAN CITY S MUNICIPAL TANK         APPROX.18.5 KM 1373159.6 |
 HU1543| DC8223 NORMAN RM 4                          25.491 METERS 15921     |
 HU1543| HU2726 NORMAN RM 6                                        1871451.5 |
 HU1543| DC8224 NORMAN RM 4 RESET                    18.225 METERS 18845     |
 HU1543| HU2727 NORMAN RM 7                          26.012 METERS 20000     |
 HU1543| DC8220 NORMAN RM 1                          73.381 METERS 22049     |
 HU1543| DC8219 NORMAN AZ MK                                       2625558.4 |
 HU1543| HU2724 NORMAN AZ MK 4                      APPROX. 0.7 KM 2640854.7 |
 HU1543| DC8221 NORMAN RM 2 AZIMUTH                                2713938.6 |
 HU1543| DC8222 NORMAN RM 3                          64.221 METERS 28733     |
 HU1543| HU2725 NORMAN RM 5                          29.322 METERS 29205     |
 HU1543|---------------------------------------------------------------------|
 HU1543
 HU1543                          SUPERSEDED SURVEY CONTROL
 HU1543
 HU1543  NAD 83(1986)-  38 27 04.39729(N)    075 13 55.61383(W) AD(       ) 1
 HU1543  NAD 27      -  38 27 03.98600(N)    075 13 56.93500(W) AD(       ) 1
 HU1543  NGVD 29 (07/19/86)   11.1    (m)           36.     (f) VERT ANG       
 HU1543
 HU1543.Superseded values are not recommended for survey control.
 HU1543
 HU1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1543.See file dsdata.pdf to determine how the superseded data were derived.
 HU1543
 HU1543_MARKER: DS = TRIANGULATION STATION DISK
 HU1543_SETTING: 80 = SET IN A BOULDER
 HU1543_STAMPING: NORMAN 1932
 HU1543_MARK LOGO: CGS
 HU1543_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1543+STABILITY: SURFACE MOTION
 HU1543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1543+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1986
 HU1543
 HU1543  HISTORY     - Date     Condition        Report By
 HU1543  HISTORY     - 1932     MONUMENTED       CGS
 HU1543  HISTORY     - 1932     GOOD             CGS
 HU1543  HISTORY     - 1942     GOOD             CGS
 HU1543  HISTORY     - 1955     GOOD             CGS
 HU1543  HISTORY     - 1962     GOOD             CGS
 HU1543  HISTORY     - 1962     GOOD             CGS
 HU1543  HISTORY     - 1974     GOOD             NGS
 HU1543  HISTORY     - 1976     GOOD             NGS
 HU1543  HISTORY     - 19860609 GOOD             NGS
 HU1543  HISTORY     - 20071001 GOOD             GEOCAC
 HU1543
 HU1543                          STATION DESCRIPTION
 HU1543
 HU1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 HU1543'LOCATED ABOUT 1 MILE S OF THE TOWN OF SELBYVILLE, DELAWARE.  IN
 HU1543'THE TOP OF A GRANITE MONUMENT MARKING THE DELAWARE-MARYLAND
 HU1543'STATE LINE.  MARK IS 221 FEET E OF CENTER LINE OF U.S. HIGHWAY
 HU1543'113, AND OPPOSITE A SIGN MARKING THE STATE LINE.  GRANITE MONUMENT
 HU1543'STICKS UP ABOUT 2 FEET ABOVE THE SURFACE OF THE GROUND.
 HU1543'
 HU1543'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 HU1543'IN A BOULDER AS DESCRIBED.  REFERENCE MARKS ARE STANDARD
 HU1543'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 HU1543'
 HU1543'REFERENCE MARK NO.1 IS 240.75 FEET SW OF STATION.  8 METERS E
 HU1543'OF CENTER LINE OF U.S. HIGHWAY 113.  5 METERS N OF CENTER LINE OF
 HU1543'DIRT ROAD CROSSING U.S. HIGHWAY 113.
 HU1543'
 HU1543'REFERENCE MARK NO.2 IS ABOUT 1/4 MILE W OF STATION ON THE E
 HU1543'SIDE OF A ROAD RUNNING N AND S, NEAR A DRAINAGE DITCH.
 HU1543'
 HU1543'REFERENCE MARK NO.3 IS 210.7 FEET WNW OF STATION, ABOUT 8 METERS
 HU1543'E OF CENTER LINE OF U.S. HIGHWAY 113.
 HU1543'
 HU1543'HEIGHT OF SIGNAL ABOVE STATION MARK - 33 METERS.
 HU1543
 HU1543                          STATION RECOVERY (1932)
 HU1543
 HU1543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 HU1543'RECOVERED IN GOOD CONDITION.
 HU1543
 HU1543                          STATION RECOVERY (1942)
 HU1543
 HU1543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HU1543'THE FOLLOWING DISCREPANCY WAS NOTED IN THE FIELD WITH ORIGINAL
 HU1543'DESCRIPTION--
 HU1543'
 HU1543'THE STATION IS 242 FEET E OF CENTER LINE OF U.S. HIGHWAY 113,
 HU1543'NOT 221 FEET.
 HU1543'
 HU1543'THE STATION IS LOCATED ABOUT 1 MILE S OF THE TOWN OF SELBYVILLE,
 HU1543'DELAWARE, IN THE TOP OF A GRANITE MONUMENT MARKING THE
 HU1543'DELAWARE-MARYLAND STATE LINE, 242 FEET E OF THE CENTER LINE OF
 HU1543'U.S. HIGHWAY 113, AND OPPOSITE A SIGN MARKING THE STATE LINE.  THE
 HU1543'STATION IS A BRONZE DISK TRIANGULATION STATION MARK, STAMPED
 HU1543'NORMAN 1932, SET IN THE TOP OF A 6-INCH BY 10-INCH GRANITE
 HU1543'MONUMENT, WHICH PROJECTS 14 INCHES ABOVE THE GROUND.  THE
 HU1543'STATION IS IN GOOD CONDITION.
 HU1543'
 HU1543'REFERENCE MARK NO.1 IS LOCATED 240.75 FEET SSW OF THE STATION,
 HU1543'AND 26.24 FEET E OF THE CENTER LINE OF U.S. HIGHWAY 113.  THE
 HU1543'MARK IS A BRONZE DISK REFERENCE MARK, WITH THE ARROW POINTING
 HU1543'TOWARD THE STATION, STAMPED NORMAN NO.1 1932, SET IN A 12-INCH
 HU1543'SQUARE CONCRETE MONUMENT, WHICH IS FLUSH WITH THE GROUND.  THE
 HU1543'STATION IS IN GOOD CONDITION.
 HU1543'
 HU1543'REFERENCE MARK NO.2 IS LOCATED ABOUT 1/4 MILE W OF STATION, 21
 HU1543'FEET E OF CENTER LINE OF DIRT ROAD, AND 15 FEET S OF CENTER LINE
 HU1543'OF A DRAINAGE DITCH.  THE MARK IS A BRONZE DISK REFERENCE MARK,
 HU1543'WITH THE ARROW POINTING TOWARD THE STATION, STAMPED NORMAN NO.2,
 HU1543'1932, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, WHICH
 HU1543'IS 1 INCH BELOW GROUND.  THE MARK IS IN GOOD CONDITION.
 HU1543'
 HU1543'REFERENCE MARK NO.3 IS LOCATED 210.69 FEET WNW OF THE STATION,
 HU1543'26.2 FEET E OF THE CENTER LINE OF U.S. HIGHWAY 113.  THE MARK IS
 HU1543'A BRONZE DISK REFERENCE MARK, WITH THE ARROW POINTING TOWARD THE
 HU1543'STATION, STAMPED NORMAN NO.3 1932, SET IN A 12-INCH SQUARE
 HU1543'CONCRETE MONUMENT, WHICH EXTENDS 2 INCHES ABOVE GROUND.  THE MARK
 HU1543'IS IN GOOD CONDITION.
 HU1543
 HU1543                          STATION RECOVERY (1955)
 HU1543
 HU1543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WFD)
 HU1543'THE STATION IS ABOUT 1 MILE SW OF THE CENTER OF SELBYVILLE,
 HU1543'DELAWARE, 242 FEET EAST OF THE CENTER OF US HIGHWAY 113,
 HU1543'AND IN THE NE ANGLE OF A CROSSROAD.
 HU1543'
 HU1543'TO REACH THA STATION FROM THE JUNCTION OF US HIGHWAY 113
 HU1543'AND MAIN STREET AT THE W EDGE OF SELBYVILLE, GO SOUTH ON
 HU1543'HIGHWAY 113 FOR 0.2 MILE TO THE STATION ON THE LEFT.
 HU1543'
 HU1543'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD, GO WEST FOR
 HU1543'0.3 MILE TO THE MARK ON THE RIGHT.
 HU1543'
 HU1543'THE STATION MARK IS A 6 BY 12 INCH GRANITE MONUMENT THAT
 HU1543'PROJECTS 18 INCHES  AND MARKS THE MARYLAND DELAWARE STATE
 HU1543'LINE.  A STANDARD DISK IS STAMPED NORMAN 1932.
 HU1543'
 HU1543'REFERENCE MARK 3 IS 60 FEET NORTH OF A POWERLINE POLE
 HU1543'AND 24 FEET EAST OF THE CENTER OF US HIGHWAY 113.  THE
 HU1543'MARK PROJECTS 1 INCH AND THE DISK IS STAMPED NORMAN 1932.
 HU1543'
 HU1543'REFERENCE MARK 4 IS 45 FEET EAST OF THE EAST EDGE OF A PARKING
 HU1543'AREA.  THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED
 HU1543'NORMAN NO 4 1932.
 HU1543'
 HU1543'REFERENCE MARK 5 IS 33 FEET NORTH OF THE NORTH EDGE OF THE PARKING
 HU1543'AREA.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 HU1543'NORMAN NO 5 1932.
 HU1543'
 HU1543'THE AZIMUTH MARK IS 16 FEET NORTH OF THE CENTER OF A PAVED ROAD,
 HU1543'5 FEET EAST OF A TELEPHONE POLE, AND 2 FEET EAST OF A 4 BY 4 INCH
 HU1543'WHITE WOODEN WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 HU1543'IS STAMPED NORMAN 1955.
 HU1543
 HU1543                          STATION RECOVERY (1962)
 HU1543
 HU1543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKW)
 HU1543'STATION MARK AND RM 3 WERE RECOVERED IN GOOD CONDITION.  DISTANCE
 HU1543'BETWEEN STATION AND RM WAS CHECKED AND FOUND CORRECT.
 HU1543'
 HU1543'REFERENCE MARK 1 IS BELIEVED TO BE DESTROYED.  THERE HAS BEEN A LARGE
 HU1543'BUILDING CONSTRUCTED IN THE AREA AND THE MARK HAS PROBABLY BEEN
 HU1543'COVERED OVER WITH BLACK TOP.
 HU1543'
 HU1543'REFERENCE MARK 2 IS BELIEVED TO BE DESTROYED.  THE ROAD HAS BEEN
 HU1543'PAVED AND WIDENED AND A DITCH DUG ALONG ITS SIDE.  ITS POSITION
 HU1543'PLACES THE MARK IN THE DITCH.
 HU1543'
 HU1543'THE RECOVERY NOTE BY WDF IN 1942 IS ADEQUATE WITH THE FOLLOWING
 HU1543'ADDITIONS.
 HU1543'
 HU1543'A NEW REFERENCE MARK WAS SET.  RM 4 IS SOUTH OF THE STATION,
 HU1543'204.0 FEET EAST OF THE CENTERLINE OF US HIGHWAY 113, 82.0 FEET NORTH-
 HU1543'EAST OF THE NORTHEAST CORNER STONE BUILDING AND 3.0 FEET EAST OF FENCE
 HU1543'CORNER IT IS MARKED BY A STANDARD DISK STAMPED NORMAN 4 1932 SET IN
 HU1543'THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 HU1543'ABOVE THE GROUND.
 HU1543
 HU1543                          STATION RECOVERY (1962)
 HU1543
 HU1543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO)
 HU1543'THE STATION, AZIMUTH MARK AND REFERENCE MARKS 3 AND 5 WERE RECOVERED
 HU1543'AS DESCRIBED IN THE 1955 RECOVERY NOTE.
 HU1543'
 HU1543'REFERENCE MARK 4 HAS EVIDENTLY BEEN MOVED BY A MARK RELOCATION PARTY
 HU1543'AS IT IS NEW LOOKING AND DOES NOT FIT THE DESCRIPTION.  IT IS 60 FEET
 HU1543'SOUTH OF THE STATION (ROUGH MEASUREMENT), AND 3 FEET NORTHEAST OF THE
 HU1543'NORTHWEST CORNER OF A PICKET FENCE.  THE MARK PROJECTS ABOUT 5 INCHES.
 HU1543'
 HU1543'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 HU1543
 HU1543                          STATION RECOVERY (1974)
 HU1543
 HU1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU1543'THE STATION MARK, REFERENCE MARK 4, REFERENCE MARK 5 AND THE AZIMUTH
 HU1543'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE
 HU1543'MARK 3 *SEARCHED FOR AND IS BELIEVED DESTROYED.  REFERENCE MARK 6 WAS
 HU1543'ESTABLISHED AT THIS TIME.  IT IS BELIEVED REFERENCE MARK 4 HAS BEEN
 HU1543'MOVED BECAUSE A DIFFERENCE OF 7.266 METERS WAS FOUND.  DUE TO THE
 HU1543'CHANGE, A NEW DESCRIPTION FOLLOWS.
 HU1543'
 HU1543'THE STATION IS LOCATED IN THE SOUTH EDGE OF SELBYVILLE, DELAWARE,
 HU1543'IN THE NORTHEAST ANGLE OF A CROSSROADS AT THE MARYLAND DELAWARE STATE
 HU1543'LINE, ON THE PROPERTY OF MR. WILLIAM PENZA, SELBYVILLE, DELAWARE,
 HU1543'PHONE 302-734-9770.
 HU1543'
 HU1543'TO REACH THE STATION FROM POST OFFICE IN SELBYVILLE, DELAWARE, GO
 HU1543'SOUTHWEST ON CHURCH STREET FOR 0.25 MILES TO A RAILROAD CROSSING.
 HU1543'CONTINUE SOUTHWEST ON CHURCH STREET FOR 0.35 MILE TO THE JUNCTION OF
 HU1543'US HIGHWAY 113. TURN LEFT GO SOUTH ON US HIGHWAY 113 FOR 0.25 MILE TO
 HU1543'THE MARYLAND DELAWARE STATE LINE AND THE STATION ON THE LEFT.
 HU1543'
 HU1543'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A PAVED ROAD
 HU1543'FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HU1543'
 HU1543'TO REACH REFERENCE MARK 6 FROM THE STATION, GO SOUTH ON US HIGHWAY 113
 HU1543'FOR 0.15 MILE TO A WHITE FRAME BUILDING ON THE RIGHT AND THE MARK ON
 HU1543'THE RIGHT.
 HU1543'
 HU1543'THE STATION MARK A STANDARD DISK STAMPED NORMAN 1932, SET IN A DRILL
 HU1543'HOLE IN THE TOP OF A 6 BY 12 INCH GRANITE BOUNDARY LINE MONUMENT THAT
 HU1543'PROJECTS 20 INCHES ABOVE THE GROUND SURFACE.  IT IS 123 FEET NORTHEAST
 HU1543'OF THE NORTHEAST CORNER OF A CONCRETE BUILDING, 78.5 FEET EAST OF A
 HU1543'12 INCH MAPLE TREE AND IN THE SOUTH EDGE OF A CULTIVATED FIELD.
 HU1543'
 HU1543'REFERENCE MARK 4, A STANDARD DISK STAMPED NORMAN NO 4 1932, IS
 HU1543'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 HU1543'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 136 FEET NORTH
 HU1543'OF THE CENTER OF A PAVED ROAD AND 82 FEET NORTHEAST OF THE
 HU1543'NORTHEAST CORNER OF THE CONCRETE BUILDING.
 HU1543'
 HU1543'REFERENCE MARK 5, A STANDARD DISK STAMPED NORMAN NO 5 1932, IS
 HU1543'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 HU1543'IS FLUSH WITH THE GROUND SURFACE.  IT IS 47 FEET EAST-NORTHEAST
 HU1543'OF A POWERLINE POLE WITH A TRANSFORMER, 28.7 FEET NORTHWEST OF A
 HU1543'12-INCH MAPLE TREE AND 10 FEET WEST OF THE WEST EDGE OF A
 HU1543'CULTIVATED FIELD.
 HU1543'
 HU1543'REFERENCE MARK 6, A STANDARD DISK STAMPED NORMAN 1932 NO 6 1974,
 HU1543'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1543'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 51 FEET
 HU1543'WEST-SOUTHWEST OF A 40-INCH OAK TREE AND 39 FEET EAST-SOUTHEAST
 HU1543'OF A 40-INCH OAK TREE.
 HU1543'
 HU1543'AZIMUTH MARK, A STANDARD DISK STAMPED NORMAN 1955, SET IN THE
 HU1543'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 HU1543'WITH THE GROUND SURFACE.  IT IS 48 FEET NORTH-NORTHEAST OF A
 HU1543'POWERLINE POLE NUMBER 20 G, 16 FEET NORTH OF THE CENTER OF A PAVED
 HU1543'ROAD AND 4 FEET SOUTH OF A METAL WITNESS POST WITH SIGN.
 HU1543'
 HU1543'THE BOUNDARY LINE MONUMENT THE STATION MARK IS SET IN THE TOP
 HU1543'OF IS BOUNDARY LINE MONUMENT 10.
 HU1543
 HU1543                          STATION RECOVERY (1976)
 HU1543
 HU1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1543'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HU1543'CONDITION AS PREVIOUSLY DESCRIBED.
 HU1543'
 HU1543'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1543'IN THE SOUTH EDGE OF SELBYVILLE.
 HU1543
 HU1543                          STATION RECOVERY (1986)
 HU1543
 HU1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 HU1543'THE MARK IS LOCATED ABOUT 32.25 KM (20.05 MI) EAST-NORTHEAST OF
 HU1543'SALISBURY, IN THE SOUTH EDGE OF SELBYVILLE AND ON THE
 HU1543'MARYLAND-DELAWARE STATE LINE.  OWNERSHIP--MARYLAND STATE HIGHWAY
 HU1543'ADMINISTRAION.
 HU1543'TO REACH THE MARK FROM THE POST OFFICE AT SELBYVILLE, GO SOUTHWEST ON
 HU1543'CHURCH STREET FOR 0.95 KM (0.60 MI) TO A CROSSROADS.  TURN LEFT AND GO
 HU1543'SOUTH ON U.S. HIGHWAY 113 FOR 0.4 KM (0.25 MI) TO A CROSSROADS AND THE
 HU1543'MARK IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 HU1543'THE MARK IS SET IN A DRILL HOLE IN THE TOP OF THE OLD MARYLAND
 HU1543'DELAWARE BOUNDARY MONUMENT AND IT PROJECTS 0.5 M (1.6 FT) ABOVE THE
 HU1543'SURFACE OF THE GROUND.  IT IS 50.2 M (164.7 FT) EAST-NORTHEAST OF THE
 HU1543'PROJECTED CENTER OF THE NORTH BOUND LANE OF U.S. HIGHWAY 113, 59.2 M
 HU1543'(194.2 FT) NORTH OF THE CENTER OF MORRIS ROAD, 40.2 M (131.9 FT)
 HU1543'EAST-SOUTHEAST OF A POWERLINE POLE NUMBERED 57373 96222, AND 2.0 M
 HU1543'(6.6 FT) SOUTH OF THE SOUTH EDGE OF A CULTIVATED FIELD.
 HU1543
 HU1543                          STATION RECOVERY (2007)
 HU1543
 HU1543'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 HU1543'FOUND THE STATION IN GOOD CONDITION, AND THE STONE ON WHICH IT IS
 HU1543'MOUNTED IS ERECT AND STABLE.  THE BUILDINGS IN THE IMMEDIATE VICINITY
 HU1543'OF THE STATION HAVE BEEN RAZED, AND THE AREA TURNED INTO A SMALL PARK.
 HU1543'NONE OF THE REFERENCE MARKS OR THE AZIMUTH MARK WERE FOUND
 HU1543'AFTER A ONE-HOUR SEARCH.  THE STATION IS ABOUT 200 FEET EAST OF THE
 HU1543'NORTHBOUND LANES OF US HIGHWAY 113, 194.2 FEET NORTH OF THE CENTERLINE
 HU1543'OF HOTEL ROAD (FORMERLY NORRIS ROAD), AND 13 FEET SOUTH OF THE SOUTH
 HU1543'EDGE OF PAVEMENT OF MASON DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1399 ***********************************************************************
 HU1399  DESIGNATION -  NORTH
 HU1399  PID         -  HU1399
 HU1399  STATE/COUNTY-  DE/SUSSEX
 HU1399  COUNTRY     -  US
 HU1399  USGS QUAD   -  BETHANY BEACH (2016)
 HU1399
 HU1399                         *CURRENT SURVEY CONTROL
 HU1399  ______________________________________________________________________
 HU1399* NAD 83(1991) POSITION- 38 31 33.27327(N) 075 03 24.25990(W)   ADJUSTED
 HU1399* NAVD 88 ORTHO HEIGHT -     2.9   (meters)       10.    (feet) VERTCON3
 HU1399  ______________________________________________________________________
 HU1399  GEOID HEIGHT    -        -35.822 (meters)                     GEOID18
 HU1399  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 HU1399  HORZ ORDER      -  SECOND
 HU1399
 HU1399.The horizontal coordinates were established by classical geodetic methods
 HU1399.and adjusted by the National Geodetic Survey in January 1992.
 HU1399
 HU1399.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1399
 HU1399.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1399.GEOID18 height accuracy estimate available here.
 HU1399
 HU1399.Click photographs - Photos may exist for this station.
 HU1399
 HU1399.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1399
 HU1399. The following values were computed from the NAD 83(1991) position.
 HU1399
 HU1399;                    North         East     Units Scale Factor Converg.
 HU1399;SPC DE       -    58,437.806   231,386.138   MT  1.00000713   +0 13 27.1
 HU1399;SPC DE       -   191,724.70    759,139.35   sFT  1.00000713   +0 13 27.1
 HU1399;UTM  18      - 4,264,169.888   495,054.265   MT  0.99960030   -0 02 07.2
 HU1399
 HU1399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1399!SPC DE       -   1.00000517  x   1.00000713  =   1.00001230
 HU1399!UTM  18      -   1.00000517  x   0.99960030  =   0.99960547
 HU1399
 HU1399:                Primary Azimuth Mark                     Grid Az
 HU1399:SPC DE       -  NORTH AZ MK                              148 12 12.7
 HU1399:UTM  18      -  NORTH AZ MK                              148 27 47.0
 HU1399
 HU1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9505464169(NAD 83)
 HU1399
 HU1399|---------------------------------------------------------------------|
 HU1399| PID    Reference Object                     Distance      Geod. Az  |
 HU1399|                                                           dddmmss.s |
 HU1399| DC8226 NORTH RM 1                           12.777 METERS 08107     |
 HU1399| DC8225 NORTH AZ MK                                        1482539.8 |
 HU1399| DC8227 NORTH RM 2                           10.723 METERS 17836     |
 HU1399| HU1394 INDIAN RIVER COAST GUARD TOWER      APPROX. 9.3 KM 3565010.6 |
 HU1399|---------------------------------------------------------------------|
 HU1399
 HU1399                          SUPERSEDED SURVEY CONTROL
 HU1399
 HU1399  NAD 83(1986)-  38 31 33.25535(N)    075 03 24.27959(W) AD(       ) 2
 HU1399  NAD 27      -  38 31 32.85460(N)    075 03 25.62885(W) AD(       ) 2
 HU1399  NGVD 29 (07/19/86)    3.1    (m)           10.     (f) VERT ANG       
 HU1399
 HU1399.Superseded values are not recommended for survey control.
 HU1399
 HU1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1399.See file dsdata.pdf to determine how the superseded data were derived.
 HU1399
 HU1399_MARKER: DS = TRIANGULATION STATION DISK
 HU1399_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HU1399_STAMPING: NORTH 1929
 HU1399_MARK LOGO: CGS
 HU1399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1399
 HU1399  HISTORY     - Date     Condition        Report By
 HU1399  HISTORY     - 1929     MONUMENTED       CGS
 HU1399  HISTORY     - 1934     GOOD             CGS
 HU1399  HISTORY     - 1943     GOOD             CGS
 HU1399  HISTORY     - 1961     GOOD             CGS
 HU1399  HISTORY     - 1962     GOOD             CGS
 HU1399
 HU1399                          STATION DESCRIPTION
 HU1399
 HU1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (CFE)
 HU1399'THIS STATION LOCATED AT BETHANY BEACH.
 HU1399
 HU1399                          STATION RECOVERY (1934)
 HU1399
 HU1399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1399'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AND
 HU1399'APPARENTLY IN PLACE.  THE DESCRIPTION SHOULD BE AS FOLLOWS--
 HU1399'
 HU1399'LOCATED ABOUT 2/3 MILE S FROM THE CENTER OF BETHANY
 HU1399'BEACH, DELAWARE, ON FLAT SANDY SOIL ABOUT MIDWAY BETWEEN A
 HU1399'DIRT ROAD AND THE SAND DUNES ALONG THE OCEAN BEACH.  THE
 HU1399'STATION IS SET ON THE SW SIDE OF A THICK CLUMP OF SMALL
 HU1399'PINES, 34.5 METERS E FROM THE CENTER LINE OF THE DIRT ROAD,
 HU1399'AND IS SURROUNDED BY SCATTERED SCRUB PINES.  THE DIRT ROAD
 HU1399'MAKES A DECIDED SWING W, THEN BACK TO E, JUST TO NW OF THE
 HU1399'STATION.
 HU1399'
 HU1399'THE SURFACE-STATION MARK IS A STANDARD BRONZE DISK IN A
 HU1399'TILE.  NO SEARCH WAS MADE FOR AN  UNDERGROUND-STATION MARK, AND THE
 HU1399'ORIGINAL RECORDS LIST NONE.
 HU1399'
 HU1399'BOTH REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD BRONZE
 HU1399'DISKS SET IN CONCRETE IN THE TOP OF A TILE.
 HU1399'
 HU1399'THE HOUSE CHIMNEY LISTED AMONG DISTANCE AND DIRECTIONS TO
 HU1399'PROMINENT OBJECTS ON THE ORIGINAL DESCRIPTION NO LONGER
 HU1399'EXISTS.  THERE IS NO HOUSE IN THE IMMEDIATE VICINITY OF THE
 HU1399'STATION.
 HU1399'
 HU1399'TO REACH STATION--ENTERING BETHANY BEACH FROM W ON PAVED
 HU1399'HIGHWAY FROM OCEAN VIEW, TURN S ON SECOND PROMINENT DIRT ROAD
 HU1399'INTERSECTING HIGHWAY AFTER PASSING THROUGH WOODS.  THIS IS
 HU1399'THE INTERSECTION REACHED JUST BEFORE COMING ABREAST OF THE
 HU1399'LARGE HEXAGONAL-SHAPED AUDITORIUM BUILDING ON THE N SIDE OF
 HU1399'THE HIGHWAY.  GO S ON DIRT ROAD TO ITS INTERSECTION WITH DIRT
 HU1399'ROAD RUNNING E AND W ALONG S EDGE OF WOODS.  TURN LEFT (E)
 HU1399'AND PROCEED TO NEXT INTERSECTION BY FARMHOUSE.  TURN RIGHT
 HU1399'(S) AT FARMHOUSE AND PROCEED TO DISTINCT CURVE MENTIONED
 HU1399'ABOVE.  STATION IS ON E SIDE OF ROAD JUST BELOW THIS CURVE.
 HU1399'
 HU1399'IN 1934 J.C.T. REPORTS THAT THE CHIMNEY MENTIONED IN THE
 HU1399'ORIGINAL DESCRIPTION NO LONGER EXISTS.
 HU1399
 HU1399                          STATION RECOVERY (1943)
 HU1399
 HU1399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1399'RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING DISCREPANCIES--
 HU1399'
 HU1399'REFERENCE MARK 1 IS NOW 12.785 M.(41.94 FT.) FROM
 HU1399'THE STATION, INSTEAD OF 12.78 M.
 HU1399'
 HU1399'REFERENCE MARK 2 IS NOW 10.731 M. (35.21 FT.) FROM THE
 HU1399'STATION, INSTEAD OF 10.74 M.
 HU1399'
 HU1399'THERE IS A NEW PAVED ROAD (STATE ROUTE 14) PARALLELING THE
 HU1399'SHORE ABOUT 110 M. E OF THIS STATION.
 HU1399
 HU1399                          STATION RECOVERY (1961)
 HU1399
 HU1399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HU1399'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD
 HU1399'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 HU1399'VERIFIED.  THE PUBLISHED DESCRIPTION IS INADEQUATE, A NEW
 HU1399'DESCRIPTION FOLLOWS--
 HU1399'
 HU1399'STATION IS LOCATED ABOUT 0.9 MILES S OF
 HU1399'THE CENTER OF BETHANY BEACH ON THE WEST SIDE OF STATE
 HU1399'HWY. 14, IN SCRUB PINE ON NORTH SIDE OF SHORT ROAD AND ABOUT
 HU1399'DUE WEST OF TELEPHONE POLE NO. 236 WHICH IS THE ONLY POLE IN
 HU1399'THE MEDIUM STRIP OF HWY. 14.
 HU1399'
 HU1399'STATION SURFACE MARK IS A STANDARD TRIANGULATION DISK
 HU1399'STAMPED NORTH 1929, SET IN A TILE ,
 HU1399'PROJECTS 3 INCHES AND IS 3 FEET E OF A STEEL WITNESS
 HU1399'POST.  REFERENCE MARK NO. 1 IS E OF THE STATION, A STANDARD
 HU1399'REFERENCE MARK DISK STAMPED NO 1 1929 SET IN THE TOP AS
 HU1399'AND PROJECTS 6 INCHES.  REFERENCE MARK
 HU1399'NO. 2 IS S OF THE STATION, A STANDARD REFERENCE MARK DISK
 HU1399'STAMPED NO 2 1929 SET IN THE TOP OF A TILE AS DESCRIBED IN
 HU1399'NOTE 13A AND PROJECTS 3 INCHES.
 HU1399'
 HU1399'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 14 AND 26
 HU1399'IN BETHANY BEACH, GO SOUTH ON HWY. 14 FOR 0.9 MILES TO THE
 HU1399'END OF THE DUAL LANES AND SHORT ROAD ON THE RIGHT AND THE
 HU1399'STATION IN THE NORTHWEST QUADRANT OF THE INTERSECTION.
 HU1399
 HU1399                          STATION RECOVERY (1962)
 HU1399
 HU1399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1399'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 HU1399'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 HU1399'
 HU1399'THE STATION IS LOCATED IN ABOUT 1.0 MILE SOUTH OF BETHANY
 HU1399'BEACH, ALONG THE WEST SIDE OF STATE HIGHWAY 14 IN A VERY THICK
 HU1399'BRUSHY AREA AND SURROUNDED BY SCATTERED SCRUB PINE TREES.
 HU1399'
 HU1399'THE PROPERTY IS NOW OWNED BY MR. PHILLIP SHORT.
 HU1399'
 HU1399'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14
 HU1399'AND 26 IN BETHANY BEACH, GO SOUTH ON STATE HIGHWAY 14 BY-PASS
 HU1399'FOR 1.0 MILE TO A SIDE ROAD RIGHT, (SHORT ROAD), * TO REACH THE
 HU1399'AZIMUTH MARK FROM THIS POINT CONTINUE SOUTH ON HIGHWAY 14
 HU1399'BY-PASS FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT, JUST
 HU1399'BEFORE REACHING A GRAVELED ROAD RIGHT.  * TURN RIGHT AND GO
 HU1399'WEST ON SHORT ROAD FOR 150.0 FEET TO A DIM WOODS ROAD RIGHT,
 HU1399'TURN RIGHT, GO NORTH ON THE WOODS ROAD FOR ABOUT 300.0 FEET
 HU1399'TO THE STATION AS DESCRIBED.
 HU1399'
 HU1399'THE STATION MARK IS A STANDARD DISK STAMPED NORTH 1929, SET
 HU1399'IN CONCRETE IN TOP OF TILE.
 HU1399'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 4.8 FEET
 HU1399'SOUTHEAST OF A STANDARD METAL WITNESS POST AND MARKER AND
 HU1399'38.18 FEET NORTH OF AN 8-INCH TRIANGULAR BLAZED PINE TREE.
 HU1399'
 HU1399'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NORTH NO 1 1929,
 HU1399'SET IN CEMENT IN TOP OF TILE AND
 HU1399'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 45.7 FEET
 HU1399'EAST-SOUTHEAST OF THE WITNESS POST AND MARKER AND 59.0 FEET
 HU1399'EAST-NORTHEAST OF AN 8-INCH TRIANGULAR BLAZED ASH TREE.
 HU1399'
 HU1399'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NORTH NO 2 1929,
 HU1399'SET IN CONCRETE IN TOP OF TILE AND
 HU1399'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 3.0 FEET
 HU1399'NORTHWEST OF AN 8-INCH TRIANGULAR BLAZED ASH TREE AND 38.1
 HU1399'FEET EAST OF THE STANDARD METAL WITNESS POST AND MARKER.
 HU1399'
 HU1399'THE AZIMUTH MARK IS A STANDARD DISK STAMPED NORTH 1962, SET
 HU1399'IN TOP OF SQUARE CONCRETE MONUMENT AND
 HU1399'AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 2.0 FEET
 HU1399'WEST OF A STANDARD METAL WITNESS POST AND MARKER, 30.0 FEET
 HU1399'NORTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 38.6 FEET
 HU1399'WEST OF THE CENTERLINE OF STATE HIGHWAY 14 AND 57.3 FEET
 HU1399'NORTH OF A POWERLINE POLE NUMBER 234-T.
 HU1399'
 HU1399'HEIGHT OF LIGHT ABOVE STATION MARK 25.78 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3435 ***********************************************************************
 JU3435  DESIGNATION -  ODESSA
 JU3435  PID         -  JU3435
 JU3435  STATE/COUNTY-  DE/NEW CASTLE
 JU3435  COUNTRY     -  US
 JU3435  USGS QUAD   -  MIDDLETOWN (2016)
 JU3435
 JU3435                         *CURRENT SURVEY CONTROL
 JU3435  ______________________________________________________________________
 JU3435* NAD 83(1991) POSITION- 39 27 12.41133(N) 075 39 15.62713(W)   ADJUSTED
 JU3435* NAVD 88 ORTHO HEIGHT -     4.    (meters)       13.    (feet) SCALED
 JU3435  ______________________________________________________________________
 JU3435  GEOID HEIGHT    -        -33.578 (meters)                     GEOID18
 JU3435  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 JU3435  HORZ ORDER      -  SECOND
 JU3435
 JU3435.The horizontal coordinates were established by classical geodetic methods
 JU3435.and adjusted by the National Geodetic Survey in January 1992.
 JU3435
 JU3435.The orthometric height was scaled from a topographic map.
 JU3435
 JU3435.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3435.GEOID18 height accuracy estimate available here.
 JU3435
 JU3435.Click photographs - Photos may exist for this station.
 JU3435
 JU3435.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3435
 JU3435. The following values were computed from the NAD 83(1991) position.
 JU3435
 JU3435;                    North         East     Units Scale Factor Converg.
 JU3435;SPC DE       -   161,373.787   179,543.289   MT  1.00000015   -0 09 03.7
 JU3435;SPC DE       -   529,440.50    589,051.61   sFT  1.00000015   -0 09 03.7
 JU3435;UTM  18      - 4,367,302.396   443,702.667   MT  0.99963902   -0 24 56.9
 JU3435
 JU3435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3435!SPC DE       -   1.00000468  x   1.00000015  =   1.00000483
 JU3435!UTM  18      -   1.00000468  x   0.99963902  =   0.99964370
 JU3435
 JU3435:                Primary Azimuth Mark                     Grid Az
 JU3435:SPC DE       -  ODESSA AZ MK                             150 46 17.4
 JU3435:UTM  18      -  ODESSA AZ MK                             151 02 10.6
 JU3435
 JU3435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4370267302(NAD 83)
 JU3435
 JU3435|---------------------------------------------------------------------|
 JU3435| PID    Reference Object                     Distance      Geod. Az  |
 JU3435|                                                           dddmmss.s |
 JU3435| CB2366 ODESSA RM 1                          26.115 METERS 08821     |
 JU3435| CB2365 ODESSA AZ MK                                       1503713.7 |
 JU3435| JU3437 APPOQUINIMINK                       109.876 METERS 20032     |
 JU3435| JU3438 TOWNSEND WATER TANK                 APPROX. 7.4 KM 2054336.9 |
 JU3435| JU3436 ODESSA DRAWYERS PRESB CH SPIRE      APPROX. 0.5 KM 2975954.8 |
 JU3435| CB2367 ODESSA RM 2                          28.956 METERS 32210     |
 JU3435|---------------------------------------------------------------------|
 JU3435
 JU3435                          SUPERSEDED SURVEY CONTROL
 JU3435
 JU3435  NAD 83(1986)-  39 27 12.40328(N)    075 39 15.63709(W) AD(       ) 2
 JU3435  NAD 27      -  39 27 11.99200(N)    075 39 16.89100(W) AD(       ) 2
 JU3435
 JU3435.Superseded values are not recommended for survey control.
 JU3435
 JU3435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3435.See file dsdata.pdf to determine how the superseded data were derived.
 JU3435
 JU3435_MARKER: DS = TRIANGULATION STATION DISK
 JU3435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3435_STAMPING: ODESSA 1933
 JU3435_MARK LOGO: CGS
 JU3435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3435+STABILITY: SURFACE MOTION
 JU3435
 JU3435  HISTORY     - Date     Condition        Report By
 JU3435  HISTORY     - 1933     MONUMENTED       CGS
 JU3435  HISTORY     - 1946     GOOD             CGS
 JU3435  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU3435
 JU3435                          STATION DESCRIPTION
 JU3435
 JU3435'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3435'THIS STATION IS ON THE PROPERTY OF THE WATKINS PACKING COMPANY,
 JU3435'ODESSA, DELAWARE.
 JU3435'
 JU3435'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 JU3435'BRONZE DISKS SET IN CONCRETE.
 JU3435'
 JU3435'REFERENCE MARK NO.1 IS N OF THE STATION AND 15 FEET W OF THE
 JU3435'BLUFF EDGE.  IT PROJECTS 3 INCHES ABOVE THE EARTHS SURFACE.
 JU3435'
 JU3435'REFERENCE MARK NO.1 IS N OF THE STATION AND 15 FEET W OF THE
 JU3435'BLUFF EDGE.  IT PROJECTS 3 INCHES ABOVE THE EARTHS SURFACE.
 JU3435'
 JU3435'REFERENCE MARK NO.2 IS W OF THE STATION AND JUST N OF AN E-W
 JU3435'FENCE PARALLELING THE LANE.  IT PROJECTS 4 INCHES ABOVE THE
 JU3435'EARTHS SURFACE.
 JU3435'
 JU3435'AZIMUTH MARK IS 1.2 MILES DISTANT.  GO ACROSS BRIDGE AND FOLLOW
 JU3435'PAVED ROAD SE TO THE INTERSECTION WITH THE FIRST PAVED ROAD TO
 JU3435'THE RIGHT.  TURN RIGHT AND MARK IS ABOUT 300 YARDS DOWN THIS ROAD
 JU3435'ON THE LEFT HAND SIDE.  IT IS 30 FEET E OF THE CENTER LINE OF
 JU3435'THE ROAD AND PROJECTS 6 INCHES ABOVE THE EARTHS SURFACE.
 JU3435'
 JU3435'MARK ESTABLISHED ON THE BRIDGE IS A STANDARD DISK STAMPED
 JU3435'APPOQUINIMINK CEMENTED IN DRILL HOLE IN THE E BRIDGE APPROACH
 JU3435'ON THE S SIDE.  IT IS 1 FOOT E OF THE E END OF THE DRAW SPAN AND
 JU3435'4.6 FEET N OF THE GUARD WALL ALONG THE S SIDE OF THE BRIDGE
 JU3435'APPROACH.  APEX OF THE EASTERNMOST END OF GUARD WALL ON THE SW
 JU3435'SIDE OF THE BRIDGE WAS ALSO LOCATED.
 JU3435'
 JU3435'TO REACH FROM THE TRAFFIC LIGHT IN THE S BOUND LANE OF
 JU3435'U.S. HIGHWAY 13 AT ODESSA, DELAWARE--TURN LEFT AND GO 0.4 MILE TO
 JU3435'WHERE STREET DROPS DOWN THE HILL TO BRIDGE.  HERE TURN LEFT AND
 JU3435'GO ONE BLOCK.  TURN RIGHT INTO LANE AND STATION WILL BE FOUND AT
 JU3435'ITS FOOT NEAR THE BLUFF.  STATION IS 25 FEET W OF BLUFF EDGE,
 JU3435'33 FEET NE OF CORNER OF COW SHED, AND APPROXIMATELY 230 FEET E
 JU3435'OF STREET INTERSECTION.  STATION MARK PROJECTS 2 INCHES ABOVE
 JU3435'THE EARTHS SURFACE.
 JU3435
 JU3435                          STATION RECOVERY (1946)
 JU3435
 JU3435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3435'A COMPLETE NEW DESCRIPTION IS AS FOLLOWS--THIS STATION IS ON THE
 JU3435'PROPERTY OF THE WATKINS PACKING CO., ODESSA, DELAWARE.
 JU3435'
 JU3435'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 JU3435'DISKS SET IN CONCRETE.
 JU3435'
 JU3435'TO REACH STATION FROM TRAFFIC LIGHT IN THE S BOUND LANE OF
 JU3435'U.S. HIGHWAY 13 AT ODESSA, TURN LEFT AND GO 0.4 MILE TO WHERE
 JU3435'STREET DROPS DOWN THE HILL TO BRIDGE.  HERE TURN LEFT AND GO ONE
 JU3435'BLOCK.  TURN RIGHT INTO LANE AND STATION WILL BE FOUND AT ITS
 JU3435'FOOT NEAR BLUFF.  STATION IS25 FEET N OF BLUFF EDGE, 42 FEET SE
 JU3435'OF CORNER OF COW SHED AND 250 FEET S OF STREET
 JU3435'INTERSECTION.  STATION PROJECTS 2 INCHES ABOVE THE EARTHS
 JU3435'SURFACE AND IS STAMPED ODESSA 1933.
 JU3435'
 JU3435'REFERENCE MARK 1 IS E OF THE STATION AND 15 FEET N OF THE
 JU3435'BLUFF EDGE.  IT PROJECTS 3 INCHES ABOVE THE EARTHS SURFACE AND
 JU3435'IS STAMPED RM 1.
 JU3435'
 JU3435'REFERENCE MARK 2 IS N OF THE STATION AND JUST W OF A N-S
 JU3435'FENCE PARALLELING THE LANE.  NO. 2 PROJECTS 4 INCHES ABOVE
 JU3435'THE EARTHS SURFACE AND IS STAMPED RM 2.
 JU3435'
 JU3435'THE AZIMUTH MARK AS DESCRIBED IN THE 1933 DESCRIPTION COULD
 JU3435'NOT BE FOUND.  HOWEVER, PIECES OF CONCRETE WERE FOUND NEAR THE
 JU3435'PROBABLE LOCATION OF THE AZIMUTH MARK.  IT IS, THEREFORE,
 JU3435'SUGGESTED THE AZIMUTH MARK BE CONSIDERED DESTROYED.
 JU3435
 JU3435                          STATION RECOVERY (2013)
 JU3435
 JU3435'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3435'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1674 ***********************************************************************
 JU1674  DESIGNATION -  OGLETOWN
 JU1674  PID         -  JU1674
 JU1674  STATE/COUNTY-  DE/NEW CASTLE
 JU1674  COUNTRY     -  US
 JU1674  USGS QUAD   -  NEWARK EAST (2016)
 JU1674
 JU1674                         *CURRENT SURVEY CONTROL
 JU1674  ______________________________________________________________________
 JU1674* NAD 83(1991) POSITION- 39 39 31.28023(N) 075 41 58.75894(W)   ADJUSTED
 JU1674* NAVD 88 ORTHO HEIGHT -    26.051 (meters)       85.47  (feet) ADJUSTED
 JU1674  ______________________________________________________________________
 JU1674  GEOID HEIGHT    -        -33.014 (meters)                     GEOID18
 JU1674  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC18
 JU1674  DYNAMIC HEIGHT  -         26.039 (meters)       85.43  (feet) COMP
 JU1674  MODELED GRAVITY -    980,161.0   (mgal)                       NAVD 88
 JU1674
 JU1674  HORZ ORDER      -  SECOND
 JU1674  VERT ORDER      -  SECOND    CLASS 0
 JU1674
 JU1674.The horizontal coordinates were established by classical geodetic methods
 JU1674.and adjusted by the National Geodetic Survey in January 1992.
 JU1674
 JU1674.The orthometric height was determined by differential leveling and
 JU1674.adjusted by the NATIONAL GEODETIC SURVEY
 JU1674.in June 1991.
 JU1674
 JU1674.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1674.GEOID18 height accuracy estimate available here.
 JU1674
 JU1674.Click photographs - Photos may exist for this station.
 JU1674
 JU1674.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1674
 JU1674.The dynamic height is computed by dividing the NAVD 88
 JU1674.geopotential number by the normal gravity value computed on the
 JU1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1674.degrees latitude (g = 980.6199 gals.).
 JU1674
 JU1674.The modeled gravity was interpolated from observed gravity values.
 JU1674
 JU1674. The following values were computed from the NAD 83(1991) position.
 JU1674
 JU1674;                    North         East     Units Scale Factor Converg.
 JU1674;SPC DE       -   184,172.138   175,714.731   MT  1.00000226   -0 10 50.2
 JU1674;SPC DE       -   604,238.09    576,490.75   sFT  1.00000226   -0 10 50.2
 JU1674;UTM  18      - 4,390,110.031   439,981.076   MT  0.99964435   -0 26 47.6
 JU1674
 JU1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1674!SPC DE       -   1.00000109  x   1.00000226  =   1.00000335
 JU1674!UTM  18      -   1.00000109  x   0.99964435  =   0.99964544
 JU1674
 JU1674:                Primary Azimuth Mark                     Grid Az
 JU1674:SPC DE       -  GRAYS HILL 2                             239 10 45.4
 JU1674:UTM  18      -  GRAYS HILL 2                             239 26 42.8
 JU1674
 JU1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3998190110(NAD 83)
 JU1674
 JU1674|---------------------------------------------------------------------|
 JU1674| PID    Reference Object                     Distance      Geod. Az  |
 JU1674|                                                           dddmmss.s |
 JU1674| JU1676 OGLETOWN AZ MK                                     0285420.8 |
 JU1674| JU3710 WILMINGTON RADIO STA WTUX MAST      APPROX.13.5 KM 0605109.6 |
 JU1674| JU3675 AIRPORT BCN CO APT WILMINGTON       APPROX. 8.9 KM 0781840.6 |
 JU1674| JU1673 OGLETOWN RM 1                        28.258 METERS 08649     |
 JU1674| JU3819 OGLETOWN AZ MK 2                    245.603 METERS 09312     |
 JU1674| JU3872 GRAYS HILL 2                        APPROX. 9.8 KM 2385955.2 |
 JU1674| JU3834 NEWARK CHRYSLER LARGER TANK         APPROX. 5.1 KM 2775841.8 |
 JU1674| JU3835 NEWARK CHRYSLER SMALLER TANK        APPROX. 4.9 KM 2832336.8 |
 JU1674| JU1675 OGLETOWN RM 3 RESET                  22.650 METERS 28744     |
 JU1674| JU2118 OGLETOWN RM 2                        23.378 METERS 30215     |
 JU1674| JU3815 NEWARK MUNICIPAL TANK               APPROX. 4.2 KM 3295014.1 |
 JU1674| JU2499 OGLETOWN RM 4                        20.772 METERS 35829     |
 JU1674|---------------------------------------------------------------------|
 JU1674
 JU1674                          SUPERSEDED SURVEY CONTROL
 JU1674
 JU1674  NAD 83(1986)-  39 39 31.27452(N)    075 41 58.76527(W) AD(       ) 2
 JU1674  NAD 27      -  39 39 30.87730(N)    075 42 00.02360(W) AD(       ) 2
 JU1674  NGVD 29              26.39   (m)           86.6    (f) LEVELING    3  
 JU1674  NGVD 29 (11/26/84)   26.392  (m)           86.59   (f) ADJUSTED    2 0
 JU1674
 JU1674.Superseded values are not recommended for survey control.
 JU1674
 JU1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1674.See file dsdata.pdf to determine how the superseded data were derived.
 JU1674
 JU1674_MARKER: DS = TRIANGULATION STATION DISK
 JU1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1674_STAMPING: OGLETOWN 1958
 JU1674_MARK LOGO: CGS
 JU1674_PROJECTION: RECESSED 30 CENTIMETERS
 JU1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1674+STABILITY: SURFACE MOTION
 JU1674
 JU1674  HISTORY     - Date     Condition        Report By
 JU1674  HISTORY     - 1958     MONUMENTED       CGS
 JU1674  HISTORY     - 1959     GOOD             CGS
 JU1674  HISTORY     - 1967     MARK NOT FOUND   CGS
 JU1674  HISTORY     - 1973     GOOD             NGS
 JU1674  HISTORY     - 1979     GOOD             NGS
 JU1674  HISTORY     - 1981     GOOD             UDE
 JU1674  HISTORY     - 19910805 MARK NOT FOUND   USPSQD
 JU1674  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1674
 JU1674                          STATION DESCRIPTION
 JU1674
 JU1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JU1674'STATION IS LOCATED ABOUT 3.0 MILES SOUTHEAST OF NEWARK,
 JU1674'ABOUT 2.0 MILES WEST-SOUTHWEST OF THE VILLAGE OF CHRISTIANA
 JU1674'AND ABOUT 1-1/2 MILES SOUTH OF THE OGLETOWN
 JU1674'CROSSROADS.  STATION IS 36 FEET EAST OF APPROXIMATE CENTERLINE
 JU1674'OF DRIVEWAY, 64 FEET SOUTHEAST OF POWERLINE POLE AND 48 FEET
 JU1674'SOUTH OF APPROXIMATE CENTERLINE OF ROAD.  THE MARK IS A
 JU1674'STANDARD STATION DISK SET IN A 12 INCH CONCRETE CYLINDER
 JU1674'WHICH IS ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND AND
 JU1674'THE DISK IS STAMPED OGLETOWN 1958.
 JU1674'
 JU1674'REFERENCE MARK NO. 1 IS 18 FEET SOUTH OF APPROXIMATE
 JU1674'CENTERLINE OF ROAD.  THE MARK IS A STANDARD REFERENCE DISK
 JU1674'SET IN 12X12 INCH CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 JU1674'AND THE DISK IS STAMPED OGLETOWN NO 1 1958.
 JU1674'
 JU1674'REFERENCE MARK NO. 2 IS 34 FEET WEST OF POWERLINE POLE AND 15
 JU1674'FEET SOUTH OF APPROXIMATE CENTERLINE OF ROAD.  THE MARK IS A
 JU1674'STANDARD REFERENCE DISK SET IN A 12X12 INCH CONCRETE MONUMENT
 JU1674'WHICH PROJECTS 4 INCHES AND THE DISK IS STAMPED OGLETOWN NO
 JU1674'2 1958.
 JU1674'
 JU1674'AZIMUTH MARK IS 20 FEET SOUTH OF POWERLINE POLE, 17 FEET WEST
 JU1674'OF APPROXIMATE CENTERLINE OF ROAD AND 3-1/2 FEET SOUTH OF
 JU1674'WITNESS POST.  THE MARK IS A STANDARD AZIMUTH DISK SET IN A
 JU1674'12X12 INCH CONCRETE MONUMENT WHICH PROJECTS 2 INCHES AND THE
 JU1674'DISK IS STAMPED OGLETOWN 1958.
 JU1674'
 JU1674'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 40 AND STATE
 JU1674'HIGHWAY NO. 896 IN GLASGOW, GO NORTHERLY ON STATE HIGHWAY
 JU1674'NO. 896 FOR 2.0 MILES TRAFFIC LIGHT AT CROSSROADS.  TURN RIGHT
 JU1674'AND GO EASTERLY FOR 2.5 MILES TO SIDE ROAD LEFT AT
 JU1674'NURSERY.  TURN LEFT AND GO NORTHERLY FOR 0.65 MILE TO SIDE
 JU1674'ROAD LEFT.  (CONTINUE NORTHERLY FOR 0.35 MILE TO AZIMUTH MARK
 JU1674'ON LEFT (WEST) SIDE OF ROAD AS DESCRIBED).  TURN LEFT AND GO
 JU1674'WESTERLY FOR 0.15 MILE TO STATION ON LEFT AT DRIVEWAY AS
 JU1674'DESCRIBED.
 JU1674'
 JU1674'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 JU1674
 JU1674                          STATION RECOVERY (1959)
 JU1674
 JU1674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JU1674'3.2 MI W FROM CHRISTIANA.
 JU1674'2.35 MILES SOUTHWEST ALONG OLD BALTIMORE PIKE FROM THE JUNCTION
 JU1674'OF STATE HIGHWAYS 7 AND 273 AT CHRISTIANA, THENCE ABOUT 0.65
 JU1674'MILE NORTH ALONG SALEM CHURCH ROAD, THENCE ABOUT 0.2 MILE WEST
 JU1674'ALONG A GRAVEL ROAD, 46 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL
 JU1674'ROAD, 35 FEET EAST OF THE CENTER LINE OF A DRIVE LEADING SOUTH TO
 JU1674'A FARMHOUSE, 76.7 FEET WEST-SOUTHWEST OF R M 1, 92.7 FEET SOUTHEAST
 JU1674'OF R M 2, AND SET IN TOP OF A CONCRETE POST 1 FOOT BELOW THE
 JU1674'SURFACE OF THE GROUND.
 JU1674
 JU1674                          STATION RECOVERY (1967)
 JU1674
 JU1674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 JU1674'C AND G S REFERENCE MARK DISK STAMPED OGLETOWN NO 2 1958
 JU1674'RECEIVED IN ROCKVILLE OFFICE.  DISK SENT IN BY DELAWARE
 JU1674'HIGHWAY DEPARTMENT.
 JU1674
 JU1674                          STATION RECOVERY (1973)
 JU1674
 JU1674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 JU1674'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION AS
 JU1674'DESCRIBED IN THE 1958 DESCRIPTION.  REFERENCE MARKS ONE AND
 JU1674'TWO WERE NOT FOUND.  THE AZIMUTH MARK WAS NOT FOUND.  A
 JU1674'REFERENCE MARK THREE WAS FOUND WITH THE ARROW POINTING 180
 JU1674'DEGREES OFF OF THE STATION.  THERE WAS NO INFORMATION ON THE
 JU1674'REFERENCE WHICH WAS FOUND.  A SEARCH IS BEING MADE TO ALL
 JU1674'SURVEY OUTFITS IN THE AREA TO FIND OUT WHO SET THE MARK AND
 JU1674'IF ANY OTHER MARKS WERE SET.  THIS STATION WILL BE OCCUPIED
 JU1674'AND RE-MARKED WHEN THE SUBJECT INFORMATION IS OBTAINED.
 JU1674'
 JU1674'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU1674'3 MILES SOUTHEAST OF NEWARK.
 JU1674
 JU1674                          STATION RECOVERY (1979)
 JU1674
 JU1674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RGP)
 JU1674'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  BOTH
 JU1674'REFERENCE MARKS HAD BEEN DESTROYED.  THE AZIMUTH MARK WAS SEARCHED
 JU1674'FOR BUT NOT FOUND, IT IS BELIEVED DESTROYED BY THE PLACING OF A
 JU1674'UNDERGROUND GAS LINE.  TWO NEW REFERENCE MARKS AND A NEW AZIMUTH
 JU1674'MARK WAS ESTABLISHED.  THE REFERENCE MARK 3 WHICH WAS ESTABLISHED,
 JU1674'HAD BEEN SET BY SOME LEVEL CREW BACK AROUND 1958 AND HAD NOT BEEN
 JU1674'TIED TO THE STATION.  THE ARROW ON THE MARK IS POINTING NEARLY 180
 JU1674'DEGREES OFF OF THE STATION.
 JU1674'
 JU1674'A COMPLETE NEW DESCRIPTION FOLLOWS.
 JU1674'
 JU1674'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF NEWARK, 2 MILES
 JU1674'WEST-SOUTHWEST OF CHRISTIANA, 1-1/2 MILES SOUTH OF OGLETOWN
 JU1674'CROSSROADS AND 0.1 MILE NORTH OF INTERSTATE HIGHWAY 95.
 JU1674'
 JU1674'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 40 AND
 JU1674'STATE HIGHWAY 896 IN GLASGOW, GO NORTH ON STATE HIGHWAY 896 FOR 2.1
 JU1674'MILES TO A CROSSROADS.  TURN RIGHT AND GO EAST ON OLD BALTIMORE PIKE
 JU1674'FOR 0.8 MILE TO THE JUNCTION OF STATE HIGHWAY 72.  CONTINUE EAST ON
 JU1674'OLD BALTIMORE PIKE FOR 1.8 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 JU1674'GO NORTH ON SALEM ROAD FOR 0.7 MILE TO A OVERPASS BRIDGE AND THE
 JU1674'AZIMUTH MARK NUMBER 2 ON THE RIGHT.  CONTINUE NORTH ON SALEM ROAD FOR
 JU1674'0.2 MILE TO A SIDE ROAD LEFT.  TURN SHARP LEFT AND GO SOUTH THEN WEST
 JU1674'ON A PAVED ROAD FOR 0.25 MILE TO THE STATION ON THE LEFT.
 JU1674'
 JU1674'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
 JU1674'STAMPED---OGLETOWN 1958---SET INTO THE TOP OF AN IRREGULAR MASS OF
 JU1674'CONCRETE RECESSED 30 CM (12 INCHES) BELOW THE GROUND LOCATED 11.9
 JU1674'METERS (39 FEET) S FROM THE CENTER OF THE PAVED ROAD, 11.0 METERS (36
 JU1674'FEET) E FROM THE CENTER OF A DIRT ROAD LEADING SOUTH, 7.6 METERS (25
 JU1674'FEET) SE FROM A POWERLINE POLE NUMBERED K600 11 44347 40246, AND 0.64
 JU1674'METER (2.1 FEET) W FROM A WITNESS POST.
 JU1674'
 JU1674'REFERENCE MARK NO. 3 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 JU1674'NOS) DISK STAMPED---OGLETOWN NO 3 1958---SET INTO THE TOP OF A
 JU1674'SQUARE CONCRETE MONUMENT 20 CM (8 INCHES) ON SIDE PROJECTING 10 CM (4
 JU1674'INCHES) ABOVE THE GROUND.   THE ARROW ON THIS MARK IS POINTING ABOUT
 JU1674'180 DEGREES OFF OF THE STATION.  THE MARK IS LOCATED 25.82 METERS
 JU1674'(84.7 FEET) NW FROM THE WITNESS POST, 16.2 METERS (53 FEET) W FROM
 JU1674'THE POWERLINE POLE NUMBERED K600 11 44347 40246, 11.6 METERS (38
 JU1674'FEET) W FROM THE CENTER OF THE DIRT ROAD, AND 8.5 METERS (28 FEET) S
 JU1674'FROM THE CENTER OF THE PAVED ROAD.
 JU1674'
 JU1674'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 JU1674'STAMPED---OGLETOWN 1958 NO 4 1979---SET INTO THE TOP OF A ROUND
 JU1674'CONCRETE MONUMENT 25 CM (10 INCHES) IN DIAMETER PROJECTING 3 CM (1
 JU1674'INCH) ABOVE THE GROUND LOCATED 20.79 METERS (68.2 FEET) N FROM THE
 JU1674'WITNESS POST, 8.2 METERS (27 FEET) N FROM THE CENTER OF THE PAVED
 JU1674'ROAD, 1.2 METERS (4 FEET) NE FROM A POWERLINE GUY POLE NUMBERED K600
 JU1674'10 44349 40250, AND 1.2 METERS (4 FEET) SE FROM A GUY ANCHOR.
 JU1674'
 JU1674'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 JU1674'STAMPED---OGLETOWN 1958 AZ 2 1979---CEMENTED IN A DRILL HOLE IN THE
 JU1674'EAST SIDEWALK OF AN OVERPASS BRIDGE WHERE SALEM ROAD CROSSES
 JU1674'INTERSTATE HIGHWAY 95.  MARK IS LOCATED W FROM THE EAST BANISTER, E
 JU1674'FROM THE CENTER OF SALEM ROAD, AND S FROM THE NORTH EDGE OF THE
 JU1674'BRIDGE.
 JU1674
 JU1674                          STATION RECOVERY (1981)
 JU1674
 JU1674'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1674'IT IS NOW BURIED BY 1 1/2 FEET OF DIRT. THERE IS A WITNESS POST. NO
 JU1674'FARM HOUSE, OR DRIVE ARE PRESENT ANY MORE.
 JU1674
 JU1674                          STATION RECOVERY (1991)
 JU1674
 JU1674'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHK)
 JU1674'MARK NOT FOUND.
 JU1674
 JU1674                          STATION RECOVERY (2013)
 JU1674
 JU1674'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1674'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1676 ***********************************************************************
 JU1676  DESIGNATION -  OGLETOWN AZ MK
 JU1676  PID         -  JU1676
 JU1676  STATE/COUNTY-  DE/NEW CASTLE
 JU1676  COUNTRY     -  US
 JU1676  USGS QUAD   -  NEWARK EAST (2016)
 JU1676
 JU1676                         *CURRENT SURVEY CONTROL
 JU1676  ______________________________________________________________________
 JU1676* NAD 83(1986) POSITION- 39 39 44.     (N) 075 41 47.     (W)   SCALED
 JU1676* NAVD 88 ORTHO HEIGHT -    24.023 (meters)       78.82  (feet) ADJUSTED
 JU1676  ______________________________________________________________________
 JU1676  GEOID HEIGHT    -        -33.010 (meters)                     GEOID18
 JU1676  DYNAMIC HEIGHT  -         24.011 (meters)       78.78  (feet) COMP
 JU1676  MODELED GRAVITY -    980,161.3   (mgal)                       NAVD 88
 JU1676
 JU1676  VERT ORDER      -  SECOND    CLASS 0
 JU1676
 JU1676.The horizontal coordinates were scaled from a map and have
 JU1676.an estimated accuracy of +/- 6 seconds.
 JU1676
 JU1676.The orthometric height was determined by differential leveling and
 JU1676.adjusted by the NATIONAL GEODETIC SURVEY
 JU1676.in June 1991.
 JU1676
 JU1676.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1676.GEOID18 height accuracy estimate available here.
 JU1676
 JU1676.Click photographs - Photos may exist for this station.
 JU1676
 JU1676.The dynamic height is computed by dividing the NAVD 88
 JU1676.geopotential number by the normal gravity value computed on the
 JU1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1676.degrees latitude (g = 980.6199 gals.).
 JU1676
 JU1676.The modeled gravity was interpolated from observed gravity values.
 JU1676
 JU1676;                    North         East    Units  Estimated Accuracy
 JU1676;SPC DE       -   184,560.      176,000.      MT  (+/- 180 meters Scaled)
 JU1676
 JU1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ402904(NAD 83)
 JU1676
 JU1676                          SUPERSEDED SURVEY CONTROL
 JU1676
 JU1676  NGVD 29 (11/26/84)   24.364  (m)           79.93   (f) ADJUSTED    2 0
 JU1676
 JU1676.Superseded values are not recommended for survey control.
 JU1676
 JU1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1676.See file dsdata.pdf to determine how the superseded data were derived.
 JU1676
 JU1676_MARKER: DZ = AZIMUTH MARK DISK
 JU1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1676_STAMPING: OGLETOWN 1958
 JU1676_MARK LOGO: CGS
 JU1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1676+STABILITY: SURFACE MOTION
 JU1676
 JU1676  HISTORY     - Date     Condition        Report By
 JU1676  HISTORY     - 1958     MONUMENTED       CGS
 JU1676  HISTORY     - 1959     GOOD             CGS
 JU1676  HISTORY     - 19910201 MARK NOT FOUND   USGS
 JU1676  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1676
 JU1676                          STATION DESCRIPTION
 JU1676
 JU1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1676'3.4 MI W FROM CHRISTIANA.
 JU1676'2.4 MILES NORTHWEST ALONG STATE HIGHWAY 273 FROM THE JUNCTION
 JU1676'WITH STATE HIGHWAY 7 AT CHRISTIANA, THENCE ABOUT 1.0 MILE SOUTH
 JU1676'ALONG SALEM CHURCH ROAD, 1.0 MILE SOUTH OF THE JUNCTION OF HIGHWAY
 JU1676'273 AT OGLETOWN, 0.2 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING
 JU1676'EAST, 17 FEET WEST OF THE CENTER LINE OF THE ROAD AND ACROSS THE
 JU1676'ROAD FROM THE REMAINS OF A TWO-STORY HOUSE, 15 1/2 FEET NORTH OF
 JU1676'THE CENTER LINE OF A FIELD ROAD LEADING WEST, 21 FEET SOUTH OF
 JU1676'POWER LINE POLE 779-5, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 JU1676'AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.  THIS MARK
 JU1676'CAN BE REACHED BY GOING ABOUT 2.35 MILES SOUTHWEST ALONG OLD
 JU1676'BALTIMORE PIKE FROM THE JUNCTION OF STATE HIGHWAYS 7 AND 273
 JU1676'AT CHRISTIANA, THENCE ABOUT 1.0 MILE NORTH ALONG SALEM CHURCH ROAD.
 JU1676
 JU1676                          STATION RECOVERY (1991)
 JU1676
 JU1676'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1676'MARK NOT FOUND.
 JU1676
 JU1676                          STATION RECOVERY (2013)
 JU1676
 JU1676'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1676'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1673 ***********************************************************************
 JU1673  DESIGNATION -  OGLETOWN RM 1
 JU1673  PID         -  JU1673
 JU1673  STATE/COUNTY-  DE/NEW CASTLE
 JU1673  COUNTRY     -  US
 JU1673  USGS QUAD   -  NEWARK EAST (2016)
 JU1673
 JU1673                         *CURRENT SURVEY CONTROL
 JU1673  ______________________________________________________________________
 JU1673* NAD 83(1986) POSITION- 39 39 31.33   (N) 075 41 57.57   (W)   HD_HELD1
 JU1673* NAVD 88 ORTHO HEIGHT -    26.201 (meters)       85.96  (feet) ADJUSTED
 JU1673  ______________________________________________________________________
 JU1673  GEOID HEIGHT    -        -33.014 (meters)                     GEOID18
 JU1673  DYNAMIC HEIGHT  -         26.189 (meters)       85.92  (feet) COMP
 JU1673  MODELED GRAVITY -    980,161.0   (mgal)                       NAVD 88
 JU1673
 JU1673  VERT ORDER      -  SECOND    CLASS 0
 JU1673
 JU1673.The horizontal coordinates were determined by differentially corrected
 JU1673.hand held GPS observations or other comparable positioning techniques
 JU1673.and have an estimated accuracy of +/- 3 meters.
 JU1673
 JU1673.The orthometric height was determined by differential leveling and
 JU1673.adjusted by the NATIONAL GEODETIC SURVEY
 JU1673.in June 1991.
 JU1673
 JU1673.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1673.GEOID18 height accuracy estimate available here.
 JU1673
 JU1673.Click photographs - Photos may exist for this station.
 JU1673
 JU1673.The dynamic height is computed by dividing the NAVD 88
 JU1673.geopotential number by the normal gravity value computed on the
 JU1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1673.degrees latitude (g = 980.6199 gals.).
 JU1673
 JU1673.The modeled gravity was interpolated from observed gravity values.
 JU1673
 JU1673;                    North         East    Units  Estimated Accuracy
 JU1673;SPC DE       -   184,173.6     175,743.1     MT  (+/- 3 meters HH1 GPS) 
 JU1673
 JU1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4000990111(NAD 83)
 JU1673
 JU1673                          SUPERSEDED SURVEY CONTROL
 JU1673
 JU1673  NGVD 29 (11/26/84)   26.543  (m)           87.08   (f) ADJUSTED    2 0
 JU1673
 JU1673.Superseded values are not recommended for survey control.
 JU1673
 JU1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1673.See file dsdata.pdf to determine how the superseded data were derived.
 JU1673
 JU1673_MARKER: DR = REFERENCE MARK DISK
 JU1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1673_STAMPING: OGLETOWN NO 1 1958
 JU1673_MARK LOGO: CGS
 JU1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1673+STABILITY: SURFACE MOTION
 JU1673
 JU1673  HISTORY     - Date     Condition        Report By
 JU1673  HISTORY     - 1958     MONUMENTED       CGS
 JU1673  HISTORY     - 1959     GOOD             CGS
 JU1673  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1673  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1673
 JU1673                          STATION DESCRIPTION
 JU1673
 JU1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1673'3.2 MI W FROM CHRISTIANA.
 JU1673'76.7 FEET EAST-NORTHEAST OF OGLETOWN DESCRIBED, 163 FEET EAST
 JU1673'OF R M 2, 18 FEET SOUTH OF THE CENTER LINE OF GRAVEL ROAD, 109
 JU1673'FEET EAST OF THE CENTER LINE OF DRIVE LEADING SOUTH TO A FARMHOUSE,
 JU1673'100 FEET WEST OF POWER LINE POLE 22, ABOUT 1 1/2 FEET ABOVE THE
 JU1673'LEVEL OF GRAVEL ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING
 JU1673'4 INCHES.
 JU1673
 JU1673                          STATION RECOVERY (1981)
 JU1673
 JU1673'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1673'MARK NOT FOUND.
 JU1673
 JU1673                          STATION RECOVERY (2013)
 JU1673
 JU1673'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1673'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1675 ***********************************************************************
 JU1675  DESIGNATION -  OGLETOWN RM 3 RESET
 JU1675  PID         -  JU1675
 JU1675  STATE/COUNTY-  DE/NEW CASTLE
 JU1675  COUNTRY     -  US
 JU1675  USGS QUAD   -  NEWARK EAST (2016)
 JU1675
 JU1675                         *CURRENT SURVEY CONTROL
 JU1675  ______________________________________________________________________
 JU1675* NAD 83(1986) POSITION- 39 39 31.50   (N) 075 41 59.67   (W)   HD_HELD1
 JU1675* NAVD 88 ORTHO HEIGHT -    26.36  (meters)       86.5   (feet) RESET
 JU1675  ______________________________________________________________________
 JU1675  GEOID HEIGHT    -        -33.014 (meters)                     GEOID18
 JU1675  VERT ORDER      -  THIRD
 JU1675
 JU1675.The horizontal coordinates were determined by differentially corrected
 JU1675.hand held GPS observations or other comparable positioning techniques
 JU1675.and have an estimated accuracy of +/- 3 meters.
 JU1675
 JU1675.The orthometric height was computed from unverified reset data.
 JU1675
 JU1675.No vertical observational check was made to the station.
 JU1675
 JU1675.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1675.GEOID18 height accuracy estimate available here.
 JU1675
 JU1675.Click photographs - Photos may exist for this station.
 JU1675
 JU1675;                    North         East    Units  Estimated Accuracy
 JU1675;SPC DE       -   184,179.0     175,693.0     MT  (+/- 3 meters HH1 GPS) 
 JU1675
 JU1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3995990116(NAD 83)
 JU1675
 JU1675                          SUPERSEDED SURVEY CONTROL
 JU1675
 JU1675  NGVD 29 (??/??/??)   26.70   (m)           87.6    (f) RESET       3  
 JU1675
 JU1675.Superseded values are not recommended for survey control.
 JU1675
 JU1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1675.See file dsdata.pdf to determine how the superseded data were derived.
 JU1675
 JU1675_MARKER: DR = REFERENCE MARK DISK
 JU1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1675_STAMPING: OGLETOWN NO 3 RESET 1958
 JU1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1675+STABILITY: SURFACE MOTION
 JU1675
 JU1675  HISTORY     - Date     Condition        Report By
 JU1675  HISTORY     - 1958     MONUMENTED       DEDHT
 JU1675  HISTORY     - 1967     GOOD             CGS
 JU1675  HISTORY     - 1981     GOOD             UDE
 JU1675  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1675
 JU1675                          STATION DESCRIPTION
 JU1675
 JU1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JU1675'3.2 MI WSW FROM CHRISTIANA.
 JU1675'2.35 MILES SOUTHWEST ALONG THE OLD BALTIMORE PIKE FROM THE
 JU1675'JUNCTION OF STATE HIGHWAYS 7 AND 273 AT CHRISTIANA, THENCE ABOUT
 JU1675'0.65 MILES NORTH ALONG SALEM CHURCH ROAD, THENCE ABOUT 0.2
 JU1675'MILE WEST ALONG A GRAVEL ROAD, 44.5 FEET WEST OF THE CENTER
 JU1675'LINE OF A DRIVE LEADING SOUTH TO A FARM HOUSE, ABOUT 3 FEET ABOVE
 JU1675'THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 JU1675'PROJECTING 4 INCHES.
 JU1675
 JU1675                          STATION RECOVERY (1981)
 JU1675
 JU1675'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1675'RECOVERED IN GOOD CONDITION.
 JU1675
 JU1675                          STATION RECOVERY (2013)
 JU1675
 JU1675'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1675'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2499 ***********************************************************************
 JU2499  DESIGNATION -  OGLETOWN RM 4
 JU2499  PID         -  JU2499
 JU2499  STATE/COUNTY-  DE/NEW CASTLE
 JU2499  COUNTRY     -  US
 JU2499  USGS QUAD   -  NEWARK EAST (2016)
 JU2499
 JU2499                         *CURRENT SURVEY CONTROL
 JU2499  ______________________________________________________________________
 JU2499* NAD 83(1986) POSITION- 39 39 31.95   (N) 075 41 58.78   (W)   HD_HELD1
 JU2499* NAVD 88 ORTHO HEIGHT -    26.38  (+/-2cm)       86.5   (feet) VERTCON3
 JU2499  ______________________________________________________________________
 JU2499  GEOID HEIGHT    -        -33.014 (meters)                     GEOID18
 JU2499  VERT ORDER      -  THIRD (See Below)
 JU2499
 JU2499.The horizontal coordinates were determined by differentially corrected
 JU2499.hand held GPS observations or other comparable positioning techniques
 JU2499.and have an estimated accuracy of +/- 3 meters.
 JU2499
 JU2499.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2499
 JU2499.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2499.GEOID18 height accuracy estimate available here.
 JU2499
 JU2499.The vertical order pertains to the NGVD 29 superseded value.
 JU2499
 JU2499.Click photographs - Photos may exist for this station.
 JU2499
 JU2499;                    North         East    Units  Estimated Accuracy
 JU2499;SPC DE       -   184,192.8     175,714.3     MT  (+/- 3 meters HH1 GPS) 
 JU2499
 JU2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3998090130(NAD 83)
 JU2499
 JU2499                          SUPERSEDED SURVEY CONTROL
 JU2499
 JU2499  NGVD 29 (??/??/??)   26.72   (m)           87.7    (f) RESET       3  
 JU2499
 JU2499.Superseded values are not recommended for survey control.
 JU2499
 JU2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2499.See file dsdata.pdf to determine how the superseded data were derived.
 JU2499
 JU2499_MARKER: DR = REFERENCE MARK DISK
 JU2499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2499_STAMPING: OGLESTOWN 1958 NO 4 1979
 JU2499_MARK LOGO: NGS
 JU2499_PROJECTION: FLUSH
 JU2499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2499+STABILITY: SURFACE MOTION
 JU2499
 JU2499  HISTORY     - Date     Condition        Report By
 JU2499  HISTORY     - 1979     MONUMENTED       NGS
 JU2499  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU2499
 JU2499                          STATION DESCRIPTION
 JU2499
 JU2499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2499'3.2 MI WSW FROM CHRISTIANA.
 JU2499'TO REACH FROM THE INTERSECTION OF U.S. HWY 40 AND STATE HWY 896
 JU2499'IN GLASGOW, GO NORTH ON STATE HWY 896 FOR 2.1 MI TO A CROSSROADS
 JU2499'.TURN RIGHT AND GO EAST ON OLD BALTIMORE PIKE FOR 2.6 MI TO A
 JU2499'SIDE ROAD LEFT. TURN LEFT AND GO NORTH ON SALEM ROAD FOR 0.7 MI TO
 JU2499'A SIDE ROAD LEFT. TURN SHARP LEFT AND GO SOUTH THEN WEST ON A PAVED
 JU2499'ROAD, 4 FEET NE OF A POWERLINE GUY POLE NUMBERED K600 10 44349 42050
 JU2499'AND 4 FEET SE OF A GUY ANCHOR. A DISK SET INTO THE TOP OF A
 JU2499'CONCRETE POST FLUSH WITH THE GROUND. 62.8 FEET NORTH OF A
 JU2499'WITNESS POST. 68.2 MI NNE OF BM OGLETOWN.
 JU2499
 JU2499                          STATION RECOVERY (2013)
 JU2499
 JU2499'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU2499'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2542 ***********************************************************************
 JU2542  DESIGNATION -  OLD REEDY ISLAND LIGHT
 JU2542  PID         -  JU2542
 JU2542  STATE/COUNTY-  DE/NEW CASTLE
 JU2542  COUNTRY     -  US
 JU2542  USGS QUAD   -  DELAWARE CITY (2016)
 JU2542
 JU2542                         *CURRENT SURVEY CONTROL
 JU2542  ______________________________________________________________________
 JU2542* NAD 83(1991) POSITION- 39 30 02.75523(N) 075 34 07.77137(W)   ADJUSTED
 JU2542* NAVD 88 ORTHO HEIGHT -     9.    (meters)       30.    (feet) VERTCON3
 JU2542  ______________________________________________________________________
 JU2542  GEOID HEIGHT    -        -33.587 (meters)                     GEOID18
 JU2542  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 JU2542  HORZ ORDER      -  THIRD
 JU2542
 JU2542.The horizontal coordinates were established by classical geodetic methods
 JU2542.and adjusted by the National Geodetic Survey in January 1992.
 JU2542
 JU2542.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2542
 JU2542.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2542.GEOID18 height accuracy estimate available here.
 JU2542
 JU2542.Click photographs - Photos may exist for this station.
 JU2542
 JU2542.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2542
 JU2542. The following values were computed from the NAD 83(1991) position.
 JU2542
 JU2542;                    North         East     Units Scale Factor Converg.
 JU2542;SPC DE       -   166,611.287   186,912.515   MT  0.99999711   -0 05 48.4
 JU2542;SPC DE       -   546,623.86    613,228.81   sFT  0.99999711   -0 05 48.4
 JU2542;SPC NJ       -    74,635.424    58,075.846   MT  1.00000400   -0 40 47.7
 JU2542;SPC NJ       -   244,866.39    190,537.17   sFT  1.00000400   -0 40 47.7
 JU2542;UTM  18      - 4,372,503.872   451,093.336   MT  0.99962945   -0 21 42.6
 JU2542
 JU2542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2542!SPC DE       -   1.00000393  x   0.99999711  =   1.00000104
 JU2542!SPC NJ       -   1.00000393  x   1.00000400  =   1.00000793
 JU2542!UTM  18      -   1.00000393  x   0.99962945  =   0.99963337
 JU2542
 JU2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5109372503(NAD 83)
 JU2542
 JU2542                          SUPERSEDED SURVEY CONTROL
 JU2542
 JU2542  NAD 83(1986)-  39 30 02.74708(N)    075 34 07.78022(W) AD(       ) 3
 JU2542  USBS        -  39 30 00.15000(N)    075 33 49.41000(W) AD(       ) 3
 JU2542  NGVD 29 (06/08/88)    9.     (m)           30.     (f) VERT ANG       
 JU2542
 JU2542.Superseded values are not recommended for survey control.
 JU2542
 JU2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2542.See file dsdata.pdf to determine how the superseded data were derived.
 JU2542
 JU2542_MARKER: 14 = NAVIGATION LIGHT
 JU2542_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2542
 JU2542  HISTORY     - Date     Condition        Report By
 JU2542  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU2542
 JU2542                          STATION DESCRIPTION
 JU2542
 JU2542'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2542'THE STATION, OLD REEDY ISLAND LIGHT, IS THE CENTER OF THE LIGHT
 JU2542'ATOP THE STRUCTURE.  IT IS COAST GUARD LL  2196.
 JU2542'
 JU2542'THE STATION IS LOCATED ON THE SMALL ISLAND JUST SOUTH FROM
 JU2542'REEDY ISLAND IN DELAWARE RIVER.
 JU2542'
 JU2542'TO REACH THE STATION FROM THE MOUTH OF SALEM RIVER, GO BY BOAT
 JU2542'SOUTH TO THE ISLAND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1818 ***********************************************************************
 JU1818  DESIGNATION -  P 1
 JU1818  PID         -  JU1818
 JU1818  STATE/COUNTY-  DE/NEW CASTLE
 JU1818  COUNTRY     -  US
 JU1818  USGS QUAD   -  SAINT GEORGES (2016)
 JU1818
 JU1818                         *CURRENT SURVEY CONTROL
 JU1818  ______________________________________________________________________
 JU1818* NAD 83(1986) POSITION- 39 32 30.     (N) 075 43 03.     (W)   SCALED
 JU1818* NAVD 88 ORTHO HEIGHT -    18.493 (meters)       60.67  (feet) ADJUSTED
 JU1818  ______________________________________________________________________
 JU1818  GEOID HEIGHT    -        -33.290 (meters)                     GEOID18
 JU1818  DYNAMIC HEIGHT  -         18.483 (meters)       60.64  (feet) COMP
 JU1818  MODELED GRAVITY -    980,139.5   (mgal)                       NAVD 88
 JU1818
 JU1818  VERT ORDER      -  FIRST     CLASS I
 JU1818
 JU1818.The horizontal coordinates were scaled from a map and have
 JU1818.an estimated accuracy of +/- 6 seconds.
 JU1818
 JU1818.The orthometric height was determined by differential leveling and
 JU1818.adjusted by the NATIONAL GEODETIC SURVEY
 JU1818.in June 1991.
 JU1818
 JU1818.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1818.GEOID18 height accuracy estimate available here.
 JU1818
 JU1818.Click photographs - Photos may exist for this station.
 JU1818
 JU1818.The dynamic height is computed by dividing the NAVD 88
 JU1818.geopotential number by the normal gravity value computed on the
 JU1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1818.degrees latitude (g = 980.6199 gals.).
 JU1818
 JU1818.The modeled gravity was interpolated from observed gravity values.
 JU1818
 JU1818;                    North         East    Units  Estimated Accuracy
 JU1818;SPC DE       -   171,190.      174,140.      MT  (+/- 180 meters Scaled)
 JU1818
 JU1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ383771(NAD 83)
 JU1818
 JU1818                          SUPERSEDED SURVEY CONTROL
 JU1818
 JU1818  NGVD 29 (11/26/84)   18.732  (m)           61.46   (f) ADJUSTED    1 1
 JU1818
 JU1818.Superseded values are not recommended for survey control.
 JU1818
 JU1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1818.See file dsdata.pdf to determine how the superseded data were derived.
 JU1818
 JU1818_MARKER: DD = SURVEY DISK
 JU1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1818_STAMPING: P 1 1962
 JU1818_MARK LOGO: USACE
 JU1818_PROJECTION: RECESSED 3 CENTIMETERS
 JU1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1818+STABILITY: SURFACE MOTION
 JU1818
 JU1818  HISTORY     - Date     Condition        Report By
 JU1818  HISTORY     - 1962     MONUMENTED       USACE
 JU1818  HISTORY     - 1963     GOOD             CGS
 JU1818  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1818
 JU1818                          STATION DESCRIPTION
 JU1818
 JU1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1818'0.5 MI E FROM SUMMIT BRIDGE.
 JU1818'0.5 MILE EAST ALONG A DIRT ROAD ON THE SOUTH SIDE OF THE
 JU1818'CHESAPEAKE AND DELAWARE CANAL FROM THE JUNCTION OF BLACK TOP ROAD
 JU1818'63 AT SUMMIT BRIDGE, BETWEEN A CULTIVATED FIELD AND A PASTURE
 JU1818'FIELD, AT THE NORTH END OF A OLD FENCE LINE LEADING SOUTH FROM THE
 JU1818'ROAD, 266 FEET SOUTH OF SOUTH EDGE OF THE CANAL, 4.5 FEET EAST OF
 JU1818'THE NORTH (END) POST AT SOUTH EDGE OF ROAD, AND SET IN THE TOP OF
 JU1818'A CONCRETE POST 1 INCH BELOW SURFACE OF GROUND.
 JU1818
 JU1818                          STATION RECOVERY (2013)
 JU1818
 JU1818'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1818'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1929 ***********************************************************************
 JU1929  DESIGNATION -  P 1
 JU1929  PID         -  JU1929
 JU1929  STATE/COUNTY-  DE/NEW CASTLE
 JU1929  COUNTRY     -  US
 JU1929  USGS QUAD   -  SAINT GEORGES (2016)
 JU1929
 JU1929                         *CURRENT SURVEY CONTROL
 JU1929  ______________________________________________________________________
 JU1929* NAD 83(1986) POSITION- 39 32 58.     (N) 075 42 07.     (W)   SCALED
 JU1929* NAVD 88 ORTHO HEIGHT -    16.651 (meters)       54.63  (feet) ADJUSTED
 JU1929  ______________________________________________________________________
 JU1929  GEOID HEIGHT    -        -33.275 (meters)                     GEOID18
 JU1929  DYNAMIC HEIGHT  -         16.642 (meters)       54.60  (feet) COMP
 JU1929  MODELED GRAVITY -    980,141.0   (mgal)                       NAVD 88
 JU1929
 JU1929  VERT ORDER      -  FIRST     CLASS I
 JU1929
 JU1929.The horizontal coordinates were scaled from a map and have
 JU1929.an estimated accuracy of +/- 6 seconds.
 JU1929
 JU1929.The orthometric height was determined by differential leveling and
 JU1929.adjusted by the NATIONAL GEODETIC SURVEY
 JU1929.in June 1991.
 JU1929
 JU1929.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1929.GEOID18 height accuracy estimate available here.
 JU1929
 JU1929.Click photographs - Photos may exist for this station.
 JU1929
 JU1929.The dynamic height is computed by dividing the NAVD 88
 JU1929.geopotential number by the normal gravity value computed on the
 JU1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1929.degrees latitude (g = 980.6199 gals.).
 JU1929
 JU1929.The modeled gravity was interpolated from observed gravity values.
 JU1929
 JU1929;                    North         East    Units  Estimated Accuracy
 JU1929;SPC DE       -   172,040.      175,480.      MT  (+/- 180 meters Scaled)
 JU1929
 JU1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ396779(NAD 83)
 JU1929
 JU1929                          SUPERSEDED SURVEY CONTROL
 JU1929
 JU1929  NGVD 29 (11/26/84)   16.890  (m)           55.41   (f) ADJUSTED    1 1
 JU1929
 JU1929.Superseded values are not recommended for survey control.
 JU1929
 JU1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1929.See file dsdata.pdf to determine how the superseded data were derived.
 JU1929
 JU1929_MARKER: DB = BENCH MARK DISK
 JU1929_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU1929+WITH SETTING: PAVEMENT
 JU1929_SP_SET: SIGNAL TOWER BASE
 JU1929_STAMPING: 55.840 P 1 1931
 JU1929_MARK LOGO: CGS
 JU1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1929+STABILITY: SURFACE MOTION
 JU1929_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1929+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2006
 JU1929
 JU1929  HISTORY     - Date     Condition        Report By
 JU1929  HISTORY     - 1931     MONUMENTED       CGS
 JU1929  HISTORY     - 1963     GOOD             CGS
 JU1929  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1929  HISTORY     - 1982     MARK NOT FOUND   USPSQD
 JU1929  HISTORY     - 19970901 GOOD             USPSQD
 JU1929  HISTORY     - 20060703 GOOD             USPSQD
 JU1929
 JU1929                          STATION DESCRIPTION
 JU1929
 JU1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1929'1.4 MI S FROM KIRKWOOD.
 JU1929'1.45 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1929'CROSSING OF STATE HIGHWAY 71 AT KIRKWOOD, ABOUT 268 YARDS NORTH
 JU1929'OF NORTH END OF THE RAILROAD DRAWBRIDGE OVER THE CHESAPEAKE AND
 JU1929'DELAWARE CANAL, AT A SIGNAL TOWER, SET ON TOP OF THE NORTHEAST
 JU1929'CORNER OF THE BASE, 7 FEET WEST OF WEST RAIL, AND ABOUT LEVEL
 JU1929'WITH TRACK.
 JU1929
 JU1929                          STATION RECOVERY (1981)
 JU1929
 JU1929'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1929'MARK NOT FOUND.
 JU1929
 JU1929                          STATION RECOVERY (1982)
 JU1929
 JU1929'RECOVERY NOTE BY US POWER SQUADRON 1982
 JU1929'MARK NOT FOUND.
 JU1929
 JU1929                          STATION RECOVERY (1997)
 JU1929
 JU1929'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU1929'RECOVERED IN GOOD CONDITION.
 JU1929
 JU1929                          STATION RECOVERY (2006)
 JU1929
 JU1929'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 JU1929'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1265 ***********************************************************************
 JU1265  DESIGNATION -  P 12
 JU1265  PID         -  JU1265
 JU1265  STATE/COUNTY-  DE/KENT
 JU1265  COUNTRY     -  US
 JU1265  USGS QUAD   -  KENTON (2016)
 JU1265
 JU1265                         *CURRENT SURVEY CONTROL
 JU1265  ______________________________________________________________________
 JU1265* NAD 83(1986) POSITION- 39 08 13.     (N) 075 43 59.     (W)   SCALED
 JU1265* NAVD 88 ORTHO HEIGHT -    20.377 (meters)       66.85  (feet) ADJUSTED
 JU1265  ______________________________________________________________________
 JU1265  GEOID HEIGHT    -        -34.133 (meters)                     GEOID18
 JU1265  DYNAMIC HEIGHT  -         20.366 (meters)       66.82  (feet) COMP
 JU1265  MODELED GRAVITY -    980,086.2   (mgal)                       NAVD 88
 JU1265
 JU1265  VERT ORDER      -  SECOND    CLASS 0
 JU1265
 JU1265.The horizontal coordinates were scaled from a map and have
 JU1265.an estimated accuracy of +/- 6 seconds.
 JU1265
 JU1265.The orthometric height was determined by differential leveling and
 JU1265.adjusted by the NATIONAL GEODETIC SURVEY
 JU1265.in June 1991.
 JU1265
 JU1265.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1265.GEOID18 height accuracy estimate available here.
 JU1265
 JU1265.Click photographs - Photos may exist for this station.
 JU1265
 JU1265.The dynamic height is computed by dividing the NAVD 88
 JU1265.geopotential number by the normal gravity value computed on the
 JU1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1265.degrees latitude (g = 980.6199 gals.).
 JU1265
 JU1265.The modeled gravity was interpolated from observed gravity values.
 JU1265
 JU1265;                    North         East    Units  Estimated Accuracy
 JU1265;SPC DE       -   126,260.      172,650.      MT  (+/- 180 meters Scaled)
 JU1265
 JU1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ366322(NAD 83)
 JU1265
 JU1265                          SUPERSEDED SURVEY CONTROL
 JU1265
 JU1265  NGVD 29 (11/26/84)   20.613  (m)           67.63   (f) ADJUSTED    2 0
 JU1265
 JU1265.Superseded values are not recommended for survey control.
 JU1265
 JU1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1265.See file dsdata.pdf to determine how the superseded data were derived.
 JU1265
 JU1265_MARKER: DB = BENCH MARK DISK
 JU1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1265_STAMPING: P 12 1942
 JU1265_MARK LOGO: CGS
 JU1265_PROJECTION: FLUSH
 JU1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1265+STABILITY: SURFACE MOTION
 JU1265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1265+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2011
 JU1265
 JU1265  HISTORY     - Date     Condition        Report By
 JU1265  HISTORY     - 1942     MONUMENTED       CGS
 JU1265  HISTORY     - 1964     GOOD             CGS
 JU1265  HISTORY     - 1981     GOOD             UDE
 JU1265  HISTORY     - 20100521 GOOD             BECMOR
 JU1265  HISTORY     - 20111115 GOOD             DELCOS
 JU1265
 JU1265                          STATION DESCRIPTION
 JU1265
 JU1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1265'2 MI NE FROM MARYDEL.
 JU1265'2.0 MILES NORTHEAST ALONG A MACADAM ROAD FROM THE OLD PENNSYLVANIA
 JU1265'RAILROAD STATION AT MARYDEL.  42 FEET NORTHEAST OF THE CENTERLINE
 JU1265'OF DRIVEWAY TO A 1-STORY HOUSE, 26.5 FEET SOUTHEAST OF THE CENTER
 JU1265'LINE OF THE MACADAM ROAD, 2 FEET NORTHEAST OF THE NORTHWEST
 JU1265'CORNER OF THE SHRUBERRY AROUND THE YARD AND AT THE VERY BASE
 JU1265'OF A CEDAR TREE.  A STANDARD DISK IN THE TOP OF A CONCRETE POST
 JU1265'AND FLUSH WITH THE GROUND.
 JU1265
 JU1265                          STATION RECOVERY (1981)
 JU1265
 JU1265'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1265'RECOVERED IN GOOD CONDITION.
 JU1265
 JU1265                          STATION RECOVERY (2010)
 JU1265
 JU1265'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1265'0.10 MILES SOUTHWEST FROM TARAILA ROAD (NUMBER 185) AND PROCTORS
 JU1265'PURCHASE ROAD (NUMBER 183) INTERSECTION, 24 FEET SOUTHEAST OF CENTER
 JU1265'OF TARAILA ROAD, 3 FEET SOUTHEAST OF A 12 INCH CEDAR TREE
 JU1265
 JU1265                          STATION RECOVERY (2011)
 JU1265
 JU1265'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 JU1265'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1387 ***********************************************************************
 JU1387  DESIGNATION -  P 22
 JU1387  PID         -  JU1387
 JU1387  STATE/COUNTY-  DE/NEW CASTLE
 JU1387  COUNTRY     -  US
 JU1387  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1387
 JU1387                         *CURRENT SURVEY CONTROL
 JU1387  ______________________________________________________________________
 JU1387* NAD 83(1986) POSITION- 39 42 35.     (N) 075 34 45.     (W)   SCALED
 JU1387* NAVD 88 ORTHO HEIGHT -     3.714 (meters)       12.19  (feet) ADJUSTED
 JU1387  ______________________________________________________________________
 JU1387  GEOID HEIGHT    -        -32.979 (meters)                     GEOID18
 JU1387  DYNAMIC HEIGHT  -          3.712 (meters)       12.18  (feet) COMP
 JU1387  MODELED GRAVITY -    980,171.2   (mgal)                       NAVD 88
 JU1387
 JU1387  VERT ORDER      -  FIRST     CLASS I
 JU1387
 JU1387.The horizontal coordinates were scaled from a map and have
 JU1387.an estimated accuracy of +/- 6 seconds.
 JU1387
 JU1387.The orthometric height was determined by differential leveling and
 JU1387.adjusted by the NATIONAL GEODETIC SURVEY
 JU1387.in June 1991.
 JU1387
 JU1387.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1387.GEOID18 height accuracy estimate available here.
 JU1387
 JU1387.Click photographs - Photos may exist for this station.
 JU1387
 JU1387.The dynamic height is computed by dividing the NAVD 88
 JU1387.geopotential number by the normal gravity value computed on the
 JU1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1387.degrees latitude (g = 980.6199 gals.).
 JU1387
 JU1387.The modeled gravity was interpolated from observed gravity values.
 JU1387
 JU1387;                    North         East    Units  Estimated Accuracy
 JU1387;SPC DE       -   189,810.      186,070.      MT  (+/- 180 meters Scaled)
 JU1387
 JU1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ503957(NAD 83)
 JU1387
 JU1387                          SUPERSEDED SURVEY CONTROL
 JU1387
 JU1387  NGVD 29 (11/26/84)    3.969  (m)           13.02   (f) ADJUSTED    1 1
 JU1387
 JU1387.Superseded values are not recommended for survey control.
 JU1387
 JU1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1387.See file dsdata.pdf to determine how the superseded data were derived.
 JU1387
 JU1387_MARKER: DB = BENCH MARK DISK
 JU1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1387_STAMPING: P 22 1959
 JU1387_MARK LOGO: CGS
 JU1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1387+STABILITY: SURFACE MOTION
 JU1387
 JU1387  HISTORY     - Date     Condition        Report By
 JU1387  HISTORY     - 1959     MONUMENTED       CGS
 JU1387  HISTORY     - 1965     GOOD             CGS
 JU1387  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU1387  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1387
 JU1387                          STATION DESCRIPTION
 JU1387
 JU1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU1387'1.2 MI N FROM FARNHURST.
 JU1387'1.15 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1387'OVERPASS OF U.S. HIGHWAYS 13 AND 40 OVER TRACKS AT FARNHURST,
 JU1387'0.55 MILE SOUTH OF BRIDGE OVER THE CHRISTINA RIVER, 0.15 MILE
 JU1387'NORTHEAST OF MILEPOST 3, 189 FEET EAST OF THE EAST RAIL OF
 JU1387'RAILROAD, 225 FEET NORTHEAST OF POWERLINE POLE NO. 6805 51 A OF
 JU1387'A TWIN POLE POWER TRANSMISSION LINE, 16 1/2 FEET NORTH OF A
 JU1387'16-INCH OAK TREE, 34 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE
 JU1387'CENTERLINE OF A NEW GRADE FOR A SPUR LINE TO PETRILLO BROTHERS
 JU1387'INC. CEMENT PLANT (NOW UNDER CONSTRUCTION)., 8 FEET NORTHEAST OF
 JU1387'A LARGE PILE OF DIRT AND 2 FEET SOUTH OF A STEEL WITNESS POST.
 JU1387'THE DISK IS SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JU1387'ABOUT 3 INCHES.
 JU1387
 JU1387                          STATION RECOVERY (1979)
 JU1387
 JU1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1387'MARK NOT FOUND.
 JU1387
 JU1387                          STATION RECOVERY (2013)
 JU1387
 JU1387'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1387'MARK IS NOW ON PROPERTY OF DELORES J. BAYLOR WOMEN'S CORRECTIONAL
 JU1387'INSTITUTION, WHICH IS BEHIND A GATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0110 ***********************************************************************
 HU0110  DESIGNATION -  P 27
 HU0110  PID         -  HU0110
 HU0110  STATE/COUNTY-  DE/SUSSEX
 HU0110  COUNTRY     -  US
 HU0110  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU0110
 HU0110                         *CURRENT SURVEY CONTROL
 HU0110  ______________________________________________________________________
 HU0110* NAD 83(1986) POSITION- 38 38 01.     (N) 075 04 01.     (W)   SCALED
 HU0110* NAVD 88 ORTHO HEIGHT -     2.098 (meters)        6.88  (feet) ADJUSTED
 HU0110  ______________________________________________________________________
 HU0110  GEOID HEIGHT    -        -35.714 (meters)                     GEOID18
 HU0110  DYNAMIC HEIGHT  -          2.096 (meters)        6.88  (feet) COMP
 HU0110  MODELED GRAVITY -    980,033.8   (mgal)                       NAVD 88
 HU0110
 HU0110  VERT ORDER      -  SECOND    CLASS 0
 HU0110
 HU0110.The horizontal coordinates were scaled from a map and have
 HU0110.an estimated accuracy of +/- 6 seconds.
 HU0110
 HU0110.The orthometric height was determined by differential leveling and
 HU0110.adjusted by the NATIONAL GEODETIC SURVEY
 HU0110.in June 1991.
 HU0110
 HU0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0110.GEOID18 height accuracy estimate available here.
 HU0110
 HU0110.Click photographs - Photos may exist for this station.
 HU0110
 HU0110.The dynamic height is computed by dividing the NAVD 88
 HU0110.geopotential number by the normal gravity value computed on the
 HU0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0110.degrees latitude (g = 980.6199 gals.).
 HU0110
 HU0110.The modeled gravity was interpolated from observed gravity values.
 HU0110
 HU0110;                    North         East    Units  Estimated Accuracy
 HU0110;SPC DE       -    70,390.      230,450.      MT  (+/- 180 meters Scaled)
 HU0110
 HU0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH941761(NAD 83)
 HU0110
 HU0110                          SUPERSEDED SURVEY CONTROL
 HU0110
 HU0110  NGVD 29 (11/26/84)    2.334  (m)            7.66   (f) ADJUSTED    2 0
 HU0110
 HU0110.Superseded values are not recommended for survey control.
 HU0110
 HU0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0110.See file dsdata.pdf to determine how the superseded data were derived.
 HU0110
 HU0110_MARKER: DB = BENCH MARK DISK
 HU0110_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HU0110+WITH SETTING: PAVEMENT
 HU0110_SP_SET: FLAG TOWER FOUNDATION
 HU0110_STAMPING: P 27 1962
 HU0110_MARK LOGO: CGS
 HU0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0110+STABILITY: SURFACE MOTION
 HU0110
 HU0110  HISTORY     - Date     Condition        Report By
 HU0110  HISTORY     - 1962     MONUMENTED       CGS
 HU0110  HISTORY     - 1967     GOOD             CGS
 HU0110  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0110  HISTORY     - 1982     MARK NOT FOUND   USGS
 HU0110
 HU0110                          STATION DESCRIPTION
 HU0110
 HU0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0110'5.6 MI S FROM REHOBOTH BEACH.
 HU0110'5.6 MILES SOUTH ON SECOND STREET, ALTERNATE STATE HIGHWAY 14 AND
 HU0110'STATE HIGHWAY 14 FROM THE POST OFFICE IN REHOBOTH BEACH.  SET IN
 HU0110'A DRILL HOLE IN THE NORTHWEST CONCRETE FOUNDATION OF THE NORTHWEST
 HU0110'LEG OF AN ABANDONED COAST GUARD FLAG TOWER.  227 FEET EAST OF THE
 HU0110'CENTER LINE OF HIGHWAY 14, 1 FOOT NORTH OF THE STEEL LEG AND ABOUT
 HU0110'1 FOOT BELOW THE LEVEL OF THE SAND.
 HU0110
 HU0110                          STATION RECOVERY (1967)
 HU0110
 HU0110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 HU0110'RECOVERED IN GOOD CONDITION.
 HU0110
 HU0110                          STATION RECOVERY (1981)
 HU0110
 HU0110'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0110'NOTE--IT COULD STILL BE THERE UNDER ABOUT 3 FT OF SAND AND ABOUT 15
 HU0110'ROLLS OF SNOW FENCING. THE STATION IS NOW USED AS A HWY. DEPT. STORAGE
 HU0110'AREA.
 HU0110
 HU0110                          STATION RECOVERY (1982)
 HU0110
 HU0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HU0110'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0153 ***********************************************************************
 HU0153  DESIGNATION -  P 28
 HU0153  PID         -  HU0153
 HU0153  STATE/COUNTY-  DE/SUSSEX
 HU0153  COUNTRY     -  US
 HU0153  USGS QUAD   -  FRANKFORD (2016)
 HU0153
 HU0153                         *CURRENT SURVEY CONTROL
 HU0153  ______________________________________________________________________
 HU0153* NAD 83(1986) POSITION- 38 31 02.4    (N) 075 14 11.6    (W)   HD_HELD2
 HU0153* NAVD 88 ORTHO HEIGHT -    11.561 (meters)       37.93  (feet) ADJUSTED
 HU0153  ______________________________________________________________________
 HU0153  GEOID HEIGHT    -        -35.803 (meters)                     GEOID18
 HU0153  DYNAMIC HEIGHT  -         11.554 (meters)       37.91  (feet) COMP
 HU0153  MODELED GRAVITY -    980,018.5   (mgal)                       NAVD 88
 HU0153
 HU0153  VERT ORDER      -  SECOND    CLASS 0
 HU0153
 HU0153.The horizontal coordinates were established by autonomous hand held GPS
 HU0153.observations and have an estimated accuracy of +/- 10 meters.
 HU0153
 HU0153.The orthometric height was determined by differential leveling and
 HU0153.adjusted by the NATIONAL GEODETIC SURVEY
 HU0153.in June 1991.
 HU0153
 HU0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0153.GEOID18 height accuracy estimate available here.
 HU0153
 HU0153.Click photographs - Photos may exist for this station.
 HU0153
 HU0153.The dynamic height is computed by dividing the NAVD 88
 HU0153.geopotential number by the normal gravity value computed on the
 HU0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0153.degrees latitude (g = 980.6199 gals.).
 HU0153
 HU0153.The modeled gravity was interpolated from observed gravity values.
 HU0153
 HU0153;                    North         East    Units  Estimated Accuracy
 HU0153;SPC DE       -    57,440.      215,708.      MT  (+/- 10 meters HH2 GPS)
 HU0153
 HU0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7937763243(NAD 83)
 HU0153
 HU0153                          SUPERSEDED SURVEY CONTROL
 HU0153
 HU0153  NGVD 29 (11/26/84)   11.801  (m)           38.72   (f) ADJUSTED    2 0
 HU0153
 HU0153.Superseded values are not recommended for survey control.
 HU0153
 HU0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0153.See file dsdata.pdf to determine how the superseded data were derived.
 HU0153
 HU0153_MARKER: DB = BENCH MARK DISK
 HU0153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0153_SP_SET: WATER TANK
 HU0153_STAMPING: P 28 1962
 HU0153_MARK LOGO: CGS
 HU0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0153
 HU0153  HISTORY     - Date     Condition        Report By
 HU0153  HISTORY     - 1962     MONUMENTED       CGS
 HU0153  HISTORY     - 1981     GOOD             UDE
 HU0153  HISTORY     - 1987     GOOD             USPSQD
 HU0153  HISTORY     - 20120206 GOOD             DELCOS
 HU0153
 HU0153                          STATION DESCRIPTION
 HU0153
 HU0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0153'AT FRANKFORD.
 HU0153'63 YARDS WEST AND ACROSS PENNSYLVANIA RAILROAD TRACK FROM THE WEST
 HU0153'SIDE OF FREIGHT STATION AND 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 HU0153'SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE NORTHEAST
 HU0153'CONCRETE FOUNDATION OF THE NORTHEAST LEG OF THE CITY WATER TANK IN
 HU0153'FRANKFORD.
 HU0153
 HU0153                          STATION RECOVERY (1981)
 HU0153
 HU0153'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0153'RECOVERED IN GOOD CONDITION.
 HU0153
 HU0153                          STATION RECOVERY (1987)
 HU0153
 HU0153'RECOVERY NOTE BY US POWER SQUADRON 1987 (OPE)
 HU0153'RECOVERED IN GOOD CONDITION.
 HU0153
 HU0153                          STATION RECOVERY (2012)
 HU0153
 HU0153'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0153'GET PERMISSION FROM FRANKFORD GOVT. TO GET ACCESS INTO FENCED IN AREA
 HU0153'AROUND THE WATER TANK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1205 ***********************************************************************
 HU1205  DESIGNATION -  P 28 RESET
 HU1205  PID         -  HU1205
 HU1205  STATE/COUNTY-  DE/SUSSEX
 HU1205  COUNTRY     -  US
 HU1205  USGS QUAD   -  FRANKFORD (2016)
 HU1205
 HU1205                         *CURRENT SURVEY CONTROL
 HU1205  ______________________________________________________________________
 HU1205* NAD 83(1986) POSITION- 38 31 05.2    (N) 075 14 07.7    (W)   HD_HELD2
 HU1205* NAVD 88 ORTHO HEIGHT -    10.98  (+/-2cm)       36.0   (feet) VERTCON3
 HU1205  ______________________________________________________________________
 HU1205  GEOID HEIGHT    -        -35.802 (meters)                     GEOID18
 HU1205  VERT ORDER      -  THIRD (See Below)
 HU1205
 HU1205.The horizontal coordinates were established by autonomous hand held GPS
 HU1205.observations and have an estimated accuracy of +/- 10 meters.
 HU1205
 HU1205.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1205
 HU1205.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1205.GEOID18 height accuracy estimate available here.
 HU1205
 HU1205.The vertical order pertains to the NGVD 29 superseded value.
 HU1205
 HU1205.Click photographs - Photos may exist for this station.
 HU1205
 HU1205;                    North         East    Units  Estimated Accuracy
 HU1205;SPC DE       -    57,526.      215,802.      MT  (+/- 10 meters HH2 GPS)
 HU1205
 HU1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7947263329(NAD 83)
 HU1205
 HU1205                          SUPERSEDED SURVEY CONTROL
 HU1205
 HU1205  NGVD 29 (??/??/??)   11.22   (m)           36.8    (f) RESET       3  
 HU1205
 HU1205.Superseded values are not recommended for survey control.
 HU1205
 HU1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1205.See file dsdata.pdf to determine how the superseded data were derived.
 HU1205
 HU1205_MARKER: DV = VERTICAL CONTROL DISK
 HU1205_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HU1205_SP_SET: WALK WAY
 HU1205_STAMPING: P 28 RESET 1980
 HU1205_MARK LOGO: NGS
 HU1205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1205
 HU1205  HISTORY     - Date     Condition        Report By
 HU1205  HISTORY     - 1980     MONUMENTED       NGS
 HU1205  HISTORY     - 1987     GOOD             USPSQD
 HU1205  HISTORY     - 20120213 GOOD             DELCOS
 HU1205  HISTORY     - 20191113 GOOD             BASE9
 HU1205
 HU1205                          STATION DESCRIPTION
 HU1205
 HU1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 HU1205'AT FRANKFORD.
 HU1205'LOCATED IN THE CENTER OF FRANKFORD, IN THE BASE FOR THE FLAGPOLE ON
 HU1205'THE WEST SIDE OF THE FRANKFORD POST OFFICE, 42 FEET EAST OF THE
 HU1205'CENTER OF MAIN STREET, 65 FEET NORTHEAST OF A POWERLINE POLE
 HU1205'NUMBERED 57296 OVER 98647, 39 FEET SOUTHEAST OF A POWERLINE POLE
 HU1205'NUMBERED 57293 OVER 98656, 3.5 FEET SOUTHWEST OF THE CENTER OF THE
 HU1205'WEST ENTRANCE TO THE POST OFFICE.
 HU1205
 HU1205                          STATION RECOVERY (1987)
 HU1205
 HU1205'RECOVERY NOTE BY US POWER SQUADRON 1987 (OPE)
 HU1205'RECOVERED IN GOOD CONDITION.
 HU1205
 HU1205                          STATION RECOVERY (2012)
 HU1205
 HU1205'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU1205'RECOVERED IN GOOD CONDITION.
 HU1205
 HU1205                          STATION RECOVERY (2019)
 HU1205
 HU1205'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2019 (DRD)
 HU1205'THE POST OFFICE IS LOCATED AT 19945 MAIN STREET.  THE FLAGPOLE HAS
 HU1205'BEEN MOVED TO THE CORNER OF THE BUILDING.  THE MARK IS LOCATED IN
 HU1205'FRONT OF THE GLASS DOOR ENTRANCE AND IS FLUSH WITH THE WALKWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0070 ***********************************************************************
 HU0070  CBN         -  This is a Cooperative Base Network Control Station.
 HU0070  DESIGNATION -  P 29
 HU0070  PID         -  HU0070
 HU0070  STATE/COUNTY-  DE/SUSSEX
 HU0070  COUNTRY     -  US
 HU0070  USGS QUAD   -  MILTON (2016)
 HU0070
 HU0070                         *CURRENT SURVEY CONTROL
 HU0070  ______________________________________________________________________
 HU0070* NAD 83(2011) POSITION- 38 45 57.00285(N) 075 16 50.83221(W)   ADJUSTED
 HU0070* NAD 83(2011) ELLIP HT-   -27.752 (meters)        (06/27/12)   ADJUSTED
 HU0070* NAD 83(2011) EPOCH   -  2010.00
 HU0070* NAVD 88 ORTHO HEIGHT -     7.854 (meters)       25.77  (feet) ADJUSTED
 HU0070  ______________________________________________________________________
 HU0070  GEOID HEIGHT    -        -35.602 (meters)                     GEOID18
 HU0070  NAD 83(2011) X  -  1,265,234.233 (meters)                     COMP
 HU0070  NAD 83(2011) Y  - -4,816,205.593 (meters)                     COMP
 HU0070  NAD 83(2011) Z  -  3,972,063.963 (meters)                     COMP
 HU0070  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 HU0070  DYNAMIC HEIGHT  -          7.850 (meters)       25.75  (feet) COMP
 HU0070  MODELED GRAVITY -    980,033.3   (mgal)                       NAVD 88
 HU0070
 HU0070  VERT ORDER      -  FIRST     CLASS II
 HU0070
 HU0070  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU0070  Standards:
 HU0070         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU0070            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU0070  -------------------------------------------------------------------
 HU0070  NETWORK    0.47   0.57           0.21   0.17   0.29      0.01183427
 HU0070  -------------------------------------------------------------------
 HU0070  Click here for local accuracies and other accuracy information.
 HU0070
 HU0070.The horizontal coordinates were established by GPS observations
 HU0070.and adjusted by the National Geodetic Survey in June 2012.
 HU0070
 HU0070.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU0070.been affixed to the stable North American tectonic plate. See 
 HU0070.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU0070
 HU0070.The horizontal coordinates are valid at the epoch date displayed above
 HU0070.which is a decimal equivalence of Year/Month/Day.
 HU0070
 HU0070.The orthometric height was determined by differential leveling and
 HU0070.adjusted by the NATIONAL GEODETIC SURVEY
 HU0070.in January 2013.
 HU0070
 HU0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0070.GEOID18 height accuracy estimate available here.
 HU0070
 HU0070.Click photographs - Photos may exist for this station.
 HU0070
 HU0070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU0070
 HU0070.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU0070
 HU0070.The ellipsoidal height was determined by GPS observations
 HU0070.and is referenced to NAD 83.
 HU0070
 HU0070.The dynamic height is computed by dividing the NAVD 88
 HU0070.geopotential number by the normal gravity value computed on the
 HU0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0070.degrees latitude (g = 980.6199 gals.).
 HU0070
 HU0070.The modeled gravity was interpolated from observed gravity values.
 HU0070
 HU0070. The following values were computed from the NAD 83(2011) position.
 HU0070
 HU0070;                    North         East     Units Scale Factor Converg.
 HU0070;SPC DE       -    85,018.794   211,809.433   MT  0.99999672   +0 05 06.3
 HU0070;SPC DE       -   278,932.49    694,911.45   sFT  0.99999672   +0 05 06.3
 HU0070;UTM  18      - 4,290,828.893   475,606.226   MT  0.99960733   -0 10 32.9
 HU0070
 HU0070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0070!SPC DE       -   1.00000435  x   0.99999672  =   1.00000107
 HU0070!UTM  18      -   1.00000435  x   0.99960733  =   0.99961168
 HU0070
 HU0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7560690828(NAD 83)
 HU0070
 HU0070                          SUPERSEDED SURVEY CONTROL
 HU0070
 HU0070  NAD 83(2007)-  38 45 57.00318(N)    075 16 50.83299(W) AD(2002.00) 0
 HU0070  ELLIP H (02/10/07)  -27.724  (m)                       GP(2002.00)    
 HU0070  NAD 83(1991)-  38 45 57.00321(N)    075 16 50.83301(W) AD(       ) A
 HU0070  ELLIP H (02/12/02)  -27.721  (m)                       GP(       ) 4 1
 HU0070  NAVD 88               7.84   (m)           25.7    (f) LEVELING    3  
 HU0070  NAVD 88 (06/15/91)    7.841  (m)           25.73   (f) SUPERSEDED  1 2
 HU0070  NGVD 29 (11/26/84)    8.081  (m)           26.51   (f) ADJUSTED    1 2
 HU0070
 HU0070.Superseded values are not recommended for survey control.
 HU0070
 HU0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0070.See file dsdata.pdf to determine how the superseded data were derived.
 HU0070
 HU0070_MARKER: DB = BENCH MARK DISK
 HU0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0070_STAMPING: P 29 1962
 HU0070_MARK LOGO: CGS
 HU0070_PROJECTION: FLUSH
 HU0070_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0070+STABILITY: SURFACE MOTION
 HU0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0070+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2013
 HU0070
 HU0070  HISTORY     - Date     Condition        Report By
 HU0070  HISTORY     - 1962     MONUMENTED       CGS
 HU0070  HISTORY     - 1981     GOOD             UDE
 HU0070  HISTORY     - 20001108 GOOD             DEDHT
 HU0070  HISTORY     - 20040828 GOOD             USPSQD
 HU0070  HISTORY     - 20050222 GOOD             DEDT
 HU0070  HISTORY     - 20060510 GOOD             GEOMET
 HU0070  HISTORY     - 20120112 GOOD             USFWS
 HU0070  HISTORY     - 20120210 GOOD             DELCOS
 HU0070  HISTORY     - 20120910 GOOD             INDIV
 HU0070  HISTORY     - 20131009 GOOD             DELCOS
 HU0070
 HU0070                          STATION DESCRIPTION
 HU0070
 HU0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0070'2 MI SE FROM MILTON.
 HU0070'0.2 MILE SOUTHEAST ON MULBERRY STREET FROM THE POST OFFICE AT MILTON,
 HU0070'THENCE 1.75 MILE SOUTHEAST ON WHARTON STREET, ATLANTIC STREET AND
 HU0070'BLACKTOPPED ROAD.  AT THE SOUTHWEST SIDE OF WEIGANDS CEMETERY, 32.2
 HU0070'FEET NORTHEAST OF THE CENTER LINE OF BLACKTOPPED ROAD, 8.8 FEET
 HU0070'NORTHWEST OF THE CENTER OF THE GATE TO CEMETERY, 1 FOOT SOUTHWEST
 HU0070'OF CONCRETE BLOCK FENCE ON SOUTHWEST SIDE OF THE CEMETERY AND ABOUT
 HU0070'LEVEL WITH THE ROAD.  SET IN THE TOP OF A CONCRETE POST LEVEL WITH
 HU0070'THE GROUND.
 HU0070
 HU0070                          STATION RECOVERY (1981)
 HU0070
 HU0070'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0070'RECOVERED IN GOOD CONDITION.
 HU0070
 HU0070                          STATION RECOVERY (2000)
 HU0070
 HU0070'RECOVERY NOTE BY DE DEPT OF HIGHWAYS 2000 (JC)
 HU0070'RECOVERED AS DESCRIBED.
 HU0070
 HU0070                          STATION RECOVERY (2004)
 HU0070
 HU0070'RECOVERY NOTE BY US POWER SQUADRON 2004 (BH)
 HU0070'NEW US POST OFFICE NOW LOCATED ON STATE ROUTE 16 JUST WEST OF MULBERRY
 HU0070'STREET. OLD POST OFFICE ON MAGNOLIA ST (ON THE SOUTH SIDE OF THE
 HU0070'STREET JUST EAST OF THE INTERSECTION OF MULBERRY AND MAGNOLIA) NOW
 HU0070'OCCUPIED BY THE STRIP JOINT (FURNITURE REFINISHING COMPANY).
 HU0070
 HU0070                          STATION RECOVERY (2005)
 HU0070
 HU0070'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2005 (JRC)
 HU0070'RECOVERED AS DESCRIBED.
 HU0070
 HU0070                          STATION RECOVERY (2006)
 HU0070
 HU0070'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2006 (CCG)
 HU0070'RECOVERED IN GOOD CONDITION.
 HU0070
 HU0070                          STATION RECOVERY (2012)
 HU0070
 HU0070'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2012 (MJH)
 HU0070'RECOVERED AS DESCRIBED.
 HU0070
 HU0070                          STATION RECOVERY (2012)
 HU0070
 HU0070'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0070'RECOVERED IN GOOD CONDITION.
 HU0070
 HU0070                          STATION RECOVERY (2012)
 HU0070
 HU0070'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JFS)
 HU0070'RECOVERED AS DESCRIBED
 HU0070'USED FOR GPS
 HU0070
 HU0070                          STATION RECOVERY (2013)
 HU0070
 HU0070'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 HU0070'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1392 ***********************************************************************
 JU1392  DESIGNATION -  P 3
 JU1392  PID         -  JU1392
 JU1392  STATE/COUNTY-  DE/NEW CASTLE
 JU1392  COUNTRY     -  US
 JU1392  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1392
 JU1392                         *CURRENT SURVEY CONTROL
 JU1392  ______________________________________________________________________
 JU1392* NAD 83(1986) POSITION- 39 44 23.6    (N) 075 35 09.1    (W)   HD_HELD2
 JU1392* NAVD 88 ORTHO HEIGHT -    25.523 (meters)       83.74  (feet) ADJUSTED
 JU1392  ______________________________________________________________________
 JU1392  GEOID HEIGHT    -        -32.910 (meters)                     GEOID18
 JU1392  DYNAMIC HEIGHT  -         25.511 (meters)       83.70  (feet) COMP
 JU1392  MODELED GRAVITY -    980,175.5   (mgal)                       NAVD 88
 JU1392
 JU1392  VERT ORDER      -  FIRST     CLASS II
 JU1392
 JU1392.The horizontal coordinates were established by autonomous hand held GPS
 JU1392.observations and have an estimated accuracy of +/- 10 meters.
 JU1392
 JU1392.The orthometric height was determined by differential leveling and
 JU1392.adjusted by the NATIONAL GEODETIC SURVEY
 JU1392.in June 1991.
 JU1392
 JU1392.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1392.GEOID18 height accuracy estimate available here.
 JU1392
 JU1392.Click photographs - Photos may exist for this station.
 JU1392
 JU1392.The dynamic height is computed by dividing the NAVD 88
 JU1392.geopotential number by the normal gravity value computed on the
 JU1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1392.degrees latitude (g = 980.6199 gals.).
 JU1392
 JU1392.The modeled gravity was interpolated from observed gravity values.
 JU1392
 JU1392;                    North         East    Units  Estimated Accuracy
 JU1392;SPC DE       -   193,163.      185,497.      MT  (+/- 10 meters HH2 GPS)
 JU1392
 JU1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4980199052(NAD 83)
 JU1392
 JU1392                          SUPERSEDED SURVEY CONTROL
 JU1392
 JU1392  NGVD 29 (11/26/84)   25.876  (m)           84.89   (f) ADJUSTED    1 2
 JU1392
 JU1392.Superseded values are not recommended for survey control.
 JU1392
 JU1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1392.See file dsdata.pdf to determine how the superseded data were derived.
 JU1392
 JU1392_MARKER: DB = BENCH MARK DISK
 JU1392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1392_SP_SET: ABUTMENT STEP
 JU1392_STAMPING: 84.895 P 3 1931
 JU1392_MARK LOGO: CGS
 JU1392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1392
 JU1392  HISTORY     - Date     Condition        Report By
 JU1392  HISTORY     - 1931     MONUMENTED       CGS
 JU1392  HISTORY     - 1946     GOOD             CGS
 JU1392  HISTORY     - 1975     GOOD             LOCENG
 JU1392  HISTORY     - 1981     GOOD             UDE
 JU1392  HISTORY     - 20101016 GOOD             GEOCAC
 JU1392
 JU1392                          STATION DESCRIPTION
 JU1392
 JU1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 JU1392'1.8 MI W FROM WILMINGTON.
 JU1392'1.8 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JU1392'WILMINGTON, NEW CASTLE COUNTY, AT ELSMERE JUNCTION, 100 YARDS
 JU1392'SOUTH OF THE JUNCTION OF THE READING CO. RAILROAD, AT A BRIDGE ON
 JU1392'THE READING LINE, AND IN THE TOP OF THE NEXT-TO-THE-TOP STEP OF
 JU1392'THE EAST WING WALL OF THE SOUTH ABUTMENT.  A STANDARD DISK,
 JU1392'STAMPED 84.895 P 3 1931.
 JU1392
 JU1392                          STATION RECOVERY (1946)
 JU1392
 JU1392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 JU1392'RECOVERED IN GOOD CONDITION.
 JU1392
 JU1392                          STATION RECOVERY (1975)
 JU1392
 JU1392'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JU1392'RECOVERED IN GOOD CONDITION.
 JU1392
 JU1392                          STATION RECOVERY (1981)
 JU1392
 JU1392'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1392'RECOVERED IN GOOD CONDITION.
 JU1392
 JU1392                          STATION RECOVERY (2010)
 JU1392
 JU1392'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 JU1392'BEST WAY TO APPROACH MAY BE TO START WHERE NEW ROAD HAS A LEVEL
 JU1392'CROSSING ON OTHER CONNECTING LINE THEN WALK SOUTHEAST ROUGHLY 350 FEET
 JU1392'ALONG THAT LINE AND CUT OVER SOUTHWEST TO MARK WHEN SAFE, AFTER YOU
 JU1392'CROSS WATERCOURSE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0776 ***********************************************************************
 HU0776  DESIGNATION -  P 33
 HU0776  PID         -  HU0776
 HU0776  STATE/COUNTY-  DE/SUSSEX
 HU0776  COUNTRY     -  US
 HU0776  USGS QUAD   -  LAUREL (2016)
 HU0776
 HU0776                         *CURRENT SURVEY CONTROL
 HU0776  ______________________________________________________________________
 HU0776* NAD 83(1986) POSITION- 38 36 30.     (N) 075 36 01.     (W)   SCALED
 HU0776* NAVD 88 ORTHO HEIGHT -    11.506 (meters)       37.75  (feet) ADJUSTED
 HU0776  ______________________________________________________________________
 HU0776  GEOID HEIGHT    -        -35.619 (meters)                     GEOID18
 HU0776  DYNAMIC HEIGHT  -         11.499 (meters)       37.73  (feet) COMP
 HU0776  MODELED GRAVITY -    980,016.7   (mgal)                       NAVD 88
 HU0776
 HU0776  VERT ORDER      -  FIRST     CLASS I
 HU0776
 HU0776.The horizontal coordinates were scaled from a map and have
 HU0776.an estimated accuracy of +/- 6 seconds.
 HU0776
 HU0776.The orthometric height was determined by differential leveling and
 HU0776.adjusted by the NATIONAL GEODETIC SURVEY
 HU0776.in June 1991.
 HU0776
 HU0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0776.GEOID18 height accuracy estimate available here.
 HU0776
 HU0776.Click photographs - Photos may exist for this station.
 HU0776
 HU0776.The dynamic height is computed by dividing the NAVD 88
 HU0776.geopotential number by the normal gravity value computed on the
 HU0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0776.degrees latitude (g = 980.6199 gals.).
 HU0776
 HU0776.The modeled gravity was interpolated from observed gravity values.
 HU0776
 HU0776;                    North         East    Units  Estimated Accuracy
 HU0776;SPC DE       -    67,540.      184,010.      MT  (+/- 180 meters Scaled)
 HU0776
 HU0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH477734(NAD 83)
 HU0776
 HU0776                          SUPERSEDED SURVEY CONTROL
 HU0776
 HU0776  NGVD 29 (11/26/84)   11.754  (m)           38.56   (f) ADJUSTED    1 1
 HU0776
 HU0776.Superseded values are not recommended for survey control.
 HU0776
 HU0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0776.See file dsdata.pdf to determine how the superseded data were derived.
 HU0776
 HU0776_MARKER: DB = BENCH MARK DISK
 HU0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0776_STAMPING: P 33 1963
 HU0776_MARK LOGO: CGS
 HU0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0776+STABILITY: SURFACE MOTION
 HU0776
 HU0776  HISTORY     - Date     Condition        Report By
 HU0776  HISTORY     - 1963     MONUMENTED       CGS
 HU0776  HISTORY     - 1981     GOOD             UDE
 HU0776
 HU0776                          STATION DESCRIPTION
 HU0776
 HU0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0776'2.2 MI S FROM SEAFORD.
 HU0776'2.25 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0776'AT SEAFORD, ABOUT 0.45 MILE SOUTH OF MILEPOST 86, AT SIGNAL TOWER
 HU0776'864, 22.5 FEET EAST OF EAST RAIL, 47 FEET SOUTH-SOUTHEAST OF
 HU0776'TOWER, 107 FEET EAST-NORTHEAST AND ACROSS TRACK FROM POWER POLE
 HU0776'72, 1.5 FEET SOUTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH TRACK,
 HU0776'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HU0776
 HU0776                          STATION RECOVERY (1981)
 HU0776
 HU0776'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0776'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1072 ***********************************************************************
 JU1072  DESIGNATION -  P 34
 JU1072  PID         -  JU1072
 JU1072  STATE/COUNTY-  DE/NEW CASTLE
 JU1072  COUNTRY     -  US
 JU1072  USGS QUAD   -  MIDDLETOWN (2016)
 JU1072
 JU1072                         *CURRENT SURVEY CONTROL
 JU1072  ______________________________________________________________________
 JU1072* NAD 83(1986) POSITION- 39 24 21.     (N) 075 42 04.     (W)   SCALED
 JU1072* NAVD 88 ORTHO HEIGHT -    12.961 (meters)       42.52  (feet) ADJUSTED
 JU1072  ______________________________________________________________________
 JU1072  GEOID HEIGHT    -        -33.589 (meters)                     GEOID18
 JU1072  DYNAMIC HEIGHT  -         12.954 (meters)       42.50  (feet) COMP
 JU1072  MODELED GRAVITY -    980,116.4   (mgal)                       NAVD 88
 JU1072
 JU1072  VERT ORDER      -  FIRST     CLASS I
 JU1072
 JU1072.The horizontal coordinates were scaled from a map and have
 JU1072.an estimated accuracy of +/- 6 seconds.
 JU1072
 JU1072.The orthometric height was determined by differential leveling and
 JU1072.adjusted by the NATIONAL GEODETIC SURVEY
 JU1072.in June 1991.
 JU1072
 JU1072.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1072.GEOID18 height accuracy estimate available here.
 JU1072
 JU1072.Click photographs - Photos may exist for this station.
 JU1072
 JU1072.The dynamic height is computed by dividing the NAVD 88
 JU1072.geopotential number by the normal gravity value computed on the
 JU1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1072.degrees latitude (g = 980.6199 gals.).
 JU1072
 JU1072.The modeled gravity was interpolated from observed gravity values.
 JU1072
 JU1072;                    North         East    Units  Estimated Accuracy
 JU1072;SPC DE       -   156,100.      175,500.      MT  (+/- 180 meters Scaled)
 JU1072
 JU1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ396620(NAD 83)
 JU1072
 JU1072                          SUPERSEDED SURVEY CONTROL
 JU1072
 JU1072  NGVD 29 (11/26/84)   13.201  (m)           43.31   (f) ADJUSTED    1 1
 JU1072
 JU1072.Superseded values are not recommended for survey control.
 JU1072
 JU1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1072.See file dsdata.pdf to determine how the superseded data were derived.
 JU1072
 JU1072_MARKER: DB = BENCH MARK DISK
 JU1072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1072_SP_SET: BRIDGE
 JU1072_STAMPING: P 34 1963
 JU1072_MARK LOGO: CGS
 JU1072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1072
 JU1072  HISTORY     - Date     Condition        Report By
 JU1072  HISTORY     - 1963     MONUMENTED       CGS
 JU1072  HISTORY     - 1981     GOOD             UDE
 JU1072  HISTORY     - 19891107 MARK NOT FOUND   USGS
 JU1072  HISTORY     - 19930130 GOOD             USPSQD
 JU1072
 JU1072                          STATION DESCRIPTION
 JU1072
 JU1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1072'3.2 MI S FROM MIDDLETOWN.
 JU1072'3.25 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1072'CROSSING OF STATE HIGHWAY 299 AT MIDDLETOWN, ABOUT 120 YARDS
 JU1072'SOUTH OF MILEPOST 28, SET ON TOP OF THE WEST END OF THE SOUTH
 JU1072'ABUTMENT OF A CONCRETE BRIDGE OF WIGGINS MILL, 5 FEET WEST OF
 JU1072'WEST RAIL, AND ABOUT 1/2 FOOT BELOW LEVEL OF TRACK.
 JU1072
 JU1072                          STATION RECOVERY (1981)
 JU1072
 JU1072'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1072'RECOVERED IN GOOD CONDITION.
 JU1072
 JU1072                          STATION RECOVERY (1989)
 JU1072
 JU1072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989
 JU1072'MARK NOT FOUND.
 JU1072
 JU1072                          STATION RECOVERY (1993)
 JU1072
 JU1072'RECOVERY NOTE BY US POWER SQUADRON 1993 (JM)
 JU1072'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1047 ***********************************************************************
 JU1047  TIDAL BM    -  This is a Tidal Bench Mark.
 JU1047  DESIGNATION -  P 36
 JU1047  PID         -  JU1047
 JU1047  STATE/COUNTY-  DE/KENT
 JU1047  COUNTRY     -  US
 JU1047  USGS QUAD   -  FREDERICA (2016)
 JU1047
 JU1047                         *CURRENT SURVEY CONTROL
 JU1047  ______________________________________________________________________
 JU1047* NAD 83(1986) POSITION- 39 03 18.44   (N) 075 24 22.78   (W)   HD_HELD1
 JU1047* NAVD 88 ORTHO HEIGHT -     1.791 (meters)        5.88  (feet) ADJUSTED
 JU1047  ______________________________________________________________________
 JU1047  GEOID HEIGHT    -        -34.917 (meters)                     GEOID18
 JU1047  DYNAMIC HEIGHT  -          1.790 (meters)        5.87  (feet) COMP
 JU1047  MODELED GRAVITY -    980,065.1   (mgal)                       NAVD 88
 JU1047
 JU1047  VERT ORDER      -  FIRST     CLASS I
 JU1047
 JU1047.The horizontal coordinates were determined by differentially corrected
 JU1047.hand held GPS observations or other comparable positioning techniques
 JU1047.and have an estimated accuracy of +/- 3 meters.
 JU1047
 JU1047.The orthometric height was determined by differential leveling and
 JU1047.adjusted by the NATIONAL GEODETIC SURVEY
 JU1047.in June 1991.
 JU1047
 JU1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1047.GEOID18 height accuracy estimate available here.
 JU1047
 JU1047.This Tidal Bench Mark is designated as VM 2996
 JU1047.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU1047
 JU1047.Click photographs - Photos may exist for this station.
 JU1047
 JU1047.The dynamic height is computed by dividing the NAVD 88
 JU1047.geopotential number by the normal gravity value computed on the
 JU1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1047.degrees latitude (g = 980.6199 gals.).
 JU1047
 JU1047.The modeled gravity was interpolated from observed gravity values.
 JU1047
 JU1047;                    North         East    Units  Estimated Accuracy
 JU1047;SPC DE       -   117,124.9     200,894.9     MT  (+/- 3 meters HH1 GPS) 
 JU1047
 JU1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6484222972(NAD 83)
 JU1047
 JU1047                          SUPERSEDED SURVEY CONTROL
 JU1047
 JU1047  NGVD 29 (11/26/84)    2.028  (m)            6.65   (f) ADJUSTED    1 1
 JU1047
 JU1047.Superseded values are not recommended for survey control.
 JU1047
 JU1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1047.See file dsdata.pdf to determine how the superseded data were derived.
 JU1047
 JU1047_MARKER: DB = BENCH MARK DISK
 JU1047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1047_SP_SET: TOWER FOUNDATION
 JU1047_STAMPING: P 36 1963
 JU1047_MARK LOGO: CGS
 JU1047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1047+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2021
 JU1047
 JU1047  HISTORY     - Date     Condition        Report By
 JU1047  HISTORY     - 1963     MONUMENTED       CGS
 JU1047  HISTORY     - 1981     GOOD             UDE
 JU1047  HISTORY     - 19911001 MARK NOT FOUND   USGS
 JU1047  HISTORY     - 20050522 GOOD             INDIV
 JU1047  HISTORY     - 20100130 GOOD             BECMOR
 JU1047  HISTORY     - 20120319 GOOD             DELCOS
 JU1047  HISTORY     - 20210307 GOOD             USPSQD
 JU1047
 JU1047                          STATION DESCRIPTION
 JU1047
 JU1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1047'0.4 MI SW FROM BOWERS BEACH.
 JU1047'ABOUT 0.45 MILE SOUTHWEST ALONG THE BOWERS BEACH ROAD FROM THE
 JU1047'POST OFFICE AT BOWERS BEACH, AT A RANGE LIGHT, SET ON TOP OF THE
 JU1047'CONCRETE FOUNDATION SUPPORTING THE NORTHWEST LEG OF THE LIGHT
 JU1047'(THE TOWER FOR THE LIGHT IS APPROXIMATELY 80 FEET HIGH), 56 FEET
 JU1047'SOUTHEAST OF CENTERLINE OF THE ROAD, AND ABOUT 2 1/2 FEET ABOVE
 JU1047'LEVEL OF GROUND.
 JU1047
 JU1047                          STATION RECOVERY (1981)
 JU1047
 JU1047'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1047'RECOVERED IN GOOD CONDITION.
 JU1047
 JU1047                          STATION RECOVERY (1991)
 JU1047
 JU1047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1047'MARK NOT FOUND.
 JU1047
 JU1047                          STATION RECOVERY (2005)
 JU1047
 JU1047'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (GAD)
 JU1047'A NEW TOWER HAS BEEN PLACED AT THIS SITE. IN DOING SO, A CONC. FOUND.
 JU1047'WAS PORED OVER THE OLD TOWER FOUNDATIONS. A 4 INCH PVC PIPE WAS PLACED
 JU1047'OVER THE DISC AND EXTENDS TO THE TOP OF THE NEW FOUND. THE MARK IS
 JU1047'0.92 FEET BELOW THE TOP OF THE NEW FOUNDATION. THE PVC PIPE OVER THE
 JU1047'MARK IS USUALLY FILLED WITH WATER.
 JU1047
 JU1047                          STATION RECOVERY (2010)
 JU1047
 JU1047'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1047'RECOVERED IN GOOD CONDITION.
 JU1047
 JU1047                          STATION RECOVERY (2012)
 JU1047
 JU1047'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1047'RECOVERED IN GOOD CONDITION.
 JU1047
 JU1047                          STATION RECOVERY (2021)
 JU1047
 JU1047'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 JU1047'THE MARK IS RECESSED 11 INCHES (28 CM) IN 4 INCH PVC PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1924 ***********************************************************************
 JU1924  DESIGNATION -  P 38
 JU1924  PID         -  JU1924
 JU1924  STATE/COUNTY-  DE/NEW CASTLE
 JU1924  COUNTRY     -  US
 JU1924  USGS QUAD   -  SAINT GEORGES (2016)
 JU1924
 JU1924                         *CURRENT SURVEY CONTROL
 JU1924  ______________________________________________________________________
 JU1924* NAD 83(1986) POSITION- 39 35 21.9    (N) 075 41 34.7    (W)   HD_HELD2
 JU1924* NAVD 88 ORTHO HEIGHT -    23.354 (meters)       76.62  (feet) ADJUSTED
 JU1924  ______________________________________________________________________
 JU1924  GEOID HEIGHT    -        -33.158 (meters)                     GEOID18
 JU1924  DYNAMIC HEIGHT  -         23.343 (meters)       76.58  (feet) COMP
 JU1924  MODELED GRAVITY -    980,151.7   (mgal)                       NAVD 88
 JU1924
 JU1924  VERT ORDER      -  FIRST     CLASS II
 JU1924
 JU1924.The horizontal coordinates were established by autonomous hand held GPS
 JU1924.observations and have an estimated accuracy of +/- 10 meters.
 JU1924
 JU1924.The orthometric height was determined by differential leveling and
 JU1924.adjusted by the NATIONAL GEODETIC SURVEY
 JU1924.in July 2019.
 JU1924
 JU1924.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1924.GEOID18 height accuracy estimate available here.
 JU1924
 JU1924.Click photographs - Photos may exist for this station.
 JU1924
 JU1924.The dynamic height is computed by dividing the NAVD 88
 JU1924.geopotential number by the normal gravity value computed on the
 JU1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1924.degrees latitude (g = 980.6199 gals.).
 JU1924
 JU1924.The modeled gravity was interpolated from observed gravity values.
 JU1924
 JU1924;                    North         East    Units  Estimated Accuracy
 JU1924;SPC DE       -   176,479.      176,265.      MT  (+/- 10 meters HH2 GPS)
 JU1924
 JU1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4049582417(NAD 83)
 JU1924
 JU1924                          SUPERSEDED SURVEY CONTROL
 JU1924
 JU1924  NAVD 88 (06/15/91)   23.365  (m)           76.66   (f) SUPERSEDED  1 1
 JU1924  NGVD 29 (11/26/84)   23.605  (m)           77.44   (f) ADJUSTED    1 1
 JU1924
 JU1924.Superseded values are not recommended for survey control.
 JU1924
 JU1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1924.See file dsdata.pdf to determine how the superseded data were derived.
 JU1924
 JU1924_MARKER: DB = BENCH MARK DISK
 JU1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1924_STAMPING: P 38 1963
 JU1924_MARK LOGO: CGS
 JU1924_PROJECTION: PROJECTING 5 CENTIMETERS
 JU1924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1924+STABILITY: SURFACE MOTION
 JU1924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1924+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2015
 JU1924
 JU1924  HISTORY     - Date     Condition        Report By
 JU1924  HISTORY     - 1963     MONUMENTED       CGS
 JU1924  HISTORY     - 20000303 GOOD             USPSQD
 JU1924  HISTORY     - 20050817 GOOD             GEOCAC
 JU1924  HISTORY     - 20130711 GOOD             DELCOS
 JU1924  HISTORY     - 20151026 GOOD             JARICE
 JU1924
 JU1924                          STATION DESCRIPTION
 JU1924
 JU1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1924'1.2 MI N FROM KIRKWOOD.
 JU1924'1.25 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1924'CROSSING OF STATE HIGHWAY 71 AT KIRKWOOD, ABOUT 0.3 MILE
 JU1924'SOUTH OF MILEPOST 15, AT A BLACK TOP ROAD CROSSING, 69 FEET
 JU1924'NORTH-NORTHWEST OF CENTER OF THE CROSSING, 43 FEET WEST OF WEST
 JU1924'RAIL, 33.5 FEET NORTHEAST OF CENTER LINE OF THE ROAD, 2 1/2
 JU1924'FEET SOUTHEAST OF POWER POLE 64, 2 FEET ABOVE LEVEL OF TRACK,
 JU1924'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JU1924
 JU1924                          STATION RECOVERY (2000)
 JU1924
 JU1924'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU1924'RECOVERED IN GOOD CONDITION.
 JU1924
 JU1924                          STATION RECOVERY (2005)
 JU1924
 JU1924'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU1924'RECOVERED IN GOOD CONDITION.
 JU1924
 JU1924                          STATION RECOVERY (2013)
 JU1924
 JU1924'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1924'NEAR TELEPHONE POLE NUMBER 44507-37728, DIRECTLY EAST-SOUTHEAST NEXT
 JU1924'TO AN UNDERGROUND TELEPHONE BOX AND 5 FT SOUTH-SOUTHWEST OF A YELLOW
 JU1924'NATURAL GAS PIPE.
 JU1924
 JU1924                          STATION RECOVERY (2015)
 JU1924
 JU1924'RECOVERY NOTE BY J A RICE INC 2015 (MRA)
 JU1924'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1786 ***********************************************************************
 JU1786  DESIGNATION -  P 39
 JU1786  PID         -  JU1786
 JU1786  STATE/COUNTY-  DE/NEW CASTLE
 JU1786  COUNTRY     -  US
 JU1786  USGS QUAD   -  SAINT GEORGES (2016)
 JU1786
 JU1786                         *CURRENT SURVEY CONTROL
 JU1786  ______________________________________________________________________
 JU1786* NAD 83(1986) POSITION- 39 35 31.     (N) 075 37 48.     (W)   SCALED
 JU1786* NAVD 88 ORTHO HEIGHT -    14.316 (meters)       46.97  (feet) ADJUSTED
 JU1786  ______________________________________________________________________
 JU1786  GEOID HEIGHT    -        -33.226 (meters)                     GEOID18
 JU1786  DYNAMIC HEIGHT  -         14.309 (meters)       46.95  (feet) COMP
 JU1786  MODELED GRAVITY -    980,143.9   (mgal)                       NAVD 88
 JU1786
 JU1786  VERT ORDER      -  FIRST     CLASS I
 JU1786
 JU1786.The horizontal coordinates were scaled from a map and have
 JU1786.an estimated accuracy of +/- 6 seconds.
 JU1786
 JU1786.The orthometric height was determined by differential leveling and
 JU1786.adjusted by the NATIONAL GEODETIC SURVEY
 JU1786.in June 1991.
 JU1786
 JU1786.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1786.GEOID18 height accuracy estimate available here.
 JU1786
 JU1786.Click photographs - Photos may exist for this station.
 JU1786
 JU1786.The dynamic height is computed by dividing the NAVD 88
 JU1786.geopotential number by the normal gravity value computed on the
 JU1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1786.degrees latitude (g = 980.6199 gals.).
 JU1786
 JU1786.The modeled gravity was interpolated from observed gravity values.
 JU1786
 JU1786;                    North         East    Units  Estimated Accuracy
 JU1786;SPC DE       -   176,750.      181,680.      MT  (+/- 180 meters Scaled)
 JU1786
 JU1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ459826(NAD 83)
 JU1786
 JU1786                          SUPERSEDED SURVEY CONTROL
 JU1786
 JU1786  NGVD 29 (01/10/92)   14.571  (m)           47.81   (f) ADJUSTED    1 1
 JU1786  NGVD 29 (??/??/87)   14.571  (m)           47.81   (f) SUPERSEDED  1 1
 JU1786
 JU1786.Superseded values are not recommended for survey control.
 JU1786
 JU1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1786.See file dsdata.pdf to determine how the superseded data were derived.
 JU1786
 JU1786_MARKER: DB = BENCH MARK DISK
 JU1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1786_STAMPING: P 39 1963
 JU1786_MARK LOGO: CGS
 JU1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1786+STABILITY: SURFACE MOTION
 JU1786
 JU1786  HISTORY     - Date     Condition        Report By
 JU1786  HISTORY     - 1963     MONUMENTED       CGS
 JU1786  HISTORY     - 1979     GOOD             NGS
 JU1786  HISTORY     - 1980     GOOD             LOCSUR
 JU1786  HISTORY     - 1983     GOOD             USPSQD
 JU1786  HISTORY     - 20000303 GOOD             USPSQD
 JU1786
 JU1786                          STATION DESCRIPTION
 JU1786
 JU1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1786'1.6 MI E FROM CORBIT.
 JU1786'1.65 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE CROSSING
 JU1786'OF U.S. HIGHWAY 13 AT CORBIT, AT THE CROSSING OF STATE HIGHWAY
 JU1786'9 (FORMERLY KNOWN AS THE REYBOLD CROSSING), AT THE NORTHWEST
 JU1786'CORNER OF A FIELD, 27 FEET SOUTH OF SOUTH RAIL, 36 FEET EAST OF
 JU1786'CENTERLINE OF HIGHWAY 9, 47.5 FEET SOUTHEAST OF CENTER OF
 JU1786'CROSSING, 4 FEET EAST OF NORTHWEST CORNER FENCE POST, 2 FEET
 JU1786'NORTH OF FENCE LINE LEADING EAST, 1 1/2 FEET EAST OF A STEEL
 JU1786'WITNESS POST, ABOUT LEVEL WITH TRACK, AND SET IN THE TOP OF A
 JU1786'CONCRETE POST PROJECTING 2 INCHES.
 JU1786
 JU1786                          STATION RECOVERY (1979)
 JU1786
 JU1786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1786'RECOVERED IN GOOD CONDITION.
 JU1786
 JU1786                          STATION RECOVERY (1980)
 JU1786
 JU1786'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 JU1786'RECOVERED IN GOOD CONDITION.
 JU1786
 JU1786                          STATION RECOVERY (1983)
 JU1786
 JU1786'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU1786'RECOVERED IN GOOD CONDITION.
 JU1786
 JU1786                          STATION RECOVERY (2000)
 JU1786
 JU1786'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU1786'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0790 ***********************************************************************
 HU0790  DESIGNATION -  P 4
 HU0790  PID         -  HU0790
 HU0790  STATE/COUNTY-  DE/SUSSEX
 HU0790  COUNTRY     -  US
 HU0790  USGS QUAD   -  LAUREL (2016)
 HU0790
 HU0790                         *CURRENT SURVEY CONTROL
 HU0790  ______________________________________________________________________
 HU0790* NAD 83(1986) POSITION- 38 31 26.     (N) 075 34 21.     (W)   SCALED
 HU0790* NAVD 88 ORTHO HEIGHT -    10.915 (meters)       35.81  (feet) ADJUSTED
 HU0790  ______________________________________________________________________
 HU0790  GEOID HEIGHT    -        -35.687 (meters)                     GEOID18
 HU0790  DYNAMIC HEIGHT  -         10.908 (meters)       35.79  (feet) COMP
 HU0790  MODELED GRAVITY -    980,013.0   (mgal)                       NAVD 88
 HU0790
 HU0790  VERT ORDER      -  FIRST     CLASS II
 HU0790
 HU0790.The horizontal coordinates were scaled from a map and have
 HU0790.an estimated accuracy of +/- 6 seconds.
 HU0790
 HU0790.The orthometric height was determined by differential leveling and
 HU0790.adjusted by the NATIONAL GEODETIC SURVEY
 HU0790.in June 1991.
 HU0790
 HU0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0790.GEOID18 height accuracy estimate available here.
 HU0790
 HU0790.Click photographs - Photos may exist for this station.
 HU0790
 HU0790.The dynamic height is computed by dividing the NAVD 88
 HU0790.geopotential number by the normal gravity value computed on the
 HU0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0790.degrees latitude (g = 980.6199 gals.).
 HU0790
 HU0790.The modeled gravity was interpolated from observed gravity values.
 HU0790
 HU0790;                    North         East    Units  Estimated Accuracy
 HU0790;SPC DE       -    58,160.      186,410.      MT  (+/- 180 meters Scaled)
 HU0790
 HU0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH500640(NAD 83)
 HU0790
 HU0790                          SUPERSEDED SURVEY CONTROL
 HU0790
 HU0790  NGVD 29 (11/26/84)   11.163  (m)           36.62   (f) ADJUSTED    1 2
 HU0790
 HU0790.Superseded values are not recommended for survey control.
 HU0790
 HU0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0790.See file dsdata.pdf to determine how the superseded data were derived.
 HU0790
 HU0790_MARKER: DB = BENCH MARK DISK
 HU0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0790_STAMPING: P 4 1935
 HU0790_MARK LOGO: CGS
 HU0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0790+STABILITY: SURFACE MOTION
 HU0790
 HU0790  HISTORY     - Date     Condition        Report By
 HU0790  HISTORY     - 1935     MONUMENTED       CGS
 HU0790  HISTORY     - 1943     GOOD             CGS
 HU0790  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0790
 HU0790                          STATION DESCRIPTION
 HU0790
 HU0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HU0790'2.2 MI S FROM LAUREL.
 HU0790'2.2 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0790'AT LAUREL, ABOUT 3,350 FEET SOUTH OF MILEPOST 92, 80 FEET NORTHWEST
 HU0790'OF THE CENTER OF A GRADE CROSSING, 22 FEET WEST OF THE CENTERLINE
 HU0790'OF THE SOUTH-BOUND TRACK, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.
 HU0790'A STANDARD DISK, STAMPED P 4 1935 AND SET IN THE TOP OF A CONCRETE
 HU0790'POST.
 HU0790
 HU0790                          STATION RECOVERY (2013)
 HU0790
 HU0790'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0790'POSSIBLY DESTROYED, GRADE NOW SLOPES TO 1.5 FEET BELOW RAILROAD
 HU0790'TRACKS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2192 ***********************************************************************
 JU2192  DESIGNATION -  P 41
 JU2192  PID         -  JU2192
 JU2192  STATE/COUNTY-  DE/NEW CASTLE
 JU2192  COUNTRY     -  US
 JU2192  USGS QUAD   -  DELAWARE CITY (2016)
 JU2192
 JU2192                         *CURRENT SURVEY CONTROL
 JU2192  ______________________________________________________________________
 JU2192* NAD 83(1986) POSITION- 39 31 13.     (N) 075 34 43.     (W)   SCALED
 JU2192* NAVD 88 ORTHO HEIGHT -     1.558 (meters)        5.11  (feet) ADJUSTED
 JU2192  ______________________________________________________________________
 JU2192  GEOID HEIGHT    -        -33.526 (meters)                     GEOID18
 JU2192  DYNAMIC HEIGHT  -          1.557 (meters)        5.11  (feet) COMP
 JU2192  MODELED GRAVITY -    980,118.8   (mgal)                       NAVD 88
 JU2192
 JU2192  VERT ORDER      -  FIRST     CLASS II
 JU2192
 JU2192.The horizontal coordinates were scaled from a map and have
 JU2192.an estimated accuracy of +/- 6 seconds.
 JU2192
 JU2192.The orthometric height was determined by differential leveling and
 JU2192.adjusted by the NATIONAL GEODETIC SURVEY
 JU2192.in June 1991.
 JU2192
 JU2192.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2192.GEOID18 height accuracy estimate available here.
 JU2192
 JU2192.Click photographs - Photos may exist for this station.
 JU2192
 JU2192.The dynamic height is computed by dividing the NAVD 88
 JU2192.geopotential number by the normal gravity value computed on the
 JU2192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2192.degrees latitude (g = 980.6199 gals.).
 JU2192
 JU2192.The modeled gravity was interpolated from observed gravity values.
 JU2192
 JU2192;                    North         East    Units  Estimated Accuracy
 JU2192;SPC DE       -   168,780.      186,080.      MT  (+/- 180 meters Scaled)
 JU2192
 JU2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ502746(NAD 83)
 JU2192
 JU2192                          SUPERSEDED SURVEY CONTROL
 JU2192
 JU2192.No superseded survey control is available for this station.
 JU2192
 JU2192_MARKER: DV = VERTICAL CONTROL DISK
 JU2192_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2192_STAMPING: P 41 1979
 JU2192_MARK LOGO: NGS
 JU2192_PROJECTION: FLUSH
 JU2192_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2192_ROD/PIPE-DEPTH: 6.10 meters
 JU2192
 JU2192  HISTORY     - Date     Condition        Report By
 JU2192  HISTORY     - 1979     MONUMENTED       NGS
 JU2192  HISTORY     - 19891130 MARK NOT FOUND   USGS
 JU2192  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 JU2192
 JU2192                          STATION DESCRIPTION
 JU2192
 JU2192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2192'IN PORT PENN.
 JU2192'IN PORT PENN, 0.2 MILE NORTH ALONG STATE ROUTE 9 FROM THE T-JUNCTION
 JU2192'OF MARKET STREET, TO THE MARK ON THE LEFT, ON THE SOUTH SIDE OF A
 JU2192'18-INCH PINE TREE, ON THE NORTH SIDE OF W.T. MARSHALL,S HOUSE,
 JU2192'154 FEET NORTH AND ACROSS THE HIGHWAY FROM POWER POLE DP AND L 5,
 JU2192'47725, 35175, 81 FEET WEST OF THE CENTER LINE OF ROUTE 9, 50 FEET
 JU2192'NORTHEAST OF THE NORTHEAST CORNER OF MR. MARSHALL,S HOUSE, 9 FEET
 JU2192'SOUTH OF THE 18-INCH PINE TREE.
 JU2192'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 JU2192
 JU2192                          STATION RECOVERY (1989)
 JU2192
 JU2192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989
 JU2192'MARK NOT FOUND.
 JU2192
 JU2192                          STATION RECOVERY (2001)
 JU2192
 JU2192'RECOVERY NOTE BY US POWER SQUADRON 2001 (RK)
 JU2192'LOCATION REFERENCES NO LONGER EXIST
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DM8481 ***********************************************************************
 DM8481  DESIGNATION -  P 47
 DM8481  PID         -  DM8481
 DM8481  STATE/COUNTY-  DE/SUSSEX
 DM8481  COUNTRY     -  US
 DM8481  USGS QUAD   -  ELLENDALE (2016)
 DM8481
 DM8481                         *CURRENT SURVEY CONTROL
 DM8481  ______________________________________________________________________
 DM8481* NAD 83(1986) POSITION- 38 47 51.0    (N) 075 26 18.2    (W)   HD_HELD2
 DM8481* NAVD 88 ORTHO HEIGHT -    14.487 (meters)       47.53  (feet) ADJUSTED
 DM8481  ______________________________________________________________________
 DM8481  GEOID HEIGHT    -        -35.473 (meters)                     GEOID18
 DM8481  DYNAMIC HEIGHT  -         14.478 (meters)       47.50  (feet) COMP
 DM8481  MODELED GRAVITY -    980,032.5   (mgal)                       NAVD 88
 DM8481
 DM8481  VERT ORDER      -  SECOND    CLASS I
 DM8481
 DM8481.The horizontal coordinates were established by autonomous hand held GPS
 DM8481.observations and have an estimated accuracy of +/- 10 meters.
 DM8481
 DM8481.The orthometric height was determined by differential leveling and
 DM8481.adjusted by the NATIONAL GEODETIC SURVEY
 DM8481.in July 2011.
 DM8481
 DM8481.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8481.GEOID18 height accuracy estimate available here.
 DM8481
 DM8481.Click photographs - Photos may exist for this station.
 DM8481
 DM8481.The dynamic height is computed by dividing the NAVD 88
 DM8481.geopotential number by the normal gravity value computed on the
 DM8481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8481.degrees latitude (g = 980.6199 gals.).
 DM8481
 DM8481.The modeled gravity was interpolated from observed gravity values.
 DM8481
 DM8481;                    North         East    Units  Estimated Accuracy
 DM8481;SPC DE       -    88,526.      198,113.      MT  (+/- 10 meters HH2 GPS)
 DM8481
 DM8481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6193194396(NAD 83)
 DM8481
 DM8481                          SUPERSEDED SURVEY CONTROL
 DM8481
 DM8481.No superseded survey control is available for this station.
 DM8481
 DM8481_MARKER: DD = SURVEY DISK
 DM8481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8481_STAMPING: P 47 2010
 DM8481_MARK LOGO: DEDT
 DM8481_PROJECTION: FLUSH
 DM8481_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8481+STABILITY: SURFACE MOTION
 DM8481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8481+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 DM8481
 DM8481  HISTORY     - Date     Condition        Report By
 DM8481  HISTORY     - 20100601 MONUMENTED       DEDT
 DM8481
 DM8481                          STATION DESCRIPTION
 DM8481
 DM8481'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (BRC)
 DM8481'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTH-NORTHWEST OF
 DM8481'GEORGETOWN, 7.1 MI (11.4 KM) WEST-NORTHWEST OF MILTON AND 1.1 MI (1.8
 DM8481'KM) SOUTHWEST OF ELLENDALE.
 DM8481'
 DM8481'TO REACH FROM THE INTERSECTION OF US HIGHWAY 113 (DUPONT BLVD) AND
 DM8481'STATE ROUTE 16 (BEACH HWY) PROCEED SOUTHERLY ALONG US HIGHWAY 113
 DM8481'(DUPONT BLVD) 0.7 MI (1.1 KM) TO CROSS-OVER ON THE LEFT.  TURN AND
 DM8481'PROCEED NORTH 600 FT (182.9 M) O THE MARK ON THE RIGHT.
 DM8481'
 DM8481'THE MARK IS 12.9 FT (3.9 M) EAST OF THE EDGE OF PAVEMENT ON THE
 DM8481'NORTHBOUND SHOULDER, 606.7 FT (184.9 M) FROM THE CENTERLINE OF THE
 DM8481'CROSS-OVER, 89.0 FT (27.1 M) EAST OF THE BEGINNING OF THE TAPER FOR
 DM8481'THE DE-ACCELERATION LANE FOR THE CROSS-OVER AND 469.0 FT (143.0 M)
 DM8481'SOUTH OF A 24 INCH (61 CM) ELLIPTICAL REINFORCED CONCRETE CROSS ROAD
 DM8481'PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0175 ***********************************************************************
 HU0175  DESIGNATION -  P 5
 HU0175  PID         -  HU0175
 HU0175  STATE/COUNTY-  DE/SUSSEX
 HU0175  COUNTRY     -  US
 HU0175  USGS QUAD   -  ELLENDALE (2016)
 HU0175
 HU0175                         *CURRENT SURVEY CONTROL
 HU0175  ______________________________________________________________________
 HU0175* NAD 83(1986) POSITION- 38 48 21.     (N) 075 25 22.     (W)   SCALED
 HU0175* NAVD 88 ORTHO HEIGHT -    15.158 (meters)       49.73  (feet) ADJUSTED
 HU0175  ______________________________________________________________________
 HU0175  GEOID HEIGHT    -        -35.470 (meters)                     GEOID18
 HU0175  DYNAMIC HEIGHT  -         15.149 (meters)       49.70  (feet) COMP
 HU0175  MODELED GRAVITY -    980,033.4   (mgal)                       NAVD 88
 HU0175
 HU0175  VERT ORDER      -  SECOND    CLASS 0
 HU0175
 HU0175.The horizontal coordinates were scaled from a map and have
 HU0175.an estimated accuracy of +/- 6 seconds.
 HU0175
 HU0175.The orthometric height was determined by differential leveling and
 HU0175.adjusted by the NATIONAL GEODETIC SURVEY
 HU0175.in June 1991.
 HU0175
 HU0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0175.GEOID18 height accuracy estimate available here.
 HU0175
 HU0175.Click photographs - Photos may exist for this station.
 HU0175
 HU0175.The dynamic height is computed by dividing the NAVD 88
 HU0175.geopotential number by the normal gravity value computed on the
 HU0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0175.degrees latitude (g = 980.6199 gals.).
 HU0175
 HU0175.The modeled gravity was interpolated from observed gravity values.
 HU0175
 HU0175;                    North         East    Units  Estimated Accuracy
 HU0175;SPC DE       -    89,450.      199,470.      MT  (+/- 180 meters Scaled)
 HU0175
 HU0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH632953(NAD 83)
 HU0175
 HU0175                          SUPERSEDED SURVEY CONTROL
 HU0175
 HU0175  NGVD 29 (11/26/84)   15.398  (m)           50.52   (f) ADJUSTED    2 0
 HU0175
 HU0175.Superseded values are not recommended for survey control.
 HU0175
 HU0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0175.See file dsdata.pdf to determine how the superseded data were derived.
 HU0175
 HU0175_MARKER: DB = BENCH MARK DISK
 HU0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0175_STAMPING: P 5 1935
 HU0175_MARK LOGO: CGS
 HU0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0175+STABILITY: SURFACE MOTION
 HU0175
 HU0175  HISTORY     - Date     Condition        Report By
 HU0175  HISTORY     - 1935     MONUMENTED       CGS
 HU0175  HISTORY     - 1963     GOOD             CGS
 HU0175  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0175  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU0175
 HU0175                          STATION DESCRIPTION
 HU0175
 HU0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0175'AT ELLENDALE.
 HU0175'AT ELLENDALE, ABOUT 400 FEET SOUTHWEST ALONG STATE STREET FROM
 HU0175'THE CROSSING OF THE PENNSYLVANIA RAILROAD AT THE WYE JUNCTION SOUTH
 HU0175'OF THE CROSSING OF STATE HIGHWAY 16, AT THE JUNCTION OF MC CAULEY
 HU0175'AVENUE, 60 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 28 FEET
 HU0175'SOUTH OF CENTER LINE OF THE STREET, ABOUT LEVEL WITH STREET, AND
 HU0175'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HU0175'NOTE-- THIS BENCH MARK NOT LEVELED OVER IN 1963.
 HU0175
 HU0175                          STATION RECOVERY (1981)
 HU0175
 HU0175'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0175'MARK NOT FOUND.
 HU0175
 HU0175                          STATION RECOVERY (2012)
 HU0175
 HU0175'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0175'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0214 ***********************************************************************
 HU0214  DESIGNATION -  P 8
 HU0214  PID         -  HU0214
 HU0214  STATE/COUNTY-  DE/SUSSEX
 HU0214  COUNTRY     -  US
 HU0214  USGS QUAD   -  MILLSBORO (2016)
 HU0214
 HU0214                         *CURRENT SURVEY CONTROL
 HU0214  ______________________________________________________________________
 HU0214* NAD 83(1986) POSITION- 38 33 29.0    (N) 075 20 40.4    (W)   HD_HELD2
 HU0214* NAVD 88 ORTHO HEIGHT -    13.389 (meters)       43.93  (feet) ADJUSTED
 HU0214  ______________________________________________________________________
 HU0214  GEOID HEIGHT    -        -35.742 (meters)                     GEOID18
 HU0214  DYNAMIC HEIGHT  -         13.380 (meters)       43.90  (feet) COMP
 HU0214  MODELED GRAVITY -    980,018.1   (mgal)                       NAVD 88
 HU0214
 HU0214  VERT ORDER      -  SECOND    CLASS 0
 HU0214
 HU0214.The horizontal coordinates were established by autonomous hand held GPS
 HU0214.observations and have an estimated accuracy of +/- 10 meters.
 HU0214
 HU0214.The orthometric height was determined by differential leveling and
 HU0214.adjusted by the NATIONAL GEODETIC SURVEY
 HU0214.in June 1991.
 HU0214
 HU0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0214.GEOID18 height accuracy estimate available here.
 HU0214
 HU0214.Click photographs - Photos may exist for this station.
 HU0214
 HU0214.The dynamic height is computed by dividing the NAVD 88
 HU0214.geopotential number by the normal gravity value computed on the
 HU0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0214.degrees latitude (g = 980.6199 gals.).
 HU0214
 HU0214.The modeled gravity was interpolated from observed gravity values.
 HU0214
 HU0214;                    North         East    Units  Estimated Accuracy
 HU0214;SPC DE       -    61,947.      206,285.      MT  (+/- 10 meters HH2 GPS)
 HU0214
 HU0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6997967791(NAD 83)
 HU0214
 HU0214                          SUPERSEDED SURVEY CONTROL
 HU0214
 HU0214  NGVD 29 (11/26/84)   13.628  (m)           44.71   (f) ADJUSTED    2 0
 HU0214
 HU0214.Superseded values are not recommended for survey control.
 HU0214
 HU0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0214.See file dsdata.pdf to determine how the superseded data were derived.
 HU0214
 HU0214_MARKER: DB = BENCH MARK DISK
 HU0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0214_STAMPING: P 8 1942
 HU0214_MARK LOGO: CGS
 HU0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0214+STABILITY: SURFACE MOTION
 HU0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0214+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2013
 HU0214
 HU0214  HISTORY     - Date     Condition        Report By
 HU0214  HISTORY     - 1942     MONUMENTED       CGS
 HU0214  HISTORY     - 1965     GOOD             CGS
 HU0214  HISTORY     - 1981     GOOD             UDE
 HU0214  HISTORY     - 1987     GOOD             USPSQD
 HU0214  HISTORY     - 19901101 GOOD             NGS
 HU0214  HISTORY     - 20110627 GOOD             DEDT
 HU0214  HISTORY     - 20130611 GOOD             DELCOS
 HU0214
 HU0214                          STATION DESCRIPTION
 HU0214
 HU0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0214'3.7 MI SW FROM MILLSBORO.
 HU0214'THIS MARK IS ALONG HIGHWAY NUMBER 24 ABOUT 3.7 MILES SOUTHWEST
 HU0214'OF THE RAILROAD CROSSING AT MILLSBORO, SUSSEX COUNTY, AT THE
 HU0214'INTERSECTION OF HIGHWAY 24 AND STATE ROAD NUMBER 421, IN THE
 HU0214'NORTHWEST ANGLE OF THE INTERSECTION, 47 FEET WEST OF THE CENTER
 HU0214'LINE OF THE HIGHWAY, 63.5 FEET NORTH OF THE CENTER LINE OF THE
 HU0214'DIRT ROAD, IN THE SOUTHEAST EDGE OF A WOODED AREA AND IS A
 HU0214'STANDARD DISK SET IN THE TOP OF A CONCRETE POST ABOUT 3 FEET
 HU0214'NORTHEAST OF A STANDARD REFERENCE POST.
 HU0214
 HU0214                          STATION RECOVERY (1965)
 HU0214
 HU0214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HU0214'RECOVERED IN GOOD CONDITION.
 HU0214
 HU0214                          STATION RECOVERY (1981)
 HU0214
 HU0214'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0214'RECOVERED IN GOOD CONDITION.
 HU0214
 HU0214                          STATION RECOVERY (1987)
 HU0214
 HU0214'RECOVERY NOTE BY US POWER SQUADRON 1987 (DAP)
 HU0214'RECOVERED IN GOOD CONDITION.
 HU0214
 HU0214                          STATION RECOVERY (1990)
 HU0214
 HU0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0214'5.5 KM (3.4 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 24 FROM THE JUNCTION
 HU0214'OF U.S. HIGHWAY 113 IN MILLSBORO, 19.8 M (65.0 FT) SOUTH-SOUTHEAST OF
 HU0214'THE SOUTHEAST CORNER OF A HOUSE, 17.0 M (55.8 FT) NORTH OF THE CENTER
 HU0214'OF COUNTY ROAD NUMBER 421, 13.2 M (43.3 FT) NORTHWEST OF AND LEVEL
 HU0214'WITH THE HIGHWAY CENTERLINE, 1.4 M (4.6 FT) SOUTHEAST OF A 18-INCH
 HU0214'PINE TREE (1990), AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 HU0214'GROUND SURFACE.
 HU0214
 HU0214                          STATION RECOVERY (2011)
 HU0214
 HU0214'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2011 (JRC)
 HU0214'RECOVERED IN GOOD CONDITION.
 HU0214
 HU0214                          STATION RECOVERY (2013)
 HU0214
 HU0214'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0214'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3400 ***********************************************************************
 JU3400  DESIGNATION -  PARKS
 JU3400  PID         -  JU3400
 JU3400  STATE/COUNTY-  DE/KENT
 JU3400  COUNTRY     -  US
 JU3400  USGS QUAD   -  BOMBAY HOOK ISLAND (2016)
 JU3400
 JU3400                         *CURRENT SURVEY CONTROL
 JU3400  ______________________________________________________________________
 JU3400* NAD 83(1991) POSITION- 39 20 23.93449(N) 075 28 57.75432(W)   ADJUSTED
 JU3400* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 JU3400  ______________________________________________________________________
 JU3400  GEOID HEIGHT    -        -33.897 (meters)                     GEOID18
 JU3400  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 JU3400  HORZ ORDER      -  THIRD
 JU3400
 JU3400.The horizontal coordinates were established by classical geodetic methods
 JU3400.and adjusted by the National Geodetic Survey in January 1992.
 JU3400
 JU3400.The orthometric height was scaled from a topographic map.
 JU3400
 JU3400.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3400.GEOID18 height accuracy estimate available here.
 JU3400
 JU3400.Click photographs - Photos may exist for this station.
 JU3400
 JU3400.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3400
 JU3400. The following values were computed from the NAD 83(1991) position.
 JU3400
 JU3400;                    North         East     Units Scale Factor Converg.
 JU3400;SPC DE       -   148,751.649   194,306.452   MT  0.99999540   -0 02 30.7
 JU3400;SPC DE       -   488,029.37    637,487.08   sFT  0.99999540   -0 02 30.7
 JU3400;SPC NJ       -    56,701.587    65,287.949   MT  0.99998833   -0 37 22.8
 JU3400;SPC NJ       -   186,028.46    214,198.88   sFT  0.99998833   -0 37 22.8
 JU3400;UTM  18      - 4,354,616.915   458,402.007   MT  0.99962130   -0 18 21.6
 JU3400
 JU3400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3400!SPC DE       -   1.00000536  x   0.99999540  =   1.00000075
 JU3400!SPC NJ       -   1.00000536  x   0.99998833  =   0.99999368
 JU3400!UTM  18      -   1.00000536  x   0.99962130  =   0.99962665
 JU3400
 JU3400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5840254616(NAD 83)
 JU3400
 JU3400                          SUPERSEDED SURVEY CONTROL
 JU3400
 JU3400  NAD 83(1986)-  39 20 23.92634(N)    075 28 57.76406(W) AD(       ) 3
 JU3400  NAD 27      -  39 20 23.51900(N)    075 28 59.04100(W) AD(       ) 3
 JU3400
 JU3400.Superseded values are not recommended for survey control.
 JU3400
 JU3400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3400.See file dsdata.pdf to determine how the superseded data were derived.
 JU3400
 JU3400_MARKER: Z = SEE DESCRIPTION
 JU3400_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU3400_SP_SET: OBJECT DRIVEN INTO GROUND
 JU3400_MAGNETIC: P = MARKER IS A STEEL PIPE
 JU3400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3400
 JU3400  HISTORY     - Date     Condition        Report By
 JU3400  HISTORY     - 1933     MONUMENTED       CGS
 JU3400  HISTORY     - 1946     GOOD             CGS
 JU3400  HISTORY     - 1956     GOOD             USGS
 JU3400  HISTORY     - 1969     MARK NOT FOUND   CGS
 JU3400  HISTORY     - 1973     MARK NOT FOUND   NGS
 JU3400
 JU3400                          STATION DESCRIPTION
 JU3400
 JU3400'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3400'THIS IS A CUT-IN STATION ON THE SW BANK OF DELAWARE BAY, ON
 JU3400'BOATSWAINS POINT.  100 FEET W OF THE HIGH WATER LINE.  BOATSWAINS
 JU3400'POINT IS ABOUT 0.8 MILE NW OF WOODLAWN BEACH PARK, AND 1.8 MILES
 JU3400'SE OF THE MOUTH OF THE MOUTH OF THE SMYRNA RIVER.
 JU3400'
 JU3400'THE STATION IS MARKED BY A 1 1/4-INCH PIPE 6 FEET LONG DRIVEN IN
 JU3400'THE GROUND.  OVER THE STATION IS ERECTED A SQUARE SKELETON STEEL
 JU3400'TOWER 60 FEET HIGH WITH ITS BASE ANCHORED IN CONCRETE.  A
 JU3400'LATTICEWORK TARGET 20 FEET HIGH IS MOUNTED ON THE UPPER SECTIONS
 JU3400'OF THE TOWER.
 JU3400
 JU3400                          STATION RECOVERY (1946)
 JU3400
 JU3400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3400'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU3400'IS ADEQUATE EXCEPT FOR THE FOLLOWING CHANGE--
 JU3400'
 JU3400'ON BOATSWAINS POINT, 25 FEET W OF HIGH-WATER LINE AND NOT
 JU3400'100 FEET W AS MENTIONED IN ORIGINAL DESCRIPTION.
 JU3400'
 JU3400'PREVIOUSLY LISTED AS PARK SEXT.
 JU3400
 JU3400                          STATION RECOVERY (1956)
 JU3400
 JU3400'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 JU3400'STATION RECOVERED IN GOOD CONDITION.
 JU3400'
 JU3400'ON BOATSWAINS POINT, 5 FEET W OF HIGH WATER LINE AND NOT
 JU3400'25 FEET W AS MENTIONED IN REVISED DESCRIPTION.
 JU3400
 JU3400                          STATION RECOVERY (1969)
 JU3400
 JU3400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 JU3400'LOST.  AN OLD STEEL TOWER WAS FOUND AT THE DESCRIBED LOCATION,
 JU3400'BUT THE PIPE COULD NOT BE FOUND.  IT IS QUESTIONABLE THAT THIS
 JU3400'IS THE SAME TOWER THAT WAS OVER THE ORIGINAL SITE.
 JU3400
 JU3400                          STATION RECOVERY (1973)
 JU3400
 JU3400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (RPF)
 JU3400'LETTER OF MR. R.P. FRENCH, WILMINGTON, DEL. DATED SEPT 12, 1973--
 JU3400'
 JU3400'THE TOWER AT THE STATION HAS BEEN FOUND DOWN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2547 ***********************************************************************
 JU2547  DESIGNATION -  PEA PATCH ISLAND DIKE LIGHT D
 JU2547  PID         -  JU2547
 JU2547  STATE/COUNTY-  DE/NEW CASTLE
 JU2547  COUNTRY     -  US
 JU2547  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2547
 JU2547                         *CURRENT SURVEY CONTROL
 JU2547  ______________________________________________________________________
 JU2547* NAD 83(1991) POSITION- 39 38 18.28601(N) 075 34 33.38243(W)   ADJUSTED
 JU2547  ______________________________________________________________________
 JU2547  GEOID HEIGHT    -        -33.177 (meters)                     GEOID18
 JU2547  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC18
 JU2547  HORZ ORDER      -  THIRD
 JU2547
 JU2547.The horizontal coordinates were established by classical geodetic methods
 JU2547.and adjusted by the National Geodetic Survey in January 1992.
 JU2547
 JU2547.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2547.GEOID18 height accuracy estimate available here.
 JU2547
 JU2547.Click photographs - Photos may exist for this station.
 JU2547
 JU2547.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2547
 JU2547. The following values were computed from the NAD 83(1991) position.
 JU2547
 JU2547;                    North         East     Units Scale Factor Converg.
 JU2547;SPC DE       -   181,894.776   186,327.671   MT  0.99999730   -0 06 05.8
 JU2547;SPC DE       -   596,766.44    611,310.03   sFT  0.99999730   -0 06 05.8
 JU2547;SPC NJ       -    89,924.191    57,646.802   MT  1.00000497   -0 41 11.2
 JU2547;SPC NJ       -   295,026.28    189,129.55   sFT  1.00000497   -0 41 11.2
 JU2547;UTM  18      - 4,387,784.289   450,579.490   MT  0.99963007   -0 22 02.7
 JU2547
 JU2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5057987784(NAD 83)
 JU2547
 JU2547                          SUPERSEDED SURVEY CONTROL
 JU2547
 JU2547  NAD 83(1986)-  39 38 18.27907(N)    075 34 33.38936(W) AD(       ) 3
 JU2547
 JU2547.Superseded values are not recommended for survey control.
 JU2547
 JU2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2547.See file dsdata.pdf to determine how the superseded data were derived.
 JU2547
 JU2547_MARKER: 14 = NAVIGATION LIGHT
 JU2547_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2547
 JU2547  HISTORY     - Date     Condition        Report By
 JU2547  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU2547  HISTORY     - 19970831 GOOD             USPSQD
 JU2547  HISTORY     - 20070929 GOOD             GEOCAC
 JU2547
 JU2547                          STATION DESCRIPTION
 JU2547
 JU2547'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2547'THE STATION, PEA PATCH ISLAND DIKE LIGHT D, IS THE CENTER OF THE
 JU2547'WHITE LIGHT ATOP THE BLACK SKELETON TOWER WITH A SMALL WHITE
 JU2547'HOUSE ON A PILE FOUNDATION.  THE LIGHT IS COAST GUARD LL
 JU2547'2226.
 JU2547'
 JU2547'THE STATION IS LOCATED IN
 JU2547'DELAWARE RIVER, NORTH OF PEA PATCH ISLAND, ON THE
 JU2547'SUBMERGED DIKE.
 JU2547'
 JU2547'TO REACH THE STATION FROM THE MOUTH OF SALEM RIVER, GO BY BOAT
 JU2547'NORTHWEST 7.4 KM (5.6 MILES) TO THE LIGHT STRUCTURE ON THE
 JU2547'LEFT.
 JU2547
 JU2547                          STATION RECOVERY (1997)
 JU2547
 JU2547'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2547'RECOVERED IN GOOD CONDITION.
 JU2547
 JU2547                          STATION RECOVERY (2007)
 JU2547
 JU2547'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 JU2547'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3479 ***********************************************************************
 JU3479  DESIGNATION -  PEARSONS
 JU3479  PID         -  JU3479
 JU3479  STATE/COUNTY-  DE/KENT
 JU3479  COUNTRY     -  US
 JU3479  USGS QUAD   -  SUDLERSVILLE (2017)
 JU3479
 JU3479                         *CURRENT SURVEY CONTROL
 JU3479  ______________________________________________________________________
 JU3479* NAD 83(1991) POSITION- 39 13 40.07169(N) 075 45 15.92939(W)   ADJUSTED
 JU3479* NAVD 88 ORTHO HEIGHT -    19.2   (meters)       63.    (feet) VERTCON3
 JU3479  ______________________________________________________________________
 JU3479  GEOID HEIGHT    -        -33.822 (meters)                     GEOID18
 JU3479  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC18
 JU3479  HORZ ORDER      -  SECOND
 JU3479
 JU3479.The horizontal coordinates were established by classical geodetic methods
 JU3479.and adjusted by the National Geodetic Survey in January 1992.
 JU3479
 JU3479.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3479
 JU3479.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3479.GEOID18 height accuracy estimate available here.
 JU3479
 JU3479.Click photographs - Photos may exist for this station.
 JU3479
 JU3479.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3479
 JU3479. The following values were computed from the NAD 83(1991) position.
 JU3479
 JU3479;                    North         East     Units Scale Factor Converg.
 JU3479;SPC DE       -   136,349.213   170,835.387   MT  1.00000547   -0 12 49.0
 JU3479;SPC DE       -   447,339.04    560,482.43   sFT  1.00000547   -0 12 49.0
 JU3479;SPC MD       -   174,028.452   507,546.156   MT  0.99996867   +0 46 54.4
 JU3479;SPC MD       -   570,958.35  1,665,174.35   sFT  0.99996867   +0 46 54.4
 JU3479;UTM  18      - 4,342,327.158   434,882.639   MT  0.99965221   -0 28 37.6
 JU3479
 JU3479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3479!SPC DE       -   1.00000230  x   1.00000547  =   1.00000777
 JU3479!SPC MD       -   1.00000230  x   0.99996867  =   0.99997097
 JU3479!UTM  18      -   1.00000230  x   0.99965221  =   0.99965451
 JU3479
 JU3479:                Primary Azimuth Mark                     Grid Az
 JU3479:SPC DE       -  PEARSONS AZ MK                           060 23 30.2
 JU3479:SPC MD       -  PEARSONS AZ MK                           059 23 46.8
 JU3479:UTM  18      -  PEARSONS AZ MK                           060 39 18.8
 JU3479
 JU3479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3488242327(NAD 83)
 JU3479
 JU3479|---------------------------------------------------------------------|
 JU3479| PID    Reference Object                     Distance      Geod. Az  |
 JU3479|                                                           dddmmss.s |
 JU3479| CB2826 PEARSONS AZ MK                                     0601041.2 |
 JU3479| JU3470 MARYDEL RM 4                        APPROX. 9.6 KM 1763201.9 |
 JU3479| CB2827 PEARSONS RM 1                        27.920 METERS 19459     |
 JU3479| CB2828 PEARSONS RM 2                        27.215 METERS 33848     |
 JU3479| JU3480 BOUNDARY MONUMENT 53 DEL MD         120.762 METERS 35230     |
 JU3479|---------------------------------------------------------------------|
 JU3479
 JU3479                          SUPERSEDED SURVEY CONTROL
 JU3479
 JU3479  NAD 83(1986)-  39 13 40.06287(N)    075 45 15.93903(W) AD(       ) 2
 JU3479  NAD 27      -  39 13 39.66430(N)    075 45 17.18210(W) AD(       ) 2
 JU3479  NGVD 29 (07/19/86)   19.4    (m)           64.     (f) VERT ANG       
 JU3479
 JU3479.Superseded values are not recommended for survey control.
 JU3479
 JU3479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3479.See file dsdata.pdf to determine how the superseded data were derived.
 JU3479
 JU3479_MARKER: DS = TRIANGULATION STATION DISK
 JU3479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3479_STAMPING: PEARSONS 1961
 JU3479_MARK LOGO: CGS
 JU3479_PROJECTION: RECESSED 51 CENTIMETERS
 JU3479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3479+STABILITY: SURFACE MOTION
 JU3479
 JU3479  HISTORY     - Date     Condition        Report By
 JU3479  HISTORY     - 1961     MONUMENTED       CGS
 JU3479  HISTORY     - 20041026 MARK NOT FOUND   USPSQD
 JU3479  HISTORY     - 20120321 MARK NOT FOUND   DELCOS
 JU3479
 JU3479                          STATION DESCRIPTION
 JU3479
 JU3479'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3479'THE STATION IS LOCATED IN A SMALL CULTIVATED FIELD, 5.0 MILES WEST OF
 JU3479'KENTON, DELAWARE, 5.0 MILES EAST-SOUTHEAST OF MILLINGTON, MARYLAND
 JU3479'AND ON PROPERTY OWNED BY MR. GEORGE PEARSONS.
 JU3479'
 JU3479'TO REACH THE STATION FROM THE CROSSROADS IN SUDLERSVILLE, GO EAST ON
 JU3479'STATE HIGHWAY 300 FOR 3.0 MILES TO A GRAVELED ROAD LEFT, TURN LEFT
 JU3479'AND GO NORTH ON THE GRAVELED ROAD FOR 0.8 MILE TO A CROSSROAD,
 JU3479'CONTINUE NORTH ON THE MACADAM ROAD FOR 3.25 MILE TO THE END OF THE
 JU3479'MACADAM AND THE STATE LINE AND THE STATION LOCATED ON THE LEFT AS
 JU3479'DESCRIBED.
 JU3479'
 JU3479'THE STATION MARK IS A STANDARD DISK STAMPED PEARSONS 1961, SET IN TOP
 JU3479'OF A SQUARE CONCRETE MONUMENT WHICH IS ABOUT 20 INCHES BELOW THE
 JU3479'GROUND SURFACE.  IT IS 28.0 FEET EAST OF A NORTH AND SOUTH FENCE
 JU3479'LINE, 28.9 FEET EAST OF A STANDARD METAL WITNESS POST AND MARKER,
 JU3479'45.0 FEET WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE
 JU3479'GRAVELED ROAD AND 163.6 FEET SOUTHWEST OF A SMALL SIGN BOARD
 JU3479'PEARSONS GROVE.
 JU3479'
 JU3479'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PEARSONS NO 1 1961, SET
 JU3479'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS ABOUT 1 INCH BELOW
 JU3479'THE GROUND SURFACE.  IT IS 1.0 FOOT EAST OF THE NORTH AND SOUTH
 JU3479'FENCE LINE, 26.0 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED
 JU3479'ROAD, 86.6 FEET SOUTH OF THE WITNESS POST AND 245.0 FEET SOUTHWEST
 JU3479'OF THE SMALL SIGN BOARD PEARSONS GROVE.
 JU3479'
 JU3479'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PEARSONS NO 2 1961, SET
 JU3479'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 INCH
 JU3479'ABOVE THE GROUND SURFACE.  IT IS 1.6 FEET EAST OF THE NORTH AND
 JU3479'SOUTH FENCE LINE, 85.3 FEET NORTH OF THE WITNESS POST, 113.4 FEET
 JU3479'WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD
 JU3479'AND 157.7 FEET WEST OF THE SMALL SIGN BOARD PEARSONS GROVE.
 JU3479'
 JU3479'BOUNDARY MONUMENT NO. 53 IS A 12 X 12 INCH GRANITE STONE MARKED M AND
 JU3479'P AND PROJECTS ABOUT 30 INCHES ABOVE THE GROUND SURFACE.  THE
 JU3479'MONUMENT IS IN GOOD CONDITION.  IT IS LOCATED IN THE NORTH AND
 JU3479'SOUTH FENCE LINE, ABOUT 75 YARDS NORTH-NORTHWEST OF THE STATION
 JU3479'SITE AND 1.2 FEET EAST OF THE NORTH AND SOUTH FENCE LINE, 30.0
 JU3479'FEET SOUTH OF A NORTHEAST FENCE CORNER AND ABOUT 115.0 FEET WEST OF
 JU3479'THE APPROXIMATE CENTER OF THE GRAVELED ROAD.
 JU3479'
 JU3479'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVELED
 JU3479'ROAD FOR 0.15 MILES TO A CROSSROAD, TURN RIGHT AND GO 0.1 MILE TO
 JU3479'THE AZIMUTH MARK ON THE RIGHT.
 JU3479'
 JU3479'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PEARSONS 1961, SET IN TOP
 JU3479'OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH ABOVE THE
 JU3479'GROUND SURFACE.  IT IS 1.2 FEET SOUTH OF A STANDARD METAL WITNESS
 JU3479'POST AND MARKER, 1.5 FEET WEST OF A POWERLINE POLE NO. 35, 3.0
 JU3479'FEET NORTH OF THE NORTH EDGE OF A CULTIVATED FIELD AND 27.0 FEET
 JU3479'SOUTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD.
 JU3479'
 JU3479'HEIGHT OF LIGHT ABOVE STATION MARK 34.60 METERS.
 JU3479
 JU3479                          STATION RECOVERY (2004)
 JU3479
 JU3479'RECOVERY NOTE BY US POWER SQUADRON 2004 (KN)
 JU3479'FROM THE CROSSROADS OF HIGHWAYS 313 AND 300 IN SUDLERSVILLE, PROCEED E
 JU3479'ON 300 FOR 3 MILES TO STULLTOWN ROAD, NOW PAVED. LEFT FOR 0.8 MILES TO
 JU3479'PETER'S CORNER, CONTINUE N FOR 3.25 MILES TO THE STATE LINE.
 JU3479'REFERENCED WITNESS POST, FENCE LINE AND SIGNBOARD DO NOT EXIST.
 JU3479'THE CONCRETE MONUMENT FOR RM1 WAS RECOVERED. THE DISK IS MISSING AND
 JU3479'THE TOP OF THE MONUMENT IS CHIPPED AND BROKEN BY HIGHWAY MAINTENANCE
 JU3479'EQUIPMENT.
 JU3479'REFERENCED BOUNDARY MARKER NUMBER 53 (JU3480) WAS FOUND IN GOOD
 JU3479'CONDITION.
 JU3479
 JU3479                          STATION RECOVERY (2012)
 JU3479
 JU3479'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU3479'THE DISC IS GONE AND CONCRETE MONUMENT IS DISTURBED AND DAMAGED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2551 ***********************************************************************
 JU2551  DESIGNATION -  PETRUSKA
 JU2551  PID         -  JU2551
 JU2551  STATE/COUNTY-  DE/NEW CASTLE
 JU2551  COUNTRY     -  US
 JU2551  USGS QUAD   -  DELAWARE CITY (2016)
 JU2551
 JU2551                         *CURRENT SURVEY CONTROL
 JU2551  ______________________________________________________________________
 JU2551* NAD 83(1991) POSITION- 39 31 13.36935(N) 075 33 40.41509(W)   NO CHECK
 JU2551* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) VERTCON3
 JU2551  ______________________________________________________________________
 JU2551  GEOID HEIGHT    -        -33.550 (meters)                     GEOID18
 JU2551  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC18
 JU2551  HORZ ORDER      -  THIRD
 JU2551
 JU2551.The horizontal coordinates were established by classical geodetic methods
 JU2551.and adjusted by the National Geodetic Survey in January 1992.
 JU2551
 JU2551.No horizontal observational check was made to the station.
 JU2551
 JU2551.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2551
 JU2551.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2551.GEOID18 height accuracy estimate available here.
 JU2551
 JU2551.Click photographs - Photos may exist for this station.
 JU2551
 JU2551.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2551
 JU2551. The following values were computed from the NAD 83(1991) position.
 JU2551
 JU2551;                    North         East     Units Scale Factor Converg.
 JU2551;SPC DE       -   168,787.965   187,569.614   MT  0.99999690   -0 05 31.2
 JU2551;SPC DE       -   553,765.18    615,384.64   sFT  0.99999690   -0 05 31.2
 JU2551;SPC NJ       -    76,805.314    58,755.073   MT  1.00000247   -0 40 31.3
 JU2551;SPC NJ       -   251,985.43    192,765.60   sFT  1.00000247   -0 40 31.3
 JU2551;UTM  18      - 4,374,676.686   451,760.253   MT  0.99962865   -0 21 25.7
 JU2551
 JU2551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2551!SPC DE       -   1.00000507  x   0.99999690  =   1.00000197
 JU2551!SPC NJ       -   1.00000507  x   1.00000247  =   1.00000754
 JU2551!UTM  18      -   1.00000507  x   0.99962865  =   0.99963372
 JU2551
 JU2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5176074676(NAD 83)
 JU2551
 JU2551                          SUPERSEDED SURVEY CONTROL
 JU2551
 JU2551  NAD 83(1986)-  39 31 13.36200(N)    075 33 40.42384(W) AD(       ) 3
 JU2551  NGVD 29 (06/08/88)    1.     (m)            3.     (f) VERT ANG       
 JU2551
 JU2551.Superseded values are not recommended for survey control.
 JU2551
 JU2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2551.See file dsdata.pdf to determine how the superseded data were derived.
 JU2551
 JU2551_MARKER: DD = SURVEY DISK
 JU2551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2551_STAMPING: PETRUSKA 1983
 JU2551_MARK LOGO: NOS
 JU2551_PROJECTION: RECESSED 14 CENTIMETERS
 JU2551_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 JU2551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2551+STABILITY: SURFACE MOTION
 JU2551
 JU2551  HISTORY     - Date     Condition        Report By
 JU2551  HISTORY     - 1984     MONUMENTED       NOS
 JU2551
 JU2551                          STATION DESCRIPTION
 JU2551
 JU2551'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2551'THE STATION IS LOCATED ON THE NORTH END OF REEDY ISLAND IN
 JU2551'DELAWARE RIVER.
 JU2551'
 JU2551'TO REACH THE STATION FROM THE MOUTH OF SALEM RIVER, GO BY BOAT
 JU2551'SOUTH 4.0 KM (2.5 MILES) TO THE NORTH END OF THE ISLAND AND THE
 JU2551'STATION ON THE SANDY BEACH.
 JU2551'
 JU2551'THE STATION IS A STANDARD NOS DISK
 JU2551'STAMPED---PETRUSKA 1983---,
 JU2551'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 22 CM IN DIAMETER
 JU2551'RECESSED 14 CM BELOW THE GROUND.  IT IS LOCATED
 JU2551'1.50 METERS (4.92 FT) NORTHEAST FROM A STANDARD NOS WITNESS POST
 JU2551'SIGN.
 JU2551'
 JU2551'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.86 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN9219 ***********************************************************************
 DN9219  DESIGNATION -  PHB 1
 DN9219  PID         -  DN9219
 DN9219  STATE/COUNTY-  DE/SUSSEX
 DN9219  COUNTRY     -  US
 DN9219  USGS QUAD   -  MILTON (2016)
 DN9219
 DN9219                         *CURRENT SURVEY CONTROL
 DN9219  ______________________________________________________________________
 DN9219* NAD 83(1986) POSITION- 38 50 44.0    (N) 075 17 05.4    (W)   HD_HELD2
 DN9219* NAVD 88 ORTHO HEIGHT -     2.461 (meters)        8.07  (feet) ADJUSTED
 DN9219  ______________________________________________________________________
 DN9219  GEOID HEIGHT    -        -35.500 (meters)                     GEOID18
 DN9219  DYNAMIC HEIGHT  -          2.459 (meters)        8.07  (feet) COMP
 DN9219  MODELED GRAVITY -    980,040.4   (mgal)                       NAVD 88
 DN9219
 DN9219  VERT ORDER      -  FIRST     CLASS II
 DN9219
 DN9219.The horizontal coordinates were established by autonomous hand held GPS
 DN9219.observations and have an estimated accuracy of +/- 10 meters.
 DN9219
 DN9219.The orthometric height was determined by differential leveling and
 DN9219.adjusted by the NATIONAL GEODETIC SURVEY
 DN9219.in January 2013.
 DN9219
 DN9219.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9219.GEOID18 height accuracy estimate available here.
 DN9219
 DN9219.Click photographs - Photos may exist for this station.
 DN9219
 DN9219.The dynamic height is computed by dividing the NAVD 88
 DN9219.geopotential number by the normal gravity value computed on the
 DN9219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9219.degrees latitude (g = 980.6199 gals.).
 DN9219
 DN9219.The modeled gravity was interpolated from observed gravity values.
 DN9219
 DN9219;                    North         East    Units  Estimated Accuracy
 DN9219;SPC DE       -    93,868.      211,445.      MT  (+/- 10 meters HH2 GPS)
 DN9219
 DN9219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7528299676(NAD 83)
 DN9219
 DN9219                          SUPERSEDED SURVEY CONTROL
 DN9219
 DN9219.No superseded survey control is available for this station.
 DN9219
 DN9219_MARKER: DD = SURVEY DISK
 DN9219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN9219_STAMPING: PHB 1
 DN9219_MARK LOGO: DEDT
 DN9219_PROJECTION: FLUSH
 DN9219_MAGNETIC: I = MARKER IS A STEEL ROD
 DN9219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9219+STABILITY: SURFACE MOTION
 DN9219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9219+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2012
 DN9219
 DN9219  HISTORY     - Date     Condition        Report By
 DN9219  HISTORY     - 20120504 MONUMENTED       DEDT
 DN9219
 DN9219                          STATION DESCRIPTION
 DN9219
 DN9219'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012
 DN9219'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTH OF HARBESON, 7.9
 DN9219'MI (12.7 KM) EAST-NORTHEAST OF ELLENDALE AND 4.9 MI (7.9 KM)
 DN9219'NORTH-NORTHEAST OF MILTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN9219'
 DN9219'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 1 AND DELAWARE ROUTE
 DN9219'16 PROCEED NORTHWESTERLY ALONG DELAWARE ROUTE 1 FOR 2.8 MI (4.5 KM)
 DN9219'TURN RIGHT ONTO PRIMEHOOK ROAD FOR 0.9 MI (1.4 KM) TURN RIGHT WITH
 DN9219'PRIME HOOK ROAD FOR 1.2 MI (1.9 KM) TO THE STATION ON THE LEFT.
 DN9219'
 DN9219'IT IS 65.70 M (215.6 FT) WEST-SOUTHWEST OF A UTILITY POLE NUMBERED
 DN9219'45692, 27.75 M (91.0 FT) EAST OF A UTILITY POLE NUMBERED 45690, 24.30
 DN9219'M (79.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, 15.25 M (50.0
 DN9219'FT) NORTHEAST OF A TELEPHONE PEDESTAL NUMBERED 48, 4.9 M (16.1 FT)
 DN9219'NORTH-NORTHWEST OF THE CENTERLINE OF PRIMEHOOK ROAD AND SET IN THE TOP
 DN9219'OF A 20-CM (8 INCH) ROUND CONCRETE POST AND ABOUT LEVEL WITH THE
 DN9219'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN9220 ***********************************************************************
 DN9220  DESIGNATION -  PHB 2
 DN9220  PID         -  DN9220
 DN9220  STATE/COUNTY-  DE/SUSSEX
 DN9220  COUNTRY     -  US
 DN9220  USGS QUAD   -  MILTON (2016)
 DN9220
 DN9220                         *CURRENT SURVEY CONTROL
 DN9220  ______________________________________________________________________
 DN9220* NAD 83(1986) POSITION- 38 50 46.19   (N) 075 16 56.60   (W)   HD_HELD1
 DN9220* NAVD 88 ORTHO HEIGHT -     2.252 (meters)        7.39  (feet) ADJUSTED
 DN9220  ______________________________________________________________________
 DN9220  GEOID HEIGHT    -        -35.501 (meters)                     GEOID18
 DN9220  DYNAMIC HEIGHT  -          2.250 (meters)        7.38  (feet) COMP
 DN9220  MODELED GRAVITY -    980,040.5   (mgal)                       NAVD 88
 DN9220
 DN9220  VERT ORDER      -  FIRST     CLASS II
 DN9220
 DN9220.The horizontal coordinates were determined by differentially corrected
 DN9220.hand held GPS observations or other comparable positioning techniques
 DN9220.and have an estimated accuracy of +/- 3 meters.
 DN9220
 DN9220.The orthometric height was determined by differential leveling and
 DN9220.adjusted by the NATIONAL GEODETIC SURVEY
 DN9220.in January 2013.
 DN9220
 DN9220.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9220.GEOID18 height accuracy estimate available here.
 DN9220
 DN9220.Click photographs - Photos may exist for this station.
 DN9220
 DN9220.The dynamic height is computed by dividing the NAVD 88
 DN9220.geopotential number by the normal gravity value computed on the
 DN9220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9220.degrees latitude (g = 980.6199 gals.).
 DN9220
 DN9220.The modeled gravity was interpolated from observed gravity values.
 DN9220
 DN9220;                    North         East    Units  Estimated Accuracy
 DN9220;SPC DE       -    93,936.1     211,657.1     MT  (+/- 3 meters HH1 GPS) 
 DN9220
 DN9220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7549499743(NAD 83)
 DN9220
 DN9220                          SUPERSEDED SURVEY CONTROL
 DN9220
 DN9220.No superseded survey control is available for this station.
 DN9220
 DN9220_MARKER: DD = SURVEY DISK
 DN9220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN9220_STAMPING: PHB 2
 DN9220_MARK LOGO: DEDT
 DN9220_PROJECTION: FLUSH
 DN9220_MAGNETIC: I = MARKER IS A STEEL ROD
 DN9220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN9220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9220+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2012
 DN9220
 DN9220  HISTORY     - Date     Condition        Report By
 DN9220  HISTORY     - 20120504 MONUMENTED       DEDT
 DN9220
 DN9220                          STATION DESCRIPTION
 DN9220
 DN9220'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012
 DN9220'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTH OF HARBESON, 8.1
 DN9220'MI (13.0 KM) EAST-NORTHEAST OF ELLENDALE AND 5.0 MI (8.0 KM)
 DN9220'NORTH-NORTHEAST OF MILTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN9220'
 DN9220'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 1 AND DELAWARE ROUTE
 DN9220'16, PROCEED NORTHWESTERLY FOR 2.8 MI (4.5 KM) TURN RIGHT ONTO
 DN9220'PRIMEHOOK ROAD FOR 0.9 MI (1.4 KM) TURN RIGHT WITH PRIMEHOOK ROAD FOR
 DN9220'1.3 MI (2.1 KM) TO THE STATION ON THE RIGHT.
 DN9220'
 DN9220'IT IS 69.0 M (226.4 FT) EAST OF A UTILITY POLE NUMBERED 45693, 30.75 M
 DN9220'(100.9 FT) WEST-SOUTHWEST OF A UTILITY POLE NUMBERED 45694, 26.25 M
 DN9220'(86.1 FT) WEST-SOUTHWEST OF A GUY POLE NUMBERED 45695, 4.5 M (14.8 FT)
 DN9220'SOUTH-SOUTHEAST OF THE SOUTHERLY EDGE OF PAVEMENT OF PRIMEHOOK ROAD
 DN9220'AND SET IN THE TOP OF A 20-CM (8 INCH) ROUND CONCRETE POST AND ABOUT
 DN9220'LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN9221 ***********************************************************************
 DN9221  DESIGNATION -  PHB 3
 DN9221  PID         -  DN9221
 DN9221  STATE/COUNTY-  DE/SUSSEX
 DN9221  COUNTRY     -  US
 DN9221  USGS QUAD   -  LEWES (2016)
 DN9221
 DN9221                         *CURRENT SURVEY CONTROL
 DN9221  ______________________________________________________________________
 DN9221* NAD 83(1986) POSITION- 38 51 16.87   (N) 075 14 59.13   (W)   HD_HELD1
 DN9221* NAVD 88 ORTHO HEIGHT -     1.287 (meters)        4.22  (feet) ADJUSTED
 DN9221  ______________________________________________________________________
 DN9221  GEOID HEIGHT    -        -35.501 (meters)                     GEOID18
 DN9221  DYNAMIC HEIGHT  -          1.286 (meters)        4.22  (feet) COMP
 DN9221  MODELED GRAVITY -    980,042.3   (mgal)                       NAVD 88
 DN9221
 DN9221  VERT ORDER      -  FIRST     CLASS II
 DN9221
 DN9221.The horizontal coordinates were determined by differentially corrected
 DN9221.hand held GPS observations or other comparable positioning techniques
 DN9221.and have an estimated accuracy of +/- 3 meters.
 DN9221
 DN9221.The orthometric height was determined by differential leveling and
 DN9221.adjusted by the NATIONAL GEODETIC SURVEY
 DN9221.in January 2013.
 DN9221
 DN9221.No vertical observational check was made to the station.
 DN9221
 DN9221.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9221.GEOID18 height accuracy estimate available here.
 DN9221
 DN9221.Click photographs - Photos may exist for this station.
 DN9221
 DN9221.The dynamic height is computed by dividing the NAVD 88
 DN9221.geopotential number by the normal gravity value computed on the
 DN9221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9221.degrees latitude (g = 980.6199 gals.).
 DN9221
 DN9221.The modeled gravity was interpolated from observed gravity values.
 DN9221
 DN9221;                    North         East    Units  Estimated Accuracy
 DN9221;SPC DE       -    94,886.8     214,488.1     MT  (+/- 3 meters HH1 GPS) 
 DN9221
 DN9221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7832800680(NAD 83)
 DN9221
 DN9221                          SUPERSEDED SURVEY CONTROL
 DN9221
 DN9221.No superseded survey control is available for this station.
 DN9221
 DN9221_MARKER: DD = SURVEY DISK
 DN9221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN9221_STAMPING: PHB 3
 DN9221_MARK LOGO: DEDT
 DN9221_PROJECTION: FLUSH
 DN9221_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DN9221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN9221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9221+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2012
 DN9221
 DN9221  HISTORY     - Date     Condition        Report By
 DN9221  HISTORY     - 20120101 MONUMENTED       DEDT
 DN9221
 DN9221                          STATION DESCRIPTION
 DN9221
 DN9221'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012
 DN9221'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTH-NORTHEAST OF
 DN9221'HARBESON, 8.1 MI (13.0 KM) NORTHWEST OF LEWES AND 6.2 MI (10.0 KM)
 DN9221'NORTH-NORTHEAST OF MILTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN9221'
 DN9221'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 1 AND DELAWARE ROUTE
 DN9221'16, PROCEED NORTHWESTERLY ALONG DELAWARE ROUTE 1 FOR 2.8 MI (4.5 KM)
 DN9221'TURN RIGHT ONTO PRIMEHOOK ROAD FOR 0.9 MI (1.4 KM) TURN RIGHT WITH
 DN9221'PRIME HOOK ROAD FOR 3.5 MI (5.6 KM) TO THE STATION ON THE LEFT.
 DN9221'
 DN9221'IT IS 68.75 M (225.6 FT) WEST-SOUTHWEST OF A FIBER OPTIC PEDASTAL,
 DN9221'27.95 M (91.7 FT) NORTHEAST OF A METAL CURVE SIGN, 5.4 M (17.7 FT)
 DN9221'SOUTHWEST OF A METAL CURVE SIGN, 5.0 M (16.4 FT) NORTH-NORTHWEST OF
 DN9221'THE CENTER LINE OF PRIMEHOOK ROAD AND SET IN THE TOP OF A 20-CM (8
 DN9221'INCH) ROUND CONCRETE POST AND ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN9222 ***********************************************************************
 DN9222  DESIGNATION -  PHB 4
 DN9222  PID         -  DN9222
 DN9222  STATE/COUNTY-  DE/SUSSEX
 DN9222  COUNTRY     -  US
 DN9222  USGS QUAD   -  LEWES (2016)
 DN9222
 DN9222                         *CURRENT SURVEY CONTROL
 DN9222  ______________________________________________________________________
 DN9222* NAD 83(1986) POSITION- 38 51 18.25   (N) 075 14 35.02   (W)   HD_HELD1
 DN9222* NAVD 88 ORTHO HEIGHT -     2.696 (meters)        8.85  (feet) ADJUSTED
 DN9222  ______________________________________________________________________
 DN9222  GEOID HEIGHT    -        -35.502 (meters)                     GEOID18
 DN9222  DYNAMIC HEIGHT  -          2.694 (meters)        8.84  (feet) COMP
 DN9222  MODELED GRAVITY -    980,042.6   (mgal)                       NAVD 88
 DN9222
 DN9222  VERT ORDER      -  FIRST     CLASS II
 DN9222
 DN9222.The horizontal coordinates were determined by differentially corrected
 DN9222.hand held GPS observations or other comparable positioning techniques
 DN9222.and have an estimated accuracy of +/- 3 meters.
 DN9222
 DN9222.The orthometric height was determined by differential leveling and
 DN9222.adjusted by the NATIONAL GEODETIC SURVEY
 DN9222.in January 2013.
 DN9222
 DN9222.No vertical observational check was made to the station.
 DN9222
 DN9222.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9222.GEOID18 height accuracy estimate available here.
 DN9222
 DN9222.Click photographs - Photos may exist for this station.
 DN9222
 DN9222.The dynamic height is computed by dividing the NAVD 88
 DN9222.geopotential number by the normal gravity value computed on the
 DN9222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9222.degrees latitude (g = 980.6199 gals.).
 DN9222
 DN9222.The modeled gravity was interpolated from observed gravity values.
 DN9222
 DN9222;                    North         East    Units  Estimated Accuracy
 DN9222;SPC DE       -    94,930.5     215,069.4     MT  (+/- 3 meters HH1 GPS) 
 DN9222
 DN9222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7891000721(NAD 83)
 DN9222
 DN9222                          SUPERSEDED SURVEY CONTROL
 DN9222
 DN9222.No superseded survey control is available for this station.
 DN9222
 DN9222_MARKER: DD = SURVEY DISK
 DN9222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN9222_STAMPING: PHB 4
 DN9222_MARK LOGO: DEDT
 DN9222_PROJECTION: FLUSH
 DN9222_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DN9222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9222+STABILITY: SURFACE MOTION
 DN9222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9222+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2012
 DN9222
 DN9222  HISTORY     - Date     Condition        Report By
 DN9222  HISTORY     - 20120101 MONUMENTED       DEDT
 DN9222
 DN9222                          STATION DESCRIPTION
 DN9222
 DN9222'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012
 DN9222'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTH-NORTHEAST OF
 DN9222'HARBESON, 7.9 MI (12.7 KM) NORTHWEST OF LEWES AND 6.5 MI (10.5 KM)
 DN9222'NORTHEAST OF MILTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN9222'
 DN9222'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 1 AND DELAWARE ROUTE
 DN9222'16 PROCEED NORTHWESTERLY ALONG DELAWARE ROUTE 1 FOR 2.8 MI (4.5 KM)
 DN9222'TURN RIGHT ONTO PRIMEHOOK ROAD FOR 0.9 MI (1.4 KM) TURN RIGHT WITH
 DN9222'PRIMEHOOK ROAD FOR 3.8 MI (6.1 KM) TURN RIGHT ONTO SHORE DRIVE FOR 120
 DN9222'FT (36.6 M) TO THE STATION ON THE RIGHT.
 DN9222'
 DN9222'IT IS 39.2 M (128.6 FT) SOUTH-SOUTHEAST OF THE CENTERLINE INTERSECTION
 DN9222'OF PRIMEHOOK ROAD AND SHORE DRIVE, 32.4 M (106.3 FT) SOUTH-SOUTHEAST
 DN9222'OF A UTILITY POLE NUMBERED 45769, 11.5 M (37.7 FT) EAST-NORTHEAST OF
 DN9222'THE SOUTHEAST CORNER OF A GARAGE, 7.35 M (24.1 FT) WEST OF A TELEPHONE
 DN9222'PEDESTAL NUMBERED NE110, 3.4 M (11.2 FT) WEST OF THE CENTERLINE OF
 DN9222'SHORE DRIVE AND SET IN THE TOP OF A 20-CM (8 INCH) ROUND CONCRETE POST
 DN9222'AND ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1439 ***********************************************************************
 HU1439  DESIGNATION -  PHILLIPS
 HU1439  PID         -  HU1439
 HU1439  STATE/COUNTY-  DE/SUSSEX
 HU1439  COUNTRY     -  US
 HU1439  USGS QUAD   -  ASSAWOMAN BAY (2016)
 HU1439
 HU1439                         *CURRENT SURVEY CONTROL
 HU1439  ______________________________________________________________________
 HU1439* NAD 83(1991) POSITION- 38 29 03.62968(N) 075 03 04.73812(W)   ADJUSTED
 HU1439* NAVD 88 ORTHO HEIGHT -     5.5   (meters)       18.    (feet) VERTCON3
 HU1439  ______________________________________________________________________
 HU1439  GEOID HEIGHT    -        -35.881 (meters)                     GEOID18
 HU1439  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 HU1439  HORZ ORDER      -  SECOND
 HU1439
 HU1439.The horizontal coordinates were established by classical geodetic methods
 HU1439.and adjusted by the National Geodetic Survey in January 1992.
 HU1439
 HU1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1439
 HU1439.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1439.GEOID18 height accuracy estimate available here.
 HU1439
 HU1439.Click photographs - Photos may exist for this station.
 HU1439
 HU1439.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1439
 HU1439. The following values were computed from the NAD 83(1991) position.
 HU1439
 HU1439;                    North         East     Units Scale Factor Converg.
 HU1439;SPC DE       -    53,825.410   231,877.325   MT  1.00000751   +0 13 38.5
 HU1439;SPC DE       -   176,592.20    760,750.86   sFT  1.00000751   +0 13 38.5
 HU1439;UTM  18      - 4,259,557.194   495,524.373   MT  0.99960025   -0 01 55.0
 HU1439
 HU1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1439!SPC DE       -   1.00000477  x   1.00000751  =   1.00001228
 HU1439!UTM  18      -   1.00000477  x   0.99960025  =   0.99960502
 HU1439
 HU1439:                Primary Azimuth Mark                     Grid Az
 HU1439:SPC DE       -  FENWICK IS LH                            184 43 21.5
 HU1439:UTM  18      -  FENWICK IS LH                            184 58 55.0
 HU1439
 HU1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9552459557(NAD 83)
 HU1439
 HU1439|---------------------------------------------------------------------|
 HU1439| PID    Reference Object                     Distance      Geod. Az  |
 HU1439|                                                           dddmmss.s |
 HU1439| DC8277 PHILLIPS RM 2                         8.981 METERS 15456     |
 HU1439| HU1460 FENWICK ISLAND US NAVY TOWER        APPROX. 1.2 KM 1772558.2 |
 HU1439| HU1442 FENWICK IS LH                       APPROX. 3.7 KM 1845700.0 |
 HU1439| DC8276 PHILLIPS RM 1                        12.670 METERS 26216     |
 HU1439| HU1397 BETHANY BEACH MUNICIPAL TANK        APPROX. 6.0 KM 3540146.2 |
 HU1439| HU1403 FENWICK IS OBSERVATION TWR 3        APPROX. 2.4 KM 3544020.3 |
 HU1439| HU1394 INDIAN RIVER COAST GUARD TOWER      APPROX.13.9 KM 3555629.8 |
 HU1439|---------------------------------------------------------------------|
 HU1439
 HU1439                          SUPERSEDED SURVEY CONTROL
 HU1439
 HU1439  NAD 83(1986)-  38 29 03.61125(N)    075 03 04.76004(W) AD(       ) 2
 HU1439  NAD 27      -  38 29 03.21147(N)    075 03 06.10841(W) AD(       ) 2
 HU1439  NGVD 29 (07/19/86)    5.7    (m)           19.     (f) VERT ANG       
 HU1439
 HU1439.Superseded values are not recommended for survey control.
 HU1439
 HU1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1439.See file dsdata.pdf to determine how the superseded data were derived.
 HU1439
 HU1439_MARKER: DS = TRIANGULATION STATION DISK
 HU1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1439_STAMPING: PHILLIPS 1962
 HU1439_MARK LOGO: CGS
 HU1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1439+STABILITY: SURFACE MOTION
 HU1439
 HU1439  HISTORY     - Date     Condition        Report By
 HU1439  HISTORY     - 1962     MONUMENTED       CGS
 HU1439  HISTORY     - 1967     MARK NOT FOUND   USGS
 HU1439  HISTORY     - 1970     MARK NOT FOUND   NGS
 HU1439  HISTORY     - 1972     MARK NOT FOUND   NGS
 HU1439
 HU1439                          STATION DESCRIPTION
 HU1439
 HU1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1439'THE STATION IS LOCATED ABOUT 3.7 MILES SOUTH OF BETHANY
 HU1439'BEACH, DELAWARE, 2.5 MILES NORTH OF THE MARYLAND-DELAWARE
 HU1439'STATE LINE, ON THE HIGHEST SAND DUNE IN THE VICINITY AND ON
 HU1439'PROPERTY OWNED BY MR. BLAINE T. PHILLIPS.  A LAWYER OF
 HU1439'WILMINGTON, DELAWARE.
 HU1439'
 HU1439'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14
 HU1439'AND 26 IN BETHANY BEACH.  GO SOUTH ON STATE HIGHWAY 14 FOR
 HU1439'3.98 MILES TO A SMALL COTTAGE ON THE LEFT, EAST, SIDE OF THE
 HU1439'HIGHWAY AND THE END OF TRUCK TRAVEL.  FROM THE END OF TRUCK
 HU1439'TRAVEL, PACK EAST ABOUT 250.0 FEET TO THE NORTHEAST OF THE
 HU1439'COTTAGE, TO THE HIGHEST POINT OF THE DUNE AND THE STATION.
 HU1439'
 HU1439'THE STATION MARK, A STANDARD DISK STAMPED PHILLIPS 1962, IS
 HU1439'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HU1439'PROJECTING ABOUT 3 INCHES ABOVE THE SURFACE OF THE
 HU1439'GROUND.  IT IS 250.0 FEET NORTHEAST OF THE NORTHEAST CORNER
 HU1439'OF THE COTTAGE, 7.1 FEET WEST OF A STANDARD METAL WITNESS
 HU1439'POST AND MARKER AND 4.4 FEET SOUTH OF AN EAST AND WEST FENCE
 HU1439'LINE AND PROPERTY LINE.
 HU1439'
 HU1439'REFERENCE MARK 1, A STANDARD DISK STAMPED PHILLIPS NO 1
 HU1439'1962, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HU1439'PROJECTING ABOUT 2 INCHES ABOVE THE SURFACE OF THE
 HU1439'GROUND.  IT IS 48.7 FEET WEST OF A STANDARD METAL WITNESS
 HU1439'POST AND MARKER, 3.9 FEET SOUTH OF THE EAST AND WEST
 HU1439'FENCELINE AND IS ABOUT 12-INCHES BELOW STATION ELEVATION.
 HU1439'
 HU1439'REFERENCE MARK 2, A STANDARD DISK STAMPED PHILLIPS NO 2
 HU1439'1962, IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HU1439'PROJECTING ABOUT 1 INCH ABOVE THE SURFACE OF THE
 HU1439'GROUND.  IT IS 32.9 FEET SOUTH OF THE EAST AND WEST
 HU1439'FENCELINE, 28.2 FEET SOUTH OF A STANDARD METAL WITNESS POST
 HU1439'AND MARKER AND ABOUT 12-INCHES BELOW STATION ELEVATION.
 HU1439'
 HU1439'AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 HU1439'
 HU1439'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
 HU1439
 HU1439                          STATION RECOVERY (1967)
 HU1439
 HU1439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HU1439'STATION AND REFERENCE MARKS FOUND WASHED OUT AND LAYING ON SAND.
 HU1439
 HU1439                          STATION RECOVERY (1970)
 HU1439
 HU1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (MNW)
 HU1439'THE SURFACE STATION MARK AND REFERENCE MARKS CAN BE ASSUMED
 HU1439'DESTROYED.  THREE CONCRETE POSTS, EACH SHOWING AN IMPRINT OF
 HU1439'A DISK WERE RECOVERED LAYING ABOVE GROUND AT THE STATION
 HU1439'SITE.
 HU1439'
 HU1439'NO SEARCH WAS MADE FOR THE UNDERGROUND MARK.
 HU1439'
 HU1439'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1439'3.7 MILES SOUTH OF BETHANY BEACH.
 HU1439
 HU1439                          STATION RECOVERY (1972)
 HU1439
 HU1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HU1439'A SEARCH WAS MADE FOR THE STATION AND NO MARKS WERE
 HU1439'FOUND.  THE SAND DUNE WHICH THE STATION WAS ON IS NOW
 HU1439'GONE.  IT WAS WASHED AWAY DURING SOME STORM.  THE AREA WHERE
 HU1439'THE STATION WAS IS NOW ABOUT 10 FEET LOWER THAN THE SAND
 HU1439'DUNES IN THE IMMEDIATE AREA OF THE STATION LOCATION.  THE
 HU1439'STATION CAN BE DETERMINED DESTROYED.
 HU1439'
 HU1439'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1439'4 MILES SOUTH OF BETHANY BEACH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2003 ***********************************************************************
 HU2003  DESIGNATION -  PIERSON AZIMUTH MARK
 HU2003  PID         -  HU2003
 HU2003  STATE/COUNTY-  DE/KENT
 HU2003  COUNTRY     -  US
 HU2003  USGS QUAD   -  BURRSVILLE (2016)
 HU2003
 HU2003                         *CURRENT SURVEY CONTROL
 HU2003  ______________________________________________________________________
 HU2003* NAD 83(1991) POSITION- 38 54 50.76315(N) 075 43 23.81261(W)   ADJUSTED
 HU2003* NAVD 88 ORTHO HEIGHT -    19.8   (meters)       65.    (feet) VERTCON3
 HU2003  ______________________________________________________________________
 HU2003  GEOID HEIGHT    -        -34.943 (meters)                     GEOID18
 HU2003  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 HU2003  HORZ ORDER      -  SECOND
 HU2003
 HU2003.The horizontal coordinates were established by classical geodetic methods
 HU2003.and adjusted by the National Geodetic Survey in January 1992.
 HU2003
 HU2003.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2003
 HU2003.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2003.GEOID18 height accuracy estimate available here.
 HU2003
 HU2003.Click photographs - Photos may exist for this station.
 HU2003
 HU2003.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2003
 HU2003. The following values were computed from the NAD 83(1991) position.
 HU2003
 HU2003;                    North         East     Units Scale Factor Converg.
 HU2003;SPC DE       -   101,514.093   173,407.099   MT  1.00000370   -0 11 33.4
 HU2003;SPC DE       -   333,050.82    568,919.79   sFT  1.00000370   -0 11 33.4
 HU2003;SPC MD       -   139,244.880   510,722.015   MT  0.99995007   +0 48 04.7
 HU2003;SPC MD       -   456,839.24  1,675,593.81   sFT  0.99995007   +0 48 04.7
 HU2003;UTM  18      - 4,307,492.960   437,293.793   MT  0.99964842   -0 27 15.7
 HU2003
 HU2003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2003!SPC DE       -   1.00000238  x   1.00000370  =   1.00000608
 HU2003!SPC MD       -   1.00000238  x   0.99995007  =   0.99995245
 HU2003!UTM  18      -   1.00000238  x   0.99964842  =   0.99965080
 HU2003
 HU2003:                Primary Azimuth Mark                     Grid Az
 HU2003:SPC DE       -  PIERSON                                  331 40 44.0
 HU2003:SPC MD       -  PIERSON                                  330 41 05.9
 HU2003:UTM  18      -  PIERSON                                  331 56 26.3
 HU2003
 HU2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3729307492(NAD 83)
 HU2003
 HU2003|---------------------------------------------------------------------|
 HU2003| PID    Reference Object                     Distance      Geod. Az  |
 HU2003|                                                           dddmmss.s |
 HU2003| HU2000 KORNER AZIMUTH MARK                 412.848 METERS 1525807.5 |
 HU2003| HU1999 PIERSON                             APPROX. 1.3 KM 3312910.6 |
 HU2003|---------------------------------------------------------------------|
 HU2003
 HU2003                          SUPERSEDED SURVEY CONTROL
 HU2003
 HU2003  NAD 83(1986)-  38 54 50.75577(N)    075 43 23.82683(W) AD(       ) 2
 HU2003  NAD 27      -  38 54 50.34730(N)    075 43 25.08310(W) AD(       ) 2
 HU2003  NGVD 29 (07/19/86)   20.0    (m)           66.     (f) VERT ANG       
 HU2003
 HU2003.Superseded values are not recommended for survey control.
 HU2003
 HU2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2003.See file dsdata.pdf to determine how the superseded data were derived.
 HU2003
 HU2003_MARKER: DZ = AZIMUTH MARK DISK
 HU2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2003_STAMPING: PIERSON 1961
 HU2003_MARK LOGO: CGS
 HU2003_PROJECTION: RECESSED 20 CENTIMETERS
 HU2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2003+STABILITY: SURFACE MOTION
 HU2003
 HU2003  HISTORY     - Date     Condition        Report By
 HU2003  HISTORY     - 1961     MONUMENTED       CGS
 HU2003
 HU2003                          STATION DESCRIPTION
 HU2003
 HU2003'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 HU2003'(THERE WERE NO REFERENCE MARKS TAKEN AT THIS STATION).
 HU2003'
 HU2003'THE STATION IS LOCATED ABOUT 2.0 MILES NORTH OF BURRSVILLE,
 HU2003'ABOUT 6.0 MILES EAST-NORTHEAST OF DENTON MARYLAND, ON THE
 HU2003'PROPERTY OWNED BY MR. EDGAR PIERSON.
 HU2003'
 HU2003'TO REACH THE STATION FROM THE GENERAL STORE IN BURRSVILLE,
 HU2003'GO NORTHERLY FOR 0.05 MILE TO A FORK, KEEP THE RIGHT FORK AND
 HU2003'CONTINUE NORTHERLY FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN
 HU2003'RIGHT, GO NORTHEASTERLY ON MACDAM ROAD FOR 0.7 MILE TO A SIDE
 HU2003'ROAD RIGHT, CONTINUE NORTH ON THE MACADAM ROAD FOR 0.25 MILE
 HU2003'TO A FIELD ROAD LEFT, TURN LEFT ON FIELD ROAD FOR 0.1 MILE
 HU2003'AND STATION.
 HU2003'
 HU2003'AZIMUTH MARK, A STANDARD DISK STAMPED PIERSON 1961, SET IN
 HU2003'THE TOP OF A 10 X 10 INCH SQUARE CONCRETE MONUMENT, IS ABOUT
 HU2003'8 INCHES BELOW GROUND SURFACE.  IT IS 3.0 FEET SOUTH OF A
 HU2003'CULTIVATED FIELD.  3.0 FEET NORTH OF A CULTIVATED FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1416 ***********************************************************************
 HU1416  DESIGNATION -  PINE
 HU1416  PID         -  HU1416
 HU1416  STATE/COUNTY-  DE/SUSSEX
 HU1416  COUNTRY     -  US
 HU1416  USGS QUAD   -  FRANKFORD (2016)
 HU1416
 HU1416                         *CURRENT SURVEY CONTROL
 HU1416  ______________________________________________________________________
 HU1416* NAD 83(1991) POSITION- 38 35 08.76136(N) 075 11 13.81874(W)   ADJUSTED
 HU1416* NAVD 88 ORTHO HEIGHT -     1.4   (meters)        5.    (feet) VERTCON3
 HU1416  ______________________________________________________________________
 HU1416  GEOID HEIGHT    -        -35.753 (meters)                     GEOID18
 HU1416  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 HU1416  HORZ ORDER      -  SECOND
 HU1416
 HU1416.The horizontal coordinates were established by classical geodetic methods
 HU1416.and adjusted by the National Geodetic Survey in January 1992.
 HU1416
 HU1416.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1416
 HU1416.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1416.GEOID18 height accuracy estimate available here.
 HU1416
 HU1416.Click photographs - Photos may exist for this station.
 HU1416
 HU1416.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1416
 HU1416. The following values were computed from the NAD 83(1991) position.
 HU1416
 HU1416;                    North         East     Units Scale Factor Converg.
 HU1416;SPC DE       -    65,045.981   219,995.616   MT  0.99999992   +0 08 35.3
 HU1416;SPC DE       -   213,405.02    721,768.95   sFT  0.99999992   +0 08 35.3
 HU1416;UTM  18      - 4,270,826.948   483,698.376   MT  0.99960327   -0 07 00.3
 HU1416
 HU1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1416!SPC DE       -   1.00000540  x   0.99999992  =   1.00000532
 HU1416!UTM  18      -   1.00000540  x   0.99960327  =   0.99960866
 HU1416
 HU1416:                Primary Azimuth Mark                     Grid Az
 HU1416:SPC DE       -  LUNGO                                    055 04 42.4
 HU1416:UTM  18      -  LUNGO                                    055 20 18.0
 HU1416
 HU1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8369870826(NAD 83)
 HU1416
 HU1416|---------------------------------------------------------------------|
 HU1416| PID    Reference Object                     Distance      Geod. Az  |
 HU1416|                                                           dddmmss.s |
 HU1416| HU1412 CENTER CONICAL RED ROOF FLAG        APPROX. 1.8 KM 0470614.5 |
 HU1416| HU1413 DOCK CENTER SUMMERHOUSE FLAG        APPROX. 1.8 KM 0483929.5 |
 HU1416| HU1410 LUNGO                               APPROX. 2.9 KM 0551317.7 |
 HU1416| HU0361 PINE RM 1                            10.735 METERS 06223     |
 HU1416| HU1417 CAMP OTONKA FLAGPOLE                APPROX. 1.9 KM 1575925.3 |
 HU1416| HU0362 PINE RM 2                           APPROX.20.5 KM 1611533.3 |
 HU1416| HU1425 MILLSBORO MUNICIPAL TANK            APPROX. 9.3 KM 2733714.6 |
 HU1416| HU1415 DARK TWO STORY HOUSE SW GABLE       APPROX. 0.8 KM 3531510.9 |
 HU1416|---------------------------------------------------------------------|
 HU1416
 HU1416                          SUPERSEDED SURVEY CONTROL
 HU1416
 HU1416  NAD 83(1986)-  38 35 08.74801(N)    075 11 13.83546(W) AD(       ) 2
 HU1416  NAD 27      -  38 35 08.34159(N)    075 11 15.17667(W) AD(       ) 2
 HU1416  NGVD 29 (07/19/86)    1.6    (m)            5.     (f) VERT ANG       
 HU1416
 HU1416.Superseded values are not recommended for survey control.
 HU1416
 HU1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1416.See file dsdata.pdf to determine how the superseded data were derived.
 HU1416
 HU1416_MARKER: DS = TRIANGULATION STATION DISK
 HU1416_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HU1416_STAMPING: PINE
 HU1416_MARK LOGO: CGS
 HU1416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1416
 HU1416  HISTORY     - Date     Condition        Report By
 HU1416  HISTORY     - 1934     MONUMENTED       CGS
 HU1416  HISTORY     - 1943     GOOD             CGS
 HU1416  HISTORY     - 1954     GOOD             USGS
 HU1416  HISTORY     - 1961     GOOD             CGS
 HU1416  HISTORY     - 1962     GOOD             CGS
 HU1416
 HU1416                          STATION DESCRIPTION
 HU1416
 HU1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1416'LOCATED ON THE S SIDE OF INDIAN RIVER AT THE NORTHEASTERN
 HU1416'EXTREMITY OF PINE NECK AND DIRECTLY OPPOSITE WILLOWBANK POINT ON
 HU1416'THE N SHORE OF THE RIVER.  THE STATION IS LOCATED NEAR THE CENTER
 HU1416'AND ON THE HIGHEST PART OF A SMALL HUMMOCK OF HIGH GROUND
 HU1416'IN THE MARSH.  THIS HUMMOCK IS THE SECOND AND SMALLER SITUATED
 HU1416'TO THE N OF THAT SECTION OF MARSH KNOWN AS THREE POINTS, AND
 HU1416'IS ABOUT 50 METERS W FROM A SHORT STRIP OF SAND BEACH.  IT
 HU1416'IS SEPARATED FROM THE BEACH BY A STRIP OF TALL WATER GRASS,
 HU1416'AND A SMALL LAGOON MAKES INTO THE MARSH ON ITS N SIDE.  THE
 HU1416'STATION IS 12.8 METERS SW OF A SMALL OAK TREE WHICH IS
 HU1416'THE ONLY TREE GROWING ON THE HUMMOCK, AND IS SURROUNDED
 HU1416'BY SHORT GRASS AND SCATTERED BUSHES.
 HU1416'
 HU1416'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN A
 HU1416'TILE.  UNDERGROUND MARK IS  A BLOCK OF CONCRETE BELOW THE GROUND
 HU1416'CONTAINING A STANDARD BRONZE DISK.
 HU1416'
 HU1416'THE WITNESS MARK IS A LONE OAK.
 HU1416'
 HU1416'THIS STATION IS READILY ACCESSIBLE ONLY FROM THE WATER.
 HU1416
 HU1416                          STATION RECOVERY (1943)
 HU1416
 HU1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1416'RECOVERED AS DESCRIBED, EXCEPT FOR THE FOLLOWING DISCREPANCIES--
 HU1416'
 HU1416'1.  REFERENCE MARK 1 IS 35.27 FEET OR 10.749 METERS SE OF THE
 HU1416'STATION.
 HU1416'
 HU1416'2.  REFERENCE MARK 2 IS 38.41 FEET OR 11.707 METERS W OF
 HU1416'THE STATION.
 HU1416'
 HU1416'3.  FROM REFERENCE MARK 1 TO REFERENCE MARK 2 IT IS 56.01
 HU1416'FEET OR 17.073 METERS.
 HU1416'
 HU1416'4.  THE LONE OAK DESCRIBED IS NOW DEAD AND IT IS
 HU1416'BROKEN OFF ABOUT 7 FEET FROM THE GROUND.
 HU1416
 HU1416                          STATION RECOVERY (1954)
 HU1416
 HU1416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 HU1416'STATION RECOVERED IN GOOD CONDITION.  ALL MENTION OF MARSH
 HU1416'SHOULD BE DELETED FROM DESCRIPTION AS SAME HAS BEEN FILLED
 HU1416'IN COMPLETELY WITH DREDGE MATERIAL.
 HU1416
 HU1416                          STATION RECOVERY (1961)
 HU1416
 HU1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 HU1416'STATION AND RMS WERE RECOVERED IN GOOD CONDITION.  THE
 HU1416'DISTANCES WERE CHECKED AND FOUND TO BE CORRECT.  THE STATION
 HU1416'MARK WAS STAMPED PINE 1934 AND THE RMS WERE STAMPED NO. 1
 HU1416'1934 AND NO. 2 1934 RESPECTIVELY.  THE PREVIOUS RECOVERY
 HU1416'NOTES ARE ADEQUATE WITH THE FOLLOWING ADDITIONS.
 HU1416'
 HU1416'(1) THE STATION IS 44.5 FEET NORTH OF A 12 INCH PINE TREE.
 HU1416'
 HU1416'(2) THE STATION IS 69.0 FEET NORTHEAST OF A 12 INCH PINE AND
 HU1416'54.0 FEET SOUTHWEST OF AN 8 INCH PINE.  THESE ARE THE ONLY
 HU1416'PINE TREES ON THE HUMMOCK.
 HU1416'
 HU1416'THE STATION CAN BEST BE REACHED BY BOAT.
 HU1416
 HU1416                          STATION RECOVERY (1962)
 HU1416
 HU1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1416'THIS STATION WAS NOT OCCUPIED ON THIS DATE.
 HU1416'
 HU1416'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 HU1416'AS DESCRIBED AND FOUND IN GOOD CONDITION.  THERE ARE NOW THREE
 HU1416'REASONABLE LARGE PINE TREES ON THE STATION POINT AND ONLY
 HU1416'ONES IN THE AREA THAT CAN BE USED FOR REFERENCE POINTS FOR
 HU1416'LOCATING THE STATION.  NEW NOTES AND MEASUREMENTS ARE AS FOLLOW--
 HU1416'
 HU1416'THE STATION MARK IS 70.3 FEET NORTHEAST OF A 10-INCH PINE
 HU1416'TREE, 54.3 FEET SOUTHWEST OF THE MOST EASTERLY ONE OF THREE
 HU1416'PINE TREES AND 44.5 FEET NORTH-NORTHWEST OF A 14-INCH PINE TREE.
 HU1416'
 HU1416'REFERENCE MARK NO. 1 IS 18.2 FEET NORTHEAST OF A 14-INCH
 HU1416'PINE TREE.
 HU1416'
 HU1416'REFERENCE MARK NO. 2 IS 21.0 FEET EAST OF AN 8-INCH PINE TREE.
 HU1416'
 HU1416'NOTE--THE STATION IS BEST REACHED BY BOAT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3814 ***********************************************************************
 JU3814  DESIGNATION -  PINESWAMP
 JU3814  PID         -  JU3814
 JU3814  STATE/COUNTY-  DE/NEW CASTLE
 JU3814  COUNTRY     -  US
 JU3814  USGS QUAD   -  NEWARK EAST (2016)
 JU3814
 JU3814                         *CURRENT SURVEY CONTROL
 JU3814  ______________________________________________________________________
 JU3814* NAD 83(1991) POSITION- 39 40 31.12587(N) 075 40 48.88565(W)   ADJUSTED
 JU3814* NAVD 88 ORTHO HEIGHT -    27.    (meters)       89.    (feet) SCALED
 JU3814  ______________________________________________________________________
 JU3814  GEOID HEIGHT    -        -32.992 (meters)                     GEOID18
 JU3814  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 JU3814  HORZ ORDER      -  SECOND
 JU3814
 JU3814.The horizontal coordinates were established by classical geodetic methods
 JU3814.and adjusted by the National Geodetic Survey in January 1992.
 JU3814
 JU3814.The orthometric height was scaled from a topographic map.
 JU3814
 JU3814.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3814.GEOID18 height accuracy estimate available here.
 JU3814
 JU3814.Click photographs - Photos may exist for this station.
 JU3814
 JU3814.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3814
 JU3814. The following values were computed from the NAD 83(1991) position.
 JU3814
 JU3814;                    North         East     Units Scale Factor Converg.
 JU3814;SPC DE       -   186,012.772   177,385.799   MT  1.00000129   -0 10 05.8
 JU3814;SPC DE       -   610,276.90    581,973.24   sFT  1.00000129   -0 10 05.8
 JU3814;UTM  18      - 4,391,942.230   441,660.068   MT  0.99964190   -0 26 03.5
 JU3814
 JU3814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3814!SPC DE       -   1.00000099  x   1.00000129  =   1.00000228
 JU3814!UTM  18      -   1.00000099  x   0.99964190  =   0.99964289
 JU3814
 JU3814:                Primary Azimuth Mark                     Grid Az
 JU3814:SPC DE       -  NEWARK MUNICIPAL TANK                    295 16 52.3
 JU3814:UTM  18      -  NEWARK MUNICIPAL TANK                    295 32 50.0
 JU3814
 JU3814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4166091942(NAD 83)
 JU3814
 JU3814|---------------------------------------------------------------------|
 JU3814| PID    Reference Object                     Distance      Geod. Az  |
 JU3814|                                                           dddmmss.s |
 JU3814| JU1682 PINESWAMP RM 2                       37.109 METERS 07526     |
 JU3814| CB2858 PINESWAMP RM 3                       40.680 METERS 25511     |
 JU3814| JU1680 PINESWAMP AZ MK                                    2921145.4 |
 JU3814| JU3815 NEWARK MUNICIPAL TANK               APPROX. 4.2 KM 2950646.5 |
 JU3814| JU1681 PINESWAMP RM 1                       28.429 METERS 33939     |
 JU3814|---------------------------------------------------------------------|
 JU3814
 JU3814                          SUPERSEDED SURVEY CONTROL
 JU3814
 JU3814  NAD 83(1986)-  39 40 31.12025(N)    075 40 48.89236(W) AD(       ) 2
 JU3814  NAD 27      -  39 40 30.72700(N)    075 40 50.14430(W) AD(       ) 2
 JU3814
 JU3814.Superseded values are not recommended for survey control.
 JU3814
 JU3814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3814.See file dsdata.pdf to determine how the superseded data were derived.
 JU3814
 JU3814_MARKER: DS = TRIANGULATION STATION DISK
 JU3814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3814_STAMPING: PINESWAMP 1958
 JU3814_MARK LOGO: CGS
 JU3814_PROJECTION: RECESSED 46 CENTIMETERS
 JU3814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3814+STABILITY: SURFACE MOTION
 JU3814
 JU3814  HISTORY     - Date     Condition        Report By
 JU3814  HISTORY     - 1958     MONUMENTED       CGS
 JU3814  HISTORY     - 1962     GOOD             CGS
 JU3814  HISTORY     - 1971     GOOD             LOCENG
 JU3814  HISTORY     - 1976     GOOD             LOCENG
 JU3814
 JU3814                          STATION DESCRIPTION
 JU3814
 JU3814'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JU3814'STATION IS LOCATED ALONG THE SOUTH SIDE OF STATE HIGHWAY
 JU3814'NO. 273 ABOUT 4.0 MILES EAST-SOUTHEAST NEWARK, AND ABOUT
 JU3814'1-1/2 MILES NORTHWEST OF CHRISTIANA.  STATION IS 24 FEET
 JU3814'SOUTH-SOUTHWEST OF APPROXIMATE CENTERLINE OF STATE HIGHWAY
 JU3814'NO. 272 AND 2 FEET NORTH-NORTHEAST OF A WITNESS POST.  THE
 JU3814'MARK IS A STANDARD STATION DISK SET IN A 15 INCH CONCRETE
 JU3814'CYLINDER, ABOUT 18 INCHES BELOW THE SURFACE OF GROUND AND
 JU3814'THE DISK IS STAMPED PINE SWAMP 1958.
 JU3814'
 JU3814'REFERENCE MARK NO. 1 IS 46 FEET NORTH-NORTHEAST OF
 JU3814'APPROXIMATE CENTERLINE OF STATE HIGHWAY NO. 273, 34 FEET
 JU3814'SOUTHEAST OF POWERLINE POLE NO. 36, 47-1/2 FEET SOUTHWEST
 JU3814'OF AN IRON MANHOLE COVER AND 73-1/2 FEET WEST-SOUTHWEST OF
 JU3814'APPROXIMATE CENTERLINE OF GRAVEL ROAD.  THE MARK IS A
 JU3814'STANDARD REFERENCE MARK DISK SET IN A 12X12 INCH CONCRETE
 JU3814'MONUMENT, FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 JU3814'PINESWAMP NO 1 1958.
 JU3814'
 JU3814'REFERENCE MARK NO. 2 IS 34-1/2 FEET SOUTHEAST OF NORTH EDGE
 JU3814'OF SIGN BOARD, 34-1/2 FEET SOUTH-SOUTHWEST OF NORTHWEST
 JU3814'CORNER OF HOUSE, 48 FEET WEST-NORTHWEST OF POWERLINE POLE
 JU3814'NO. 27 AND 47 FEET NORTH-NORTHEAST OF APPROXIMATE CENTERLINE
 JU3814'OF STATE HIGHWAY NO. 273.  THE MARK IS A STANDARD REFERENCE
 JU3814'MARK DISK SET IN A 12X12 INCH CONCRETE MONUMENT, FLUSH WITH
 JU3814'THE SURFACE OF GROUND AND THE DISK IS STAMPED PINESWAMP NO 2
 JU3814'1958.
 JU3814'
 JU3814'AZIMUTH MARK IS 42-1/2 FEET NORTH-NORTHEAST OF APPROXIMATE
 JU3814'CENTERLINE OF STATE HIGHWAY NO. 273, 33 FEET NORTH-NORTHEAST
 JU3814'OF AN IRON MANHOLE COVER, 12-1/2 FEET NORTH-NORTHEAST OF
 JU3814'HIGHWAY RIGHT-OF-WAY MARKER, 9-1/2 FEET WEST-NORTHWEST OF
 JU3814'POWERLINE POLE AND 2-1/2 FEET EAST-SOUTHEAST OF WITNESS
 JU3814'POST.  THE MARK IS A STANDARD AZIMUTH MARK DISK SET IN A
 JU3814'12X12 INCH CONCRETE MONUMENT, PROJECTS 2 INCHES AND THE DISK
 JU3814'IS STAMPED PINESWAMP 1958.
 JU3814'
 JU3814'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 40 AND STATE
 JU3814'HIGHWAY NO. 896 IN GLASGOW, GO NORTHERLY ON STATE HIGHWAY
 JU3814'NO. 896 FOR 2.0 MILES TO CAUTION LIGHT AT CROSSROADS.  TURN
 JU3814'RIGHT AND GO EASTERLY FOR 2.5 MILES TO SIDE ROAD LEFT.  TURN
 JU3814'LEFT AT NURSERY AND GO NORTHERLY FOR 2.0 MILES TO CROSSROADS
 JU3814'AT OGLETOWN.  TURN RIGHT AND GO EASTERLY FOR 0.2 MILE TO
 JU3814'FORKS.  TAKE RIGHT FORK AND GO SOUTHEASTERLY ON STATE HIGHWAY
 JU3814'NO. 273 FOR 0.35 MILE TO AZIMUTH MARK ON LEFT AS
 JU3814'DESCRIBED.  CONTINUE SOUTHEASTERLY ON STATE HIGHWAY NO. 273
 JU3814'FOR 0.45 MILE TO HILLSIDE HEIGHTS SIGN AND STATION ON RIGHT
 JU3814'(SOUTHWEST) SIDE OF HIGHWAY AS DESCRIBED.
 JU3814'
 JU3814'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JU3814
 JU3814                          STATION RECOVERY (1962)
 JU3814
 JU3814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JS)
 JU3814'REFERENCE MARK NO. 3 IS 155.225 FEET SOUTH OF AND ACROSS
 JU3814'HIGHWAY 273 FROM REFERENCE MARK NO. 1.  16.3 FEET SOUTH OF
 JU3814'NORTHEAST CORNER OF TYDOL GASOLINE STATION BUILDING, 9.1 FEET
 JU3814'NORTH OF SOUTHEAST CORNER OF SAME BUILDING, 1.45 FEET FROM
 JU3814'EAST WALL OF BUILDING.  THE MARK IS A STANDARD REFERENCE MARK
 JU3814'DISK SET IN A DRILL HOLE OF THE PAVEMENT ALONG THE EAST WALL
 JU3814'OF THE TYDOL GASOLINE STATION.  THE DISH IS STAMPED PINESWAMP
 JU3814'NO. 3 1958 - 1962.
 JU3814'
 JU3814'AZIMUTH MARK IS 45 FEET NORTHEAST OF HIGHWAY 273, 10 FEET
 JU3814'NORTHWEST OF POWER LINE POLE 8, 33 FEET NORTHEAST OF A 2-FOOT
 JU3814'BELL SYSTEM MANHOLE COVER, 2.2 FEET NORTH OF NORTH CURB OF
 JU3814'WEST-BOUND LANE OF HIGHWAY 273.  THE MARK IS A STANDARD
 JU3814'AZIMUTH MARK DISK SET IN A 12 X 12 INCH CONCRETE MONUMENT,
 JU3814'PROJECTS 1.6 FEET AND IS STAMPED PINESWAMP 1958.
 JU3814'
 JU3814'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 40
 JU3814'AND STATE HIGHWAY NO. 896 IN GLASGOW GO NORTHERLY ON HIGHWAY
 JU3814'896. FOR 2.0 MILE TO CAUTION LIGHT ON CROSSROADS.  TURN RIGHT
 JU3814'AND GO EASTERLY FOR 5.3 MILES TO RED LIGHT AND STATE HIGHWAY
 JU3814'273 IN THE CENTER OF THE VILLAGE OF CHRISTIANA.  TURN LEFT
 JU3814'AND GO NORTHWEST 1.35 MILES ALONG STATE HIGHWAY 273 TO TYDOL
 JU3814'GAS STATION ON LEFT AND ATLANTIC GASOLINE STATION ON RIGHT.
 JU3814'STATION IS ON LEFT (SW) SIDE OF HIGHWAY AS DESCRIBED.
 JU3814'
 JU3814'STATION, REFERENCE MARKS NO. 1 AND NO. 2, AND THE AZIMUTH
 JU3814'MARK WERE RECOVERED IN GOOD CONDITION.  IN THE NEAR FUTURE
 JU3814'R. M. NO. 2 MAY BE DESTROYED AND THE STATION MARK WILL BE IN
 JU3814'THE CENTERLINE OF A THREE-LANE HIGHWAY NOW UNDER
 JU3814'CONSTRUCTION.  A NEW DESCRIPTION FOLLOWS.
 JU3814'
 JU3814'STATION IS LOCATED ALONG THE SOUTH EDGE OF STATE HIGHWAY
 JU3814'NO. 273 ABOUT 4 MILES EAST-SOUTHEAST OF NEWARK, AND ABOUT 1.4
 JU3814'MILE NORTHWEST OF CHRISTIANA.  STATION IS 31.5 FEET
 JU3814'SOUTH-SOUTHWEST OF CENTER LINE OF STATE HIGHWAY NO. 272.  THE
 JU3814'MARK IS A STANDARD STATION DISK SET IN CONCRETE.  THE DISK IS
 JU3814'STAMPED PINESWAMP 1958, AND IS ABOUT 30 INCHES BELOW THE
 JU3814'SURFACE OF THE ROAD IN A WELL COVERED BY A 15 INCH SQUARE IRON
 JU3814'COVER.
 JU3814'
 JU3814'REFERENCE MARK NO. 1 IS 40 FEET NORTH-NORTHEAST OF EAST END
 JU3814'OF CONCRETE CENTER LINE STRIP OF STATE HIGHWAY NO. 273, 33.9
 JU3814'FEET EAST-SOUTHEAST OF POWER LINE POLE 26, 160.72 FEET
 JU3814'WEST-NORTHWEST OF R. M. NO. 2, 81 FEET WEST-SOUTHWEST OF
 JU3814'CENTERLINE OF 4 LAND, PAVED STREET LEADING NORTHEAST, 32.5
 JU3814'FEET WEST OF CENTER OF AN IRON MANHOLE COVER, 63.1 FEET
 JU3814'SOUTH-SOUTHEAST OF FRONT DOOR OF AN ATLANTIC GASOLINE SERVICE
 JU3814'STATION AND SET IN TOP OF A CONCRETE POST IN THE DRIVEWAY TO
 JU3814'THIS STATION AND FLUSH WITH THE ASPHALT.  THE MARK IS A
 JU3814'STANDARD REFERENCE MARK DISK SET IN A 12 X 12 INCH CONCRETE
 JU3814'MONUMENT, AND STAMPED PINESWAMP NO. 1 1958.
 JU3814'
 JU3814'REFERENCE MARK NO. 2 IS 43 FEET NORTH-NORTHEAST OF THE CENTER
 JU3814'LINE OF HIGHWAY 273, 4.8 FEET EAST OF POWER POLE 27, 34.3 FEET
 JU3814'SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE NO. 810.  THE MARK
 JU3814'IS A STANDARD REFERENCE MARK DISK SET IN TOP OF A 12 X 12
 JU3814'INCH CONCRETE MONUMENT, PROJECTS 2 INCHES AND IS STAMPED
 JU3814'PINESWAMP NO. 2 1958.
 JU3814
 JU3814                          STATION RECOVERY (1971)
 JU3814
 JU3814'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 JU3814'RECOVERED BY D CATHER CO.
 JU3814'
 JU3814'STATION FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 JU3814'LEANING OVER FROM ITS ORIGINAL POSITION DUE TO EXCAVATION
 JU3814'OF SOIL AROUND THE MARK.
 JU3814
 JU3814                          STATION RECOVERY (1976)
 JU3814
 JU3814'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (MJE)
 JU3814'RECOVERED BY BJ CAMPAGNA INC.
 JU3814'
 JU3814'PINESWAMP AZIMUTH STATION DESTROYED
 JU3814'
 JU3814'CONCRETE POST WAS FOUND BROKEN IN 2 PIECES.  THE DISC HAD BEEN
 JU3814'REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1680 ***********************************************************************
 JU1680  DESIGNATION -  PINESWAMP AZ MK
 JU1680  PID         -  JU1680
 JU1680  STATE/COUNTY-  DE/NEW CASTLE
 JU1680  COUNTRY     -  US
 JU1680  USGS QUAD   -  NEWARK EAST (2016)
 JU1680
 JU1680                         *CURRENT SURVEY CONTROL
 JU1680  ______________________________________________________________________
 JU1680* NAD 83(1986) POSITION- 39 40 40.     (N) 075 41 21.     (W)   SCALED
 JU1680* NAVD 88 ORTHO HEIGHT -    25.258 (meters)       82.87  (feet) ADJUSTED
 JU1680  ______________________________________________________________________
 JU1680  GEOID HEIGHT    -        -32.988 (meters)                     GEOID18
 JU1680  DYNAMIC HEIGHT  -         25.246 (meters)       82.83  (feet) COMP
 JU1680  MODELED GRAVITY -    980,162.3   (mgal)                       NAVD 88
 JU1680
 JU1680  VERT ORDER      -  SECOND    CLASS 0
 JU1680
 JU1680.The horizontal coordinates were scaled from a map and have
 JU1680.an estimated accuracy of +/- 6 seconds.
 JU1680
 JU1680.The orthometric height was determined by differential leveling and
 JU1680.adjusted by the NATIONAL GEODETIC SURVEY
 JU1680.in June 1991.
 JU1680
 JU1680.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1680.GEOID18 height accuracy estimate available here.
 JU1680
 JU1680.Click photographs - Photos may exist for this station.
 JU1680
 JU1680.The dynamic height is computed by dividing the NAVD 88
 JU1680.geopotential number by the normal gravity value computed on the
 JU1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1680.degrees latitude (g = 980.6199 gals.).
 JU1680
 JU1680.The modeled gravity was interpolated from observed gravity values.
 JU1680
 JU1680;                    North         East    Units  Estimated Accuracy
 JU1680;SPC DE       -   186,290.      176,620.      MT  (+/- 180 meters Scaled)
 JU1680
 JU1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ408922(NAD 83)
 JU1680
 JU1680                          SUPERSEDED SURVEY CONTROL
 JU1680
 JU1680  NGVD 29 (11/26/84)   25.601  (m)           83.99   (f) ADJUSTED    2 0
 JU1680
 JU1680.Superseded values are not recommended for survey control.
 JU1680
 JU1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1680.See file dsdata.pdf to determine how the superseded data were derived.
 JU1680
 JU1680_MARKER: DZ = AZIMUTH MARK DISK
 JU1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1680_STAMPING: PINESWAMP 1958
 JU1680_MARK LOGO: CGS
 JU1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1680+STABILITY: SURFACE MOTION
 JU1680
 JU1680  HISTORY     - Date     Condition        Report By
 JU1680  HISTORY     - 1958     MONUMENTED       CGS
 JU1680  HISTORY     - 1959     GOOD             CGS
 JU1680  HISTORY     - 1962     GOOD             CGS
 JU1680  HISTORY     - 19910201 MARK NOT FOUND   USGS
 JU1680  HISTORY     - 19910805 MARK NOT FOUND   USPSQD
 JU1680
 JU1680                          STATION DESCRIPTION
 JU1680
 JU1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1680'1.8 MI NW FROM CHRISTIANA.
 JU1680'1.85 MILES NORTHWEST ALONG STATE HIGHWAY 273 FROM THE JUNCTION
 JU1680'OF STATE HIGHWAY 7 AT CHRISTIANA, 0.35 MILE SOUTHEAST OF THE
 JU1680'Y JUNCTION OF OGLETOWN-STANTON ROAD AT OGLETOWN, 45 FEET NORTHEAST
 JU1680'OF THE CENTER LINE OF THE HIGHWAY, 10 FEET NORTHWEST OF POWER
 JU1680'LINE POLE 8, 33 FEET NORTHEAST OF A 2-FOOT BELL SYSTEM MANHOLE
 JU1680'COVER, 12 1/2 FEET NORTHEAST OF A PROPERTY LINE MARKER, 2 FEET
 JU1680'SOUTHEAST OF A STEEL WITNESS POST, AND SET IN TOP OF A CONCRETE
 JU1680'POST.  NOTE-- STEEL WITNESS POST IS GONE AND CONCRETE POST PROJECTS
 JU1680'1.6 FEET.
 JU1680
 JU1680                          STATION RECOVERY (1962)
 JU1680
 JU1680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 JU1680'RECOVERED IN GOOD CONDITION.
 JU1680
 JU1680                          STATION RECOVERY (1991)
 JU1680
 JU1680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1680'MARK NOT FOUND.
 JU1680
 JU1680                          STATION RECOVERY (1991)
 JU1680
 JU1680'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHK)
 JU1680'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1681 ***********************************************************************
 JU1681  DESIGNATION -  PINESWAMP RM 1
 JU1681  PID         -  JU1681
 JU1681  STATE/COUNTY-  DE/NEW CASTLE
 JU1681  COUNTRY     -  US
 JU1681  USGS QUAD   -  NEWARK EAST (2016)
 JU1681
 JU1681                         *CURRENT SURVEY CONTROL
 JU1681  ______________________________________________________________________
 JU1681* NAD 83(1986) POSITION- 39 40 31.99   (N) 075 40 49.30   (W)   HD_HELD1
 JU1681* NAVD 88 ORTHO HEIGHT -    27.141 (meters)       89.05  (feet) ADJUSTED
 JU1681  ______________________________________________________________________
 JU1681  GEOID HEIGHT    -        -32.991 (meters)                     GEOID18
 JU1681  DYNAMIC HEIGHT  -         27.129 (meters)       89.01  (feet) COMP
 JU1681  MODELED GRAVITY -    980,162.8   (mgal)                       NAVD 88
 JU1681
 JU1681  VERT ORDER      -  SECOND    CLASS 0
 JU1681
 JU1681.The horizontal coordinates were determined by differentially corrected
 JU1681.hand held GPS observations or other comparable positioning techniques
 JU1681.and have an estimated accuracy of +/- 3 meters.
 JU1681
 JU1681.The orthometric height was determined by differential leveling and
 JU1681.adjusted by the NATIONAL GEODETIC SURVEY
 JU1681.in June 1991.
 JU1681
 JU1681.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1681.GEOID18 height accuracy estimate available here.
 JU1681
 JU1681.Click photographs - Photos may exist for this station.
 JU1681
 JU1681.The dynamic height is computed by dividing the NAVD 88
 JU1681.geopotential number by the normal gravity value computed on the
 JU1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1681.degrees latitude (g = 980.6199 gals.).
 JU1681
 JU1681.The modeled gravity was interpolated from observed gravity values.
 JU1681
 JU1681;                    North         East    Units  Estimated Accuracy
 JU1681;SPC DE       -   186,039.5     177,376.0     MT  (+/- 3 meters HH1 GPS) 
 JU1681
 JU1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4165091968(NAD 83)
 JU1681
 JU1681                          SUPERSEDED SURVEY CONTROL
 JU1681
 JU1681  NGVD 29 (11/26/84)   27.485  (m)           90.17   (f) ADJUSTED    2 0
 JU1681
 JU1681.Superseded values are not recommended for survey control.
 JU1681
 JU1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1681.See file dsdata.pdf to determine how the superseded data were derived.
 JU1681
 JU1681_MARKER: DR = REFERENCE MARK DISK
 JU1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1681_STAMPING: PINESWAMP NO 1 1958
 JU1681_MARK LOGO: CGS
 JU1681_PROJECTION: FLUSH
 JU1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1681+STABILITY: SURFACE MOTION
 JU1681
 JU1681  HISTORY     - Date     Condition        Report By
 JU1681  HISTORY     - 1958     MONUMENTED       CGS
 JU1681  HISTORY     - 1962     GOOD             CGS
 JU1681  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1681  HISTORY     - 19910805 MARK NOT FOUND   USPSQD
 JU1681
 JU1681                          STATION DESCRIPTION
 JU1681
 JU1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JU1681'1.4 MI NW FROM CHRISTIANA.
 JU1681'ORIGINAL DESCRIPTION INADEQUATE, A NEW DESCRIPTION FOLLOWS-- 1.35
 JU1681'MILE NORTHWEST ALONG STATE HIGHWAY 273 FROM JUNCTION OF STATE
 JU1681'HIGHWAY 7 IN CHRISTIANA, 40 FEET NORTH-NORTHWEST OF EAST END OF
 JU1681'CONCRETE CENTER STRIP OF HIGHWAY 273, 33.9 FEET EAST-SOUTHEAST OF
 JU1681'POWER LINE POLE 26, 160.72 FEET WEST-NORTHWEST OF RM 2, 81 FEET
 JU1681'WEST-SOUTHWEST OF CENTER LINE OF 4 LANE, PAVED STREET LEADING
 JU1681'NORTHEAST, 32.5 FEET WEST OF CENTER OF AN IRON MANHOLE COVER,
 JU1681'63.1 FEET SOUTH-SOUTHEAST OF FRONT DOOR OF ATLANTIC SERVICE
 JU1681'STATION, IN DRIVEWAY TO THIS GASOLINE STATION, AND SET IN TOP OF
 JU1681'A CONCRETE POST FLUSH WITH THE ASPHALT DRIVE.
 JU1681
 JU1681                          STATION RECOVERY (1981)
 JU1681
 JU1681'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1681'MARK NOT FOUND.
 JU1681
 JU1681                          STATION RECOVERY (1991)
 JU1681
 JU1681'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHK)
 JU1681'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1682 ***********************************************************************
 JU1682  DESIGNATION -  PINESWAMP RM 2
 JU1682  PID         -  JU1682
 JU1682  STATE/COUNTY-  DE/NEW CASTLE
 JU1682  COUNTRY     -  US
 JU1682  USGS QUAD   -  NEWARK EAST (2016)
 JU1682
 JU1682                         *CURRENT SURVEY CONTROL
 JU1682  ______________________________________________________________________
 JU1682* NAD 83(1986) POSITION- 39 40 31.43   (N) 075 40 47.38   (W)   HD_HELD1
 JU1682* NAVD 88 ORTHO HEIGHT -    27.163 (meters)       89.12  (feet) ADJUSTED
 JU1682  ______________________________________________________________________
 JU1682  GEOID HEIGHT    -        -32.992 (meters)                     GEOID18
 JU1682  DYNAMIC HEIGHT  -         27.151 (meters)       89.08  (feet) COMP
 JU1682  MODELED GRAVITY -    980,162.8   (mgal)                       NAVD 88
 JU1682
 JU1682  VERT ORDER      -  SECOND    CLASS 0
 JU1682
 JU1682.The horizontal coordinates were determined by differentially corrected
 JU1682.hand held GPS observations or other comparable positioning techniques
 JU1682.and have an estimated accuracy of +/- 3 meters.
 JU1682
 JU1682.The orthometric height was determined by differential leveling and
 JU1682.adjusted by the NATIONAL GEODETIC SURVEY
 JU1682.in June 1991.
 JU1682
 JU1682.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1682.GEOID18 height accuracy estimate available here.
 JU1682
 JU1682.Click photographs - Photos may exist for this station.
 JU1682
 JU1682.The dynamic height is computed by dividing the NAVD 88
 JU1682.geopotential number by the normal gravity value computed on the
 JU1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1682.degrees latitude (g = 980.6199 gals.).
 JU1682
 JU1682.The modeled gravity was interpolated from observed gravity values.
 JU1682
 JU1682;                    North         East    Units  Estimated Accuracy
 JU1682;SPC DE       -   186,022.0     177,421.7     MT  (+/- 3 meters HH1 GPS) 
 JU1682
 JU1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4169691951(NAD 83)
 JU1682
 JU1682                          SUPERSEDED SURVEY CONTROL
 JU1682
 JU1682  NGVD 29 (11/26/84)   27.507  (m)           90.25   (f) ADJUSTED    2 0
 JU1682
 JU1682.Superseded values are not recommended for survey control.
 JU1682
 JU1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1682.See file dsdata.pdf to determine how the superseded data were derived.
 JU1682
 JU1682_MARKER: DR = REFERENCE MARK DISK
 JU1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1682_STAMPING: PINESWAMP NO 2 1958
 JU1682_MARK LOGO: CGS
 JU1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1682+STABILITY: SURFACE MOTION
 JU1682
 JU1682  HISTORY     - Date     Condition        Report By
 JU1682  HISTORY     - 1958     MONUMENTED       CGS
 JU1682  HISTORY     - 1959     GOOD             CGS
 JU1682  HISTORY     - 1962     GOOD             CGS
 JU1682  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1682  HISTORY     - 19910805 MARK NOT FOUND   USPSQD
 JU1682
 JU1682                          STATION DESCRIPTION
 JU1682
 JU1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1682'1.4 MI NW FROM CHRISTIANA.
 JU1682'1.35 MILES NORTHWEST ALONG STATE HIGHWAY 273 FROM THE JUNCTION
 JU1682'OF STATE HIGHWAY 7 AT CHRISTIANA, 47 FEET NORTH-NORTHEAST OF THE
 JU1682'CENTER LINE OF THE HIGHWAY, 95 1/2 FEET SOUTHEAST OF THE CENTER
 JU1682'OF CONCRETE TRAFFIC ISLAND IN CENTER OF SOUTH HARMONY ROAD LEADING
 JU1682'NORTHEAST, 160 1/2 FEET EAST-SOUTHEAST OF AND ACROSS SOUTH HARMONY
 JU1682'ROAD FROM R M 1, 4 1/2 FEET EAST OF POWER LINE POLE 27, 34.3
 JU1682'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A GREEN ASBESTOS SIDING
 JU1682'HOUSE, 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN TOP OF
 JU1682'A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE DISTANCE FROM THE
 JU1682'CENTERLINE OF STATE HIGHWAY 273 IS 43 FEET.
 JU1682
 JU1682                          STATION RECOVERY (1962)
 JU1682
 JU1682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 JU1682'RECOVERED IN GOOD CONDITION.
 JU1682
 JU1682                          STATION RECOVERY (1981)
 JU1682
 JU1682'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1682'MARK NOT FOUND.
 JU1682
 JU1682                          STATION RECOVERY (1991)
 JU1682
 JU1682'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHK)
 JU1682'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1353 ***********************************************************************
 HU1353  DESIGNATION -  PLUMB POINT
 HU1353  PID         -  HU1353
 HU1353  STATE/COUNTY-  DE/SUSSEX
 HU1353  COUNTRY     -  US
 HU1353  USGS QUAD   -  LEWES (2016)
 HU1353
 HU1353                         *CURRENT SURVEY CONTROL
 HU1353  ______________________________________________________________________
 HU1353* NAD 83(1991) POSITION- 38 50 14.66124(N) 075 13 17.80348(W)   ADJUSTED
 HU1353* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 HU1353  ______________________________________________________________________
 HU1353  GEOID HEIGHT    -        -35.536 (meters)                     GEOID18
 HU1353  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 HU1353  HORZ ORDER      -  THIRD
 HU1353
 HU1353.The horizontal coordinates were established by classical geodetic methods
 HU1353.and adjusted by the National Geodetic Survey in January 1992.
 HU1353
 HU1353.The orthometric height was scaled from a topographic map.
 HU1353
 HU1353.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1353.GEOID18 height accuracy estimate available here.
 HU1353
 HU1353.Click photographs - Photos may exist for this station.
 HU1353
 HU1353.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1353
 HU1353. The following values were computed from the NAD 83(1991) position.
 HU1353
 HU1353;                    North         East     Units Scale Factor Converg.
 HU1353;SPC DE       -    92,973.369   216,935.403   MT  0.99999853   +0 07 20.4
 HU1353;SPC DE       -   305,030.13    711,728.90   sFT  0.99999853   +0 07 20.4
 HU1353;SPC NJ       -       699.468    87,352.434   MT  0.99994831   -0 27 09.2
 HU1353;SPC NJ       -     2,294.84    286,588.78   sFT  0.99994831   -0 27 09.2
 HU1353;UTM  18      - 4,298,756.920   480,766.369   MT  0.99960456   -0 08 20.3
 HU1353
 HU1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1353!SPC DE       -   1.00000561  x   0.99999853  =   1.00000414
 HU1353!SPC NJ       -   1.00000561  x   0.99994831  =   0.99995392
 HU1353!UTM  18      -   1.00000561  x   0.99960456  =   0.99961017
 HU1353
 HU1353:                Primary Azimuth Mark                     Grid Az
 HU1353:SPC DE       -  MUDDY CREEK                              333 56 07.9
 HU1353:SPC NJ       -  MUDDY CREEK                              334 30 37.5
 HU1353:UTM  18      -  MUDDY CREEK                              334 11 48.6
 HU1353
 HU1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8076698756(NAD 83)
 HU1353
 HU1353|---------------------------------------------------------------------|
 HU1353| PID    Reference Object                     Distance      Geod. Az  |
 HU1353|                                                           dddmmss.s |
 HU1353| HU1431 MUDDY CREEK                         APPROX.18.1 KM 3340328.3 |
 HU1353|---------------------------------------------------------------------|
 HU1353
 HU1353                          SUPERSEDED SURVEY CONTROL
 HU1353
 HU1353  NAD 83(1986)-  38 50 14.65030(N)    075 13 17.81035(W) AD(       ) 3
 HU1353  NAD 27      -  38 50 14.12800(N)    075 13 19.24900(W) AD(       ) 3
 HU1353  USBS        -  38 50 11.33000(N)    075 12 59.40000(W) AD(       ) 3
 HU1353  USSD        -  38 50 14.66600(N)    075 13 18.99700(W) AD(       ) 3
 HU1353
 HU1353.Superseded values are not recommended for survey control.
 HU1353
 HU1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1353.See file dsdata.pdf to determine how the superseded data were derived.
 HU1353
 HU1353_MARKER: Z = SEE DESCRIPTION
 HU1353
 HU1353  HISTORY     - Date     Condition        Report By
 HU1353  HISTORY     - 1840     MONUMENTED       COASUR
 HU1353  HISTORY     - 1961     MARK NOT FOUND   CGS
 HU1353
 HU1353                          STATION DESCRIPTION
 HU1353
 HU1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CWM)
 HU1353'THE STATION WAS SEARCHED FOR AND NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN9200 ***********************************************************************
 DN9200  DESIGNATION -  PMH 1
 DN9200  PID         -  DN9200
 DN9200  STATE/COUNTY-  DE/SUSSEX
 DN9200  COUNTRY     -  US
 DN9200  USGS QUAD   -  MILTON (2016)
 DN9200
 DN9200                         *CURRENT SURVEY CONTROL
 DN9200  ______________________________________________________________________
 DN9200* NAD 83(1986) POSITION- 38 49 43.96   (N) 075 15 10.59   (W)   HD_HELD1
 DN9200* NAVD 88 ORTHO HEIGHT -     2.227 (meters)        7.31  (feet) ADJUSTED
 DN9200  ______________________________________________________________________
 DN9200  GEOID HEIGHT    -        -35.539 (meters)                     GEOID18
 DN9200  DYNAMIC HEIGHT  -          2.226 (meters)        7.30  (feet) COMP
 DN9200  MODELED GRAVITY -    980,039.8   (mgal)                       NAVD 88
 DN9200
 DN9200  VERT ORDER      -  FIRST     CLASS II
 DN9200
 DN9200.The horizontal coordinates were determined by differentially corrected
 DN9200.hand held GPS observations or other comparable positioning techniques
 DN9200.and have an estimated accuracy of +/- 3 meters.
 DN9200
 DN9200.The orthometric height was determined by differential leveling and
 DN9200.adjusted by the NATIONAL GEODETIC SURVEY
 DN9200.in January 2013.
 DN9200
 DN9200.No vertical observational check was made to the station.
 DN9200
 DN9200.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9200.GEOID18 height accuracy estimate available here.
 DN9200
 DN9200.Click photographs - Photos may exist for this station.
 DN9200
 DN9200.The dynamic height is computed by dividing the NAVD 88
 DN9200.geopotential number by the normal gravity value computed on the
 DN9200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9200.degrees latitude (g = 980.6199 gals.).
 DN9200
 DN9200.The modeled gravity was interpolated from observed gravity values.
 DN9200
 DN9200;                    North         East    Units  Estimated Accuracy
 DN9200;SPC DE       -    92,021.3     214,216.9     MT  (+/- 3 meters HH1 GPS) 
 DN9200
 DN9200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7804497817(NAD 83)
 DN9200
 DN9200                          SUPERSEDED SURVEY CONTROL
 DN9200
 DN9200.No superseded survey control is available for this station.
 DN9200
 DN9200_MARKER: DD = SURVEY DISK
 DN9200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN9200_STAMPING: PMH 1 2007
 DN9200_MARK LOGO: USFWS
 DN9200_PROJECTION: RECESSED 5 CENTIMETERS
 DN9200_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DN9200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN9200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9200+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2012
 DN9200
 DN9200  HISTORY     - Date     Condition        Report By
 DN9200  HISTORY     - 20070601 MONUMENTED       USFWS
 DN9200  HISTORY     - 20120401 GOOD             USFWS
 DN9200
 DN9200                          STATION DESCRIPTION
 DN9200
 DN9200'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2012 (MJH)
 DN9200'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHEAST OF
 DN9200'HARBESON, 7.2 MI (11.6 KM) WEST-NORTHWEST OF LEWES AND 4.7 MI (7.6 KM)
 DN9200'NORTHEAST OF MILTON.  OWNERSHIP--U.S. GOVERNMENT.  CONTACT THE REFUGE
 DN9200'MANAGER AT 302-684-8419 TO OBTAIN PERMISSION TO ACCESS THE STATION.
 DN9200'
 DN9200'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 1 AND DELAWARE ROUTE
 DN9200'16, HEAD NORTHEAST ON DELAWARE ROUTE 16, BROADKILL ROAD FOR 1.2 MI
 DN9200'(1.9 KM) TO TURKLE POND ROAD.  TURN LEFT ONTO TURKLE POND ROAD.
 DN9200'CONTINUE 1.3 MI (2.1 KM) TO THE STATION ON THE RIGHT.
 DN9200'
 DN9200'IT IS 106.6 M (349.7 FT) WEST-SOUTHWEST OF A UTILITY POLE NUMBERED
 DN9200'47849, 103.8 M (340.6 FT) EAST-NORTHEAST OF THE CENTERLINE OF A GRAVEL
 DN9200'ENTRANCE, 12.15 M (39.9 FT) NORTHEAST OF A UTILITY POLE NUMBERED
 DN9200'47848, 1.17 M (3.8 FT) SOUTHEAST OF THE SOUTHERLY EDGE OF PAVEMENT OF
 DN9200'TURKLE POND ROAD AND SET IN THE TOP OF A 20-CM (8 INCH) ROUND CONCRETE
 DN9200'POST AND ABOUT 0.05 M (0.2 FT) LOWER THAN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN9206 ***********************************************************************
 DN9206  DESIGNATION -  PMH 10
 DN9206  PID         -  DN9206
 DN9206  STATE/COUNTY-  DE/SUSSEX
 DN9206  COUNTRY     -  US
 DN9206  USGS QUAD   -  MILTON (2016)
 DN9206
 DN9206                         *CURRENT SURVEY CONTROL
 DN9206  ______________________________________________________________________
 DN9206* NAD 83(1986) POSITION- 38 49 59.81   (N) 075 18 14.16   (W)   HD_HELD1
 DN9206* NAVD 88 ORTHO HEIGHT -     1.514 (meters)        4.97  (feet) ADJUSTED
 DN9206  ______________________________________________________________________
 DN9206  GEOID HEIGHT    -        -35.509 (meters)                     GEOID18
 DN9206  DYNAMIC HEIGHT  -          1.513 (meters)        4.96  (feet) COMP
 DN9206  MODELED GRAVITY -    980,038.5   (mgal)                       NAVD 88
 DN9206
 DN9206  VERT ORDER      -  FIRST     CLASS II
 DN9206
 DN9206.The horizontal coordinates were determined by differentially corrected
 DN9206.hand held GPS observations or other comparable positioning techniques
 DN9206.and have an estimated accuracy of +/- 3 meters.
 DN9206
 DN9206.The orthometric height was determined by differential leveling and
 DN9206.adjusted by the NATIONAL GEODETIC SURVEY
 DN9206.in January 2013.
 DN9206
 DN9206.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9206.GEOID18 height accuracy estimate available here.
 DN9206
 DN9206.Click photographs - Photos may exist for this station.
 DN9206
 DN9206.The dynamic height is computed by dividing the NAVD 88
 DN9206.geopotential number by the normal gravity value computed on the
 DN9206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9206.degrees latitude (g = 980.6199 gals.).
 DN9206
 DN9206.The modeled gravity was interpolated from observed gravity values.
 DN9206
 DN9206;                    North         East    Units  Estimated Accuracy
 DN9206;SPC DE       -    92,503.4     209,788.5     MT  (+/- 3 meters HH1 GPS) 
 DN9206
 DN9206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7362098319(NAD 83)
 DN9206
 DN9206                          SUPERSEDED SURVEY CONTROL
 DN9206
 DN9206.No superseded survey control is available for this station.
 DN9206
 DN9206_MARKER: DD = SURVEY DISK
 DN9206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN9206_STAMPING: PMH 10 2012
 DN9206_MARK LOGO: USFWS
 DN9206_PROJECTION: FLUSH
 DN9206_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN9206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9206+STABILITY: SURFACE MOTION
 DN9206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9206+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 DN9206
 DN9206  HISTORY     - Date     Condition        Report By
 DN9206  HISTORY     - 20120209 MONUMENTED       USFWS
 DN9206
 DN9206                          STATION DESCRIPTION
 DN9206
 DN9206'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2012 (JCW)
 DN9206'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH OF HARBESON, 6.7
 DN9206'MI (10.8 KM) EAST-NORTHEAST OF ELLENDALE AND 3.9 MI (6.3 KM) NORTH OF
 DN9206'MILTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN9206'
 DN9206'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 1 AND DELAWARE ROUTE
 DN9206'16 PROCEED NORTHWESTERLY ON DELAWARE ROUTE 1 FOR 2.8 MI (4.5 KM) TURN
 DN9206'RIGHT ONTO PRIMEHOOK ROAD AND CONTINUE 0.6 MI (1.0 KM) TO THE TO THE
 DN9206'STATION ON THE RIGHT.
 DN9206'
 DN9206'IT IS 54.65 M (179.3 FT) SOUTH-SOUTHWEST OF A TELEPHONE PEDESTAL
 DN9206'NUMBERED ME10, 27.6 M (90.6 FT) NORTHEAST OF THE NORTHERLY END OF A 36
 DN9206'INCH (91 CM) CORRUGATED METAL DRAINAGE PIPE UNDER THE ROAD, 26.4 M
 DN9206'(86.6 FT) NORTHEAST OF THE SOUTHERLY END OF A 36 INCH (91 CM)
 DN9206'CORRUGATED METAL DRAINAGE PIPE UNDER THE ROAD, 11.5 M (37.7 FT)
 DN9206'NORTHWEST OF A UTILITY POLE NUMBERED 45428, 2.55 M (8.4 FT) SOUTHEAST
 DN9206'OF THE EASTERLY EDGE OF PAVEMENT OF PRIMEHOOK ROAD AND SET IN THE TOP
 DN9206'OF A 30-CM (12 INCH) ROUND CONCRETE POST AND ABOUT 0.1 M (0.3 FT)
 DN9206'LOWER THAN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN9207 ***********************************************************************
 DN9207  DESIGNATION -  PMH 11
 DN9207  PID         -  DN9207
 DN9207  STATE/COUNTY-  DE/SUSSEX
 DN9207  COUNTRY     -  US
 DN9207  USGS QUAD   -  MILTON (2016)
 DN9207
 DN9207                         *CURRENT SURVEY CONTROL
 DN9207  ______________________________________________________________________
 DN9207* NAD 83(1986) POSITION- 38 50 34.17   (N) 075 17 40.82   (W)   HD_HELD1
 DN9207* NAVD 88 ORTHO HEIGHT -     5.329 (meters)       17.48  (feet) ADJUSTED
 DN9207  ______________________________________________________________________
 DN9207  GEOID HEIGHT    -        -35.499 (meters)                     GEOID18
 DN9207  DYNAMIC HEIGHT  -          5.326 (meters)       17.47  (feet) COMP
 DN9207  MODELED GRAVITY -    980,039.8   (mgal)                       NAVD 88
 DN9207
 DN9207  VERT ORDER      -  FIRST     CLASS II
 DN9207
 DN9207.The horizontal coordinates were determined by differentially corrected
 DN9207.hand held GPS observations or other comparable positioning techniques
 DN9207.and have an estimated accuracy of +/- 3 meters.
 DN9207
 DN9207.The orthometric height was determined by differential leveling and
 DN9207.adjusted by the NATIONAL GEODETIC SURVEY
 DN9207.in January 2013.
 DN9207
 DN9207.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9207.GEOID18 height accuracy estimate available here.
 DN9207
 DN9207.Click photographs - Photos may exist for this station.
 DN9207
 DN9207.The dynamic height is computed by dividing the NAVD 88
 DN9207.geopotential number by the normal gravity value computed on the
 DN9207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9207.degrees latitude (g = 980.6199 gals.).
 DN9207
 DN9207.The modeled gravity was interpolated from observed gravity values.
 DN9207
 DN9207;                    North         East    Units  Estimated Accuracy
 DN9207;SPC DE       -    93,563.9     210,591.2     MT  (+/- 3 meters HH1 GPS) 
 DN9207
 DN9207_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7442799376(NAD 83)
 DN9207
 DN9207                          SUPERSEDED SURVEY CONTROL
 DN9207
 DN9207.No superseded survey control is available for this station.
 DN9207
 DN9207_MARKER: DD = SURVEY DISK
 DN9207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN9207_STAMPING: PMH 11 2012
 DN9207_MARK LOGO: USFWS
 DN9207_PROJECTION: RECESSED 5 CENTIMETERS
 DN9207_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN9207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9207+STABILITY: SURFACE MOTION
 DN9207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9207+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 DN9207
 DN9207  HISTORY     - Date     Condition        Report By
 DN9207  HISTORY     - 20120209 MONUMENTED       USFWS
 DN9207
 DN9207                          STATION DESCRIPTION
 DN9207
 DN9207'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2012 (JCW)
 DN9207'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTH OF HARBESON, 7.4
 DN9207'MI (11.9 KM) EAST-NORTHEAST OF ELLENDALE AND 4.6 MI (7.4 KM) NORTH OF
 DN9207'MILTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN9207'
 DN9207'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 1 AND DELAWARE ROUTE
 DN9207'16 PROCEED NORTHWESTERLY ON DELAWARE ROUTE 1 FOR 2.8 MI (4.5 KM) TURN
 DN9207'RIGHT ONTO PRIMEHOOK ROAD AND CONTINUE 0.9 MI (1.4 KM) TURN RIGHT WITH
 DN9207'PRIMEHOOK ROAD AND CONTINUE 0.6 MILES.  TURN RIGHT ONTO LITTLE NECK
 DN9207'ROAD FOR 56 FT (17.1 M) TO THE TO THE STATION ON THE LEFT.
 DN9207'
 DN9207'IT IS 88.35 M (289.9 FT) NORTHEAST OF A UTILITY POLE NUMBERED 45677,
 DN9207'31.95 M (104.8 FT) SOUTHEAST OF A UTILITY POLE NUMBERED 45678, 14.9 M
 DN9207'(48.9 FT) SOUTHEAST OF THE EASTERLY EDGE OF PAVEMENT OF PRIMEHOOK
 DN9207'ROAD, 2.0 M (6.6 FT) NORTHEAST OF THE NORTHERLY EDGE OF PAVEMENT OF
 DN9207'LITTLE NECK ROAD, 1.75 M (5.7 FT) NORTHWEST OF A UTILITY POLE NUMBERED
 DN9207'79051 AND SET IN THE TOP OF A 30-CM (12 INCH) ROUND CONCRETE POST AND
 DN9207'ABOUT 0.05 M (0.2 FT) LOWER THAN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN9208 ***********************************************************************
 DN9208  DESIGNATION -  PMH 12
 DN9208  PID         -  DN9208
 DN9208  STATE/COUNTY-  DE/SUSSEX
 DN9208  COUNTRY     -  US
 DN9208  USGS QUAD   -  MILTON (2016)
 DN9208
 DN9208                         *CURRENT SURVEY CONTROL
 DN9208  ______________________________________________________________________
 DN9208* NAD 83(1986) POSITION- 38 50 54.38   (N) 075 16 46.65   (W)   HD_HELD1
 DN9208* NAVD 88 ORTHO HEIGHT -     1.670 (meters)        5.48  (feet) ADJUSTED
 DN9208  ______________________________________________________________________
 DN9208  GEOID HEIGHT    -        -35.498 (meters)                     GEOID18
 DN9208  DYNAMIC HEIGHT  -          1.669 (meters)        5.48  (feet) COMP
 DN9208  MODELED GRAVITY -    980,040.8   (mgal)                       NAVD 88
 DN9208
 DN9208  VERT ORDER      -  FIRST     CLASS II
 DN9208
 DN9208.The horizontal coordinates were determined by differentially corrected
 DN9208.hand held GPS observations or other comparable positioning techniques
 DN9208.and have an estimated accuracy of +/- 3 meters.
 DN9208
 DN9208.The orthometric height was determined by differential leveling and
 DN9208.adjusted by the NATIONAL GEODETIC SURVEY
 DN9208.in January 2013.
 DN9208
 DN9208.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9208.GEOID18 height accuracy estimate available here.
 DN9208
 DN9208.Click photographs - Photos may exist for this station.
 DN9208
 DN9208.The dynamic height is computed by dividing the NAVD 88
 DN9208.geopotential number by the normal gravity value computed on the
 DN9208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9208.degrees latitude (g = 980.6199 gals.).
 DN9208
 DN9208.The modeled gravity was interpolated from observed gravity values.
 DN9208
 DN9208;                    North         East    Units  Estimated Accuracy
 DN9208;SPC DE       -    94,189.0     211,896.7     MT  (+/- 3 meters HH1 GPS) 
 DN9208
 DN9208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7573599995(NAD 83)
 DN9208
 DN9208                          SUPERSEDED SURVEY CONTROL
 DN9208
 DN9208.No superseded survey control is available for this station.
 DN9208
 DN9208_MARKER: F = FLANGE-ENCASED ROD
 DN9208_SETTING: 58 = GALVANIZED STEEL ROD IN SLEEVE (10 FT.+)
 DN9208_STAMPING: PMH 12 2012
 DN9208_MARK LOGO: USFWS
 DN9208_PROJECTION: FLUSH
 DN9208_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN9208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9208+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2012
 DN9208_ROD/PIPE-DEPTH: 40.5 meters
 DN9208_SLEEVE-DEPTH  : 0.9 meters
 DN9208
 DN9208  HISTORY     - Date     Condition        Report By
 DN9208  HISTORY     - 20120222 MONUMENTED       USFWS
 DN9208
 DN9208                          STATION DESCRIPTION
 DN9208
 DN9208'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2012 (JCW)
 DN9208'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTH OF HARBESON, 8.3
 DN9208'MI (13.4 KM) EAST-NORTHEAST OF ELLENDALE AND 5.2 MI (8.4 KM)
 DN9208'NORTH-NORTHEAST OF MILTON.  OWNERSHIP--U.S. GOVERNMENT.  CONTACT THE
 DN9208'MANAGER AT 302-684-8419 TO OBTAIN PERMISSION TO ACCESS THE STATION.
 DN9208'
 DN9208'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 1 AND DELAWARE ROUTE
 DN9208'16 PROCEED NORTHWESTERLY ON DELAWARE ROUTE 1 FOR 2.8 MI (4.5 KM) TURN
 DN9208'RIGHT ONTO PRIMEHOOK ROAD AND CONTINUE 0.9 MI (1.4 KM) TURN RIGHT WITH
 DN9208'PRIMEHOOK ROAD AND CONTINUE 1.5 MILES.  TURN RIGHT INTO THE NORTHERLY
 DN9208'OF TWO GRAVEL PULLOVER AREAS.  EXIT VEHICLE AND PROCEED ON FOOT IN A
 DN9208'SOUTHEASTERLY DIRECTION THROUGH A FIELD FOR APPROXIMATLEY 100 M (328.1
 DN9208'FT) TO THE STATION STRAIGHT AHEAD.
 DN9208'
 DN9208'IT IS 117 M (383.9 FT) SOUTHEAST OF THE CENTERLINE INTERSECTION OF
 DN9208'PRIMEHOOK ROAD AND CODDS ROAD, 115 M (377.3 FT) SOUTH-SOUTHEAST OF THE
 DN9208'SOUTHERLY METAL GATE POST AT THE ENTRANCE TO A FIELD EAST OF PRIME
 DN9208'HOOK ROAD, 86 M (282.2 FT) NORTHEAST OF A HEDGE ROW BETWEEN TWO
 DN9208'FIELDS, 86 M (282.2 FT) EAST-SOUTHEAST OF A WOODEN REFUGE INTERPRETIVE
 DN9208'SIGN EAST OF PRIME HOOK ROAD, 38 M (124.7 FT) SOUTHWEST OF A HEDGE ROW
 DN9208'BETWEEN TWO FIELDS AND ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN9209 ***********************************************************************
 DN9209  DESIGNATION -  PMH 13
 DN9209  PID         -  DN9209
 DN9209  STATE/COUNTY-  DE/SUSSEX
 DN9209  COUNTRY     -  US
 DN9209  USGS QUAD   -  MILTON (2016)
 DN9209
 DN9209                         *CURRENT SURVEY CONTROL
 DN9209  ______________________________________________________________________
 DN9209* NAD 83(1986) POSITION- 38 51 37.72   (N) 075 17 27.15   (W)   HD_HELD1
 DN9209* NAVD 88 ORTHO HEIGHT -     1.722 (meters)        5.65  (feet) ADJUSTED
 DN9209  ______________________________________________________________________
 DN9209  GEOID HEIGHT    -        -35.474 (meters)                     GEOID18
 DN9209  DYNAMIC HEIGHT  -          1.721 (meters)        5.65  (feet) COMP
 DN9209  MODELED GRAVITY -    980,041.7   (mgal)                       NAVD 88
 DN9209
 DN9209  VERT ORDER      -  FIRST     CLASS II
 DN9209
 DN9209.The horizontal coordinates were determined by differentially corrected
 DN9209.hand held GPS observations or other comparable positioning techniques
 DN9209.and have an estimated accuracy of +/- 3 meters.
 DN9209
 DN9209.The orthometric height was determined by differential leveling and
 DN9209.adjusted by the NATIONAL GEODETIC SURVEY
 DN9209.in January 2013.
 DN9209
 DN9209.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9209.GEOID18 height accuracy estimate available here.
 DN9209
 DN9209.Click photographs - Photos may exist for this station.
 DN9209
 DN9209.The dynamic height is computed by dividing the NAVD 88
 DN9209.geopotential number by the normal gravity value computed on the
 DN9209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9209.degrees latitude (g = 980.6199 gals.).
 DN9209
 DN9209.The modeled gravity was interpolated from observed gravity values.
 DN9209
 DN9209;                    North         East    Units  Estimated Accuracy
 DN9209;SPC DE       -    95,524.1     210,918.2     MT  (+/- 3 meters HH1 GPS) 
 DN9209
 DN9209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7476301334(NAD 83)
 DN9209
 DN9209                          SUPERSEDED SURVEY CONTROL
 DN9209
 DN9209.No superseded survey control is available for this station.
 DN9209
 DN9209_MARKER: DD = SURVEY DISK
 DN9209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN9209_STAMPING: PMH 13 2012
 DN9209_MARK LOGO: USFWS
 DN9209_PROJECTION: FLUSH
 DN9209_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN9209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9209+STABILITY: SURFACE MOTION
 DN9209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9209+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 DN9209
 DN9209  HISTORY     - Date     Condition        Report By
 DN9209  HISTORY     - 20120209 MONUMENTED       USFWS
 DN9209
 DN9209                          STATION DESCRIPTION
 DN9209
 DN9209'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2012 (JCW)
 DN9209'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) EAST-SOUTHEAST OF
 DN9209'MILFORD, 8.0 MI (12.9 KM) EAST-NORTHEAST OF ELLENDALE AND 5.8 MI (9.3
 DN9209'KM) NORTH OF MILTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN9209'
 DN9209'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 1 AND DELAWARE ROUTE
 DN9209'16 PROCEED NORTHERLY ON DELAWARE ROUTE 1 FOR 2.8 MI (4.5 KM) TURN
 DN9209'RIGHT ONTO PRIME HOOK ROAD FOR 0.9 MI (1.4 KM) CONTINUE STRAIGHT ONTO
 DN9209'13 CURVES ROAD FOR 2.0 MI (3.2 KM) TURN RIGHT ONTO CODS ROAD FOR 33 FT
 DN9209'(10.1 M) TO THE STATION ON THE LEFT.
 DN9209'
 DN9209'IT IS 76.0 M (249.3 FT) SOUTHEAST OF THE CENTER LINE INTERSECTION OF
 DN9209'CODS ROAD AND SLAUGHTER CREEK, 33.30 M (109.3 FT) EAST-SOUTHEAST OF
 DN9209'THE SOUTHERLY END OF THE GUARD RAIL ON THE SOUTH SIDE OF CODS ROAD,
 DN9209'19.00 M (62.3 FT) SOUTHEAST OF THE SOUTHERLY END OF THE GUARD RAIL ON
 DN9209'THE NORTH SIDE OF CODS ROAD, 12.95 M (42.5 FT) NORTHWEST OF A UTILITY
 DN9209'POLE NUMBERED 45719, 3.75 M (12.3 FT) EAST OF THE EASTERLY EDGE OF
 DN9209'PAVEMENT OF CODS ROAD AND SET IN THE TOP OF A 30-CM (12 INCH) ROUND
 DN9209'CONCRETE POST AND ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN9210 ***********************************************************************
 DN9210  DESIGNATION -  PMH 14
 DN9210  PID         -  DN9210
 DN9210  STATE/COUNTY-  DE/SUSSEX
 DN9210  COUNTRY     -  US
 DN9210  USGS QUAD   -  MILTON (2016)
 DN9210
 DN9210                         *CURRENT SURVEY CONTROL
 DN9210  ______________________________________________________________________
 DN9210* NAD 83(1986) POSITION- 38 52 24.68   (N) 075 17 24.62   (W)   HD_HELD1
 DN9210* NAVD 88 ORTHO HEIGHT -     0.951 (meters)        3.12  (feet) ADJUSTED
 DN9210  ______________________________________________________________________
 DN9210  GEOID HEIGHT    -        -35.452 (meters)                     GEOID18
 DN9210  DYNAMIC HEIGHT  -          0.951 (meters)        3.12  (feet) COMP
 DN9210  MODELED GRAVITY -    980,043.0   (mgal)                       NAVD 88
 DN9210
 DN9210  VERT ORDER      -  FIRST     CLASS II
 DN9210
 DN9210.The horizontal coordinates were determined by differentially corrected
 DN9210.hand held GPS observations or other comparable positioning techniques
 DN9210.and have an estimated accuracy of +/- 3 meters.
 DN9210
 DN9210.The orthometric height was determined by differential leveling and
 DN9210.adjusted by the NATIONAL GEODETIC SURVEY
 DN9210.in January 2013.
 DN9210
 DN9210.No vertical observational check was made to the station.
 DN9210
 DN9210.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9210.GEOID18 height accuracy estimate available here.
 DN9210
 DN9210.Click photographs - Photos may exist for this station.
 DN9210
 DN9210.The dynamic height is computed by dividing the NAVD 88
 DN9210.geopotential number by the normal gravity value computed on the
 DN9210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9210.degrees latitude (g = 980.6199 gals.).
 DN9210
 DN9210.The modeled gravity was interpolated from observed gravity values.
 DN9210
 DN9210;                    North         East    Units  Estimated Accuracy
 DN9210;SPC DE       -    96,972.2     210,977.2     MT  (+/- 3 meters HH1 GPS) 
 DN9210
 DN9210_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7482802781(NAD 83)
 DN9210
 DN9210                          SUPERSEDED SURVEY CONTROL
 DN9210
 DN9210.No superseded survey control is available for this station.
 DN9210
 DN9210_MARKER: F = FLANGE-ENCASED ROD
 DN9210_SETTING: 58 = GALVANIZED STEEL ROD IN SLEEVE (10 FT.+)
 DN9210_STAMPING: PMH 14 2012
 DN9210_MARK LOGO: USFWS
 DN9210_PROJECTION: FLUSH
 DN9210_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN9210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9210+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2012
 DN9210_ROD/PIPE-DEPTH: 38.4 meters
 DN9210_SLEEVE-DEPTH  : 0.9 meters
 DN9210
 DN9210  HISTORY     - Date     Condition        Report By
 DN9210  HISTORY     - 20120223 MONUMENTED       USFWS
 DN9210
 DN9210                          STATION DESCRIPTION
 DN9210
 DN9210'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2012 (JCW)
 DN9210'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) EAST-NORTHEAST OF
 DN9210'ELLENDALE, 7.9 MI (12.7 KM) EAST-SOUTHEAST OF MILFORD AND 6.7 MI (10.8
 DN9210'KM) NORTH OF MILTON.  OWNERSHIP--U.S. GOVERNMENT.  CONTACT THE MANAGER
 DN9210'AT 302-684-8419 TO OBTAIN PERMISSION TO ACCESS THE STATION.
 DN9210'
 DN9210'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 1 AND DELAWARE ROUTE
 DN9210'16 PROCEED NORTHWESTERLY ALONG DELAWARE ROUTE 1 FOR 2.8 MI (4.5 KM)
 DN9210'TURN RIGHT ONTO PRIMEHOOK ROAD FOR 0.9 MI (1.4 KM) CONTINUE STRAIGHT
 DN9210'ONTO 13 CURVES ROAD FOR 0.9 MI (1.4 KM) BEAR LEFT ONTO DRAPER ROAD FOR
 DN9210'1.0 MI (1.6 KM) TURN RIGHT ONTO FOWLER BEACH ROAD FOR 1.0 MI (1.6 KM)
 DN9210'EXIT VEHICLE AND PROCEED ON FOOT IN AN EASTERLY DIRECTION THROUGH A
 DN9210'HEDGEROW FOR ABOUT 80 M (262.5 FT) TO THE STATION STRAIGHT AHEAD.
 DN9210'
 DN9210'IT IS 290 M (951.4 FT) WEST-SOUTHWEST OF THE CORNER OF THE HEDGEROW ON
 DN9210'THE EASTERLY SIDE OF THE FIELD, 145 M (475.7 FT) EAST-NORTHEAST OF A
 DN9210'WOODEN REFUGE INTERPRETIVE SIGN AT A GRAVEL PARKING AREA ON THE SOUTH
 DN9210'SIDE OF FOWLERS BEACH ROAD, 79 M (259.2 FT) EAST-NORTHEAST OF THE
 DN9210'EASTERLY GATE POST BLOCKING ENTRANCE TO THE PRIMEHOOK NATIONAL
 DN9210'WILDLIFE REFUGE ON THE SOUTH SIDE OF FOWLER BEACH ROAD, 59 M (193.6
 DN9210'FT) EAST-NORTHEAST OF A HEDGEROW ON THE SOUTHWESTERLY SIDE OF THE
 DN9210'FIELD, 50 M (164.0 FT) NORTH-NORTHWEST OF A HEDGEROW ON THE
 DN9210'SOUTHEASTERLY SIDE OF THE FIELD AND ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN9211 ***********************************************************************
 DN9211  DESIGNATION -  PMH 15
 DN9211  PID         -  DN9211
 DN9211  STATE/COUNTY-  DE/SUSSEX
 DN9211  COUNTRY     -  US
 DN9211  USGS QUAD   -  MILTON (2016)
 DN9211
 DN9211                         *CURRENT SURVEY CONTROL
 DN9211  ______________________________________________________________________
 DN9211* NAD 83(1986) POSITION- 38 52 00.82   (N) 075 18 14.19   (W)   HD_HELD1
 DN9211* NAVD 88 ORTHO HEIGHT -     2.001 (meters)        6.56  (feet) ADJUSTED
 DN9211  ______________________________________________________________________
 DN9211  GEOID HEIGHT    -        -35.457 (meters)                     GEOID18
 DN9211  DYNAMIC HEIGHT  -          2.000 (meters)        6.56  (feet) COMP
 DN9211  MODELED GRAVITY -    980,041.9   (mgal)                       NAVD 88
 DN9211
 DN9211  VERT ORDER      -  FIRST     CLASS II
 DN9211
 DN9211.The horizontal coordinates were determined by differentially corrected
 DN9211.hand held GPS observations or other comparable positioning techniques
 DN9211.and have an estimated accuracy of +/- 3 meters.
 DN9211
 DN9211.The orthometric height was determined by differential leveling and
 DN9211.adjusted by the NATIONAL GEODETIC SURVEY
 DN9211.in January 2013.
 DN9211
 DN9211.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9211.GEOID18 height accuracy estimate available here.
 DN9211
 DN9211.Click photographs - Photos may exist for this station.
 DN9211
 DN9211.The dynamic height is computed by dividing the NAVD 88
 DN9211.geopotential number by the normal gravity value computed on the
 DN9211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9211.degrees latitude (g = 980.6199 gals.).
 DN9211
 DN9211.The modeled gravity was interpolated from observed gravity values.
 DN9211
 DN9211;                    North         East    Units  Estimated Accuracy
 DN9211;SPC DE       -    96,234.9     209,783.2     MT  (+/- 3 meters HH1 GPS) 
 DN9211
 DN9211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7363102049(NAD 83)
 DN9211
 DN9211                          SUPERSEDED SURVEY CONTROL
 DN9211
 DN9211.No superseded survey control is available for this station.
 DN9211
 DN9211_MARKER: DD = SURVEY DISK
 DN9211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN9211_STAMPING: PMH 15 2012
 DN9211_MARK LOGO: USFWS
 DN9211_PROJECTION: FLUSH
 DN9211_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DN9211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9211+STABILITY: SURFACE MOTION
 DN9211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9211+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 DN9211
 DN9211  HISTORY     - Date     Condition        Report By
 DN9211  HISTORY     - 20120209 MONUMENTED       USFWS
 DN9211
 DN9211                          STATION DESCRIPTION
 DN9211
 DN9211'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2012 (JCW)
 DN9211'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) EAST-NORTHEAST OF
 DN9211'ELLENDALE, 7.4 MI (11.9 KM) EAST-SOUTHEAST OF MILFORD AND 6.2 MI (10.0
 DN9211'KM) NORTH OF MILTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN9211'
 DN9211'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 1 AND DELAWARE ROUTE
 DN9211'16, PROCEED NORTHWESTERLY ON DELAWARE ROUTE 1 FOR 2.8 MI (4.5 KM) TURN
 DN9211'RIGHT ONTO PRIMEHOOK ROAD FOR 0.9 MI (1.4 KM) CONTINUE STRAIGHT ONTO
 DN9211'13 CURVES ROAD FOR 0.9 MI (1.4 KM) TURN LEFT ONTO DRAPER ROAD FOR 1.0
 DN9211'MI (1.6 KM) TURN RIGHT ONTO FOWLERS BEACH ROAD FOR 0.2 MI (0.3 KM)
 DN9211'PASS WELLS ROAD ON THE LEFT AND CONTINUE 30 FT (9.1 M) TO THE STATION
 DN9211'ON THE LEFT.
 DN9211'
 DN9211'IT IS 78.86 M (258.7 FT) SOUTHWEST OF A UTILITY POLE NUMBERED 45515,
 DN9211'20.25 M (66.4 FT) NORTHEAST OF THE CENTERLINE INTERSECTION OF FOWLERS
 DN9211'BEACH ROAD AND WELLS ROAD, 17.76 M (58.3 FT) NORTH OF A UTILITY POLE
 DN9211'NUMBERED 43, 8.86 M (29.1 FT) NORTHEAST OF A UTILITY POLE NUMBERED
 DN9211'45514, 1.52 M (5.0 FT) NORTHWEST OF THE NORTHERLY EDGE OF PAVEMENT OF
 DN9211'FOWLERS BEACH ROAD AND SET IN THE TOP OF A 30-CM (12 INCH) ROUND
 DN9211'CONCRETE POST AND ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN9212 ***********************************************************************
 DN9212  DESIGNATION -  PMH 16
 DN9212  PID         -  DN9212
 DN9212  STATE/COUNTY-  DE/SUSSEX
 DN9212  COUNTRY     -  US
 DN9212  USGS QUAD   -  MISPILLION RIVER (2016)
 DN9212
 DN9212                         *CURRENT SURVEY CONTROL
 DN9212  ______________________________________________________________________
 DN9212* NAD 83(1986) POSITION- 38 53 04.18   (N) 075 19 18.57   (W)   HD_HELD1
 DN9212* NAVD 88 ORTHO HEIGHT -     4.300 (meters)       14.11  (feet) ADJUSTED
 DN9212  ______________________________________________________________________
 DN9212  GEOID HEIGHT    -        -35.417 (meters)                     GEOID18
 DN9212  DYNAMIC HEIGHT  -          4.297 (meters)       14.10  (feet) COMP
 DN9212  MODELED GRAVITY -    980,043.2   (mgal)                       NAVD 88
 DN9212
 DN9212  VERT ORDER      -  FIRST     CLASS II
 DN9212
 DN9212.The horizontal coordinates were determined by differentially corrected
 DN9212.hand held GPS observations or other comparable positioning techniques
 DN9212.and have an estimated accuracy of +/- 3 meters.
 DN9212
 DN9212.The orthometric height was determined by differential leveling and
 DN9212.adjusted by the NATIONAL GEODETIC SURVEY
 DN9212.in January 2013.
 DN9212
 DN9212.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9212.GEOID18 height accuracy estimate available here.
 DN9212
 DN9212.Click photographs - Photos may exist for this station.
 DN9212
 DN9212.The dynamic height is computed by dividing the NAVD 88
 DN9212.geopotential number by the normal gravity value computed on the
 DN9212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9212.degrees latitude (g = 980.6199 gals.).
 DN9212
 DN9212.The modeled gravity was interpolated from observed gravity values.
 DN9212
 DN9212;                    North         East    Units  Estimated Accuracy
 DN9212;SPC DE       -    98,187.0     208,229.1     MT  (+/- 3 meters HH1 GPS) 
 DN9212
 DN9212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7208704008(NAD 83)
 DN9212
 DN9212                          SUPERSEDED SURVEY CONTROL
 DN9212
 DN9212.No superseded survey control is available for this station.
 DN9212
 DN9212_MARKER: DD = SURVEY DISK
 DN9212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN9212_STAMPING: PMH 16 2012
 DN9212_MARK LOGO: USFWS
 DN9212_PROJECTION: FLUSH
 DN9212_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DN9212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9212+STABILITY: SURFACE MOTION
 DN9212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9212+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 DN9212
 DN9212  HISTORY     - Date     Condition        Report By
 DN9212  HISTORY     - 20120209 MONUMENTED       USFWS
 DN9212
 DN9212                          STATION DESCRIPTION
 DN9212
 DN9212'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2012 (JCW)
 DN9212'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTHEAST OF ELLENDALE,
 DN9212'7.4 MI (11.9 KM) NORTH OF MILTON AND 6.1 MI (9.8 KM) EAST-SOUTHEAST OF
 DN9212'MILFORD.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN9212'
 DN9212'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 1 AND DELAWARE ROUTE
 DN9212'16, PROCEED NORTHWESTERLY FOR 6.5 MI (10.5 KM) TURN RIGHT ONTO
 DN9212'SLAUGHTER BEACH ROAD FOR 1.8 MI (2.9 KM) TURN RIGHT ONTO WELLS ROAD
 DN9212'FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT.
 DN9212'
 DN9212'IT IS 92.6 M (303.8 FT) NORTH-NORTHWEST OF A UTILITY POLE NUMBERED
 DN9212'LKU-173, 78.8 M (258.5 FT) SOUTHEAST OF THE CENTER LINE INTERSECTION
 DN9212'OF WELLS ROAD AND A PAVED PRIVATE DRIVE, 15.29 M (50.2 FT) NORTHEAST
 DN9212'OF A WOODEN FENCE POST AT THE END OF A FENCE LINE ON THE SOUTH SIDE OF
 DN9212'WELLS ROAD, 4.35 M (14.3 FT) NORTHEAST OF THE EASTERLY EDGE OF
 DN9212'PAVEMENT OF WELLS ROAD AND SET IN THE TOP OF A 30-CM (12 INCH) ROUND
 DN9212'CONCRETE POST AND ABOUT LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN9213 ***********************************************************************
 DN9213  DESIGNATION -  PMH 17
 DN9213  PID         -  DN9213
 DN9213  STATE/COUNTY-  DE/SUSSEX
 DN9213  COUNTRY     -  US
 DN9213  USGS QUAD   -  LEWES (2016)
 DN9213
 DN9213                         *CURRENT SURVEY CONTROL
 DN9213  ______________________________________________________________________
 DN9213* NAD 83(2011) POSITION- 38 49 47.33411(N) 075 14 57.89222(W)   ADJUSTED
 DN9213* NAD 83(2011) ELLIP HT-   -34.253 (meters)        (12/20/17)   ADJUSTED
 DN9213* NAD 83(2011) EPOCH   -  2010.00
 DN9213* NAVD 88 ORTHO HEIGHT -     1.293 (meters)        4.24  (feet) ADJUSTED
 DN9213  ______________________________________________________________________
 DN9213  GEOID HEIGHT    -        -35.539 (meters)                     GEOID18
 DN9213  NAD 83(2011) X  -  1,266,736.761 (meters)                     COMP
 DN9213  NAD 83(2011) Y  - -4,811,203.562 (meters)                     COMP
 DN9213  NAD 83(2011) Z  -  3,977,595.376 (meters)                     COMP
 DN9213  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 DN9213  DYNAMIC HEIGHT  -          1.292 (meters)        4.24  (feet) COMP
 DN9213  MODELED GRAVITY -    980,040.0   (mgal)                       NAVD 88
 DN9213
 DN9213  VERT ORDER      -  FIRST     CLASS II
 DN9213
 DN9213  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN9213  Standards:
 DN9213         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN9213            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN9213  -------------------------------------------------------------------
 DN9213  NETWORK    0.63   0.69           0.28   0.23   0.35     -0.13061736
 DN9213  -------------------------------------------------------------------
 DN9213  Click here for local accuracies and other accuracy information.
 DN9213
 DN9213.The horizontal coordinates were established by GPS observations
 DN9213.and adjusted by the MASER CONSULTING in December 2017.
 DN9213
 DN9213.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN9213.been affixed to the stable North American tectonic plate. See 
 DN9213.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN9213
 DN9213.The horizontal coordinates are valid at the epoch date displayed above
 DN9213.which is a decimal equivalence of Year/Month/Day.
 DN9213
 DN9213.The orthometric height was determined by differential leveling and
 DN9213.adjusted by the NATIONAL GEODETIC SURVEY
 DN9213.in January 2013.
 DN9213
 DN9213.No vertical observational check was made to the station.
 DN9213
 DN9213.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9213.GEOID18 height accuracy estimate available here.
 DN9213
 DN9213.Click photographs - Photos may exist for this station.
 DN9213
 DN9213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN9213
 DN9213.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN9213
 DN9213.The ellipsoidal height was determined by GPS observations
 DN9213.and is referenced to NAD 83.
 DN9213
 DN9213.The dynamic height is computed by dividing the NAVD 88
 DN9213.geopotential number by the normal gravity value computed on the
 DN9213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9213.degrees latitude (g = 980.6199 gals.).
 DN9213
 DN9213.The modeled gravity was interpolated from observed gravity values.
 DN9213
 DN9213. The following values were computed from the NAD 83(2011) position.
 DN9213
 DN9213;                    North         East     Units Scale Factor Converg.
 DN9213;SPC DE       -    92,125.906   214,523.029   MT  0.99999760   +0 06 17.5
 DN9213;SPC DE       -   302,249.74    703,814.30   sFT  0.99999760   +0 06 17.5
 DN9213;UTM  18      - 4,297,920.795   478,351.105   MT  0.99960577   -0 09 23.0
 DN9213
 DN9213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN9213!SPC DE       -   1.00000537  x   0.99999760  =   1.00000297
 DN9213!UTM  18      -   1.00000537  x   0.99960577  =   0.99961114
 DN9213
 DN9213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7835197920(NAD 83)
 DN9213
 DN9213                          SUPERSEDED SURVEY CONTROL
 DN9213
 DN9213.No superseded survey control is available for this station.
 DN9213
 DN9213_MARKER: F = FLANGE-ENCASED ROD
 DN9213_SETTING: 58 = GALVANIZED STEEL ROD IN SLEEVE (10 FT.+)
 DN9213_STAMPING: PMH 17 2012
 DN9213_MARK LOGO: USFWS
 DN9213_PROJECTION: FLUSH
 DN9213_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN9213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9213+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2014
 DN9213_ROD/PIPE-DEPTH: 24.1 meters
 DN9213_SLEEVE-DEPTH  : 0.9 meters
 DN9213
 DN9213  HISTORY     - Date     Condition        Report By
 DN9213  HISTORY     - 20120222 MONUMENTED       USFWS
 DN9213  HISTORY     - 20141010 GOOD             DELCOS
 DN9213
 DN9213                          STATION DESCRIPTION
 DN9213
 DN9213'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2012 (JCW)
 DN9213'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHEAST OF
 DN9213'HARBESON, 7.0 MI (11.3 KM) WEST-NORTHWEST OF LEWES AND 4.9 MI (7.9 KM)
 DN9213'NORTHEAST OF MILTON.  OWNERSHIP--U.S. GOVERNMENT.  CONTACT THE MANAGER
 DN9213'AT 302-684-8419 TO OBTAIN PERMISSION TO ACCESS THE STATION.
 DN9213'
 DN9213'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 1 AND DELAWARE ROUTE
 DN9213'16, PROCEED NORTHEASTERLY ALONG DELAWARE ROUTE 16 FOR 1.2 MI (1.9 KM)
 DN9213'TURN LEFT ON TURKLE POND ROAD FOR 1.5 MI (2.4 KM) EXIT VEHICLE AND
 DN9213'PROCEED ON FOOT SOUTHEASTERLY FOR 38 M (124.7 FT) TO THE STATION
 DN9213'STRAIGHT AHEAD.
 DN9213'
 DN9213'IT IS 40.57 M (133.1 FT) WEST OF THE NORTHWEST CORNER OF A CONCRETE
 DN9213'SLAB SUPPORTING A WOODEN PAVILION, 38.9 M (127.6 FT) SOUTH OF A
 DN9213'UTILITY POLE NUMBERED 47851, 37.7 M (123.7 FT) SOUTH-SOUTHEAST OF THE
 DN9213'SOUTHERLY EDGE OF PAVEMENT OF TURKLE POND ROAD, 34.0 M (111.5 FT)
 DN9213'WEST-NORTHWEST OF A MANHOLE COVER, 20.60 M (67.6 FT) EAST-NORTHEAST OF
 DN9213'THE EAST END OF A 12 IN DRAINAGE PIPE UNDER THE GRAVEL DRIVE AND ABOUT
 DN9213'LEVEL WITH THE GROUND.
 DN9213
 DN9213                          STATION RECOVERY (2014)
 DN9213
 DN9213'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2014 (ARD)
 DN9213'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN9214 ***********************************************************************
 DN9214  DESIGNATION -  PMH 18
 DN9214  PID         -  DN9214
 DN9214  STATE/COUNTY-  DE/SUSSEX
 DN9214  COUNTRY     -  US
 DN9214  USGS QUAD   -  LEWES (2016)
 DN9214
 DN9214                         *CURRENT SURVEY CONTROL
 DN9214  ______________________________________________________________________
 DN9214* NAD 83(1986) POSITION- 38 49 14.18   (N) 075 13 41.55   (W)   HD_HELD1
 DN9214* NAVD 88 ORTHO HEIGHT -     1.003 (meters)        3.29  (feet) ADJUSTED
 DN9214  ______________________________________________________________________
 DN9214  GEOID HEIGHT    -        -35.558 (meters)                     GEOID18
 DN9214  DYNAMIC HEIGHT  -          1.002 (meters)        3.29  (feet) COMP
 DN9214  MODELED GRAVITY -    980,039.9   (mgal)                       NAVD 88
 DN9214
 DN9214  VERT ORDER      -  FIRST     CLASS II
 DN9214
 DN9214.The horizontal coordinates were determined by differentially corrected
 DN9214.hand held GPS observations or other comparable positioning techniques
 DN9214.and have an estimated accuracy of +/- 3 meters.
 DN9214
 DN9214.The orthometric height was determined by differential leveling and
 DN9214.adjusted by the NATIONAL GEODETIC SURVEY
 DN9214.in January 2013.
 DN9214
 DN9214.No vertical observational check was made to the station.
 DN9214
 DN9214.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9214.GEOID18 height accuracy estimate available here.
 DN9214
 DN9214.Click photographs - Photos may exist for this station.
 DN9214
 DN9214.The dynamic height is computed by dividing the NAVD 88
 DN9214.geopotential number by the normal gravity value computed on the
 DN9214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9214.degrees latitude (g = 980.6199 gals.).
 DN9214
 DN9214.The modeled gravity was interpolated from observed gravity values.
 DN9214
 DN9214;                    North         East    Units  Estimated Accuracy
 DN9214;SPC DE       -    91,107.1     216,366.5     MT  (+/- 3 meters HH1 GPS) 
 DN9214
 DN9214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8018996894(NAD 83)
 DN9214
 DN9214                          SUPERSEDED SURVEY CONTROL
 DN9214
 DN9214.No superseded survey control is available for this station.
 DN9214
 DN9214_MARKER: DD = SURVEY DISK
 DN9214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN9214_SP_SET: WATER CONTROL STRUCTURE
 DN9214_STAMPING: PMH 18
 DN9214_MARK LOGO: USFWS
 DN9214_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN9214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9214+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 DN9214
 DN9214  HISTORY     - Date     Condition        Report By
 DN9214  HISTORY     - 20120209 MONUMENTED       USFWS
 DN9214
 DN9214                          STATION DESCRIPTION
 DN9214
 DN9214'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2012 (JCW)
 DN9214'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHEAST OF
 DN9214'HARBESON, 5.7 MI (9.2 KM) WEST-NORTHWEST OF LEWES AND 5.3 MI (8.5 KM)
 DN9214'NORTHEAST OF MILTON.  OWNERSHIP--U.S. GOVERNMENT.CONTACT THE MANAGER
 DN9214'AT 302-684-8419 TO OBTAIN PERMISSION TO ACCESS THE STATION.
 DN9214'
 DN9214'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 1 AND DELAWARE ROUTE
 DN9214'16, PROCEED NORTHEASTERLY ALONG DELAWARE ROUTE 16 FOR 2.8 MI (4.5 KM)
 DN9214'EXIT VEHICLE AND PROCEED ON FOOT NORTH-NORTHWEST THROUGH A LOCKED GATE
 DN9214'ON THE NORTH SIDE OF HIGHWAY, ALONG A GRAVEL DRIVE FOR 75 M (246.1 FT)
 DN9214'TO THE STATION ON TOP OF AND AT THE WESTERLY END OF A CONCRETE WATER
 DN9214'CONTROL STRUCTURE.
 DN9214'
 DN9214'IT IS 14.10 M (46.3 FT) NORTH-NORTHWEST OF THE SOUTHERLY CORNER OF THE
 DN9214'RETAINING WALL ON THE WEST SIDE OF A DRAINAGE DITCH, 7.85 M (25.8 FT)
 DN9214'SOUTH-SOUTHEAST OF THE NORTHWESTERLY END OF THE RETAINING WALL ON THE
 DN9214'WEST SIDE OF THE DRAINAGE DITCH, 7.55 M (24.8 FT) NORTH-NORTHWEST OF
 DN9214'THE SOUTHEAST END OF A CHAIN LINK FENCE BLOCKING ACCESS TO THE WATER
 DN9214'CONTROL STRUCTURE, 6.4 M (21.0 FT) SOUTH-SOUTHEAST OF THE NORTHERLY
 DN9214'CORNER OF THE RETAINING WALL ON THE WEST SIDE OF A DRAINAGE DITCH,
 DN9214'0.25 M (0.8 FT) EAST-NORTHEAST OF THE NORTHWEST END OF A CHAIN LINE
 DN9214'FENCE BLOCKING ACCESS TO THE WATER CONTROL STRUCTURE AND ABOUT LEVEL
 DN9214'WITH THE GRAVEL DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN9201 ***********************************************************************
 DN9201  DESIGNATION -  PMH 2
 DN9201  PID         -  DN9201
 DN9201  STATE/COUNTY-  DE/SUSSEX
 DN9201  COUNTRY     -  US
 DN9201  USGS QUAD   -  LEWES (2016)
 DN9201
 DN9201                         *CURRENT SURVEY CONTROL
 DN9201  ______________________________________________________________________
 DN9201* NAD 83(1986) POSITION- 38 49 49.42   (N) 075 14 55.97   (W)   HD_HELD1
 DN9201* NAVD 88 ORTHO HEIGHT -     2.209 (meters)        7.25  (feet) ADJUSTED
 DN9201  ______________________________________________________________________
 DN9201  GEOID HEIGHT    -        -35.538 (meters)                     GEOID18
 DN9201  DYNAMIC HEIGHT  -          2.208 (meters)        7.24  (feet) COMP
 DN9201  MODELED GRAVITY -    980,040.1   (mgal)                       NAVD 88
 DN9201
 DN9201  VERT ORDER      -  FIRST     CLASS II
 DN9201
 DN9201.The horizontal coordinates were determined by differentially corrected
 DN9201.hand held GPS observations or other comparable positioning techniques
 DN9201.and have an estimated accuracy of +/- 3 meters.
 DN9201
 DN9201.The orthometric height was determined by differential leveling and
 DN9201.adjusted by the NATIONAL GEODETIC SURVEY
 DN9201.in January 2013.
 DN9201
 DN9201.No vertical observational check was made to the station.
 DN9201
 DN9201.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9201.GEOID18 height accuracy estimate available here.
 DN9201
 DN9201.Click photographs - Photos may exist for this station.
 DN9201
 DN9201.The dynamic height is computed by dividing the NAVD 88
 DN9201.geopotential number by the normal gravity value computed on the
 DN9201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9201.degrees latitude (g = 980.6199 gals.).
 DN9201
 DN9201.The modeled gravity was interpolated from observed gravity values.
 DN9201
 DN9201;                    North         East    Units  Estimated Accuracy
 DN9201;SPC DE       -    92,190.3     214,569.3     MT  (+/- 3 meters HH1 GPS) 
 DN9201
 DN9201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7839797984(NAD 83)
 DN9201
 DN9201                          SUPERSEDED SURVEY CONTROL
 DN9201
 DN9201.No superseded survey control is available for this station.
 DN9201
 DN9201_MARKER: DD = SURVEY DISK
 DN9201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN9201_STAMPING: PMH 2 2007
 DN9201_MARK LOGO: USFWS
 DN9201_PROJECTION: RECESSED 10 CENTIMETERS
 DN9201_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DN9201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN9201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9201+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2012
 DN9201
 DN9201  HISTORY     - Date     Condition        Report By
 DN9201  HISTORY     - 20070601 MONUMENTED       USFWS
 DN9201  HISTORY     - 20120401 GOOD             USFWS
 DN9201
 DN9201                          STATION DESCRIPTION
 DN9201
 DN9201'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2012 (MJH)
 DN9201'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHEAST OF
 DN9201'HARBESON, 7.0 MI (11.3 KM) WEST-NORTHWEST OF LEWES AND 4.9 MI (7.9 KM)
 DN9201'NORTHEAST OF MILTON.  OWNERSHIP--U.S. GOVERNMENT.
 DN9201'
 DN9201'CONTACT THE REFUGE MANAGER AT 302-684-8419 TO OBTAIN PERMISSION TO
 DN9201'ACCESS THE STATION.
 DN9201'
 DN9201'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 1 AND DELWARE ROUTE
 DN9201'16, HEAD NORTHEAST ON DELAWARE ROUTE 16, BROADKILL ROAD FOR 1.2 MI
 DN9201'(1.9 KM) TO TURKLE POND ROAD.  TURN LEFT ONTO TURKLE POND ROAD AND
 DN9201'CONTINUE 1.5 MI (2.4 KM) TO THE STATION ON THE LEFT JUST BEFORE A
 DN9201'PARKING LOT AT THE END OF THE ROAD.
 DN9201'
 DN9201'IT IS 52.97 M (173.8 FT) EAST-NORTHEAST OF A UTILITY POLE NUMBERED
 DN9201'47851, 45.72 M (150.0 FT) NORTH-NORTHWEST OF A FLAG POLE, 36.95 M
 DN9201'(121.2 FT) NORTH-NORTHWEST OF THE NORTWEST CORNER OF A 20 FT (6.1 M) X
 DN9201'30 FT (9.1 M) WOOD FRAME OFFICE, 13.8 M (45.3 FT) SOUTH-SOUTHEAST OF A
 DN9201'12 INCH (30 CM) DOUBLE CHERRY TREE, 4.6 M (15.1 FT) WEST-SOUTHWEST OF
 DN9201'THE WESTERLY EDGE OF PAVEMENT OF A PARKING LOT AND SET IN THE TOP OF A
 DN9201'20-CM (8 INCH) ROUND CONCRETE POST AND ABOUT 10 CM (4 INCHES) LOWER
 DN9201'THAN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN9202 ***********************************************************************
 DN9202  DESIGNATION -  PMH 3
 DN9202  PID         -  DN9202
 DN9202  STATE/COUNTY-  DE/SUSSEX
 DN9202  COUNTRY     -  US
 DN9202  USGS QUAD   -  MISPILLION RIVER (2016)
 DN9202
 DN9202                         *CURRENT SURVEY CONTROL
 DN9202  ______________________________________________________________________
 DN9202* NAD 83(1986) POSITION- 38 52 47.60   (N) 075 16 17.45   (W)   HD_HELD1
 DN9202* NAVD 88 ORTHO HEIGHT -     0.616 (meters)        2.02  (feet) ADJUSTED
 DN9202  ______________________________________________________________________
 DN9202  GEOID HEIGHT    -        -35.449 (meters)                     GEOID18
 DN9202  DYNAMIC HEIGHT  -          0.616 (meters)        2.02  (feet) COMP
 DN9202  MODELED GRAVITY -    980,044.2   (mgal)                       NAVD 88
 DN9202
 DN9202  VERT ORDER      -  FIRST     CLASS II
 DN9202
 DN9202.The horizontal coordinates were determined by differentially corrected
 DN9202.hand held GPS observations or other comparable positioning techniques
 DN9202.and have an estimated accuracy of +/- 3 meters.
 DN9202
 DN9202.The orthometric height was determined by differential leveling and
 DN9202.adjusted by the NATIONAL GEODETIC SURVEY
 DN9202.in January 2013.
 DN9202
 DN9202.No vertical observational check was made to the station.
 DN9202
 DN9202.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9202.GEOID18 height accuracy estimate available here.
 DN9202
 DN9202.Click photographs - Photos may exist for this station.
 DN9202
 DN9202.The dynamic height is computed by dividing the NAVD 88
 DN9202.geopotential number by the normal gravity value computed on the
 DN9202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9202.degrees latitude (g = 980.6199 gals.).
 DN9202
 DN9202.The modeled gravity was interpolated from observed gravity values.
 DN9202
 DN9202;                    North         East    Units  Estimated Accuracy
 DN9202;SPC DE       -    97,681.4     212,595.2     MT  (+/- 3 meters HH1 GPS) 
 DN9202
 DN9202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7644903482(NAD 83)
 DN9202
 DN9202                          SUPERSEDED SURVEY CONTROL
 DN9202
 DN9202.No superseded survey control is available for this station.
 DN9202
 DN9202_MARKER: DD = SURVEY DISK
 DN9202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN9202_STAMPING: PMH 3 2007
 DN9202_MARK LOGO: USFWS
 DN9202_PROJECTION: RECESSED 10 CENTIMETERS
 DN9202_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DN9202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN9202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9202+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2012
 DN9202
 DN9202  HISTORY     - Date     Condition        Report By
 DN9202  HISTORY     - 20070601 MONUMENTED       USFWS
 DN9202  HISTORY     - 20120401 GOOD             USFWS
 DN9202
 DN9202                          STATION DESCRIPTION
 DN9202
 DN9202'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2012 (MJH)
 DN9202'THE STATION IS LOCATED ABOUT 9.6 MI (15.4 KM) EAST-NORTHEAST OF
 DN9202'ELLENDALE, 8.7 MI (14.0 KM) EAST-SOUTHEAST OF MILFORD AND 7.4 MI (11.9
 DN9202'KM) NORTH-NORTHEAST OF MILTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN9202'
 DN9202'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 1 AND DELAWARE ROUTE
 DN9202'16, PROCEED NORTHWESTERLY ON DELAWARE ROUTE 1 FOR 2.8 MI (4.5 KM) TURN
 DN9202'RIGHT ONTO PRIMEHOOK ROAD FOR 0.9 MI (1.4 KM) CONTINUE STRAIGHT ONTO
 DN9202'13 CURVES ROAD FOR 0.9 MI (1.4 KM) TURN LEFT ONTO DRAPER ROAD AND
 DN9202'CONTINUE 1.0 MI (1.6 KM) TURN RIGHT ONTO FOWLER BEACH ROAD AND
 DN9202'CONTINUE 2.5 MI (4.0 KM) TO THE STATION ON THE RIGHT.
 DN9202'
 DN9202'IT IS 76.47 M (250.9 FT) SOUTHWEST OF A FISH AND WILDLIFE SERVICE
 DN9202'-AREA CLOSED- SIGN, 17.50 M (57.4 FT) EAST OF THE NORTHERLY END OF A
 DN9202'12 IN CONCRETE DRAINAGE PIPE UNDER THE ROAD, 15.03 M (49.3 FT)
 DN9202'NORTHEAST OF THE SOUTHERLY END OF A 12 IN CONCRETE DRAINAGE PIPE UNDER
 DN9202'THE ROAD, 11.69 M (38.4 FT) EAST-SOUTHEAST OF THE WESTERLY GUARD RAIL
 DN9202'POST ON THE NORTH SIDE OF THE ROAD, 4 M (13.1 FT) SOUTHEAST OF THE
 DN9202'CENTERLINE OF FOWLER BEACH ROAD AND SET IN THE TOP OF A 20-CM (8 INCH)
 DN9202'ROUND CONCRETE POST AND ABOUT 10 CM (4 INCHES) LOWER THAN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN9203 ***********************************************************************
 DN9203  DESIGNATION -  PMH 4
 DN9203  PID         -  DN9203
 DN9203  STATE/COUNTY-  DE/SUSSEX
 DN9203  COUNTRY     -  US
 DN9203  USGS QUAD   -  MISPILLION RIVER (2016)
 DN9203
 DN9203                         *CURRENT SURVEY CONTROL
 DN9203  ______________________________________________________________________
 DN9203* NAD 83(1986) POSITION- 38 52 38.37   (N) 075 16 32.47   (W)   HD_HELD1
 DN9203* NAVD 88 ORTHO HEIGHT -     1.063 (meters)        3.49  (feet) ADJUSTED
 DN9203  ______________________________________________________________________
 DN9203  GEOID HEIGHT    -        -35.452 (meters)                     GEOID18
 DN9203  DYNAMIC HEIGHT  -          1.062 (meters)        3.48  (feet) COMP
 DN9203  MODELED GRAVITY -    980,043.9   (mgal)                       NAVD 88
 DN9203
 DN9203  VERT ORDER      -  FIRST     CLASS II
 DN9203
 DN9203.The horizontal coordinates were determined by differentially corrected
 DN9203.hand held GPS observations or other comparable positioning techniques
 DN9203.and have an estimated accuracy of +/- 3 meters.
 DN9203
 DN9203.The orthometric height was determined by differential leveling and
 DN9203.adjusted by the NATIONAL GEODETIC SURVEY
 DN9203.in January 2013.
 DN9203
 DN9203.No vertical observational check was made to the station.
 DN9203
 DN9203.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9203.GEOID18 height accuracy estimate available here.
 DN9203
 DN9203.Click photographs - Photos may exist for this station.
 DN9203
 DN9203.The dynamic height is computed by dividing the NAVD 88
 DN9203.geopotential number by the normal gravity value computed on the
 DN9203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9203.degrees latitude (g = 980.6199 gals.).
 DN9203
 DN9203.The modeled gravity was interpolated from observed gravity values.
 DN9203
 DN9203;                    North         East    Units  Estimated Accuracy
 DN9203;SPC DE       -    97,396.2     212,233.6     MT  (+/- 3 meters HH1 GPS) 
 DN9203
 DN9203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7608603199(NAD 83)
 DN9203
 DN9203                          SUPERSEDED SURVEY CONTROL
 DN9203
 DN9203.No superseded survey control is available for this station.
 DN9203
 DN9203_MARKER: DD = SURVEY DISK
 DN9203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN9203_STAMPING: PMH 4 2007
 DN9203_MARK LOGO: USFWS
 DN9203_PROJECTION: RECESSED 10 CENTIMETERS
 DN9203_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DN9203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN9203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9203+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 DN9203
 DN9203  HISTORY     - Date     Condition        Report By
 DN9203  HISTORY     - 20070601 MONUMENTED       USFWS
 DN9203  HISTORY     - 20120402 GOOD             USFWS
 DN9203
 DN9203                          STATION DESCRIPTION
 DN9203
 DN9203'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2012 (MJH)
 DN9203'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) EAST-NORTHEAST OF
 DN9203'ELLENDALE, 8.6 MI (13.8 KM) EAST-SOUTHEAST OF MILFORD AND 7.1 MI (11.4
 DN9203'KM) NORTH-NORTHEAST OF MILTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN9203'
 DN9203'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 1 AND DELAWARE ROUTE
 DN9203'16, PROCEED NORTHWESTERLY ON DELAWARE ROUTE 1 FOR 2.8 MI (4.5 KM) TURN
 DN9203'RIGHT ONTO PRIMEHOOK ROAD FOR 0.9 MI (1.4 KM) CONTINUE STRAIGHT ONTO
 DN9203'13 CURVES ROAD FOR 0.9 MI (1.4 KM) TURN LEFT ONTO DRAPER ROAD AND
 DN9203'CONTINUE 1.0 MI (1.6 KM) TURN RIGHT ONTO FOWLER BEACH ROAD AND
 DN9203'CONTINUE 2.3 MI (3.7 KM) TO THE STATION ON THE RIGHT.
 DN9203'
 DN9203'IT IS 23.5 M (77.1 FT) EAST OF THE CENTER LINE INTERSECTION OF FOWLER
 DN9203'BEACH ROAD AND SLAUGHTER CREEK, 11.75 M (38.5 FT) SOUTHEAST OF THE
 DN9203'WEST END OF A GUARDRAIL ON THE NORTH SIDE OF THE ROAD, 10.0 M (32.8
 DN9203'FT) NORTHEAST OF THE WEST END OF A GUARD RAIL ON THE SOUTH SIDE OF THE
 DN9203'ROAD, 7.05 M (23.1 FT) NORTH OF THE EASTERLY METAL GATE POST ON THE
 DN9203'SOUTH SIDE OF THE ROAD, 4.5 M (14.8 FT) SOUTHEAST OF THE CENTER LINE
 DN9203'OF FOWLER BEACH ROAD AND SET IN THE TOP OF A 20-CM (8 INCH) ROUND
 DN9203'CONCRETE POST AND ABOUT 10 CM (4 INCHES) LOWER THAN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN9204 ***********************************************************************
 DN9204  DESIGNATION -  PMH 5
 DN9204  PID         -  DN9204
 DN9204  STATE/COUNTY-  DE/SUSSEX
 DN9204  COUNTRY     -  US
 DN9204  USGS QUAD   -  MILTON (2016)
 DN9204
 DN9204                         *CURRENT SURVEY CONTROL
 DN9204  ______________________________________________________________________
 DN9204* NAD 83(1986) POSITION- 38 52 27.55   (N) 075 18 36.89   (W)   HD_HELD1
 DN9204* NAVD 88 ORTHO HEIGHT -     2.320 (meters)        7.61  (feet) ADJUSTED
 DN9204  ______________________________________________________________________
 DN9204  GEOID HEIGHT    -        -35.441 (meters)                     GEOID18
 DN9204  DYNAMIC HEIGHT  -          2.319 (meters)        7.61  (feet) COMP
 DN9204  MODELED GRAVITY -    980,042.5   (mgal)                       NAVD 88
 DN9204
 DN9204  VERT ORDER      -  FIRST     CLASS II
 DN9204
 DN9204.The horizontal coordinates were determined by differentially corrected
 DN9204.hand held GPS observations or other comparable positioning techniques
 DN9204.and have an estimated accuracy of +/- 3 meters.
 DN9204
 DN9204.The orthometric height was determined by differential leveling and
 DN9204.adjusted by the NATIONAL GEODETIC SURVEY
 DN9204.in January 2013.
 DN9204
 DN9204.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9204.GEOID18 height accuracy estimate available here.
 DN9204
 DN9204.Click photographs - Photos may exist for this station.
 DN9204
 DN9204.The dynamic height is computed by dividing the NAVD 88
 DN9204.geopotential number by the normal gravity value computed on the
 DN9204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9204.degrees latitude (g = 980.6199 gals.).
 DN9204
 DN9204.The modeled gravity was interpolated from observed gravity values.
 DN9204
 DN9204;                    North         East    Units  Estimated Accuracy
 DN9204;SPC DE       -    97,058.5     209,235.0     MT  (+/- 3 meters HH1 GPS) 
 DN9204
 DN9204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7308702875(NAD 83)
 DN9204
 DN9204                          SUPERSEDED SURVEY CONTROL
 DN9204
 DN9204.No superseded survey control is available for this station.
 DN9204
 DN9204_MARKER: DD = SURVEY DISK
 DN9204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN9204_STAMPING: PMH 5 2007
 DN9204_MARK LOGO: USFWS
 DN9204_PROJECTION: RECESSED 5 CENTIMETERS
 DN9204_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DN9204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN9204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9204+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2012
 DN9204
 DN9204  HISTORY     - Date     Condition        Report By
 DN9204  HISTORY     - 20070601 MONUMENTED       USFWS
 DN9204  HISTORY     - 20120404 GOOD             USFWS
 DN9204
 DN9204                          STATION DESCRIPTION
 DN9204
 DN9204'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2012 (MJH)
 DN9204'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTHEAST OF ELLENDALE,
 DN9204'6.9 MI (11.1 KM) EAST-SOUTHEAST OF MILFORD AND 6.7 MI (10.8 KM) NORTH
 DN9204'OF MILTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN9204'
 DN9204'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 1 AND DELAWARE ROUTE
 DN9204'16 PROCEED NORTHWESTERLY ON DELAWARE ROUTE 1 FOR 5.7 MI (9.2 KM) TURN
 DN9204'RIGHT ONTO BAKERFIELD ROAD CONTINUE 0.9 MI (1.4 KM) TURN LEFT ONTO
 DN9204'BUTTONWOOD ROAD FOR 0.7 MI (1.1 KM) TURN LEFT ONTO WELLS ROAD FOR 375
 DN9204'FT (114.3 M) TO THE STATION ON THE RIGHT.
 DN9204'
 DN9204'IT IS 98.1 M (321.8 FT) SOUTHEAST OF THE CENTER LINE INTERSECTION OF
 DN9204'WELLS ROAD AND A GRAVEL DRIVEWAY, 69.6 M (228.3 FT) NORTH-NORTHWEST OF
 DN9204'A UTILITY POLE NUMBERED 45550, 13.79 M (45.2 FT) NORTHEAST OF A
 DN9204'UTILITY POLE NUMBERED 45549, 5.66 M (18.6 FT) WEST OF A GUY POLE
 DN9204'NUMBERED 45551, 1.5 M (4.9 FT) NORTHEAST OF THE EASTERLY EDGE OF
 DN9204'PAVEMENT OF WELLS ROAD AND SET IN THE TOP OF A 20-CM (8 INCH) ROUND
 DN9204'CONCRETE POST AND ABOUT 15 CM (6 INCHES) LOWER THAN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN9205 ***********************************************************************
 DN9205  DESIGNATION -  PMH 6
 DN9205  PID         -  DN9205
 DN9205  STATE/COUNTY-  DE/SUSSEX
 DN9205  COUNTRY     -  US
 DN9205  USGS QUAD   -  MISPILLION RIVER (2016)
 DN9205
 DN9205                         *CURRENT SURVEY CONTROL
 DN9205  ______________________________________________________________________
 DN9205* NAD 83(1986) POSITION- 38 52 36.84   (N) 075 18 47.58   (W)   HD_HELD1
 DN9205* NAVD 88 ORTHO HEIGHT -     2.704 (meters)        8.87  (feet) ADJUSTED
 DN9205  ______________________________________________________________________
 DN9205  GEOID HEIGHT    -        -35.435 (meters)                     GEOID18
 DN9205  DYNAMIC HEIGHT  -          2.702 (meters)        8.86  (feet) COMP
 DN9205  MODELED GRAVITY -    980,042.7   (mgal)                       NAVD 88
 DN9205
 DN9205  VERT ORDER      -  FIRST     CLASS II
 DN9205
 DN9205.The horizontal coordinates were determined by differentially corrected
 DN9205.hand held GPS observations or other comparable positioning techniques
 DN9205.and have an estimated accuracy of +/- 3 meters.
 DN9205
 DN9205.The orthometric height was determined by differential leveling and
 DN9205.adjusted by the NATIONAL GEODETIC SURVEY
 DN9205.in January 2013.
 DN9205
 DN9205.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9205.GEOID18 height accuracy estimate available here.
 DN9205
 DN9205.Click photographs - Photos may exist for this station.
 DN9205
 DN9205.The dynamic height is computed by dividing the NAVD 88
 DN9205.geopotential number by the normal gravity value computed on the
 DN9205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9205.degrees latitude (g = 980.6199 gals.).
 DN9205
 DN9205.The modeled gravity was interpolated from observed gravity values.
 DN9205
 DN9205;                    North         East    Units  Estimated Accuracy
 DN9205;SPC DE       -    97,344.7     208,977.0     MT  (+/- 3 meters HH1 GPS) 
 DN9205
 DN9205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7283103162(NAD 83)
 DN9205
 DN9205                          SUPERSEDED SURVEY CONTROL
 DN9205
 DN9205.No superseded survey control is available for this station.
 DN9205
 DN9205_MARKER: DD = SURVEY DISK
 DN9205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN9205_STAMPING: PMH 6 2012
 DN9205_MARK LOGO: USFWS
 DN9205_PROJECTION: RECESSED 10 CENTIMETERS
 DN9205_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DN9205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN9205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9205+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 DN9205
 DN9205  HISTORY     - Date     Condition        Report By
 DN9205  HISTORY     - 20120209 MONUMENTED       USFWS
 DN9205
 DN9205                          STATION DESCRIPTION
 DN9205
 DN9205'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2012 (JCW)
 DN9205'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTHEAST OF ELLENDALE,
 DN9205'6.9 MI (11.1 KM) NORTH OF MILTON AND 6.7 MI (10.8 KM) EAST-SOUTHEAST
 DN9205'OF MILFORD.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN9205'
 DN9205'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 1 AND DELAWARE ROUTE
 DN9205'16 PROCEED NORTHWESTERLY ON DELAWARE ROUTE 1 FOR 5.7 MI (9.2 KM) TURN
 DN9205'RIGHT ONTO BAKERFIELD ROAD CONTINUE 0.9 MI (1.4 KM) TURN LEFT ONTO
 DN9205'BUTTONWOOD ROAD FOR 0.7 MI (1.1 KM) TURN LEFT ONTO WELLS ROAD FOR 0.3
 DN9205'MI (0.5 KM) TO THE STATION ON THE LEFT.
 DN9205'
 DN9205'IT IS 69.70 M (228.7 FT) SOUTHEAST OF A UTILITY POLE NUMBERED 45568,
 DN9205'52.7 M (172.9 FT) SOUTHEAST OF THE CENTERLINE INTERSECTION OF WELLS
 DN9205'ROAD AND FRED AND REDS ROAD -PRIVATE DRIVE-, 43.95 M (144.2 FT)
 DN9205'NORTHWEST OF A TELEPHONE PEDESTAL NUMBERED YF100C - 13, 4.0 M (13.1
 DN9205'FT) NORTHEAST OF A UTILITY POLE NUMBERED 45567, 1.2 M (3.9 FT)
 DN9205'SOUTHWEST OF THE WESTERLY EDGE OF PAVEMENT OF WELLS ROAD AND SET IN
 DN9205'THE TOP OF A 20-CM (8 INCH) ROUND CONCRETE POST AND ABOUT 10 CM (4
 DN9205'INCHES) LOWER THAN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3783 ***********************************************************************
 JU3783  DESIGNATION -  PORT PENN
 JU3783  PID         -  JU3783
 JU3783  STATE/COUNTY-  DE/NEW CASTLE
 JU3783  COUNTRY     -  US
 JU3783  USGS QUAD   -  DELAWARE CITY (2016)
 JU3783
 JU3783                         *CURRENT SURVEY CONTROL
 JU3783  ______________________________________________________________________
 JU3783* NAD 83(1991) POSITION- 39 32 02.33945(N) 075 34 43.26924(W)   ADJUSTED
 JU3783* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU3783  ______________________________________________________________________
 JU3783  GEOID HEIGHT    -        -33.488 (meters)                     GEOID18
 JU3783  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC18
 JU3783  HORZ ORDER      -  SECOND
 JU3783
 JU3783.The horizontal coordinates were established by classical geodetic methods
 JU3783.and adjusted by the National Geodetic Survey in January 1992.
 JU3783
 JU3783.The orthometric height was scaled from a topographic map.
 JU3783
 JU3783.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3783.GEOID18 height accuracy estimate available here.
 JU3783
 JU3783.Click photographs - Photos may exist for this station.
 JU3783
 JU3783.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3783
 JU3783. The following values were computed from the NAD 83(1991) position.
 JU3783
 JU3783;                    North         East     Units Scale Factor Converg.
 JU3783;SPC DE       -   170,300.774   186,071.027   MT  0.99999739   -0 06 11.3
 JU3783;SPC DE       -   558,728.46    610,468.03   sFT  0.99999739   -0 06 11.3
 JU3783;SPC NJ       -    78,333.315    57,271.958   MT  1.00000583   -0 41 12.0
 JU3783;SPC NJ       -   256,998.55    187,899.75   sFT  1.00000583   -0 41 12.0
 JU3783;UTM  18      - 4,376,195.856   450,269.233   MT  0.99963045   -0 22 06.1
 JU3783
 JU3783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3783!SPC DE       -   1.00000498  x   0.99999739  =   1.00000237
 JU3783!SPC NJ       -   1.00000498  x   1.00000583  =   1.00001081
 JU3783!UTM  18      -   1.00000498  x   0.99963045  =   0.99963543
 JU3783
 JU3783:                Primary Azimuth Mark                     Grid Az
 JU3783:SPC DE       -  DELAWARE CITY FORT DUPONT TANK           351 27 40.7
 JU3783:SPC NJ       -  DELAWARE CITY FORT DUPONT TANK           352 02 41.4
 JU3783:UTM  18      -  DELAWARE CITY FORT DUPONT TANK           351 43 35.5
 JU3783
 JU3783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5026976195(NAD 83)
 JU3783
 JU3783|---------------------------------------------------------------------|
 JU3783| PID    Reference Object                     Distance      Geod. Az  |
 JU3783|                                                           dddmmss.s |
 JU3783| JU3788 REEDY ISLAND QUARANTINE STA TK      APPROX. 2.5 KM 1454754.3 |
 JU3783| JU3786 PORT PENN PRESB CHURCH SPIRE        APPROX. 1.9 KM 1780804.5 |
 JU3783| JU3769 DELAWARE CITY STANDPIPE             APPROX. 4.7 KM 3433806.6 |
 JU3783| JU3770 DELAWARE CITY CHURCH SPIRE          APPROX. 4.7 KM 3442708.6 |
 JU3783| JU3772 DELAWARE CITY FORT DUPONT TANK      APPROX. 3.8 KM 3512129.4 |
 JU3783|---------------------------------------------------------------------|
 JU3783
 JU3783                          SUPERSEDED SURVEY CONTROL
 JU3783
 JU3783  NAD 83(1986)-  39 32 02.33219(N)    075 34 43.27783(W) AD(       ) 2
 JU3783  NAD 27      -  39 32 01.92700(N)    075 34 44.54400(W) AD(       ) 2
 JU3783
 JU3783.Superseded values are not recommended for survey control.
 JU3783
 JU3783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3783.See file dsdata.pdf to determine how the superseded data were derived.
 JU3783
 JU3783_MARKER: DS = TRIANGULATION STATION DISK
 JU3783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3783_STAMPING: PORT PENN 1933
 JU3783_MARK LOGO: CGS
 JU3783_PROJECTION: FLUSH
 JU3783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3783+STABILITY: SURFACE MOTION
 JU3783_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3783+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU3783
 JU3783  HISTORY     - Date     Condition        Report By
 JU3783  HISTORY     - 1933     MONUMENTED       CGS
 JU3783  HISTORY     - 1946     GOOD             CGS
 JU3783  HISTORY     - 20050615 GOOD             GEOCAC
 JU3783  HISTORY     - 20130711 GOOD             DELCOS
 JU3783
 JU3783                          STATION DESCRIPTION
 JU3783
 JU3783'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3783'THIS STATION IS ABOUT 1 MILE N OF PORT PENN.  AND 2.5 MILES S
 JU3783'OF DELAWARE CITY AT THE EDGE OF THE MARSH ALONG THE E SIDE OF
 JU3783'THE PORT PENN-DELAWARE CITY HIGHWAY.  THE MARK IS SET AT THE E
 JU3783'EDGE OF THE E SHOULDER OF THE HIGHWAY.  27 FEET E OF THE CENTER
 JU3783'LINE OF THE ROAD.  AND 70 FEET ESE OF TELEPHONE POLE
 JU3783'NO.112.  THE MARK IS SET FLUSH.
 JU3783'
 JU3783'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU3783'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 JU3783'
 JU3783'REFERENCE MARK NO.1 IS SSW OF THE STATION.  SET IN THE N END
 JU3783'OF THE CULVERT OF A ROAD LEADING INTO A FIELD TO THE W.  20
 JU3783'FEET W OF THE CENTER LINE OF THE HIGHWAY.  51 FEET SSE OF
 JU3783'TELEPHONE POLE NO.113.  AND 18 FEET E OF THE W RIGHT-OF-WAY FENCE.
 JU3783'
 JU3783'REFERENCE MARK NO.2 IS NW OF THE STATION.  38 FEET W OF THE
 JU3783'CENTER LINE OF THE HIGHWAY.  36 FEET N OF TELEPHONE POLE
 JU3783'NO.112.  AND 1 FOOT E OF THE W RIGHT-OF-WAY FENCE.  THE MARK
 JU3783'PROJECTS 4 INCHES.
 JU3783'
 JU3783'TO REACH FROM PORT PENN, GO N ON THE DELAWARE CITY HIGHWAY
 JU3783'1.1 MILES OR 0.25 MILE PAST A T-ROAD (W) TO THE STATION.  TO
 JU3783'REACH FROM DELAWARE CITY, GO S ON THE PORT PENN HIGHWAY 2.3
 JU3783'MILES FROM THE ENTRANCE TO FORT DUPONT TO THE STATION.  IT IS
 JU3783'ABOUT 0.3 MILE SW OF THE BAKER REAR RANGE LIGHT, LOCALLY KNOWN
 JU3783'AS THE PORT PENN LIGHT.
 JU3783
 JU3783                          STATION RECOVERY (1946)
 JU3783
 JU3783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3783'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU3783'OF STATION AND REFERENCE MARKS IS ADEQUATE.  DISTANCES TO
 JU3783'REFERENCE MARKS WERE MEASURED AND FOUND TO BE CORRECT.
 JU3783
 JU3783                          STATION RECOVERY (2005)
 JU3783
 JU3783'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU3783'RECOVERED IN GOOD CONDITION.
 JU3783
 JU3783                          STATION RECOVERY (2013)
 JU3783
 JU3783'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3783'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3786 ***********************************************************************
 JU3786  DESIGNATION -  PORT PENN PRESB CHURCH SPIRE
 JU3786  PID         -  JU3786
 JU3786  STATE/COUNTY-  DE/NEW CASTLE
 JU3786  COUNTRY     -  US
 JU3786  USGS QUAD   -  DELAWARE CITY (2016)
 JU3786
 JU3786                         *CURRENT SURVEY CONTROL
 JU3786  ______________________________________________________________________
 JU3786* NAD 83(1991) POSITION- 39 31 00.66446(N) 075 34 40.67580(W)   ADJUSTED
 JU3786  ______________________________________________________________________
 JU3786  GEOID HEIGHT    -        -33.536 (meters)                     GEOID18
 JU3786  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 JU3786  HORZ ORDER      -  THIRD
 JU3786
 JU3786.The horizontal coordinates were established by classical geodetic methods
 JU3786.and adjusted by the National Geodetic Survey in January 1992.
 JU3786
 JU3786.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3786.GEOID18 height accuracy estimate available here.
 JU3786
 JU3786.Click photographs - Photos may exist for this station.
 JU3786
 JU3786.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3786
 JU3786. The following values were computed from the NAD 83(1991) position.
 JU3786
 JU3786;                    North         East     Units Scale Factor Converg.
 JU3786;SPC DE       -   168,398.588   186,129.552   MT  0.99999737   -0 06 09.5
 JU3786;SPC DE       -   552,487.70    610,660.04   sFT  0.99999737   -0 06 09.5
 JU3786;SPC NJ       -    76,430.615    57,311.112   MT  1.00000574   -0 41 09.5
 JU3786;SPC NJ       -   250,756.11    188,028.21   sFT  1.00000574   -0 41 09.5
 JU3786;UTM  18      - 4,374,294.118   450,318.936   MT  0.99963039   -0 22 04.0
 JU3786
 JU3786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5031874294(NAD 83)
 JU3786
 JU3786                          SUPERSEDED SURVEY CONTROL
 JU3786
 JU3786  NAD 83(1986)-  39 31 00.65639(N)    075 34 40.68437(W) AD(       ) 3
 JU3786  NAD 27      -  39 31 00.25000(N)    075 34 41.95100(W) AD(       ) 3
 JU3786  USSD        -  39 31 00.68000(N)    075 34 41.82000(W) AD(       ) 3
 JU3786
 JU3786.Superseded values are not recommended for survey control.
 JU3786
 JU3786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3786.See file dsdata.pdf to determine how the superseded data were derived.
 JU3786
 JU3786_MARKER: 90 = CHURCH SPIRE
 JU3786_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3786+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 JU3786
 JU3786  HISTORY     - Date     Condition        Report By
 JU3786  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3786  HISTORY     - 1946     GOOD             CGS
 JU3786  HISTORY     - 20030323 GOOD             USPSQD
 JU3786  HISTORY     - 20050615 GOOD             GEOCAC
 JU3786
 JU3786                          STATION DESCRIPTION
 JU3786
 JU3786'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3786'ABOUT 60 FEET E FROM PORT PENN - DELAWARE CITY HIGHWAY, IN THE
 JU3786'EASTERN PART OF PORT PENN.  CHURCH IS A TWO-STORY RED-BRICK
 JU3786'BUILDING, LOWER STORY FOR SUNDAY SCHOOL, UPPER STORY FOR CHURCH.
 JU3786'
 JU3786'SPIRE OVER MAIN ENTRANCE, SLENDER, AND IS ABOUT 90 FEET TO TOP
 JU3786'FROM STREET.
 JU3786
 JU3786                          STATION RECOVERY (1946)
 JU3786
 JU3786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3786'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 JU3786
 JU3786                          STATION RECOVERY (2003)
 JU3786
 JU3786'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLG)
 JU3786'ADD TO DESCRIPTION - CHURCH IS THE FIRST PRESBYTERIAN CHURCH AT THE
 JU3786'INTERSECTION OF MARKET STREET AND STEWART STREET IN PORT PENN.  CHURCH
 JU3786'IS LOCATED .10 MILE EAST OF THE INTERSECTION OF ROUTE 9 AND MARKET
 JU3786'STREET IN PORT PENN.
 JU3786
 JU3786                          STATION RECOVERY (2005)
 JU3786
 JU3786'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU3786'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1809 ***********************************************************************
 JU1809  TIDAL BM    -  This is a Tidal Bench Mark.
 JU1809  DESIGNATION -  PORT PENN RM 1
 JU1809  PID         -  JU1809
 JU1809  STATE/COUNTY-  DE/NEW CASTLE
 JU1809  COUNTRY     -  US
 JU1809  USGS QUAD   -  DELAWARE CITY (2016)
 JU1809
 JU1809                         *CURRENT SURVEY CONTROL
 JU1809  ______________________________________________________________________
 JU1809* NAD 83(1986) POSITION- 39 32 00.83   (N) 075 34 43.73   (W)   HD_HELD1
 JU1809* NAVD 88 ORTHO HEIGHT -     2.427 (meters)        7.96  (feet) ADJUSTED
 JU1809  ______________________________________________________________________
 JU1809  GEOID HEIGHT    -        -33.489 (meters)                     GEOID18
 JU1809  DYNAMIC HEIGHT  -          2.426 (meters)        7.96  (feet) COMP
 JU1809  MODELED GRAVITY -    980,121.7   (mgal)                       NAVD 88
 JU1809
 JU1809  VERT ORDER      -  FIRST     CLASS I
 JU1809
 JU1809.The horizontal coordinates were determined by differentially corrected
 JU1809.hand held GPS observations or other comparable positioning techniques
 JU1809.and have an estimated accuracy of +/- 3 meters.
 JU1809
 JU1809.The orthometric height was determined by differential leveling and
 JU1809.adjusted by the NATIONAL GEODETIC SURVEY
 JU1809.in June 1991.
 JU1809
 JU1809.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1809.GEOID18 height accuracy estimate available here.
 JU1809
 JU1809.This Tidal Bench Mark is designated as VM 378
 JU1809.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU1809
 JU1809.Click photographs - Photos may exist for this station.
 JU1809
 JU1809.The dynamic height is computed by dividing the NAVD 88
 JU1809.geopotential number by the normal gravity value computed on the
 JU1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1809.degrees latitude (g = 980.6199 gals.).
 JU1809
 JU1809.The modeled gravity was interpolated from observed gravity values.
 JU1809
 JU1809;                    North         East    Units  Estimated Accuracy
 JU1809;SPC DE       -   170,254.2     186,059.9     MT  (+/- 3 meters HH1 GPS) 
 JU1809
 JU1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5025776149(NAD 83)
 JU1809
 JU1809                          SUPERSEDED SURVEY CONTROL
 JU1809
 JU1809  NGVD 29 (01/10/92)    2.663  (m)            8.74   (f) ADJUSTED    1 1
 JU1809  NGVD 29 (??/??/87)    2.663  (m)            8.74   (f) SUPERSEDED  1 1
 JU1809
 JU1809.Superseded values are not recommended for survey control.
 JU1809
 JU1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1809.See file dsdata.pdf to determine how the superseded data were derived.
 JU1809
 JU1809_MARKER: DR = REFERENCE MARK DISK
 JU1809_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU1809_SP_SET: CULVERT HEADWALL
 JU1809_STAMPING: PORT PENN NO 1 1933
 JU1809_MARK LOGO: CGS
 JU1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1809+STABILITY: SURFACE MOTION
 JU1809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1809+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1809
 JU1809  HISTORY     - Date     Condition        Report By
 JU1809  HISTORY     - 1933     MONUMENTED       CGS
 JU1809  HISTORY     - 1963     GOOD             CGS
 JU1809  HISTORY     - 1979     GOOD             NGS
 JU1809  HISTORY     - 19901126 GOOD             USPSQD
 JU1809  HISTORY     - 20050615 GOOD             GEOCAC
 JU1809  HISTORY     - 20130711 GOOD             DELCOS
 JU1809
 JU1809                          STATION DESCRIPTION
 JU1809
 JU1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1809'1.1 MI N FROM PORT PENN.
 JU1809'1.1 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE T INTERSECTION
 JU1809'OF MARKET STREET AT THE WEST EDGE OF PORT PENN, AT THE JUNCTION
 JU1809'OF A FARM ROAD LEADING WEST, SET ON TOP CENTER OF THE NORTH
 JU1809'CONCRETE HEAD WALL FOR A 12-INCH PIPE CULVERT UNDER THE FIELD
 JU1809'ROAD, 19.5 FEET WEST OF CENTERLINE OF THE HIGHWAY, 40 1/2 FEET
 JU1809'WEST-NORTHWEST AND ACROSS HIGHWAY FROM POWER POLE DP AND L3,
 JU1809'7 FEET NORTH OF CENTERLINE OF ROAD LEADING WEST, AND ABOUT 1/2
 JU1809'FOOT ABOVE LEVEL OF HIGHWAY.
 JU1809
 JU1809                          STATION RECOVERY (1979)
 JU1809
 JU1809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1809'RECOVERED IN GOOD CONDITION.
 JU1809
 JU1809                          STATION RECOVERY (1990)
 JU1809
 JU1809'RECOVERY NOTE BY US POWER SQUADRON 1990 (CSU)
 JU1809'RECOVERED IN GOOD CONDITION.
 JU1809
 JU1809                          STATION RECOVERY (2005)
 JU1809
 JU1809'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU1809'THE DESCRIBED POWER POLE IS NOW NUMBERED 47716 35664. ALSO, THE
 JU1809'REFERENCE MARK IS LOCATED ABOUT 24 FEET NORTH-NORTHEAST OF POLE 47709
 JU1809'35665.
 JU1809
 JU1809                          STATION RECOVERY (2013)
 JU1809
 JU1809'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1809'12YDS NORTH-NORTHEAST OF TELEPHONE POLE NUMBER 47709/35667 WITH SIREN
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1808 ***********************************************************************
 JU1808  TIDAL BM    -  This is a Tidal Bench Mark.
 JU1808  DESIGNATION -  PORT PENN RM 2
 JU1808  PID         -  JU1808
 JU1808  STATE/COUNTY-  DE/NEW CASTLE
 JU1808  COUNTRY     -  US
 JU1808  USGS QUAD   -  DELAWARE CITY (2016)
 JU1808
 JU1808                         *CURRENT SURVEY CONTROL
 JU1808  ______________________________________________________________________
 JU1808* NAD 83(1986) POSITION- 39 32 02.95   (N) 075 34 44.16   (W)   HD_HELD1
 JU1808* NAVD 88 ORTHO HEIGHT -     2.941 (meters)        9.65  (feet) ADJUSTED
 JU1808  ______________________________________________________________________
 JU1808  GEOID HEIGHT    -        -33.487 (meters)                     GEOID18
 JU1808  DYNAMIC HEIGHT  -          2.939 (meters)        9.64  (feet) COMP
 JU1808  MODELED GRAVITY -    980,121.7   (mgal)                       NAVD 88
 JU1808
 JU1808  VERT ORDER      -  FIRST     CLASS I
 JU1808
 JU1808.The horizontal coordinates were determined by differentially corrected
 JU1808.hand held GPS observations or other comparable positioning techniques
 JU1808.and have an estimated accuracy of +/- 3 meters.
 JU1808
 JU1808.The orthometric height was determined by differential leveling and
 JU1808.adjusted by the NATIONAL GEODETIC SURVEY
 JU1808.in June 1991.
 JU1808
 JU1808.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1808.GEOID18 height accuracy estimate available here.
 JU1808
 JU1808.This Tidal Bench Mark is designated as VM 384
 JU1808.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU1808
 JU1808.Click photographs - Photos may exist for this station.
 JU1808
 JU1808.The dynamic height is computed by dividing the NAVD 88
 JU1808.geopotential number by the normal gravity value computed on the
 JU1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1808.degrees latitude (g = 980.6199 gals.).
 JU1808
 JU1808.The modeled gravity was interpolated from observed gravity values.
 JU1808
 JU1808;                    North         East    Units  Estimated Accuracy
 JU1808;SPC DE       -   170,319.6     186,049.8     MT  (+/- 3 meters HH1 GPS) 
 JU1808
 JU1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5024876214(NAD 83)
 JU1808
 JU1808                          SUPERSEDED SURVEY CONTROL
 JU1808
 JU1808  NGVD 29 (01/10/92)    3.178  (m)           10.43   (f) ADJUSTED    1 1
 JU1808  NGVD 29 (??/??/87)    3.178  (m)           10.43   (f) SUPERSEDED  1 1
 JU1808
 JU1808.Superseded values are not recommended for survey control.
 JU1808
 JU1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1808.See file dsdata.pdf to determine how the superseded data were derived.
 JU1808
 JU1808_MARKER: DR = REFERENCE MARK DISK
 JU1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1808_STAMPING: PORT PENN NO 2 1933
 JU1808_MARK LOGO: CGS
 JU1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1808+STABILITY: SURFACE MOTION
 JU1808
 JU1808  HISTORY     - Date     Condition        Report By
 JU1808  HISTORY     - 1933     MONUMENTED       CGS
 JU1808  HISTORY     - 1963     GOOD             CGS
 JU1808  HISTORY     - 1979     GOOD             NGS
 JU1808  HISTORY     - 19891030 MARK NOT FOUND   USGS
 JU1808  HISTORY     - 19901126 MARK NOT FOUND   USPSQD
 JU1808  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 JU1808  HISTORY     - 20050615 MARK NOT FOUND   GEOCAC
 JU1808
 JU1808                          STATION DESCRIPTION
 JU1808
 JU1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1808'1.1 MI N FROM PORT PENN.
 JU1808'1.1 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE T INTERSECTION OF
 JU1808'MARKET STREET AT THE WEST EDGE OF PORT PENN, ABOUT 1.65 MILES
 JU1808'SOUTH ALONG STATE HIGHWAY 9 FROM THE SOUTH END OF THE DRAWBRIDGE
 JU1808'OVER THE DELAWARE AND CHESAPEAKE CANAL AT REEDY POINT, 148 FEET
 JU1808'SOUTHWEST AND ACROSS THE HIGHWAY FROM POWER POLE DP AND L4, 38.3
 JU1808'FEET WEST OF CENTERLINE OF HIGHWAY, 217 FEET NORTH OF POST PENN
 JU1808'R.M. 1 1933 DESCRIBED, ALONG THE EAST EDGE OF A CULTIVATED FIELD,
 JU1808'3 FEET ABOVE LEVEL OF HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 JU1808'POST PROJECTING 3 INCHES.  NOTE-- PORT PENN TRIANGULATION STATION
 JU1808'SEARCHED FOR BUT NOT RECOVERED THIS DATE.  NON-POSSESSION OF
 JU1808'TRIANGULATION DATA.
 JU1808
 JU1808                          STATION RECOVERY (1979)
 JU1808
 JU1808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1808'RECOVERED IN GOOD CONDITION.
 JU1808
 JU1808                          STATION RECOVERY (1989)
 JU1808
 JU1808'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989
 JU1808'MARK NOT FOUND.
 JU1808
 JU1808                          STATION RECOVERY (1990)
 JU1808
 JU1808'RECOVERY NOTE BY US POWER SQUADRON 1990 (CSU)
 JU1808'MARK NOT FOUND.
 JU1808
 JU1808                          STATION RECOVERY (2001)
 JU1808
 JU1808'RECOVERY NOTE BY US POWER SQUADRON 2001 (GB)
 JU1808'NEW BRIDGE AND ROAD EXPANSION AT REEDY POINT
 JU1808
 JU1808                          STATION RECOVERY (2005)
 JU1808
 JU1808'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU1808'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2024 ***********************************************************************
 HU2024  DESIGNATION -  PORTER
 HU2024  PID         -  HU2024
 HU2024  STATE/COUNTY-  DE/SUSSEX
 HU2024  COUNTRY     -  US
 HU2024  USGS QUAD   -  SHARPTOWN (2016)
 HU2024
 HU2024                         *CURRENT SURVEY CONTROL
 HU2024  ______________________________________________________________________
 HU2024* NAD 83(1991) POSITION- 38 34 33.26631(N) 075 42 09.32395(W)   ADJUSTED
 HU2024* NAVD 88 ORTHO HEIGHT -     7.3   (meters)       24.    (feet) VERTCON3
 HU2024  ______________________________________________________________________
 HU2024  GEOID HEIGHT    -        -35.555 (meters)                     GEOID18
 HU2024  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 HU2024  HORZ ORDER      -  SECOND
 HU2024
 HU2024.The horizontal coordinates were established by classical geodetic methods
 HU2024.and adjusted by the National Geodetic Survey in January 1992.
 HU2024
 HU2024.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2024
 HU2024.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2024.GEOID18 height accuracy estimate available here.
 HU2024
 HU2024.Click photographs - Photos may exist for this station.
 HU2024
 HU2024.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2024
 HU2024. The following values were computed from the NAD 83(1991) position.
 HU2024
 HU2024;                    North         East     Units Scale Factor Converg.
 HU2024;SPC DE       -    63,965.271   175,084.417   MT  1.00000264   -0 10 41.8
 HU2024;SPC DE       -   209,859.39    574,422.79   sFT  1.00000264   -0 10 41.8
 HU2024;SPC MD       -   101,732.624   513,049.851   MT  0.99996347   +0 48 51.5
 HU2024;SPC MD       -   333,767.78  1,683,231.05   sFT  0.99996347   +0 48 51.5
 HU2024;UTM  18      - 4,269,950.259   438,799.653   MT  0.99964612   -0 26 17.2
 HU2024
 HU2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2024!SPC DE       -   1.00000444  x   1.00000264  =   1.00000708
 HU2024!SPC MD       -   1.00000444  x   0.99996347  =   0.99996791
 HU2024!UTM  18      -   1.00000444  x   0.99964612  =   0.99965056
 HU2024
 HU2024:                Primary Azimuth Mark                     Grid Az
 HU2024:SPC DE       -  WHITE                                    355 48 09.2
 HU2024:SPC MD       -  WHITE                                    354 48 35.9
 HU2024:UTM  18      -  WHITE                                    356 03 44.6
 HU2024
 HU2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3879969950(NAD 83)
 HU2024
 HU2024|---------------------------------------------------------------------|
 HU2024| PID    Reference Object                     Distance      Geod. Az  |
 HU2024|                                                           dddmmss.s |
 HU2024| DC8301 PORTER RM 1                          21.623 METERS 09103     |
 HU2024| HU2006 LAUREL MARVIL PACKING TANK          APPROX.11.4 KM 0984045.8 |
 HU2024| HU2007 LAUREL WATER TANK                   APPROX.11.7 KM 1023704.2 |
 HU2024| DC8303 PORTER RM 3                          46.639 METERS 16555     |
 HU2024| HU2030 BOYCE AZ MK                         APPROX. 1.6 KM 1905223.0 |
 HU2024| DC8302 PORTER RM 2                          25.350 METERS 19521     |
 HU2024| HU2029 SHARPTOWN MUNICIPAL WATER TK        APPROX. 4.3 KM 1964049.5 |
 HU2024| HU2025 BOUNDARY MONUMENT 8 DEL MD           22.615 METERS 31632     |
 HU2024| HU2011 WHITE                               APPROX. 1.6 KM 3553727.4 |
 HU2024|---------------------------------------------------------------------|
 HU2024
 HU2024                          SUPERSEDED SURVEY CONTROL
 HU2024
 HU2024  NAD 83(1986)-  38 34 33.26109(N)    075 42 09.34356(W) AD(       ) 2
 HU2024  NAD 27      -  38 34 32.84740(N)    075 42 10.58510(W) AD(       ) 2
 HU2024  NGVD 29 (07/19/86)    7.5    (m)           25.     (f) VERT ANG       
 HU2024
 HU2024.Superseded values are not recommended for survey control.
 HU2024
 HU2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2024.See file dsdata.pdf to determine how the superseded data were derived.
 HU2024
 HU2024_MARKER: DS = TRIANGULATION STATION DISK
 HU2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2024_STAMPING: PORTER 1962
 HU2024_MARK LOGO: CGS
 HU2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2024+STABILITY: SURFACE MOTION
 HU2024
 HU2024  HISTORY     - Date     Condition        Report By
 HU2024  HISTORY     - 1962     MONUMENTED       CGS
 HU2024
 HU2024                          STATION DESCRIPTION
 HU2024
 HU2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU2024'THE STATION IS LOCATED IN A HEAVY WOODED AREA, 1.0 MILE NORTH
 HU2024'OF THE SMALL VILLAGE OF GALESTOWN, 2.5 MILES NORTH-NORTHEAST
 HU2024'OF SHARPTOWN AND ON PROPERTY OWNED BY MR. H.F. PORTER.
 HU2024'
 HU2024'TO REACH THE STATION FROM SHARPTOWN, GO NORTHWESTERLY ON
 HU2024'STATE HIGHWAY 313 FOR 0.8 MILE TO A SIDE ROAD RIGHT, TURN
 HU2024'RIGHT AND GO NORTHEAST ON THE MACADAM ROAD FOR 1.35 MILES TO
 HU2024'A CROSSROAD IN THE SMALL VILLAGE OF GALESTOWN, TURN RIGHT
 HU2024'ON A MACADAM ROAD AND GO ACROSS THE DAM FOR 0.15 MILE TO A
 HU2024'Y-FORK, TAKE THE RIGHT FORK AND GO SOUTHEASTERLY ON THE
 HU2024'SANDY ROAD FOR 0.75 MILE TO A DRIVEWAY LEFT, JUST BEFORE
 HU2024'REACHING THE RESIDENT OF MR. PORTER ON THE LEFT, TURN LEFT
 HU2024'AND GO NORTHERLY ON THE FIELD ROAD FOR 0.15 MILE TO WHERE
 HU2024'THE MAIN ROAD TURNS RIGHT, CONTINUE EAST ON THE FIELD ROAD
 HU2024'BETWEEN THE CULTIVATED FIELDS AND KEEP ON THE MAIN WOODS ROAD FOR
 HU2024'0.9 MILE TO A DIM WOODS ROAD RIGHT, TURN RIGHT AND GO
 HU2024'EAST-NORTHEAST ON THE DIM WOODS ROAD FOR ABOUT 500.0 FEET
 HU2024'TO THE STATION MARK AS DESCRIBED.
 HU2024'
 HU2024'THE STATION MARK IS A STANDARD DISK STAMPED PORTER 1962,
 HU2024'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 HU2024'INCHES ABOVE THE GROUND SURFACE.  IT IS 4.5 FEET
 HU2024'WEST-SOUTHWEST OF A STANDARD METAL WITNESS POST AND MARKER
 HU2024'AND 19.6 FEET EAST OF AN 8-INCH PINE TREE.
 HU2024'
 HU2024'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PORTER NO 1
 HU2024'1962, SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 HU2024'WITH THE GROUND SURFACE.  IT IS 15.0 FEET SOUTH OF A 12-INCH
 HU2024'PINE TREE AND 63.0 FEET EAST OF THE WITNESS POST.
 HU2024'
 HU2024'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PORTER NO 2 1962,
 HU2024'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 HU2024'THE GROUND SURFACE.  IT IS 25.0 FEET EAST OF A 12-INCH PINE
 HU2024'TREE AND 87.0 FEET SOUTH-SOUTHWEST OF THE WITNESS POST.
 HU2024'
 HU2024'REFERENCE MARK 3 IS A STANDARD DISK STAMPED PORTER NO 3
 HU2024'1962, SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HU2024'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 1.3 FEET NORTH OF
 HU2024'A STANDARD METAL WITNESS POST AND MARKER, 4.0 FEET NORTH OF A
 HU2024'14-INCH PINE TREE AND 12.0 FEET EAST OF THE APPROXIMATE
 HU2024'CENTER OF THE WOODS ROAD.
 HU2024'
 HU2024'BOUNDARY MONUMENT NO. 8 IS A 12 X 12 INCH LIMESTONE MONUMENT
 HU2024'MARKED WITH THE LETTERS M AND P AND PROJECTS ABOUT 26 INCHES ABOVE
 HU2024'THE GROUND SURFACE.  THE MONUMENT HAS BEEN BROKEN OFF AT THE
 HU2024'GROUND LEVEL AND THE TOP PORTION IS SETTING IN PLACE ON
 HU2024'THE FOUNDATION.  IT IS LOCATED 6.0 FEET SOUTH OF A 12-INCH
 HU2024'PINE TREE AND 74.0 FEET NORTHWEST OF THE WITNESS POST.
 HU2024'
 HU2024'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN9216 ***********************************************************************
 DN9216  DESIGNATION -  PRH 1
 DN9216  PID         -  DN9216
 DN9216  STATE/COUNTY-  DE/SUSSEX
 DN9216  COUNTRY     -  US
 DN9216  USGS QUAD   -  MISPILLION RIVER (2016)
 DN9216
 DN9216                         *CURRENT SURVEY CONTROL
 DN9216  ______________________________________________________________________
 DN9216* NAD 83(1986) POSITION- 38 54 22.95   (N) 075 18 33.29   (W)   HD_HELD1
 DN9216* NAVD 88 ORTHO HEIGHT -     0.775 (meters)        2.54  (feet) ADJUSTED
 DN9216  ______________________________________________________________________
 DN9216  GEOID HEIGHT    -        -35.381 (meters)                     GEOID18
 DN9216  DYNAMIC HEIGHT  -          0.774 (meters)        2.54  (feet) COMP
 DN9216  MODELED GRAVITY -    980,046.0   (mgal)                       NAVD 88
 DN9216
 DN9216  VERT ORDER      -  FIRST     CLASS II
 DN9216
 DN9216.The horizontal coordinates were determined by differentially corrected
 DN9216.hand held GPS observations or other comparable positioning techniques
 DN9216.and have an estimated accuracy of +/- 3 meters.
 DN9216
 DN9216.The orthometric height was determined by differential leveling and
 DN9216.adjusted by the NATIONAL GEODETIC SURVEY
 DN9216.in January 2013.
 DN9216
 DN9216.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9216.GEOID18 height accuracy estimate available here.
 DN9216
 DN9216.Click photographs - Photos may exist for this station.
 DN9216
 DN9216.The dynamic height is computed by dividing the NAVD 88
 DN9216.geopotential number by the normal gravity value computed on the
 DN9216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9216.degrees latitude (g = 980.6199 gals.).
 DN9216
 DN9216.The modeled gravity was interpolated from observed gravity values.
 DN9216
 DN9216;                    North         East    Units  Estimated Accuracy
 DN9216;SPC DE       -   100,617.2     209,317.6     MT  (+/- 3 meters HH1 GPS) 
 DN9216
 DN9216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7318606432(NAD 83)
 DN9216
 DN9216                          SUPERSEDED SURVEY CONTROL
 DN9216
 DN9216.No superseded survey control is available for this station.
 DN9216
 DN9216_MARKER: DD = SURVEY DISK
 DN9216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN9216_STAMPING: PRH 1 1993
 DN9216_MARK LOGO: USFWS
 DN9216_PROJECTION: FLUSH
 DN9216_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DN9216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9216+STABILITY: SURFACE MOTION
 DN9216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9216+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 DN9216
 DN9216  HISTORY     - Date     Condition        Report By
 DN9216  HISTORY     - 19930101 MONUMENTED       USFWS
 DN9216  HISTORY     - 20120620 GOOD             USFWS
 DN9216
 DN9216                          STATION DESCRIPTION
 DN9216
 DN9216'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2012 (MJH)
 DN9216'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTHEAST OF ELLENDALE,
 DN9216'8.9 MI (14.3 KM) NORTH OF MILTON AND 6.4 MI (10.3 KM) EAST OF MILFORD.
 DN9216'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN9216'
 DN9216'TO REACH FROM THE FIRE STATION AT SLAUGHTER BEACH, PROCEED
 DN9216'SOUTHEASTERLY ALONG BAY AVENUE FOR 400 FT (121.9 M) TURN RIGHT ONTO
 DN9216'SLAUGHTER BEACH ROAD FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.
 DN9216'
 DN9216'IT IS 127 M (416.7 FT) SOUTH-SOUTHWEST OF CENTER LINE OF SLAUGHTER
 DN9216'CREEK, 57.40 M (188.3 FT) SOUTH-SOUTHWEST OF A UTILITY POLE NUMBERED
 DN9216'298, 39.15 M (128.4 FT) NORTH-NORTHEAST OF A UTILITY POLE NUMBERED
 DN9216'296, 17.40 M (57.1 FT) SOUTH-SOUTHEAST OF A UTILITY POLE NUMBERED 297,
 DN9216'3.7 M (12.1 FT) EAST-SOUTHEAST OF THE CENTERLINE OF SLAUGHTER BEACH
 DN9216'ROAD AND SET IN THE TOP OF A 30-CM (12 INCH) ROUND CONCRETE POST AND
 DN9216'ABOUT 0.1 M (0.3 FT) LOWER THAN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN9217 ***********************************************************************
 DN9217  DESIGNATION -  PRH 1A
 DN9217  PID         -  DN9217
 DN9217  STATE/COUNTY-  DE/SUSSEX
 DN9217  COUNTRY     -  US
 DN9217  USGS QUAD   -  MISPILLION RIVER (2016)
 DN9217
 DN9217                         *CURRENT SURVEY CONTROL
 DN9217  ______________________________________________________________________
 DN9217* NAD 83(1986) POSITION- 38 54 42.27   (N) 075 18 18.62   (W)   HD_HELD1
 DN9217* NAVD 88 ORTHO HEIGHT -     0.795 (meters)        2.61  (feet) ADJUSTED
 DN9217  ______________________________________________________________________
 DN9217  GEOID HEIGHT    -        -35.372 (meters)                     GEOID18
 DN9217  DYNAMIC HEIGHT  -          0.795 (meters)        2.61  (feet) COMP
 DN9217  MODELED GRAVITY -    980,046.7   (mgal)                       NAVD 88
 DN9217
 DN9217  VERT ORDER      -  FIRST     CLASS II
 DN9217
 DN9217.The horizontal coordinates were determined by differentially corrected
 DN9217.hand held GPS observations or other comparable positioning techniques
 DN9217.and have an estimated accuracy of +/- 3 meters.
 DN9217
 DN9217.The orthometric height was determined by differential leveling and
 DN9217.adjusted by the NATIONAL GEODETIC SURVEY
 DN9217.in January 2013.
 DN9217
 DN9217.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9217.GEOID18 height accuracy estimate available here.
 DN9217
 DN9217.Click photographs - Photos may exist for this station.
 DN9217
 DN9217.The dynamic height is computed by dividing the NAVD 88
 DN9217.geopotential number by the normal gravity value computed on the
 DN9217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9217.degrees latitude (g = 980.6199 gals.).
 DN9217
 DN9217.The modeled gravity was interpolated from observed gravity values.
 DN9217
 DN9217;                    North         East    Units  Estimated Accuracy
 DN9217;SPC DE       -   101,213.4     209,670.3     MT  (+/- 3 meters HH1 GPS) 
 DN9217
 DN9217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7354107026(NAD 83)
 DN9217
 DN9217                          SUPERSEDED SURVEY CONTROL
 DN9217
 DN9217.No superseded survey control is available for this station.
 DN9217
 DN9217_MARKER: DD = SURVEY DISK
 DN9217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN9217_STAMPING: PRH 1A 1993
 DN9217_MARK LOGO: USFWS
 DN9217_PROJECTION: RECESSED 5 CENTIMETERS
 DN9217_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DN9217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9217+STABILITY: SURFACE MOTION
 DN9217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9217+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 DN9217
 DN9217  HISTORY     - Date     Condition        Report By
 DN9217  HISTORY     - 19930101 MONUMENTED       USFWS
 DN9217  HISTORY     - 20120620 GOOD             USFWS
 DN9217
 DN9217                          STATION DESCRIPTION
 DN9217
 DN9217'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2012 (MJH)
 DN9217'THE STATION IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTHEAST OF ELLENDALE,
 DN9217'9.3 MI (15.0 KM) NORTH OF MILTON AND 6.6 MI (10.6 KM) EAST OF MILFORD.
 DN9217'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN9217'
 DN9217'TO REACH FROM THE STATION FROM THE FIRE STATION IN SLAUGHTER BEACH,
 DN9217'PROCEED SOUTHEASTERLY FOR 400 FT (121.9 M) TURN RIGHT ONTO SLAUGHTER
 DN9217'BEACH ROAD FOR 355 FT (108.2 M) TO THE STATION ON THE LEFT.
 DN9217'
 DN9217'IT IS 53.12 M (174.3 FT) NORTH-NORTHEAST OF PUBLISHED MARK K 30, 29.83
 DN9217'M (97.9 FT) SOUTH-SOUTHWEST OF THE WESTERLY END OF A WOODEN -PRIMEHOOK
 DN9217'NATIONAL WILDLIFE REFUGE- SIGN, 29.05 M (95.3 FT) NORTH-NORTHEAST OF A
 DN9217'UTILITY POLE NUMBERED 311, 19.77 M (64.9 FT) SOUTH-SOUTHWEST OF THE
 DN9217'SOUTHERLY END OF A WOODEN INFORMATION KIOSK ON THE EAST SIDE OF THE
 DN9217'ROAD, 19.51 M (64.0 FT) SOUTH-SOUTHWEST OF A UTILITY POLE NUMBERED 312
 DN9217'AND SET IN THE TOP OF A 30-CM (12 INCH) ROUND CONCRETE POST AND ABOUT
 DN9217'0.05 M (0.2 FT) LOWER THAN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DN9218 ***********************************************************************
 DN9218  DESIGNATION -  PRH 2A
 DN9218  PID         -  DN9218
 DN9218  STATE/COUNTY-  DE/SUSSEX
 DN9218  COUNTRY     -  US
 DN9218  USGS QUAD   -  MILTON (2016)
 DN9218
 DN9218                         *CURRENT SURVEY CONTROL
 DN9218  ______________________________________________________________________
 DN9218* NAD 83(1986) POSITION- 38 51 15.92   (N) 075 15 49.67   (W)   HD_HELD1
 DN9218* NAVD 88 ORTHO HEIGHT -     0.921 (meters)        3.02  (feet) ADJUSTED
 DN9218  ______________________________________________________________________
 DN9218  GEOID HEIGHT    -        -35.496 (meters)                     GEOID18
 DN9218  DYNAMIC HEIGHT  -          0.921 (meters)        3.02  (feet) COMP
 DN9218  MODELED GRAVITY -    980,041.9   (mgal)                       NAVD 88
 DN9218
 DN9218  VERT ORDER      -  FIRST     CLASS II
 DN9218
 DN9218.The horizontal coordinates were determined by differentially corrected
 DN9218.hand held GPS observations or other comparable positioning techniques
 DN9218.and have an estimated accuracy of +/- 3 meters.
 DN9218
 DN9218.The orthometric height was determined by differential leveling and
 DN9218.adjusted by the NATIONAL GEODETIC SURVEY
 DN9218.in January 2013.
 DN9218
 DN9218.No vertical observational check was made to the station.
 DN9218
 DN9218.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9218.GEOID18 height accuracy estimate available here.
 DN9218
 DN9218.Click photographs - Photos may exist for this station.
 DN9218
 DN9218.The dynamic height is computed by dividing the NAVD 88
 DN9218.geopotential number by the normal gravity value computed on the
 DN9218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9218.degrees latitude (g = 980.6199 gals.).
 DN9218
 DN9218.The modeled gravity was interpolated from observed gravity values.
 DN9218
 DN9218;                    North         East    Units  Estimated Accuracy
 DN9218;SPC DE       -    94,855.4     213,269.6     MT  (+/- 3 meters HH1 GPS) 
 DN9218
 DN9218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7711000654(NAD 83)
 DN9218
 DN9218                          SUPERSEDED SURVEY CONTROL
 DN9218
 DN9218.No superseded survey control is available for this station.
 DN9218
 DN9218_STAMPING: PRH 2A 1993
 DN9218_MARK LOGO: USFWS
 DN9218_PROJECTION: FLUSH
 DN9218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9218+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2012
 DN9218
 DN9218  HISTORY     - Date     Condition        Report By
 DN9218  HISTORY     - 19930101 MONUMENTED       USFWS
 DN9218  HISTORY     - 20120619 GOOD             USFWS
 DN9218  HISTORY     - 20180613 MARK NOT FOUND   USFWS
 DN9218
 DN9218                          STATION DESCRIPTION
 DN9218
 DN9218'DESCRIBED BY US FISH AND WILDLIFE SERVICE 2012 (MJH)
 DN9218'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTH OF HARBESON, 8.7
 DN9218'MI (14.0 KM) NORTHWEST OF LEWES AND 5.9 MI (9.5 KM) NORTH-NORTHEAST OF
 DN9218'MILTON.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DN9218'
 DN9218'TO REACH FROM THE INTERSECTION OF DELAWARE ROUTE 1 AND DELAWARE ROUTE
 DN9218'16, PROCEED NORTHWESTERLY ALONG DELWARE ROUTE 1 FOR 2.8 MI (4.5 KM)
 DN9218'TURN RIGHT ONTO PRIMEHOOK ROAD FOR 0.9 MI (1.4 KM) TURN RIGHT WITH
 DN9218'PRIMEHOOK ROAD FOR 2.6 MI (4.2 KM) TO THE STATION ON THE LEFT.
 DN9218'
 DN9218'IT IS 16.4 M (53.8 FT) EAST-NORTHEAST OF A TELEPHONE PEDESTAL NUMBERED
 DN9218'ME88, 8.35 M (27.4 FT) NORTH-NORTHEAST OF THE SOUTHERLY END OF AN 18
 DN9218'IN CORRUGATED PLASTIC DRAINAGE PIPE UNDER THE ROAD, 4.2 M (13.8 FT)
 DN9218'EAST-SOUTHEAST OF THE NORTHERLY END OF AN 18 IN CORRUGATED PLASTIC
 DN9218'DRAINAGE PIPE UNDER THE ROAD, 3.45 M (11.3 FT) NORTH-NORTHEAST OF THE
 DN9218'CENTERLINE OF THE ROAD, 0.83 M (2.7 FT) EAST-SOUTHEAST OF A METAL
 DN9218'REFLECTOR POST ON THE NORTH SIDE OF THE ROAD AND SET IN THE TOP OF A
 DN9218'30-CM (12 INCH) ROUND CONCRETE POST AND ABOUT LEVEL WITH THE GROUND.
 DN9218
 DN9218                          STATION RECOVERY (2018)
 DN9218
 DN9218'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2018 (JHM)
 DN9218'MARK NOT FOUND WHILE EMPLOYING RTK AND METAL DETECTOR.  MAJOR ROAD
 DN9218'CONSTRUCTION OCCURRED ON THIS STATION LATE 2017 AND VERY LIKELY
 DN9218'DESTROYED THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0786 ***********************************************************************
 JU0786  DESIGNATION -  PRINTZ
 JU0786  PID         -  JU0786
 JU0786  STATE/COUNTY-  DE/NEW CASTLE
 JU0786  COUNTRY     -  US
 JU0786  USGS QUAD   -  MARCUS HOOK (2019)
 JU0786
 JU0786                         *CURRENT SURVEY CONTROL
 JU0786  ______________________________________________________________________
 JU0786* NAD 83(2011) POSITION- 39 47 45.21714(N) 075 27 27.67300(W)   ADJUSTED
 JU0786* NAD 83(2011) ELLIP HT-   -27.644 (meters)        (06/27/12)   ADJUSTED
 JU0786* NAD 83(2011) EPOCH   -  2010.00
 JU0786* NAVD 88 ORTHO HEIGHT -     5.321 (meters)       17.46  (feet) ADJUSTED
 JU0786  ______________________________________________________________________
 JU0786  GEOID HEIGHT    -        -32.948 (meters)                     GEOID18
 JU0786  NAD 83(2011) X  -  1,232,178.632 (meters)                     COMP
 JU0786  NAD 83(2011) Y  - -4,750,007.276 (meters)                     COMP
 JU0786  NAD 83(2011) Z  -  4,060,581.507 (meters)                     COMP
 JU0786  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 JU0786  DYNAMIC HEIGHT  -          5.319 (meters)       17.45  (feet) COMP
 JU0786  MODELED GRAVITY -    980,180.1   (mgal)                       NAVD 88
 JU0786
 JU0786  VERT ORDER      -  FIRST     CLASS II
 JU0786
 JU0786  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU0786  Standards:
 JU0786         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU0786            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU0786  -------------------------------------------------------------------
 JU0786  NETWORK    0.46   0.86           0.21   0.16   0.44     -0.02929032
 JU0786  -------------------------------------------------------------------
 JU0786  Click here for local accuracies and other accuracy information.
 JU0786
 JU0786.The horizontal coordinates were established by GPS observations
 JU0786.and adjusted by the National Geodetic Survey in June 2012.
 JU0786
 JU0786.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU0786.been affixed to the stable North American tectonic plate. See 
 JU0786.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU0786
 JU0786.The horizontal coordinates are valid at the epoch date displayed above
 JU0786.which is a decimal equivalence of Year/Month/Day.
 JU0786
 JU0786.The orthometric height was determined by differential leveling and
 JU0786.adjusted by the NATIONAL GEODETIC SURVEY
 JU0786.in June 1991.
 JU0786
 JU0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0786.GEOID18 height accuracy estimate available here.
 JU0786
 JU0786.Click photographs - Photos may exist for this station.
 JU0786
 JU0786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU0786
 JU0786.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU0786
 JU0786.The ellipsoidal height was determined by GPS observations
 JU0786.and is referenced to NAD 83.
 JU0786
 JU0786.The dynamic height is computed by dividing the NAVD 88
 JU0786.geopotential number by the normal gravity value computed on the
 JU0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0786.degrees latitude (g = 980.6199 gals.).
 JU0786
 JU0786.The modeled gravity was interpolated from observed gravity values.
 JU0786
 JU0786. The following values were computed from the NAD 83(2011) position.
 JU0786
 JU0786;                    North         East     Units Scale Factor Converg.
 JU0786;SPC DE       -   199,368.346   196,486.731   MT  0.99999515   -0 01 34.5
 JU0786;SPC DE       -   654,094.32    644,640.22   sFT  0.99999515   -0 01 34.5
 JU0786;SPC NJ       -   107,292.943    67,983.952   MT  0.99998279   -0 36 46.8
 JU0786;SPC NJ       -   352,010.26    223,044.02   sFT  0.99998279   -0 36 46.8
 JU0786;SPC PA S     -    53,908.517   796,313.754   MT  1.00002433   +1 29 14.1
 JU0786;SPC PA S     -   176,864.86  2,612,572.71   sFT  1.00002433   +1 29 14.1
 JU0786;UTM  18      - 4,405,203.983   460,815.833   MT  0.99961890   -0 17 34.6
 JU0786
 JU0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0786!SPC DE       -   1.00000434  x   0.99999515  =   0.99999949
 JU0786!SPC NJ       -   1.00000434  x   0.99998279  =   0.99998713
 JU0786!SPC PA S     -   1.00000434  x   1.00002433  =   1.00002867
 JU0786!UTM  18      -   1.00000434  x   0.99961890  =   0.99962324
 JU0786
 JU0786:                Primary Azimuth Mark                     Grid Az
 JU0786:SPC DE       -  WILMINGTON BROOK VIEW WATER TK           350 34 51.6
 JU0786:SPC NJ       -  WILMINGTON BROOK VIEW WATER TK           351 10 03.9
 JU0786:SPC PA S     -  WILMINGTON BROOK VIEW WATER TK           349 04 03.0
 JU0786:UTM  18      -  WILMINGTON BROOK VIEW WATER TK           350 50 51.7
 JU0786
 JU0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6081505203(NAD 83)
 JU0786
 JU0786|---------------------------------------------------------------------|
 JU0786| PID    Reference Object                     Distance      Geod. Az  |
 JU0786|                                                           dddmmss.s |
 JU0786| JU0787 PRINTZ RM 1                           9.922 METERS 12602     |
 JU0786| JU0788 PRINTZ RM 2                          10.256 METERS 23039     |
 JU0786| JU3642 WILMINGTON VILLA MONTARAY TANK      APPROX. 4.6 KM 2363934.6 |
 JU0786| JU3313 WILMINGTON HOLLY OAK TANK           APPROX. 1.3 KM 2562614.4 |
 JU0786| JU3314 WILMINGTON ASHBOURNE HILLS TK       APPROX. 2.2 KM 3325707.8 |
 JU0786| JU3338 WILMINGTON BROOK VIEW WATER TK      APPROX. 0.8 KM 3503317.1 |
 JU0786|---------------------------------------------------------------------|
 JU0786
 JU0786                          SUPERSEDED SURVEY CONTROL
 JU0786
 JU0786  NAD 83(2007)-  39 47 45.21746(N)    075 27 27.67381(W) AD(2002.00) 0
 JU0786  ELLIP H (02/10/07)  -27.628  (m)                       GP(2002.00)    
 JU0786  ELLIP H (09/25/02)  -27.600  (m)                       GP(       ) 4 1
 JU0786  NAD 83(1991)-  39 47 45.21737(N)    075 27 27.67413(W) AD(       ) 1
 JU0786  ELLIP H (03/31/00)  -27.603  (m)                       GP(       ) 3 1
 JU0786  NAD 83(1991)-  39 47 45.21011(N)    075 27 27.67626(W) AD(       ) 2
 JU0786  NAD 83(1986)-  39 47 45.20949(N)    075 27 27.67890(W) AD(       ) 2
 JU0786  NAD 27      -  39 47 44.80080(N)    075 27 28.97560(W) AD(       ) 2
 JU0786  NAVD 88               5.32   (m)           17.5    (f) LEVELING    3  
 JU0786  NGVD 29 (01/10/92)    5.591  (m)           18.34   (f) ADJUSTED    1 2
 JU0786  NGVD 29 (??/??/87)    5.596  (m)           18.36   (f) SUPERSEDED  1 2
 JU0786  NGVD 29               5.66   (m)           18.6    (f) LEVELING    3  
 JU0786
 JU0786.Superseded values are not recommended for survey control.
 JU0786
 JU0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0786.See file dsdata.pdf to determine how the superseded data were derived.
 JU0786
 JU0786_MARKER: DS = TRIANGULATION STATION DISK
 JU0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0786_STAMPING: PRINTZ 1959
 JU0786_MARK LOGO: CGS
 JU0786_PROJECTION: FLUSH
 JU0786_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0786+STABILITY: SURFACE MOTION
 JU0786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU0786+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2015
 JU0786
 JU0786  HISTORY     - Date     Condition        Report By
 JU0786  HISTORY     - 1959     MONUMENTED       CGS
 JU0786  HISTORY     - 1965     GOOD             CGS
 JU0786  HISTORY     - 1965     GOOD             CGS
 JU0786  HISTORY     - 1979     GOOD             NGS
 JU0786  HISTORY     - 1979     GOOD             UDE
 JU0786  HISTORY     - 1980     GOOD             LOCENG
 JU0786  HISTORY     - 19910417 GOOD             USPSQD
 JU0786  HISTORY     - 19990301 GOOD             PADT
 JU0786  HISTORY     - 19990621 GOOD             NJGS
 JU0786  HISTORY     - 20020429 GOOD             JCLS
 JU0786  HISTORY     - 20030303 GOOD             NGS
 JU0786  HISTORY     - 20060305 GOOD             USPSQD
 JU0786  HISTORY     - 20070522 GOOD             PADT
 JU0786  HISTORY     - 20090205 GOOD             INDIV
 JU0786  HISTORY     - 20091112 GOOD             JCLS
 JU0786  HISTORY     - 20100901 GOOD             JCLS
 JU0786  HISTORY     - 20120306 GOOD             JMTMD
 JU0786  HISTORY     - 20130711 GOOD             DELCOS
 JU0786  HISTORY     - 20140618 GOOD             JCLS
 JU0786  HISTORY     - 20150209 GOOD             CDICOR
 JU0786
 JU0786                          STATION DESCRIPTION
 JU0786
 JU0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU0786'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF THE WILMINGTON
 JU0786'POST OFFICE, AND ABOUT 0.1 MILE NORTHWEST OF THE DELAWARE
 JU0786'RIVER AND 50 YARDS SOUTH-SOUTHWEST OF A ESSO SERVICE
 JU0786'STATION.  IT IS 29-1/2 FEET NORTH OF A MANHOLE, 25 FEET
 JU0786'SOUTH-SOUTHWEST OF A TELEPHONE SIGN, 48 FEET EAST OF THE
 JU0786'CENTERLINE OF U.S. HIGHWAY NO. 13 ALTERNATE AND 53 FEET
 JU0786'NORTH-NORTHWEST OF A NARROW STREET.  THE MARK IS A
 JU0786'STANDARD TRIANGULATION DISK, SET IN A 10 BY 10 INCH CONCRETE
 JU0786'MONUMENT FLUSH WITH THE GROUND, THE DISK IS STAMPED PRINTZ
 JU0786'1959.
 JU0786'
 JU0786'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 13 AND
 JU0786'U.S. HIGHWAY NO. 13 ALTERNATE, NORTHEAST OF WILMINGTON, GO
 JU0786'SOUTHERLY ON U.S. HIGHWAY 13 ALTERNATE FOR 0.35 MILE, STATION
 JU0786'IS ON EAST (LEFT) SIDE OF HIGHWAY AS DESCRIBED.
 JU0786'
 JU0786'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 JU0786'IN A 10 BY 10 INCH CONCRETE MONUMENT FLUSH WITH THE GROUND, THE
 JU0786'DISK IS STAMPED PRINTZ NO 1 1959.  IT IS 22 FEET
 JU0786'NORTH-NORTHWEST OF CENTERLINE OF A NARROW STREET, 9 FEET
 JU0786'SOUTH-SOUTHEAST OF CENTER OF A SMALL DITCH, 29 FEET
 JU0786'EAST-SOUTHEAST OF MANHOLE AND 45-1/2 FEET SOUTH OF TELEPHONE
 JU0786'SIGN.
 JU0786'
 JU0786'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET
 JU0786'IN A 10 BY 10 INCH CONCRETE MONUMENT FLUSH WITH THE GROUND,
 JU0786'THE DISK IS STAMPED PRINTZ NO 2 1959.  IT IS 28 FEET
 JU0786'EAST-SOUTHEAST OF CENTERLINE OF U.S. HIGHWAY NO. 13 ALTERNATE, 24
 JU0786'FEET NORTHWEST OF MANHOLE AND 53 FEET NORTH-NORTHWEST
 JU0786'OF CENTER OF A NARROW STREET.
 JU0786'
 JU0786'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 JU0786
 JU0786                          STATION RECOVERY (1965)
 JU0786
 JU0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 JU0786'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 JU0786'FOUND IN GOOD CONDITION.
 JU0786'
 JU0786'THE ORIGINAL DESCRIPTION IS RATHER VAGUE AND NOT TOO
 JU0786'ACCURATE.  A COMPLETE NEW DESCRIPTION IS GIVEN BELOW.
 JU0786'
 JU0786'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF THE
 JU0786'WILMINGTON POST OFFICE, 0.1 MILE NORTHWEST OF THE DELAWARE
 JU0786'RIVER, 50 YARDS SOUTH-SOUTHWEST OF AN ESSO SERVICE STATION
 JU0786'AND WHERE U.S. HIGHWAY 13 A MAKES A RELATIVELY SHARP CURVE
 JU0786'TO THE LEFT, IN A NORTHERLY DIRECTION.  IT IS 47 FEET
 JU0786'NORTHWEST OF THE APPROXIMATE CENTERLINE OF A MACADAM STREET, 46
 JU0786'FEET SOUTH-SOUTHWEST OF AN ESSO SIGN POST, 29 FEET
 JU0786'NORTH-NORTHEAST OF A GRATED STORM DRAIN COVER, 32 FEET
 JU0786'SOUTH-SOUTHEAST OF A MANHOLE COVER AND 48 FEET EAST OF THE
 JU0786'CENTERLINE OF THE NORTHEAST BOUND TRAFFIC LANE.  THE
 JU0786'MONUMENT IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 JU0786'PRINTZ 1959.
 JU0786'
 JU0786'REFERENCE MARK 1 IS 32.55 FEET SOUTHEAST OF THE STATION,
 JU0786'28 FEET EAST-NORTHEAST OF A GRATED STORM COVER, 15-1/2 FEET
 JU0786'NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF A MACADAM
 JU0786'STREET, 28 FEET EAST-NORTHEAST OF THE GRATED STORM DRAIN COVER
 JU0786'AND 10 FEET SOUTH-SOUTHEAST OF A DRAINAGE DITCH.  THE MONUMENT
 JU0786'IS FLUSH AND THE DISK IS STAMPED PRINTZ NO 1 1959.
 JU0786'
 JU0786'REFERENCE MARK NO. 2 IS 33.65 FEET SOUTHWEST OF THE STATION, 48
 JU0786'FEET SOUTH-SOUTHWEST OF A ROUND MANHOLE COVER, 27 FEET
 JU0786'EAST-SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND LANE OF
 JU0786'U.S. HIGHWAY 13 A AND 24 FEET WEST-NORTHWEST OF THE GRATED STORM
 JU0786'DRAIN COVER.  THE MONUMENT IS FLUSH WITH THE GROUND AND THE DISK
 JU0786'IS STAMPED PRINTZ NO 2 1959.
 JU0786'
 JU0786'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 13 AND 13
 JU0786'ALTERNATE, NORTHEAST OF WILMINGTON (THE SOUTHWEST ONE OF TWO SUCH
 JU0786'JUNCTIONS), GO SOUTH ON HIGHWAY 13 ALTERNATE FOR 0.35 MILE TO A
 JU0786'ESSO SERVICE STATION ON THE LEFT AND THE STATION ON THE LEFT
 JU0786'AS DESCRIBED.
 JU0786
 JU0786                          STATION RECOVERY (1965)
 JU0786
 JU0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JU0786'4.1 MI NE FROM WILMINGTON.
 JU0786'4.1 MILES NORTHEAST ALONG GOVERNOR PRINTZ BLVD. (U.S. HIGHWAY 13 A)
 JU0786'FROM OVERPASS OF EDGEMOOR ROAD OVER HIGHWAY, ABOUT 0.35 MILE
 JU0786'SOUTH ALONG U.S. HIGHWAY 13 A FROM THE JUNCTION OF U.S. HIGHWAY
 JU0786'13 (PHILADELPHIA PIKE), AT THE OUTSIDE OF A CURVE IN HIGHWAY
 JU0786'13 A, 45 FEET EAST-SOUTHEAST OF CENTERLINE OF NORTH BOUND LANE
 JU0786'OF HIGHWAY, IN A GRASSY TRIANGLE BETWEEN HIGHWAY 13 A, A
 JU0786'BLACK TOP ROAD LEADING EAST-NORTHEAST AND A DRIVE TO ESSO
 JU0786'SERVICE CENTER, 52 1/2 FEET NORTH-NORTHWEST OF CENTERLINE OF
 JU0786'BLACK TOP ROAD, 27 1/2 FEET NORTH OF NORTH CORNER OF A 1 1/2
 JU0786'BY 3-FOOT IRON GRILL COVERED MANHOLE, 143 1/2 FEET SOUTH-SOUTHWEST
 JU0786'OF WEST CORNER OF ESSO STATION, 33.6 FEET NORTHEAST OF RM NO. 2,
 JU0786'32.5 FEET NORTHWEST OF RM NO. 1, ABOUT LEVEL WITH ROADS AND SET
 JU0786'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JU0786
 JU0786                          STATION RECOVERY (1979)
 JU0786
 JU0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0786'RECOVERED IN GOOD CONDITION.
 JU0786
 JU0786                          STATION RECOVERY (1979)
 JU0786
 JU0786'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1979
 JU0786'RECOVERED IN GOOD CONDITION.
 JU0786
 JU0786                          STATION RECOVERY (1980)
 JU0786
 JU0786'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (WW)
 JU0786'RECOVERED BY VANDEMARK LYNCH INC.
 JU0786'
 JU0786'PRINTZ-1959 GOOD
 JU0786'
 JU0786'PRINTZ-NO. 1-1959 GOOD
 JU0786'
 JU0786'PRINTZ-NO. 2-1959 GOOD
 JU0786'
 JU0786'STATION AND REFERENCE MARKS ADEQUATLY DESCRIBED.
 JU0786
 JU0786                          STATION RECOVERY (1991)
 JU0786
 JU0786'RECOVERY NOTE BY US POWER SQUADRON 1991 (WHG)
 JU0786'RECOVERED IN GOOD CONDITION.
 JU0786
 JU0786                          STATION RECOVERY (1999)
 JU0786
 JU0786'RECOVERY NOTE BY PA DEPT OF TRANSP 1999
 JU0786'RECOVERED IN GOOD CONDITION.
 JU0786
 JU0786                          STATION RECOVERY (1999)
 JU0786
 JU0786'RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (JVS)
 JU0786'RECOVERED AS DESCRIBED WITH A NEW DESCRIPTION TO FOLLOW.  THE STATION
 JU0786'IS LOCATED IN CLAYMONT ABOUT 6 MI (9.7 KM) NORTHEAST FROM THE CITY OF
 JU0786'WILMINGTON.  TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 JU0786'HIGHWAY 95 AND U.S.  HIGHWAY 13, THE PHILADELPHIA PIKE, GO SOUTHWEST
 JU0786'ON U.S.  HIGHWAY 13 FOR 0.5 MI (0.8 KM) TO THE INTERSECTION WITH U.S.
 JU0786'HIGHWAY 13 ALTERNATE ON THE LEFT.  TURN LEFT AND GO SOUTHEAST ON U.S.
 JU0786'HIGHWAY 13 ALTERNATE FOR 0.35 MI (0.56 KM) TO THE STATION ON THE LEFT,
 JU0786'ON THE OUTSIDE OF A SHARP CURVE BEARING TO THE RIGHT AND SET FLUSH IN
 JU0786'THE LAWN AT THE INTERSECTION OF GOVERNOR PRINTZ BOULEVARD AND GOVERNOR
 JU0786'PRINTZ ENTENSION.  THE STATION IS 9.7 M (31.8 FT) SOUTH SOUTHEAST FROM
 JU0786'A SANITARY SEWER MANHOLE, 15.6 M (51.2 FT) NORTH NORTHEAST FROM THE
 JU0786'END POST OF A GUIDE RAIL AT THE SOUTHWEST NOSE OF THE LAWN, 18.7 M
 JU0786'(61.4 FT) NORTH NORTHEAST FROM A STOP SIGN AT THE JUNCTION OF GOVERNOR
 JU0786'PRINTZ BOULEVARD AND GOVERNOR PRINTZ EXTENSION, 21.0 M (68.9 FT)
 JU0786'NORTHEAST FROM THE NOSE OF THE GUIDERAIL, 7.0 M (23.0 FT) SOUTHEAST
 JU0786'FROM THE SOUTHEAST FACE OF THE GUIDERAIL, 16.0 M (52.5 FT) SOUTH FROM
 JU0786'THE MOST NORTHERN POST OF THE GUIDERAIL AND 15.5 M (50.9 FT) NORTHWEST
 JU0786'FROM THE CENTERLINE OF GOVERNOR PRINTZ EXTENSION.
 JU0786
 JU0786                          STATION RECOVERY (2002)
 JU0786
 JU0786'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 JU0786'RECOVERED IN GOOD CONDITION.
 JU0786
 JU0786                          STATION RECOVERY (2003)
 JU0786
 JU0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (VCP)
 JU0786'RECOVERED AS DESCRIBED.
 JU0786'
 JU0786
 JU0786                          STATION RECOVERY (2006)
 JU0786
 JU0786'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAL)
 JU0786'RECOVERED IN GOOD CONDITION.
 JU0786
 JU0786                          STATION RECOVERY (2007)
 JU0786
 JU0786'RECOVERY NOTE BY PA DEPT OF TRANSP 2007 (MBJ)
 JU0786'RECOVERED IN GOOD CONDITION.
 JU0786
 JU0786                          STATION RECOVERY (2009)
 JU0786
 JU0786'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (JFS)
 JU0786'DESCRIPTION IS ADEQUATE
 JU0786
 JU0786                          STATION RECOVERY (2009)
 JU0786
 JU0786'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2009
 JU0786'RECOVERED IN GOOD CONDITION.
 JU0786
 JU0786                          STATION RECOVERY (2010)
 JU0786
 JU0786'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 JU0786'RECOVERED IN GOOD CONDITION.
 JU0786
 JU0786                          STATION RECOVERY (2012)
 JU0786
 JU0786'RECOVERY NOTE BY JMT ENGINEERING 2012 (CJH)
 JU0786'RECOVERED IN GOOD CONDITION.
 JU0786
 JU0786                          STATION RECOVERY (2013)
 JU0786
 JU0786'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU0786'RECOVERED IN GOOD CONDITION.
 JU0786
 JU0786                          STATION RECOVERY (2014)
 JU0786
 JU0786'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2014 (MRY)
 JU0786'RECOVERED IN GOOD CONDITION.
 JU0786
 JU0786                          STATION RECOVERY (2015)
 JU0786
 JU0786'RECOVERY NOTE BY CDI CORPORATION 2015 (SL)
 JU0786'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0788 ***********************************************************************
 JU0788  DESIGNATION -  PRINTZ RM 2
 JU0788  PID         -  JU0788
 JU0788  STATE/COUNTY-  DE/NEW CASTLE
 JU0788  COUNTRY     -  US
 JU0788  USGS QUAD   -  MARCUS HOOK (2019)
 JU0788
 JU0788                         *CURRENT SURVEY CONTROL
 JU0788  ______________________________________________________________________
 JU0788* NAD 83(1986) POSITION- 39 47 45.01   (N) 075 27 28.01   (W)   HD_HELD1
 JU0788* NAVD 88 ORTHO HEIGHT -     5.346 (meters)       17.54  (feet) ADJUSTED
 JU0788  ______________________________________________________________________
 JU0788  GEOID HEIGHT    -        -32.948 (meters)                     GEOID18
 JU0788  DYNAMIC HEIGHT  -          5.343 (meters)       17.53  (feet) COMP
 JU0788  MODELED GRAVITY -    980,180.3   (mgal)                       NAVD 88
 JU0788
 JU0788  VERT ORDER      -  FIRST     CLASS II
 JU0788
 JU0788.The horizontal coordinates were determined by differentially corrected
 JU0788.hand held GPS observations or other comparable positioning techniques
 JU0788.and have an estimated accuracy of +/- 3 meters.
 JU0788
 JU0788.The orthometric height was determined by differential leveling and
 JU0788.adjusted by the NATIONAL GEODETIC SURVEY
 JU0788.in June 1991.
 JU0788
 JU0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0788.GEOID18 height accuracy estimate available here.
 JU0788
 JU0788.Click photographs - Photos may exist for this station.
 JU0788
 JU0788.The dynamic height is computed by dividing the NAVD 88
 JU0788.geopotential number by the normal gravity value computed on the
 JU0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0788.degrees latitude (g = 980.6199 gals.).
 JU0788
 JU0788.The modeled gravity was interpolated from observed gravity values.
 JU0788
 JU0788;                    North         East    Units  Estimated Accuracy
 JU0788;SPC DE       -   199,362.0     196,478.7     MT  (+/- 3 meters HH1 GPS) 
 JU0788
 JU0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6080705197(NAD 83)
 JU0788
 JU0788                          SUPERSEDED SURVEY CONTROL
 JU0788
 JU0788  NGVD 29 (01/10/92)    5.615  (m)           18.42   (f) ADJUSTED    1 2
 JU0788  NGVD 29 (??/??/87)    5.621  (m)           18.44   (f) SUPERSEDED  1 2
 JU0788
 JU0788.Superseded values are not recommended for survey control.
 JU0788
 JU0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0788.See file dsdata.pdf to determine how the superseded data were derived.
 JU0788
 JU0788_MARKER: DR = REFERENCE MARK DISK
 JU0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0788_STAMPING: PRINTZ NO 2 1959
 JU0788_MARK LOGO: CGS
 JU0788_PROJECTION: RECESSED 3 CENTIMETERS
 JU0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0788+STABILITY: SURFACE MOTION
 JU0788_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU0788+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 JU0788
 JU0788  HISTORY     - Date     Condition        Report By
 JU0788  HISTORY     - 1959     MONUMENTED       CGS
 JU0788  HISTORY     - 1965     GOOD             CGS
 JU0788  HISTORY     - 1979     GOOD             NGS
 JU0788  HISTORY     - 1979     GOOD             UDE
 JU0788  HISTORY     - 20060305 GOOD             USPSQD
 JU0788  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU0788
 JU0788                          STATION DESCRIPTION
 JU0788
 JU0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU0788'4.1 MI NE FROM WILMINGTON.
 JU0788'33.6 FEET SOUTHWEST OF TRINAGULATION STATION PRINTZ, DESCRIBED,
 JU0788'27 FEET EAST-SOUTHEAST OF CENTERLINE OF NORTH BOUND TRAFFIC
 JU0788'LANE OF HIGHWAY, 51 FEET NORTH-NORTHWEST OF CENTERLINE OF BLACK
 JU0788'TOP ROAD, 52.3 FEET WEST OF RM NO. 1, AND SET IN THE TOP OF A
 JU0788'CONCRETE POST ABOUT 1 INCH BELOW SURFACE OF GROUND.
 JU0788
 JU0788                          STATION RECOVERY (1979)
 JU0788
 JU0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0788'RECOVERED IN GOOD CONDITION.
 JU0788
 JU0788                          STATION RECOVERY (1979)
 JU0788
 JU0788'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1979
 JU0788'RECOVERED IN GOOD CONDITION.
 JU0788
 JU0788                          STATION RECOVERY (2006)
 JU0788
 JU0788'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAL)
 JU0788'RECOVERED IN GOOD CONDITION.
 JU0788
 JU0788                          STATION RECOVERY (2013)
 JU0788
 JU0788'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU0788'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0848 ***********************************************************************
 HU0848  DESIGNATION -  PTS 1
 HU0848  PID         -  HU0848
 HU0848  STATE/COUNTY-  DE/KENT
 HU0848  COUNTRY     -  US
 HU0848  USGS QUAD   -  HARRINGTON (2016)
 HU0848
 HU0848                         *CURRENT SURVEY CONTROL
 HU0848  ______________________________________________________________________
 HU0848* NAD 83(1986) POSITION- 38 58 08.     (N) 075 37 01.     (W)   SCALED
 HU0848* NAVD 88 ORTHO HEIGHT -    18.934 (meters)       62.12  (feet) ADJUSTED
 HU0848  ______________________________________________________________________
 HU0848  GEOID HEIGHT    -        -34.938 (meters)                     GEOID18
 HU0848  DYNAMIC HEIGHT  -         18.923 (meters)       62.08  (feet) COMP
 HU0848  MODELED GRAVITY -    980,050.9   (mgal)                       NAVD 88
 HU0848
 HU0848  VERT ORDER      -  SECOND    CLASS 0
 HU0848
 HU0848.The horizontal coordinates were scaled from a map and have
 HU0848.an estimated accuracy of +/- 6 seconds.
 HU0848
 HU0848.The orthometric height was determined by differential leveling and
 HU0848.adjusted by the NATIONAL GEODETIC SURVEY
 HU0848.in June 1991.
 HU0848
 HU0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0848.GEOID18 height accuracy estimate available here.
 HU0848
 HU0848.Click photographs - Photos may exist for this station.
 HU0848
 HU0848.The dynamic height is computed by dividing the NAVD 88
 HU0848.geopotential number by the normal gravity value computed on the
 HU0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0848.degrees latitude (g = 980.6199 gals.).
 HU0848
 HU0848.The modeled gravity was interpolated from observed gravity values.
 HU0848
 HU0848;                    North         East    Units  Estimated Accuracy
 HU0848;SPC DE       -   107,570.      182,640.      MT  (+/- 180 meters Scaled)
 HU0848
 HU0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ465135(NAD 83)
 HU0848
 HU0848                          SUPERSEDED SURVEY CONTROL
 HU0848
 HU0848  NGVD 29 (11/26/84)   19.174  (m)           62.91   (f) ADJUSTED    2 0
 HU0848
 HU0848.Superseded values are not recommended for survey control.
 HU0848
 HU0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0848.See file dsdata.pdf to determine how the superseded data were derived.
 HU0848
 HU0848_MARKER: P = PIPE CAP
 HU0848_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HU0848_STAMPING: PRIM TRAV STA NO 1
 HU0848_MARK LOGO: USGS
 HU0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0848
 HU0848  HISTORY     - Date     Condition        Report By
 HU0848  HISTORY     - UNK      MONUMENTED       USGS
 HU0848  HISTORY     - 1942     GOOD             CGS
 HU0848  HISTORY     - 1964     MARK NOT FOUND   CGS
 HU0848  HISTORY     - 20120326 MARK NOT FOUND   DELCOS
 HU0848
 HU0848                          STATION DESCRIPTION
 HU0848
 HU0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0848'AT MASTERS CORNER.
 HU0848'AT MASTERS CORNER, KENT COUNTY, 181 FEET EAST OF THE CENTER OF
 HU0848'THE INTERSECTION, 75.3 FEET WEST OF POLE 181, 30.5 FEET NORTHWEST
 HU0848'OF THE NORTHWEST CORNER OF A ONE STORY WHITE HOUSE, IN THE
 HU0848'NORTHWEST CORNER OF THE YARD, AND 18.6 FEET SOUTH OF THE CENTERLINE
 HU0848'OF A DIRT ROAD.  A U.S. GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 HU0848'PRIM TRAV STA NO 1 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 HU0848
 HU0848                          STATION RECOVERY (1964)
 HU0848
 HU0848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HU0848'MARK NOT FOUND.
 HU0848
 HU0848                          STATION RECOVERY (2012)
 HU0848
 HU0848'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0848'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0771 ***********************************************************************
 HU0771  DESIGNATION -  PTS 15
 HU0771  PID         -  HU0771
 HU0771  STATE/COUNTY-  DE/SUSSEX
 HU0771  COUNTRY     -  US
 HU0771  USGS QUAD   -  SEAFORD EAST (2016)
 HU0771
 HU0771                         *CURRENT SURVEY CONTROL
 HU0771  ______________________________________________________________________
 HU0771* NAD 83(1986) POSITION- 38 38 25.7    (N) 075 36 49.0    (W)   HD_HELD2
 HU0771* NAVD 88 ORTHO HEIGHT -     8.506 (meters)       27.91  (feet) ADJUSTED
 HU0771  ______________________________________________________________________
 HU0771  GEOID HEIGHT    -        -35.583 (meters)                     GEOID18
 HU0771  DYNAMIC HEIGHT  -          8.500 (meters)       27.89  (feet) COMP
 HU0771  MODELED GRAVITY -    980,018.2   (mgal)                       NAVD 88
 HU0771
 HU0771  VERT ORDER      -  FIRST     CLASS I
 HU0771
 HU0771.The horizontal coordinates were established by autonomous hand held GPS
 HU0771.observations and have an estimated accuracy of +/- 10 meters.
 HU0771
 HU0771.The orthometric height was determined by differential leveling and
 HU0771.adjusted by the NATIONAL GEODETIC SURVEY
 HU0771.in June 1991.
 HU0771
 HU0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0771.GEOID18 height accuracy estimate available here.
 HU0771
 HU0771.Click photographs - Photos may exist for this station.
 HU0771
 HU0771.The dynamic height is computed by dividing the NAVD 88
 HU0771.geopotential number by the normal gravity value computed on the
 HU0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0771.degrees latitude (g = 980.6199 gals.).
 HU0771
 HU0771.The modeled gravity was interpolated from observed gravity values.
 HU0771
 HU0771;                    North         East    Units  Estimated Accuracy
 HU0771;SPC DE       -    71,112.      182,853.      MT  (+/- 10 meters HH2 GPS)
 HU0771
 HU0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4659877059(NAD 83)
 HU0771
 HU0771                          SUPERSEDED SURVEY CONTROL
 HU0771
 HU0771  NGVD 29 (11/26/84)    8.753  (m)           28.72   (f) ADJUSTED    1 1
 HU0771
 HU0771.Superseded values are not recommended for survey control.
 HU0771
 HU0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0771.See file dsdata.pdf to determine how the superseded data were derived.
 HU0771
 HU0771_MARKER: DB = BENCH MARK DISK
 HU0771_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0771_SP_SET: BUILDING
 HU0771_STAMPING: PRIM TRAV STA NO 15 29 BALTO 1910
 HU0771_MARK LOGO: USGS
 HU0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0771+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2022
 HU0771
 HU0771  HISTORY     - Date     Condition        Report By
 HU0771  HISTORY     - 1910     MONUMENTED       USGS
 HU0771  HISTORY     - 1963     GOOD             CGS
 HU0771  HISTORY     - 20030712 POOR             GEOCAC
 HU0771  HISTORY     - 20051111 POOR             USPSQD
 HU0771  HISTORY     - 20111120 GOOD             GEOCAC
 HU0771  HISTORY     - 20130611 GOOD             DELCOS
 HU0771  HISTORY     - 20221031 GOOD             USPSQD
 HU0771
 HU0771                          STATION DESCRIPTION
 HU0771
 HU0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0771'AT SEAFORD.
 HU0771'AT SEAFORD, ALONG MAIN STREET, AT THE INTERSECTION OF CORNWALL
 HU0771'STREET, SET VERTICALLY IN THE DOORSILL AT THE LEFT OF ENTRANCE TO
 HU0771'THE SUSSEX GAS COMPANY BUILDING, 30 FEET NORTH OF CENTER LINE OF
 HU0771'MAIN STREET, 32 FEET WEST OF CENTER LINE OF CORNWALL STREET, AND
 HU0771'ABOUT 1/2 FOOT ABOVE LEVEL OF SIDEWALK.
 HU0771
 HU0771                          STATION RECOVERY (2003)
 HU0771
 HU0771'RECOVERY NOTE BY GEOCACHING 2003 (DJW)
 HU0771'CURRENT HISTORY READS THAT MARK IS AT INTERSECTION OF MAIN ST. AND
 HU0771'CORNWELL ST. AT A COMPANY KNOWN AS SUSSEX GAS COMPANY.  MAIN ST. IS
 HU0771'NOW HIGH STREET, CORNWELL ST. IS NOW CONWELL STREET.  BUILDING IS
 HU0771'OCCUPIED BY CRANBERRY HILL UNIQUE GIFTS, ADDRESS OF 130 HIGH ST.
 HU0771'SEAFORD, DE 19973.  THE LOCATION LISTED IS ACTUALLY CORRECT (GPS
 HU0771'COORDINATES ARE 100 PERCENT ACCURATE) JUST THE STREET NAMES HAVE
 HU0771'CHANGED.
 HU0771
 HU0771                          STATION RECOVERY (2005)
 HU0771
 HU0771'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 HU0771'2003 RECOVERY NOTES WERE EXACT.  THE RIGHT THIRD OF THE MARK HAS
 HU0771'BROKEN OFF AND IS MISSING.
 HU0771
 HU0771                          STATION RECOVERY (2011)
 HU0771
 HU0771'RECOVERY NOTE BY GEOCACHING 2011 (MFM)
 HU0771'RECOVERED AS DESCRIBED.
 HU0771
 HU0771                          STATION RECOVERY (2013)
 HU0771
 HU0771'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0771'RECOVERED IN GOOD CONDITION.
 HU0771
 HU0771                          STATION RECOVERY (2022)
 HU0771
 HU0771'RECOVERY NOTE BY US POWER SQUADRON 2022 (RJR)
 HU0771'STORE IS NOW STUDIO NINE21.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0780 ***********************************************************************
 HU0780  DESIGNATION -  PTS 16
 HU0780  PID         -  HU0780
 HU0780  STATE/COUNTY-  DE/SUSSEX
 HU0780  COUNTRY     -  US
 HU0780  USGS QUAD   -  LAUREL (2016)
 HU0780
 HU0780                         *CURRENT SURVEY CONTROL
 HU0780  ______________________________________________________________________
 HU0780* NAD 83(1986) POSITION- 38 35 06.14   (N) 075 35 00.47   (W)   HD_HELD1
 HU0780* NAVD 88 ORTHO HEIGHT -    12.315 (meters)       40.40  (feet) ADJUSTED
 HU0780  ______________________________________________________________________
 HU0780  GEOID HEIGHT    -        -35.644 (meters)                     GEOID18
 HU0780  DYNAMIC HEIGHT  -         12.307 (meters)       40.38  (feet) COMP
 HU0780  MODELED GRAVITY -    980,015.7   (mgal)                       NAVD 88
 HU0780
 HU0780  VERT ORDER      -  FIRST     CLASS I
 HU0780
 HU0780.The horizontal coordinates were determined by differentially corrected
 HU0780.hand held GPS observations or other comparable positioning techniques
 HU0780.and have an estimated accuracy of +/- 3 meters.
 HU0780
 HU0780.The orthometric height was determined by differential leveling and
 HU0780.adjusted by the NATIONAL GEODETIC SURVEY
 HU0780.in June 1991.
 HU0780
 HU0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0780.GEOID18 height accuracy estimate available here.
 HU0780
 HU0780.Click photographs - Photos may exist for this station.
 HU0780
 HU0780.The dynamic height is computed by dividing the NAVD 88
 HU0780.geopotential number by the normal gravity value computed on the
 HU0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0780.degrees latitude (g = 980.6199 gals.).
 HU0780
 HU0780.The modeled gravity was interpolated from observed gravity values.
 HU0780
 HU0780;                    North         East    Units  Estimated Accuracy
 HU0780;SPC DE       -    64,953.4     185,467.0     MT  (+/- 3 meters HH1 GPS) 
 HU0780
 HU0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4918270890(NAD 83)
 HU0780
 HU0780                          SUPERSEDED SURVEY CONTROL
 HU0780
 HU0780  NGVD 29 (11/26/84)   12.563  (m)           41.22   (f) ADJUSTED    1 1
 HU0780
 HU0780.Superseded values are not recommended for survey control.
 HU0780
 HU0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0780.See file dsdata.pdf to determine how the superseded data were derived.
 HU0780
 HU0780_MARKER: DD = SURVEY DISK
 HU0780_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0780_SP_SET: BUILDING
 HU0780_STAMPING: PRIM TRAV STA NO 16 41
 HU0780_MARK LOGO: USGS
 HU0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0780
 HU0780  HISTORY     - Date     Condition        Report By
 HU0780  HISTORY     - 1900     MONUMENTED       USGS
 HU0780  HISTORY     - 1963     GOOD             CGS
 HU0780
 HU0780                          STATION DESCRIPTION
 HU0780
 HU0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0780'2.8 MI N FROM LAUREL.
 HU0780'2.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0780'AT LAUREL, THENCE 0.15 MILE EAST ALONG A BLACK TOP ROAD, THENCE
 HU0780'0.1 MILE SOUTH ALONG U.S. HIGHWAY 13 ALTERNATE, AT THE SMALL
 HU0780'COMMUNITY OF BROAD CREEK, SET VERTICALLY IN THE WEST FACE OF THE
 HU0780'BRICK FOUNDATION FOR A HOUSE PRESENTLY OWNED BY MR. J.B. HALL,
 HU0780'56 FEET EAST OF CENTER LINE OF HIGHWAY, NEAR THE NORTHWEST CORNER
 HU0780'OF HOUSE, 29 FEET NORTH OF CENTER LINE OF DRIVEWAY TO HOUSE, AND
 HU0780'ABOUT 1/2 FOOT ABOVE LEVEL OF GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3900 ***********************************************************************
 JU3900  DESIGNATION -  PURPLE
 JU3900  PID         -  JU3900
 JU3900  STATE/COUNTY-  DE/NEW CASTLE
 JU3900  COUNTRY     -  US
 JU3900  USGS QUAD   -  ELKTON (2016)
 JU3900
 JU3900                         *CURRENT SURVEY CONTROL
 JU3900  ______________________________________________________________________
 JU3900* NAD 83(1991) POSITION- 39 31 07.52100(N) 075 46 38.04477(W)   ADJUSTED
 JU3900* NAVD 88 ORTHO HEIGHT -    12.3   (meters)       40.    (feet) VERTCON3
 JU3900  ______________________________________________________________________
 JU3900  GEOID HEIGHT    -        -33.352 (meters)                     GEOID18
 JU3900  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 JU3900  HORZ ORDER      -  SECOND
 JU3900
 JU3900.The horizontal coordinates were established by classical geodetic methods
 JU3900.and adjusted by the National Geodetic Survey in January 1992.
 JU3900
 JU3900.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3900
 JU3900.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3900.GEOID18 height accuracy estimate available here.
 JU3900
 JU3900.Click photographs - Photos may exist for this station.
 JU3900
 JU3900.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3900
 JU3900. The following values were computed from the NAD 83(1991) position.
 JU3900
 JU3900;                    North         East     Units Scale Factor Converg.
 JU3900;SPC DE       -   168,659.703   168,994.767   MT  1.00000683   -0 13 46.0
 JU3900;SPC DE       -   553,344.38    554,443.66   sFT  1.00000683   -0 13 46.0
 JU3900;SPC MD       -   206,301.492   505,144.151   MT  1.00001275   +0 46 02.8
 JU3900;SPC MD       -   676,840.81  1,657,293.77   sFT  1.00001275   +0 46 02.8
 JU3900;UTM  18      - 4,374,634.400   433,191.700   MT  0.99965495   -0 29 40.5
 JU3900
 JU3900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3900!SPC DE       -   1.00000331  x   1.00000683  =   1.00001014
 JU3900!SPC MD       -   1.00000331  x   1.00001275  =   1.00001606
 JU3900!UTM  18      -   1.00000331  x   0.99965495  =   0.99965826
 JU3900
 JU3900:                Primary Azimuth Mark                     Grid Az
 JU3900:SPC DE       -  PURPLE AZ MK                             027 42 46.4
 JU3900:SPC MD       -  PURPLE AZ MK                             026 42 57.6
 JU3900:UTM  18      -  PURPLE AZ MK                             027 58 40.9
 JU3900
 JU3900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3319174634(NAD 83)
 JU3900
 JU3900|---------------------------------------------------------------------|
 JU3900| PID    Reference Object                     Distance      Geod. Az  |
 JU3900|                                                           dddmmss.s |
 JU3900| CB2900 PURPLE RM 1                          28.414 METERS 00653     |
 JU3900| CB2899 PURPLE AZ MK                                       0272900.4 |
 JU3900| JU3896 BOUNDARY MONUMENT 73 1976            68.478 METERS 27739     |
 JU3900| CB2901 PURPLE RM 2                          25.999 METERS 27745     |
 JU3900| JU3915 CHESAPEAKE CITY MUNICIPAL TANK      APPROX. 3.6 KM 2870936.0 |
 JU3900| JU3916 PURPLE A POINT                       30.117 METERS 31301     |
 JU3900| JU3902 BETHEL RM 3                         APPROX. 1.6 KM 3540831.5 |
 JU3900|---------------------------------------------------------------------|
 JU3900
 JU3900                          SUPERSEDED SURVEY CONTROL
 JU3900
 JU3900  NAD 83(1986)-  39 31 07.51404(N)    075 46 38.05214(W) AD(       ) 2
 JU3900  NAD 27      -  39 31 07.11440(N)    075 46 39.28870(W) AD(       ) 2
 JU3900  NGVD 29 (07/19/86)   12.5    (m)           41.     (f) VERT ANG       
 JU3900
 JU3900.Superseded values are not recommended for survey control.
 JU3900
 JU3900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3900.See file dsdata.pdf to determine how the superseded data were derived.
 JU3900
 JU3900_MARKER: DS = TRIANGULATION STATION DISK
 JU3900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3900_STAMPING: PURPLE 1961
 JU3900_MARK LOGO: CGS
 JU3900_PROJECTION: FLUSH
 JU3900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3900+STABILITY: SURFACE MOTION
 JU3900
 JU3900  HISTORY     - Date     Condition        Report By
 JU3900  HISTORY     - 1961     MONUMENTED       CGS
 JU3900  HISTORY     - 1975     GOOD             NGS
 JU3900  HISTORY     - 1976     SEE DESCRIPTION  NGS
 JU3900
 JU3900                          STATION DESCRIPTION
 JU3900
 JU3900'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3900'THE STATION IS LOCATED IN THE SOUTH EDGE OF A CULTIVATED FIELD,
 JU3900'2.0 MILES EAST-SOUTHEAST OF CHESEPEAK CITY, 6.0 MILES NORTHWEST
 JU3900'OF MIDDLETOWN AND ON PROPERTY OWNED BY MR. RALPH GORDY.
 JU3900'
 JU3900'TO REACH THE STATION FROM THE POST OFFICE IN CHESEPEAK CITY,
 JU3900'GO EASTERLY ON THE MACADAM ROAD ALONG THE SOUTH EDGE OF THE
 JU3900'CANAL FOR 0.5 MILE TO A T-ROAD JUNCTION, TURN RIGHT AND GO
 JU3900'EAST ON A CONCRETE ROAD FOR 1.45 MILES TO A CROSS ROAD,
 JU3900'CONTINUE EAST FOR 0.25 MILE TO THE STATE LINE AND A DRIVEWAY
 JU3900'RIGHT, TO REACH THE AZIMUTH MARK CONTINUE EAST ON THE MACADAM
 JU3900'ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT, TURN RIGHT
 JU3900'AND GO SOUTH ON THE DRIVEWAY TO THE END AND THEN CONTINUE
 JU3900'SOUTH-SOUTHEAST ACROSS THE CULTIVATED FIELD FOR 0.15 MILE
 JU3900'TO A GAP IN THE EAST AND WEST FENCE LINE AND THE STATION
 JU3900'AS DESCRIBED.
 JU3900'
 JU3900'THE STATION MARK IS A STANDARD DISK STAMPED PURPLE 1961, SET
 JU3900'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 JU3900'GROUND SURFACE.  IT IS 8.0 FEET NORTH OF THE EAST AND WEST
 JU3900'FENCE LINE AND 13.2 FEET NORTHWEST OF A STANDARD METAL WITNESS
 JU3900'POST AND MARKER.
 JU3900'
 JU3900'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PURPLE NO 1 1961,
 JU3900'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 JU3900'THE GROUND SURFACE.  IT IS 101.0 FEET NORTH OF THE EAST AND
 JU3900'WEST FENCE LINE AND 105.0 FEET NORTH-NORTHWEST OF THE WITNESS
 JU3900'POST.
 JU3900'
 JU3900'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PURPLE NO 2 1961,
 JU3900'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 JU3900'THE GROUND SURFACE.  IT IS 5.0 FEET NORTH OF THE EAST AND
 JU3900'WEST FENCE LINE AND 96.0 FEET WEST OF THE WITNESS POST.
 JU3900'
 JU3900'AZIMUTH MARK IS A STANDARD DISK STAMPED PURPLE 1961, SET
 JU3900'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 JU3900'ABOVE THE GROUND SURFACE.  IT IS 2.4 SOUTHWEST OF A STANDARD
 JU3900'METAL WITNESS POST, 4.0 FEET SOUTHWEST OF A POWERLINE POLE
 JU3900'NUMBER 60, 17.0 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 JU3900'MACADAM ROAD AND ABOUT 5.0 FEET NORTH OF THE NORTH EDGE OF A
 JU3900'CULTIVATED FIELD.
 JU3900'
 JU3900'BOUNDARY MONUMENT NO. 73 IS A 11 IN X 11 IN LIMESTONE BOULDER WHICH
 JU3900'PROJECTS 30 INCHES ABOVE THE GROUND SURFACE AND HAS THE LETTER
 JU3900'P ON THE EAST SIDE AND THE LETTER M ON THE WEST SIDE.  THE
 JU3900'MONUMENT WAS RECOVERED IN GOOD CONDITION.  THE PROPERTY OWNER
 JU3900'STATED THAT THE MONUMENT HAS BEEN MOVED A SHORT DISTANCE.  IT
 JU3900'IS LOCATED IN A EAST AND WEST FENCE LINE, 51.0 FEET EAST OF
 JU3900'A FIELD ENTRANCE, 233.0 FEET WEST OF A FIELD ENTRANCE AND
 JU3900'244.0 FT WEST OF A STANDARD METAL WITNESS POST.
 JU3900'
 JU3900'HEIGHT OF LIGHT ABOVE STATION MARK 30.20 METERS.
 JU3900
 JU3900                          STATION RECOVERY (1975)
 JU3900
 JU3900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JU3900'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 JU3900'CONDITION AS DESCRIBED IN THE 1961 DESCRIPTION.  A LONGER
 JU3900'DISTANCE OF 0.04 FOOT WAS NOTED TO REFERENCE MARK 1 AND A
 JU3900'LONGER DISTANCE OF 0.15 FOOT WAS NOTED TO REFERENCE MARK
 JU3900'2.  THE DIRECTION TO ALL MARKS WERE WITHIN CLOSE AGREEMENT
 JU3900'WITH THE 1961 OBSERVATIONS.
 JU3900'
 JU3900'THE DISTANCE AND DIRECTION TO THE STATE BOUNDARY LINE WAS
 JU3900'CHECKED AND WAS FOUND TO BE IN THE EDGE OF A CULTIVATED
 JU3900'FIELD.  A IRON STAKE WAS DROVE INTO THE GROUND ON A LINE
 JU3900'ABOUT 43 FEET NORTH OF THE COMPUTED POINT.  THERE IS A
 JU3900'SEPARATE REPORT ON BOUNDARY MONUMENT NUMBER 73.
 JU3900'
 JU3900'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3900'2 MILES ESE OF CHESAPEAKE CITY.
 JU3900
 JU3900                          STATION RECOVERY (1976)
 JU3900
 JU3900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JU3900'THE STATION SURFACE DISK WAS FOUND DESTROYED.  THE SUB-SURFACE
 JU3900'DISK WAS RECOVERED IN GOOD CONDITION ALONG WITH ALL OTHER
 JU3900'MARKS.  THE DISTANCE AND DIRECTION TO BOTH REFERENCE MARKS
 JU3900'AND THE AZIMUTH MARK WAS CHECKED, THEN A NEW STATION SURFACE
 JU3900'MONUMENT SET OVER THE OLD SUB-SURFACE DISK.
 JU3900'
 JU3900'A COMPLETE NEW DESCRIPTION FOLLOWS.
 JU3900'
 JU3900'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF NEWARK, 2 MILES
 JU3900'SOUTHEAST OF CHESAPEAKE CITY, AND ABOUT 1 MILE SOUTH OF THE
 JU3900'C AND D CANAL.  THE PROPERTY IS OWNED BY MR. CLEVER CARTER AND
 JU3900'MR. CARTER LIVES JUST NORTH OF THE STATION.
 JU3900'
 JU3900'TO REACH FROM THE POST OFFICE IN CHESAPEAKE CITY, GO EAST
 JU3900'AND NORTHEAST ON STATE HIGHWAY 286 FOR 0.5 MILE TO A
 JU3900'T-INTERSECTION.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 286
 JU3900'FOR 1.3 MILE TO A CROSSROADS.  CONTINUE EAST ON STATE HIGHWAY
 JU3900'286 FOR 0.3 MILE TO MR. CLEVERS HOME ON THE RIGHT.  TURN
 JU3900'RIGHT AND GO SOUTH CROSSING A FIELD AND PASSING MR. CLEVERS
 JU3900'HOME FOR 0.2 MILE TO THE STATION IN A FENCE LINE.
 JU3900'
 JU3900'THE STATION MARK IS A STANDARD DISK STAMPED PURPLE 1961 1976,
 JU3900'SET IN THE TOP OF A 14-INCH MASS OF CONCRETE 16-INCHES BELOW
 JU3900'THE SURFACE.  IT IS 100 FEET SOUTH OF A WOODED AREA IN A
 JU3900'CULTIVATED FIELD, 94 FEET SOUTH OF A WITNESS POST, 85 FEET
 JU3900'EAST OF A WITNESS POST, AND 2 FEET NORTH OF A WOODED FENCE LINE.
 JU3900'
 JU3900'REFERENCE MARK ONE IS A STANDARD DISK STAMPED PURPLE NO. 1
 JU3900'1961, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JU3900'WHICH IS FLUSH WITH THE SURFACE.  IT IS 10 FEET SOUTH OF THE
 JU3900'SOUTH EDGE OF THE WOODED AREA IN THE FIELD, AND 1.2 FEET
 JU3900'SOUTHWEST OF A WITNESS POST.  (NOTE 11A).
 JU3900'
 JU3900'REFERENCE MARK TWO IS A STANDARD DISK STAMPED PURPLE NO. 2
 JU3900'1961, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JU3900'WHICH IS FLUSH WITH THE SURFACE.  IT IS 4 FEET NORTH OF THE
 JU3900'WOODED FENCE LINE AND 1 FOOT WEST OF A WITNESS POST.  (NOTE 11A).
 JU3900'
 JU3900'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PURPLE 1961 SET
 JU3900'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 JU3900'1-INCH.  IT IS 18 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 JU3900'286, 5 FEET NORTH OF A POWERLINE POLE, AND 2.5 FEET WEST OF
 JU3900'A WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE PAVED ROAD
 JU3900'AT MR. CLEVERS HOME, CONTINUE WEST ON STATE HIGHWAY 286 FOR
 JU3900'0.1 MILE TO THE MARK ON THE RIGHT.
 JU3900'
 JU3900'THE MARYLAND-DELAWARE BOUNDARY MONUMENT 73 WAS RE-ESTABLISHED
 JU3900'AT THIS DATE, SEE DESCRIPTION THEREOF.
 JU3900'
 JU3900'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3900'2 MILES SOUTHEAST OF CHESAPEAKE CITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2083 ***********************************************************************
 JU2083  DESIGNATION -  Q 11
 JU2083  PID         -  JU2083
 JU2083  STATE/COUNTY-  DE/KENT
 JU2083  COUNTRY     -  US
 JU2083  USGS QUAD   -  DOVER (2016)
 JU2083
 JU2083                         *CURRENT SURVEY CONTROL
 JU2083  ______________________________________________________________________
 JU2083* NAD 83(1986) POSITION- 39 09 31.     (N) 075 33 02.     (W)   SCALED
 JU2083* NAVD 88 ORTHO HEIGHT -    15.685 (meters)       51.46  (feet) ADJUSTED
 JU2083  ______________________________________________________________________
 JU2083  GEOID HEIGHT    -        -34.353 (meters)                     GEOID18
 JU2083  DYNAMIC HEIGHT  -         15.677 (meters)       51.43  (feet) COMP
 JU2083  MODELED GRAVITY -    980,087.1   (mgal)                       NAVD 88
 JU2083
 JU2083  VERT ORDER      -  SECOND    CLASS 0
 JU2083
 JU2083.The horizontal coordinates were scaled from a map and have
 JU2083.an estimated accuracy of +/- 6 seconds.
 JU2083
 JU2083.The orthometric height was determined by differential leveling and
 JU2083.adjusted by the NATIONAL GEODETIC SURVEY
 JU2083.in June 1991.
 JU2083
 JU2083.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2083.GEOID18 height accuracy estimate available here.
 JU2083
 JU2083.Click photographs - Photos may exist for this station.
 JU2083
 JU2083.The dynamic height is computed by dividing the NAVD 88
 JU2083.geopotential number by the normal gravity value computed on the
 JU2083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2083.degrees latitude (g = 980.6199 gals.).
 JU2083
 JU2083.The modeled gravity was interpolated from observed gravity values.
 JU2083
 JU2083;                    North         East    Units  Estimated Accuracy
 JU2083;SPC DE       -   128,620.      188,430.      MT  (+/- 180 meters Scaled)
 JU2083
 JU2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ524345(NAD 83)
 JU2083
 JU2083                          SUPERSEDED SURVEY CONTROL
 JU2083
 JU2083  NGVD 29 (11/26/84)   15.919  (m)           52.23   (f) ADJUSTED    2 0
 JU2083
 JU2083.Superseded values are not recommended for survey control.
 JU2083
 JU2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2083.See file dsdata.pdf to determine how the superseded data were derived.
 JU2083
 JU2083_MARKER: DB = BENCH MARK DISK
 JU2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2083_STAMPING: Q 11 1942
 JU2083_MARK LOGO: CGS
 JU2083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2083+STABILITY: SURFACE MOTION
 JU2083
 JU2083  HISTORY     - Date     Condition        Report By
 JU2083  HISTORY     - 1942     MONUMENTED       CGS
 JU2083  HISTORY     - 20120322 MARK NOT FOUND   DELCOS
 JU2083
 JU2083                          STATION DESCRIPTION
 JU2083
 JU2083'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 JU2083'1.0 MILE WEST ALONG STATE HIGHWAY 8 FROM PENNSYLVANIA RR CROSSING
 JU2083'AT DOVER, KENT COUNTY, 115 FEET SOUTH OF A 30 INCH OAK TREE, 31
 JU2083'NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.7 FEET WEST OF A POLE,
 JU2083'IN LINE WITH OTHER POLES, 2 FEET EAST OF A WOODEN WITNESS POST,
 JU2083'1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JU2083'POST.  THE MARK IS STAMPED--Q 11 1942--.
 JU2083
 JU2083                          STATION RECOVERY (2012)
 JU2083
 JU2083'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU2083'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1249 ***********************************************************************
 JU1249  DESIGNATION -  Q 14
 JU1249  PID         -  JU1249
 JU1249  STATE/COUNTY-  DE/NEW CASTLE
 JU1249  COUNTRY     -  US
 JU1249  USGS QUAD   -  SMYRNA (2016)
 JU1249
 JU1249                         *CURRENT SURVEY CONTROL
 JU1249  ______________________________________________________________________
 JU1249* NAD 83(1986) POSITION- 39 21 51.1    (N) 075 33 34.3    (W)   HD_HELD2
 JU1249* NAVD 88 ORTHO HEIGHT -     5.451 (meters)       17.88  (feet) ADJUSTED
 JU1249  ______________________________________________________________________
 JU1249  GEOID HEIGHT    -        -33.798 (meters)                     GEOID18
 JU1249  DYNAMIC HEIGHT  -          5.448 (meters)       17.87  (feet) COMP
 JU1249  MODELED GRAVITY -    980,114.2   (mgal)                       NAVD 88
 JU1249
 JU1249  VERT ORDER      -  THIRD
 JU1249
 JU1249.The horizontal coordinates were established by autonomous hand held GPS
 JU1249.observations and have an estimated accuracy of +/- 10 meters.
 JU1249
 JU1249.The orthometric height was determined by differential leveling and
 JU1249.adjusted by the NATIONAL GEODETIC SURVEY
 JU1249.in June 1991.
 JU1249
 JU1249.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1249.GEOID18 height accuracy estimate available here.
 JU1249
 JU1249.Click photographs - Photos may exist for this station.
 JU1249
 JU1249.The dynamic height is computed by dividing the NAVD 88
 JU1249.geopotential number by the normal gravity value computed on the
 JU1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1249.degrees latitude (g = 980.6199 gals.).
 JU1249
 JU1249.The modeled gravity was interpolated from observed gravity values.
 JU1249
 JU1249;                    North         East    Units  Estimated Accuracy
 JU1249;SPC DE       -   151,447.      187,688.      MT  (+/- 10 meters HH2 GPS)
 JU1249
 JU1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5179857342(NAD 83)
 JU1249
 JU1249                          SUPERSEDED SURVEY CONTROL
 JU1249
 JU1249  NGVD 29 (11/26/84)    5.663  (m)           18.58   (f) ADJUSTED    3 0
 JU1249
 JU1249.Superseded values are not recommended for survey control.
 JU1249
 JU1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1249.See file dsdata.pdf to determine how the superseded data were derived.
 JU1249
 JU1249_MARKER: DB = BENCH MARK DISK
 JU1249_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU1249_STAMPING: Q 14 1946
 JU1249_MARK LOGO: CGS
 JU1249_MAGNETIC: P = MARKER IS A STEEL PIPE
 JU1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1249+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1249
 JU1249  HISTORY     - Date     Condition        Report By
 JU1249  HISTORY     - 1946     MONUMENTED       CGS
 JU1249  HISTORY     - 1981     GOOD             UDE
 JU1249  HISTORY     - 19930130 GOOD             USPSQD
 JU1249  HISTORY     - 20010331 GOOD             NGS
 JU1249  HISTORY     - 20130711 GOOD             DELCOS
 JU1249
 JU1249                          STATION DESCRIPTION
 JU1249
 JU1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JU1249'1 MI NW FROM FLEMINGS LANDING.
 JU1249'1.0 MILE NORTHWEST ALONG A ROAD FROM THE BRIDGE OVER SMYRNA RIVER
 JU1249'AT FLEMINGS LANDING, NEW CASTLE COUNTY, 0.1 MILE NORTH OF THE
 JU1249'JUNCTION OF A ROAD LEADING NORTHEAST, IN THE SOUTHWEST CORNER OF
 JU1249'A Y-ROAD JUNCTION, 30.5 FEET WEST OF THE CENTERLINE OF THE NORTH
 JU1249'AND SOUTH ROAD, 8 FEET NORTH OF POLE 115, 3 FEET EAST OF A FENCE,
 JU1249'AND 1 FOOT EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 JU1249'STAMPED Q 14 1946 AND SET IN THE TOP OF A CONCRETE-FILLED
 JU1249'GALVANIZED-IRON PIPE PROJECTING 2 INCHES ABOVE GROUND.
 JU1249
 JU1249                          STATION RECOVERY (1981)
 JU1249
 JU1249'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1249'RECOVERED IN GOOD CONDITION.
 JU1249
 JU1249                          STATION RECOVERY (1993)
 JU1249
 JU1249'RECOVERY NOTE BY US POWER SQUADRON 1993 (JM)
 JU1249'RECOVERED IN GOOD CONDITION.
 JU1249
 JU1249                          STATION RECOVERY (2001)
 JU1249
 JU1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU1249'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU1249
 JU1249                          STATION RECOVERY (2013)
 JU1249
 JU1249'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1249'THERE IS SLIGHT DAMAGE TO THE DISK FROM FARM EQUIPMENT.  THE MARK IS
 JU1249'LOCATED NEAR TELEPHONE POLE NUMBER 48219/29496.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1475 ***********************************************************************
 JU1475  DESIGNATION -  Q 21
 JU1475  PID         -  JU1475
 JU1475  STATE/COUNTY-  DE/NEW CASTLE
 JU1475  COUNTRY     -  US
 JU1475  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1475
 JU1475                         *CURRENT SURVEY CONTROL
 JU1475  ______________________________________________________________________
 JU1475* NAD 83(1986) POSITION- 39 43 51.     (N) 075 31 41.     (W)   SCALED
 JU1475* NAVD 88 ORTHO HEIGHT -     1.774 (meters)        5.82  (feet) POSTED
 JU1475  ______________________________________________________________________
 JU1475  GEOID HEIGHT    -        -32.979 (meters)                     GEOID18
 JU1475  DYNAMIC HEIGHT  -          1.77  (meters)        5.8   (feet) COMP
 JU1475  MODELED GRAVITY -    980,174.6   (mgal)                       NAVD 88
 JU1475
 JU1475  VERT ORDER      -  * POSTED, SEE BELOW
 JU1475
 JU1475.The horizontal coordinates were scaled from a map and have
 JU1475.an estimated accuracy of +/- 6 seconds.
 JU1475
 JU1475.The orthometric height was determined by differential leveling
 JU1475.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU1475
 JU1475.* This is a POSTED BENCH MARK height.
 JU1475
 JU1475.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1475.GEOID18 height accuracy estimate available here.
 JU1475
 JU1475.Click photographs - Photos may exist for this station.
 JU1475
 JU1475.The dynamic height is computed by dividing the NAVD 88
 JU1475.geopotential number by the normal gravity value computed on the
 JU1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1475.degrees latitude (g = 980.6199 gals.).
 JU1475
 JU1475.The modeled gravity was interpolated from observed gravity values.
 JU1475
 JU1475;                    North         East    Units  Estimated Accuracy
 JU1475;SPC DE       -   192,150.      190,450.      MT  (+/- 180 meters Scaled)
 JU1475
 JU1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ547980(NAD 83)
 JU1475
 JU1475                          SUPERSEDED SURVEY CONTROL
 JU1475
 JU1475  NGVD 29 (11/26/84)    2.138  (m)            7.01   (f) ADJUSTED    2 0
 JU1475
 JU1475.Superseded values are not recommended for survey control.
 JU1475
 JU1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1475.See file dsdata.pdf to determine how the superseded data were derived.
 JU1475
 JU1475_MARKER: DB = BENCH MARK DISK
 JU1475_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU1475+WITH SETTING: PAVEMENT
 JU1475_SP_SET: BUILDING FOUNDATION
 JU1475_STAMPING: Q 21 1959
 JU1475_MARK LOGO: CGS
 JU1475_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1475+STABILITY: SURFACE MOTION
 JU1475
 JU1475  HISTORY     - Date     Condition        Report By
 JU1475  HISTORY     - 1959     MONUMENTED       CGS
 JU1475  HISTORY     - 1965     GOOD             CGS
 JU1475  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1475  HISTORY     - 19910425 GOOD             USGS
 JU1475
 JU1475                          STATION DESCRIPTION
 JU1475
 JU1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU1475'AT WILMINGTON.
 JU1475'0.15 MILE SOUTHEAST ALONG EDGEMOOR ROAD TO A CROSSROAD.  TURN
 JU1475'RIGHT AND GO SOUTHWEST ON THE SEWAGE PLANT ROAD FOR 0.95 MILE TO
 JU1475'A SIDEROAD RIGHT, AT THE SOUTHWEST END OF A CONCRETE BRIDGE.  TURN
 JU1475'RIGHT AND GO NORTHWEST AND WESTERLY FOR 0.25 MILE TO A FORK.  KEEP
 JU1475'LEFT, STRAIGHT AHEAD, SOUTHWEST, FOR 0.25 MILE TO A FORK.  BEAR
 JU1475'RIGHT FOR ABOUT 0.05 MILE TO A SHARP LEFT CURVE IN THE ROAD,
 JU1475'THENCE LEFT AND GO SOUTH-SOUTHWEST ON A CINDERED ROAD BETWEEN
 JU1475'POWERLINE POLES FOR 0.65 MILE TO A T-ROAD.  TURN RIGHT FOR ABOUT
 JU1475'130 FEET TO A RAILROAD CROSSING AND THE MARK ON THE RIGHT, SET
 JU1475'VERTICALLY IN THE SOUTHWEST FOUNDATION OF A CONCRETE BLOCK
 JU1475'PUMPHOUSE, 1.5 FEET NORTHWEST OF THE SOUTH CORNER OF BUILDING,
 JU1475'ABOUT 1/2 FOOT ABOVE THE GROUND.  NOTE-- THE PERMANENT CLOSING OF
 JU1475'THE 7TH STREET BRIDGE MAKES A MORE CIRCUITOUS ROUTE NECESSARY.
 JU1475
 JU1475                          STATION RECOVERY (1981)
 JU1475
 JU1475'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1475'MARK NOT FOUND.
 JU1475
 JU1475                          STATION RECOVERY (1991)
 JU1475
 JU1475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1475'TURN SOUTHEAST FROM GOVERNOR PRINZ AVENUE AT THE EAST SIDE OF THE
 JU1475'BRANDYWINE CREEK BRIDGE ONTO 12TH STREET, GO 4/10 MILE TO RAILROAD
 JU1475'OVERPASS, TURN LEFT AT THE WILMINGTON MAINTENANCE (AMTRACK) STATION
 JU1475'AND GO 1/10 TO THE RAILROAD TRACKS.  TURN RIGHT AND GO 6/10 MILE
 JU1475'ALONG THE EDGE OF THE TRACKS TO A CROSS ROAD, TURN LEFT AND GO 1/10
 JU1475'MILE TO A RAILROAD CROSSING AND THE BM ON THE LEFT, SET VERTICALLY IN
 JU1475'THE SOUTHWEST FOUNDATION OF A SMALL CONCRETE BLOCK BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1888 ***********************************************************************
 JU1888  DESIGNATION -  Q 22
 JU1888  PID         -  JU1888
 JU1888  STATE/COUNTY-  DE/NEW CASTLE
 JU1888  COUNTRY     -  US
 JU1888  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1888
 JU1888                         *CURRENT SURVEY CONTROL
 JU1888  ______________________________________________________________________
 JU1888* NAD 83(1986) POSITION- 39 42 06.     (N) 075 34 50.     (W)   SCALED
 JU1888* NAVD 88 ORTHO HEIGHT -     7.264 (meters)       23.83  (feet) ADJUSTED
 JU1888  ______________________________________________________________________
 JU1888  GEOID HEIGHT    -        -32.996 (meters)                     GEOID18
 JU1888  DYNAMIC HEIGHT  -          7.261 (meters)       23.82  (feet) COMP
 JU1888  MODELED GRAVITY -    980,169.6   (mgal)                       NAVD 88
 JU1888
 JU1888  VERT ORDER      -  FIRST     CLASS I
 JU1888
 JU1888.The horizontal coordinates were scaled from a map and have
 JU1888.an estimated accuracy of +/- 6 seconds.
 JU1888
 JU1888.The orthometric height was determined by differential leveling and
 JU1888.adjusted by the NATIONAL GEODETIC SURVEY
 JU1888.in June 1991.
 JU1888
 JU1888.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1888.GEOID18 height accuracy estimate available here.
 JU1888
 JU1888.Click photographs - Photos may exist for this station.
 JU1888
 JU1888.The dynamic height is computed by dividing the NAVD 88
 JU1888.geopotential number by the normal gravity value computed on the
 JU1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1888.degrees latitude (g = 980.6199 gals.).
 JU1888
 JU1888.The modeled gravity was interpolated from observed gravity values.
 JU1888
 JU1888;                    North         East    Units  Estimated Accuracy
 JU1888;SPC DE       -   188,920.      185,940.      MT  (+/- 180 meters Scaled)
 JU1888
 JU1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ502948(NAD 83)
 JU1888
 JU1888                          SUPERSEDED SURVEY CONTROL
 JU1888
 JU1888  NGVD 29 (11/26/84)    7.518  (m)           24.67   (f) ADJUSTED    1 1
 JU1888
 JU1888.Superseded values are not recommended for survey control.
 JU1888
 JU1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1888.See file dsdata.pdf to determine how the superseded data were derived.
 JU1888
 JU1888_MARKER: DB = BENCH MARK DISK
 JU1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1888_STAMPING: Q 22 1959
 JU1888_MARK LOGO: CGS
 JU1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1888+STABILITY: SURFACE MOTION
 JU1888
 JU1888  HISTORY     - Date     Condition        Report By
 JU1888  HISTORY     - 1959     MONUMENTED       CGS
 JU1888  HISTORY     - 1965     GOOD             CGS
 JU1888  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 JU1888  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU1888  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1888
 JU1888                          STATION DESCRIPTION
 JU1888
 JU1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU1888'2.8 MI SE FROM NEWPORT.
 JU1888'1.45 MILES SOUTHEAST ALONG STATE HIGHWAY 41 FROM BRIDGE OVER
 JU1888'CHRISTINA RIVER AT NEWPORT, THENCE ABOUT 1.2 MILES NORTHEAST
 JU1888'ALONG SPUR TRACK OF PA. RAILROAD, THENCE ABOUT 0.1 MILE NORTH
 JU1888'ALONG MAIN LINE OF PENNSYLVANIA R. R., ABOUT 0.15 MILE SOUTH OF A
 JU1888'ROAD CROSSING TO DELAWARE STATE HOSPITAL, 139 FEET EAST OF EAST
 JU1888'RAIL OF MAIN TRACK, 104 FEET EAST OF EAST RAIL OF A SIDING TO
 JU1888'STATE HOSPITAL, 1 FOOT WEST OF A FENCE LINE, 38 FEET SOUTH OF
 JU1888'CENTER OF A GAP IN FENCE, 36 1/2 FEET EAST-SOUTHEAST OF POLE
 JU1888'NO. 6805-55 A OF TRIPLE POLE AT A TURN IN TWIN POLE POWER
 JU1888'TRANSMISSION LINE, 11 FEET SOUTH-SOUTHWEST OF A GUY WIRE, 2 1/2
 JU1888'FEET NORTH OF A STEEL WITNESS POST, ABOUT 3 FEET BELOW LEVEL OF
 JU1888'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JU1888'NOTE-- MARK IS ABOUT 0.55 MILE NORTH ALONG THE MAIN LINE OF P.R.R.
 JU1888'FROM OVERPASS OF U.S. HIGHWAYS 13 AND 40 OVER TRACK AT FARNHURST.
 JU1888
 JU1888                          STATION RECOVERY (1976)
 JU1888
 JU1888'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 JU1888'SIDING TO STATE HOSP. NO LONGER EXISTS. NOR DOES THE MAIN LINE, (IN
 JU1888'THIS VICINITY). USING REFERENCES TO POLE, GUY WIRE AND FENCE WE DID
 JU1888'NOT FIND MARK.
 JU1888
 JU1888                          STATION RECOVERY (1979)
 JU1888
 JU1888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1888'MARK NOT FOUND.
 JU1888
 JU1888                          STATION RECOVERY (2013)
 JU1888
 JU1888'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1888'MARK IS NOW ON PROPERTY OF DELORES J. BAYLOR WOMEN'S CORRECTIONAL
 JU1888'INSTITUTION, WHICH IS BEHIND A GATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0109 ***********************************************************************
 HU0109  DESIGNATION -  Q 27
 HU0109  PID         -  HU0109
 HU0109  STATE/COUNTY-  DE/SUSSEX
 HU0109  COUNTRY     -  US
 HU0109  USGS QUAD   -  BETHANY BEACH (2016)
 HU0109
 HU0109                         *CURRENT SURVEY CONTROL
 HU0109  ______________________________________________________________________
 HU0109* NAD 83(1986) POSITION- 38 37 28.     (N) 075 04 00.     (W)   SCALED
 HU0109* NAVD 88 ORTHO HEIGHT -     1.189 (meters)        3.90  (feet) ADJUSTED
 HU0109  ______________________________________________________________________
 HU0109  GEOID HEIGHT    -        -35.720 (meters)                     GEOID18
 HU0109  DYNAMIC HEIGHT  -          1.188 (meters)        3.90  (feet) COMP
 HU0109  MODELED GRAVITY -    980,033.6   (mgal)                       NAVD 88
 HU0109
 HU0109  VERT ORDER      -  SECOND    CLASS 0
 HU0109
 HU0109.The horizontal coordinates were scaled from a map and have
 HU0109.an estimated accuracy of +/- 6 seconds.
 HU0109
 HU0109.The orthometric height was determined by differential leveling and
 HU0109.adjusted by the NATIONAL GEODETIC SURVEY
 HU0109.in June 1991.
 HU0109
 HU0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0109.GEOID18 height accuracy estimate available here.
 HU0109
 HU0109.Click photographs - Photos may exist for this station.
 HU0109
 HU0109.The dynamic height is computed by dividing the NAVD 88
 HU0109.geopotential number by the normal gravity value computed on the
 HU0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0109.degrees latitude (g = 980.6199 gals.).
 HU0109
 HU0109.The modeled gravity was interpolated from observed gravity values.
 HU0109
 HU0109;                    North         East    Units  Estimated Accuracy
 HU0109;SPC DE       -    69,370.      230,480.      MT  (+/- 180 meters Scaled)
 HU0109
 HU0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH941751(NAD 83)
 HU0109
 HU0109                          SUPERSEDED SURVEY CONTROL
 HU0109
 HU0109  NGVD 29 (11/26/84)    1.425  (m)            4.68   (f) ADJUSTED    2 0
 HU0109
 HU0109.Superseded values are not recommended for survey control.
 HU0109
 HU0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0109.See file dsdata.pdf to determine how the superseded data were derived.
 HU0109
 HU0109_MARKER: DB = BENCH MARK DISK
 HU0109_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HU0109_STAMPING: Q 27 1962
 HU0109_MARK LOGO: CGS
 HU0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0109
 HU0109  HISTORY     - Date     Condition        Report By
 HU0109  HISTORY     - 1962     MONUMENTED       CGS
 HU0109  HISTORY     - 1962     GOOD             CGS
 HU0109  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0109  HISTORY     - 1982     MARK NOT FOUND   USGS
 HU0109
 HU0109                          STATION DESCRIPTION
 HU0109
 HU0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0109'6.4 MI S FROM REHOBOTH BEACH.
 HU0109'6.35 MILES SOUTH ON SECOND STREET, ALTERNATE STATE HIGHWAY 14 AND
 HU0109'STATE HIGHWAY 14 FROM THE POST OFFICE IN REHOBOTH BEACH.  0.9 MILE
 HU0109'NORTH OF THE NORTH END OF BRIDGE OVER INDIAN RIVER INLET, 173 FEET
 HU0109'SOUTHEAST AND ACROSS HIGHWAY FROM POWER LINE POLE NO. 334, 55
 HU0109'FEET EAST OF THE CENTER LINE OF HIGHWAY 14, 3 FEET NORTH OF A
 HU0109'TELEPHONE POLE AND 3 FEET SOUTH OF A WOODEN WITNESS POST.  SET IN
 HU0109'THE TOP OF A 10 INCH TILE FILLED WITH CONCRETE PROJECTING 6 INCHES.
 HU0109
 HU0109                          STATION RECOVERY (1962)
 HU0109
 HU0109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HU0109'RECOVERED IN GOOD CONDITION.
 HU0109
 HU0109                          STATION RECOVERY (1981)
 HU0109
 HU0109'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0109'NOTE--MARK COULD BE BURIED BY FILL FROM NEARBY DITCHING.
 HU0109
 HU0109                          STATION RECOVERY (1982)
 HU0109
 HU0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HU0109'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0154 ***********************************************************************
 HU0154  DESIGNATION -  Q 28
 HU0154  PID         -  HU0154
 HU0154  STATE/COUNTY-  DE/SUSSEX
 HU0154  COUNTRY     -  US
 HU0154  USGS QUAD   -  FRANKFORD (2016)
 HU0154
 HU0154                         *CURRENT SURVEY CONTROL
 HU0154  ______________________________________________________________________
 HU0154* NAD 83(1986) POSITION- 38 31 40.     (N) 075 14 29.     (W)   SCALED
 HU0154* NAVD 88 ORTHO HEIGHT -     7.008 (meters)       22.99  (feet) ADJUSTED
 HU0154  ______________________________________________________________________
 HU0154  GEOID HEIGHT    -        -35.794 (meters)                     GEOID18
 HU0154  DYNAMIC HEIGHT  -          7.003 (meters)       22.98  (feet) COMP
 HU0154  MODELED GRAVITY -    980,019.2   (mgal)                       NAVD 88
 HU0154
 HU0154  VERT ORDER      -  SECOND    CLASS 0
 HU0154
 HU0154.The horizontal coordinates were scaled from a map and have
 HU0154.an estimated accuracy of +/- 6 seconds.
 HU0154
 HU0154.The orthometric height was determined by differential leveling and
 HU0154.adjusted by the NATIONAL GEODETIC SURVEY
 HU0154.in June 1991.
 HU0154
 HU0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0154.GEOID18 height accuracy estimate available here.
 HU0154
 HU0154.Click photographs - Photos may exist for this station.
 HU0154
 HU0154.The dynamic height is computed by dividing the NAVD 88
 HU0154.geopotential number by the normal gravity value computed on the
 HU0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0154.degrees latitude (g = 980.6199 gals.).
 HU0154
 HU0154.The modeled gravity was interpolated from observed gravity values.
 HU0154
 HU0154;                    North         East    Units  Estimated Accuracy
 HU0154;SPC DE       -    58,600.      215,280.      MT  (+/- 180 meters Scaled)
 HU0154
 HU0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH789644(NAD 83)
 HU0154
 HU0154                          SUPERSEDED SURVEY CONTROL
 HU0154
 HU0154  NGVD 29 (11/26/84)    7.248  (m)           23.78   (f) ADJUSTED    2 0
 HU0154
 HU0154.Superseded values are not recommended for survey control.
 HU0154
 HU0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0154.See file dsdata.pdf to determine how the superseded data were derived.
 HU0154
 HU0154_MARKER: DB = BENCH MARK DISK
 HU0154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0154_SP_SET: BRIDGE
 HU0154_STAMPING: Q 28 1962
 HU0154_MARK LOGO: CGS
 HU0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0154
 HU0154  HISTORY     - Date     Condition        Report By
 HU0154  HISTORY     - 1962     MONUMENTED       CGS
 HU0154  HISTORY     - 1981     GOOD             UDE
 HU0154
 HU0154                          STATION DESCRIPTION
 HU0154
 HU0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0154'1.1 MI N FROM FRANKFORD.
 HU0154'1.1 MILE NORTH ON PENNSYLVANIA RAILROAD TRACK FROM THE FREIGHT
 HU0154'STATION AT FRANKFORD.  SET IN A DRILL HOLE IN THE WEST END OF THE
 HU0154'LOWER CONCRETE ABUTMENT AT THE SOUTH END OF RAILROAD BRIDGE NO.
 HU0154'13-43 OVER PEPPER CREEK.  3 FEET EAST OF THE EAST RAIL AND 4 FEET
 HU0154'BELOW THE TOP OF RAIL.
 HU0154
 HU0154                          STATION RECOVERY (1981)
 HU0154
 HU0154'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0154'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0196 ***********************************************************************
 HU0196  DESIGNATION -  Q 30
 HU0196  PID         -  HU0196
 HU0196  STATE/COUNTY-  DE/SUSSEX
 HU0196  COUNTRY     -  US
 HU0196  USGS QUAD   -  MILTON (2016)
 HU0196
 HU0196                         *CURRENT SURVEY CONTROL
 HU0196  ______________________________________________________________________
 HU0196* NAD 83(1986) POSITION- 38 48 17.59   (N) 075 16 20.57   (W)   HD_HELD1
 HU0196* NAVD 88 ORTHO HEIGHT -     4.042 (meters)       13.26  (feet) ADJUSTED
 HU0196  ______________________________________________________________________
 HU0196  GEOID HEIGHT    -        -35.564 (meters)                     GEOID18
 HU0196  DYNAMIC HEIGHT  -          4.040 (meters)       13.25  (feet) COMP
 HU0196  MODELED GRAVITY -    980,037.0   (mgal)                       NAVD 88
 HU0196
 HU0196  VERT ORDER      -  FIRST     CLASS II
 HU0196
 HU0196.The horizontal coordinates were determined by differentially corrected
 HU0196.hand held GPS observations or other comparable positioning techniques
 HU0196.and have an estimated accuracy of +/- 3 meters.
 HU0196
 HU0196.The orthometric height was determined by differential leveling and
 HU0196.adjusted by the NATIONAL GEODETIC SURVEY
 HU0196.in January 2013.
 HU0196
 HU0196.No vertical observational check was made to the station.
 HU0196
 HU0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0196.GEOID18 height accuracy estimate available here.
 HU0196
 HU0196.Click photographs - Photos may exist for this station.
 HU0196
 HU0196.The dynamic height is computed by dividing the NAVD 88
 HU0196.geopotential number by the normal gravity value computed on the
 HU0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0196.degrees latitude (g = 980.6199 gals.).
 HU0196
 HU0196.The modeled gravity was interpolated from observed gravity values.
 HU0196
 HU0196;                    North         East    Units  Estimated Accuracy
 HU0196;SPC DE       -    89,355.1     212,533.2     MT  (+/- 3 meters HH1 GPS) 
 HU0196
 HU0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7634995160(NAD 83)
 HU0196
 HU0196                          SUPERSEDED SURVEY CONTROL
 HU0196
 HU0196  NAVD 88 (06/15/91)    4.031  (m)           13.23   (f) SUPERSEDED  2 1
 HU0196  NGVD 29 (11/26/84)    4.269  (m)           14.01   (f) ADJUSTED    2 0
 HU0196
 HU0196.Superseded values are not recommended for survey control.
 HU0196
 HU0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0196.See file dsdata.pdf to determine how the superseded data were derived.
 HU0196
 HU0196_MARKER: DB = BENCH MARK DISK
 HU0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0196_STAMPING: Q 30 1962
 HU0196_MARK LOGO: CGS
 HU0196_PROJECTION: FLUSH
 HU0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0196+STABILITY: SURFACE MOTION
 HU0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0196+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2012
 HU0196
 HU0196  HISTORY     - Date     Condition        Report By
 HU0196  HISTORY     - 1962     MONUMENTED       CGS
 HU0196  HISTORY     - 1981     GOOD             UDE
 HU0196  HISTORY     - 20100414 GOOD             DEDT
 HU0196  HISTORY     - 20110506 GOOD             DEDT
 HU0196  HISTORY     - 20120213 GOOD             DELCOS
 HU0196
 HU0196                          STATION DESCRIPTION
 HU0196
 HU0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0196'5.7 MI NW FROM NASSAU.
 HU0196'5.7 MILES NORTHWEST ON STATE HIGHWAY 14 FROM THE CROSSING OF THE
 HU0196'PENNSYLVANIA RAILROAD AT NASSAU.  124 FEET NORTH OF THE JUNCTION
 HU0196'OF STATE HIGHWAYS 16 AND 14, 119 FEET NORTHWEST OF THE CENTER LINE
 HU0196'OF HIGHWAY 16, 74 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY 14,
 HU0196'36 FEET WEST OF THE WEST CORNER OF A CONCRETE BLOCK STORE BUILDING,
 HU0196'5.5 FEET NORTH OF A WOODEN WITNESS POST AND ABOUT LEVEL WITH THE
 HU0196'HIGHWAYS.  SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
 HU0196
 HU0196                          STATION RECOVERY (1981)
 HU0196
 HU0196'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0196'RECOVERED IN GOOD CONDITION.
 HU0196
 HU0196                          STATION RECOVERY (2010)
 HU0196
 HU0196'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (JC)
 HU0196'WOODEN WITNESS POST NO LONGER EXISTS. MARK IS NOW 1 FT WEST OF A
 HU0196'FIBERGLASS WITNESS POST.
 HU0196
 HU0196                          STATION RECOVERY (2011)
 HU0196
 HU0196'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2011 (BRC)
 HU0196'RECOVERED AS DESCRIBED.
 HU0196
 HU0196                          STATION RECOVERY (2012)
 HU0196
 HU0196'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0196'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0774 ***********************************************************************
 HU0774  DESIGNATION -  Q 33
 HU0774  PID         -  HU0774
 HU0774  STATE/COUNTY-  DE/SUSSEX
 HU0774  COUNTRY     -  US
 HU0774  USGS QUAD   -  LAUREL (2016)
 HU0774
 HU0774                         *CURRENT SURVEY CONTROL
 HU0774  ______________________________________________________________________
 HU0774* NAD 83(1986) POSITION- 38 37 14.     (N) 075 36 22.     (W)   SCALED
 HU0774* NAVD 88 ORTHO HEIGHT -     7.306 (meters)       23.97  (feet) ADJUSTED
 HU0774  ______________________________________________________________________
 HU0774  GEOID HEIGHT    -        -35.605 (meters)                     GEOID18
 HU0774  DYNAMIC HEIGHT  -          7.302 (meters)       23.96  (feet) COMP
 HU0774  MODELED GRAVITY -    980,017.2   (mgal)                       NAVD 88
 HU0774
 HU0774  VERT ORDER      -  FIRST     CLASS I
 HU0774
 HU0774.The horizontal coordinates were scaled from a map and have
 HU0774.an estimated accuracy of +/- 6 seconds.
 HU0774
 HU0774.The orthometric height was determined by differential leveling and
 HU0774.adjusted by the NATIONAL GEODETIC SURVEY
 HU0774.in June 1991.
 HU0774
 HU0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0774.GEOID18 height accuracy estimate available here.
 HU0774
 HU0774.Click photographs - Photos may exist for this station.
 HU0774
 HU0774.The dynamic height is computed by dividing the NAVD 88
 HU0774.geopotential number by the normal gravity value computed on the
 HU0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0774.degrees latitude (g = 980.6199 gals.).
 HU0774
 HU0774.The modeled gravity was interpolated from observed gravity values.
 HU0774
 HU0774;                    North         East    Units  Estimated Accuracy
 HU0774;SPC DE       -    68,900.      183,500.      MT  (+/- 180 meters Scaled)
 HU0774
 HU0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH472748(NAD 83)
 HU0774
 HU0774                          SUPERSEDED SURVEY CONTROL
 HU0774
 HU0774  NGVD 29 (11/26/84)    7.554  (m)           24.78   (f) ADJUSTED    1 1
 HU0774
 HU0774.Superseded values are not recommended for survey control.
 HU0774
 HU0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0774.See file dsdata.pdf to determine how the superseded data were derived.
 HU0774
 HU0774_MARKER: DB = BENCH MARK DISK
 HU0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0774_STAMPING: Q 33 1963
 HU0774_MARK LOGO: CGS
 HU0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0774+STABILITY: SURFACE MOTION
 HU0774
 HU0774  HISTORY     - Date     Condition        Report By
 HU0774  HISTORY     - 1963     MONUMENTED       CGS
 HU0774  HISTORY     - 1981     GOOD             UDE
 HU0774  HISTORY     - 19970228 MARK NOT FOUND   USPSQD
 HU0774  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 HU0774  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0774
 HU0774                          STATION DESCRIPTION
 HU0774
 HU0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0774'1.4 MI S FROM SEAFORD.
 HU0774'1.35 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0774'AT SEAFORD, ABOUT 0.25 MILE NORTH OF THE CROSSING OF A BLACK TOP
 HU0774'ROAD, AT THE YARD LIMIT SIGN, 25.6 FEET WEST OF WEST RAIL, 181
 HU0774'FEET SOUTH-SOUTHWEST OF THE YARD LIMIT SIGN, 4 1/2 FEET NORTH OF
 HU0774'A TELEPHONE POLE, 1.5 FEET SOUTH OF A STEEL WITNESS POST, 2 FEET
 HU0774'BELOW LEVEL OF TRACK, AND SET IN THE TOP OF A CONCRETE POST
 HU0774'PROJECTING 3 INCHES.
 HU0774
 HU0774                          STATION RECOVERY (1981)
 HU0774
 HU0774'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0774'RECOVERED IN GOOD CONDITION.
 HU0774
 HU0774                          STATION RECOVERY (1997)
 HU0774
 HU0774'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU0774'MARK NOT FOUND.
 HU0774
 HU0774                          STATION RECOVERY (1998)
 HU0774
 HU0774'RECOVERY NOTE BY US POWER SQUADRON 1998
 HU0774'MARK NOT FOUND.
 HU0774
 HU0774                          STATION RECOVERY (2013)
 HU0774
 HU0774'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0774'AREA IS OVERGROWN NOW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1075 ***********************************************************************
 JU1075  DESIGNATION -  Q 34
 JU1075  PID         -  JU1075
 JU1075  STATE/COUNTY-  DE/NEW CASTLE
 JU1075  COUNTRY     -  US
 JU1075  USGS QUAD   -  CLAYTON (2016)
 JU1075
 JU1075                         *CURRENT SURVEY CONTROL
 JU1075  ______________________________________________________________________
 JU1075* NAD 83(2011) POSITION- 39 22 00.25035(N) 075 40 40.89505(W)   ADJUSTED
 JU1075* NAD 83(2011) ELLIP HT-   -16.136 (meters)        (12/20/17)   ADJUSTED
 JU1075* NAD 83(2011) EPOCH   -  2010.00
 JU1075* NAVD 88 ORTHO HEIGHT -    17.542 (meters)       57.55  (feet) ADJUSTED
 JU1075  ______________________________________________________________________
 JU1075  GEOID HEIGHT    -        -33.661 (meters)                     GEOID18
 JU1075  NAD 83(2011) X  -  1,221,415.012 (meters)                     COMP
 JU1075  NAD 83(2011) Y  - -4,784,135.468 (meters)                     COMP
 JU1075  NAD 83(2011) Z  -  4,023,865.819 (meters)                     COMP
 JU1075  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC18
 JU1075  DYNAMIC HEIGHT  -         17.532 (meters)       57.52  (feet) COMP
 JU1075  MODELED GRAVITY -    980,115.2   (mgal)                       NAVD 88
 JU1075
 JU1075  VERT ORDER      -  FIRST     CLASS I
 JU1075
 JU1075  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU1075  Standards:
 JU1075         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU1075            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU1075  -------------------------------------------------------------------
 JU1075  NETWORK    0.87   0.88           0.38   0.33   0.45     -0.13239838
 JU1075  -------------------------------------------------------------------
 JU1075  Click here for local accuracies and other accuracy information.
 JU1075
 JU1075.The horizontal coordinates were established by GPS observations
 JU1075.and adjusted by the MASER CONSULTING in December 2017.
 JU1075
 JU1075.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU1075.been affixed to the stable North American tectonic plate. See 
 JU1075.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU1075
 JU1075.The horizontal coordinates are valid at the epoch date displayed above
 JU1075.which is a decimal equivalence of Year/Month/Day.
 JU1075
 JU1075.The orthometric height was determined by differential leveling and
 JU1075.adjusted by the NATIONAL GEODETIC SURVEY
 JU1075.in June 1991.
 JU1075
 JU1075.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1075.GEOID18 height accuracy estimate available here.
 JU1075
 JU1075.Click photographs - Photos may exist for this station.
 JU1075
 JU1075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1075
 JU1075.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1075
 JU1075.The ellipsoidal height was determined by GPS observations
 JU1075.and is referenced to NAD 83.
 JU1075
 JU1075.The dynamic height is computed by dividing the NAVD 88
 JU1075.geopotential number by the normal gravity value computed on the
 JU1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1075.degrees latitude (g = 980.6199 gals.).
 JU1075
 JU1075.The modeled gravity was interpolated from observed gravity values.
 JU1075
 JU1075. The following values were computed from the NAD 83(2011) position.
 JU1075
 JU1075;                    North         East     Units Scale Factor Converg.
 JU1075;SPC DE       -   151,752.472   177,476.784   MT  1.00000124   -0 09 56.8
 JU1075;SPC DE       -   497,874.57    582,271.75   sFT  1.00000124   -0 09 56.8
 JU1075;UTM  18      - 4,357,694.186   441,592.522   MT  0.99964200   -0 25 48.3
 JU1075
 JU1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1075!SPC DE       -   1.00000253  x   1.00000124  =   1.00000377
 JU1075!UTM  18      -   1.00000253  x   0.99964200  =   0.99964453
 JU1075
 JU1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4159257694(NAD 83)
 JU1075
 JU1075                          SUPERSEDED SURVEY CONTROL
 JU1075
 JU1075  NGVD 29 (11/26/84)   17.782  (m)           58.34   (f) ADJUSTED    1 1
 JU1075
 JU1075.Superseded values are not recommended for survey control.
 JU1075
 JU1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1075.See file dsdata.pdf to determine how the superseded data were derived.
 JU1075
 JU1075_MARKER: DB = BENCH MARK DISK
 JU1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1075_STAMPING: Q 34 1963
 JU1075_MARK LOGO: CGS
 JU1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1075+STABILITY: SURFACE MOTION
 JU1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1075+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1075
 JU1075  HISTORY     - Date     Condition        Report By
 JU1075  HISTORY     - 1963     MONUMENTED       CGS
 JU1075  HISTORY     - 1981     GOOD             UDE
 JU1075  HISTORY     - 19930130 GOOD             USPSQD
 JU1075  HISTORY     - 20130711 GOOD             DELCOS
 JU1075
 JU1075                          STATION DESCRIPTION
 JU1075
 JU1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1075'5.8 MI N FROM CLAYTON.
 JU1075'5.75 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1075'CROSSING OF STATE HIGHWAY 6 AT CLAYTON, ABOUT 6.15 MILES SOUTH
 JU1075'ALONG THE PENNSYLVANIA RAILROAD FROM THE CROSSING OF STATE
 JU1075'HIGHWAY 299 AT MIDDLETOWN, ABOUT 0.1 MILE SOUTH OF MILEPOST
 JU1075'31, AT A BLACK TOP ROAD CROSSING AT THE SMALL COMMUNITY OF
 JU1075'FOREST, 55 FEET SOUTH-SOUTHWEST OF CENTER OF THE CROSSING, 18.3
 JU1075'FEET WEST OF WEST RAIL, 2 1/2 FEET SOUTH OF A TELEPHONE POLE,
 JU1075'1.5 FEET NORTH OF A STEEL WITNESS POST, 1/2 FOOT BELOW LEVEL
 JU1075'OF TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JU1075'3 INCHES.
 JU1075
 JU1075                          STATION RECOVERY (1981)
 JU1075
 JU1075'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1075'RECOVERED IN GOOD CONDITION.
 JU1075
 JU1075                          STATION RECOVERY (1993)
 JU1075
 JU1075'RECOVERY NOTE BY US POWER SQUADRON 1993 (JM)
 JU1075'RECOVERED IN GOOD CONDITION.
 JU1075
 JU1075                          STATION RECOVERY (2013)
 JU1075
 JU1075'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1075'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0869 ***********************************************************************
 HU0869  DESIGNATION -  Q 35
 HU0869  PID         -  HU0869
 HU0869  STATE/COUNTY-  DE/KENT
 HU0869  COUNTRY     -  US
 HU0869  USGS QUAD   -  HARRINGTON (2016)
 HU0869
 HU0869                         *CURRENT SURVEY CONTROL
 HU0869  ______________________________________________________________________
 HU0869* NAD 83(1986) POSITION- 38 54 57.42   (N) 075 32 21.99   (W)   HD_HELD1
 HU0869* NAVD 88 ORTHO HEIGHT -    16.220 (meters)       53.22  (feet) ADJUSTED
 HU0869  ______________________________________________________________________
 HU0869  GEOID HEIGHT    -        -35.174 (meters)                     GEOID18
 HU0869  DYNAMIC HEIGHT  -         16.210 (meters)       53.18  (feet) COMP
 HU0869  MODELED GRAVITY -    980,042.9   (mgal)                       NAVD 88
 HU0869
 HU0869  VERT ORDER      -  FIRST     CLASS I
 HU0869
 HU0869.The horizontal coordinates were determined by differentially corrected
 HU0869.hand held GPS observations or other comparable positioning techniques
 HU0869.and have an estimated accuracy of +/- 3 meters.
 HU0869
 HU0869.The orthometric height was determined by differential leveling and
 HU0869.adjusted by the NATIONAL GEODETIC SURVEY
 HU0869.in June 1991.
 HU0869
 HU0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0869.GEOID18 height accuracy estimate available here.
 HU0869
 HU0869.Click photographs - Photos may exist for this station.
 HU0869
 HU0869.The dynamic height is computed by dividing the NAVD 88
 HU0869.geopotential number by the normal gravity value computed on the
 HU0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0869.degrees latitude (g = 980.6199 gals.).
 HU0869
 HU0869.The modeled gravity was interpolated from observed gravity values.
 HU0869
 HU0869;                    North         East    Units  Estimated Accuracy
 HU0869;SPC DE       -   101,681.8     189,351.9     MT  (+/- 3 meters HH1 GPS) 
 HU0869
 HU0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5323307587(NAD 83)
 HU0869
 HU0869                          SUPERSEDED SURVEY CONTROL
 HU0869
 HU0869  NGVD 29 (11/26/84)   16.463  (m)           54.01   (f) ADJUSTED    1 1
 HU0869
 HU0869.Superseded values are not recommended for survey control.
 HU0869
 HU0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0869.See file dsdata.pdf to determine how the superseded data were derived.
 HU0869
 HU0869_MARKER: DB = BENCH MARK DISK
 HU0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0869_STAMPING: Q 35 1963
 HU0869_MARK LOGO: CGS
 HU0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0869+STABILITY: SURFACE MOTION
 HU0869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0869+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 HU0869
 HU0869  HISTORY     - Date     Condition        Report By
 HU0869  HISTORY     - 1963     MONUMENTED       CGS
 HU0869  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0869  HISTORY     - 20100507 GOOD             BECMOR
 HU0869  HISTORY     - 20120321 GOOD             DELCOS
 HU0869
 HU0869                          STATION DESCRIPTION
 HU0869
 HU0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0869'2.4 MI E FROM HARRINGTON.
 HU0869'2.45 MILES SOUTHEAST AND EAST ALONG THE PENNSYLVANIA RAILROAD
 HU0869'FROM THE STATION AT HARRINGTON, ABOUT 0.4 MILE EAST OF MILEPOST
 HU0869'2, ABOUT 0.3 MILE EAST OF A SAND ROAD CROSSING, 127 FEET WEST OF
 HU0869'POWER POLE 48, 25.5 FEET NORTH OF NORTH RAIL, 8 FEET NORTH OF A
 HU0869'6-FOOT HIGH STEEL WHISTLE POST, 2 FEET SOUTH OF A EAST WEST FENCE
 HU0869'LINE, 1.5 FEET WEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH
 HU0869'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HU0869
 HU0869                          STATION RECOVERY (1981)
 HU0869
 HU0869'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0869'MARK NOT FOUND.
 HU0869
 HU0869                          STATION RECOVERY (2010)
 HU0869
 HU0869'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 HU0869'RECOVERED IN GOOD CONDITION.
 HU0869
 HU0869                          STATION RECOVERY (2012)
 HU0869
 HU0869'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0869'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1059 ***********************************************************************
 JU1059  DESIGNATION -  Q 37
 JU1059  PID         -  JU1059
 JU1059  STATE/COUNTY-  DE/KENT
 JU1059  COUNTRY     -  US
 JU1059  USGS QUAD   -  LITTLE CREEK (2016)
 JU1059
 JU1059                         *CURRENT SURVEY CONTROL
 JU1059  ______________________________________________________________________
 JU1059* NAD 83(1986) POSITION- 39 07 29.     (N) 075 28 17.     (W)   SCALED
 JU1059* NAVD 88 ORTHO HEIGHT -     5.932 (meters)       19.46  (feet) ADJUSTED
 JU1059  ______________________________________________________________________
 JU1059  GEOID HEIGHT    -        -34.598 (meters)                     GEOID18
 JU1059  DYNAMIC HEIGHT  -          5.929 (meters)       19.45  (feet) COMP
 JU1059  MODELED GRAVITY -    980,079.2   (mgal)                       NAVD 88
 JU1059
 JU1059  VERT ORDER      -  FIRST     CLASS I
 JU1059
 JU1059.The horizontal coordinates were scaled from a map and have
 JU1059.an estimated accuracy of +/- 6 seconds.
 JU1059
 JU1059.The orthometric height was determined by differential leveling and
 JU1059.adjusted by the NATIONAL GEODETIC SURVEY
 JU1059.in June 1991.
 JU1059
 JU1059.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1059.GEOID18 height accuracy estimate available here.
 JU1059
 JU1059.Click photographs - Photos may exist for this station.
 JU1059
 JU1059.The dynamic height is computed by dividing the NAVD 88
 JU1059.geopotential number by the normal gravity value computed on the
 JU1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1059.degrees latitude (g = 980.6199 gals.).
 JU1059
 JU1059.The modeled gravity was interpolated from observed gravity values.
 JU1059
 JU1059;                    North         East    Units  Estimated Accuracy
 JU1059;SPC DE       -   124,850.      195,270.      MT  (+/- 180 meters Scaled)
 JU1059
 JU1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ592307(NAD 83)
 JU1059
 JU1059                          SUPERSEDED SURVEY CONTROL
 JU1059
 JU1059  NGVD 29 (11/26/84)    6.170  (m)           20.24   (f) ADJUSTED    1 1
 JU1059
 JU1059.Superseded values are not recommended for survey control.
 JU1059
 JU1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1059.See file dsdata.pdf to determine how the superseded data were derived.
 JU1059
 JU1059_MARKER: DB = BENCH MARK DISK
 JU1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1059_STAMPING: Q 37 1963
 JU1059_MARK LOGO: CGS
 JU1059_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1059+STABILITY: SURFACE MOTION
 JU1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1059+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1990
 JU1059
 JU1059  HISTORY     - Date     Condition        Report By
 JU1059  HISTORY     - 1963     MONUMENTED       CGS
 JU1059  HISTORY     - 1971     GOOD             NGS
 JU1059  HISTORY     - 1981     GOOD             UDE
 JU1059  HISTORY     - 19901105 GOOD             NGS
 JU1059  HISTORY     - 19910822 GOOD             USGS
 JU1059  HISTORY     - 20011212 GOOD             NGS
 JU1059
 JU1059                          STATION DESCRIPTION
 JU1059
 JU1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1059'AT DOVER AFB.
 JU1059'AT THE AIR BASE TERMINAL (BUILDING 501), 78 FEET SOUTHEAST OF THE
 JU1059'SOUTH CORNER OF THE TERMINAL, 17.5 FEET NORTHWEST OF CENTERLINE OF
 JU1059'20TH STREET, 2 FEET NORTHWEST OF A POWER BRACE POLE, 1.5 FEET
 JU1059'SOUTH OF A STEEL WITNESS POST, 1/2 FOOT ABOVE LEVEL OF STREET, AND
 JU1059'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JU1059
 JU1059                          STATION RECOVERY (1971)
 JU1059
 JU1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JU1059'RECOVERED IN GOOD CONDITION.
 JU1059
 JU1059                          STATION RECOVERY (1981)
 JU1059
 JU1059'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1059'RECOVERED IN GOOD CONDITION.
 JU1059
 JU1059                          STATION RECOVERY (1990)
 JU1059
 JU1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU1059'AT DOVER AIR FORCE BASE, AT THE OPERATIONS CENTER (BUILDING 501), 23.8
 JU1059'M (78.1 FT) SOUTHEAST OF THE SOUTH CORNER OF THE BUILDING, 7.1 M
 JU1059'(23.3 FT) NORTHEAST OF THE NORTHEAST CURB OF A PARKING LOT, 5.1 M
 JU1059'(16.7 FT) NORTHWEST OF AND LEVEL WITH THE CENTERLINE OF TWENTIETH
 JU1059'STREET, 0.6 M (2.0 FT) NORTHWEST OF A UTILITY POLE WITH TWO GUY
 JU1059'WIRES, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 JU1059'PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 JU1059
 JU1059                          STATION RECOVERY (1991)
 JU1059
 JU1059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1059'RECOVERED IN GOOD CONDITION.
 JU1059
 JU1059                          STATION RECOVERY (2001)
 JU1059
 JU1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU1059'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1918 ***********************************************************************
 JU1918  DESIGNATION -  Q 38
 JU1918  PID         -  JU1918
 JU1918  STATE/COUNTY-  DE/NEW CASTLE
 JU1918  COUNTRY     -  US
 JU1918  USGS QUAD   -  SAINT GEORGES (2016)
 JU1918
 JU1918                         *CURRENT SURVEY CONTROL
 JU1918  ______________________________________________________________________
 JU1918* NAD 83(1986) POSITION- 39 36 54.     (N) 075 41 05.     (W)   SCALED
 JU1918* NAVD 88 ORTHO HEIGHT -    24.849 (meters)       81.53  (feet) ADJUSTED
 JU1918  ______________________________________________________________________
 JU1918  GEOID HEIGHT    -        -33.100 (meters)                     GEOID18
 JU1918  DYNAMIC HEIGHT  -         24.838 (meters)       81.49  (feet) COMP
 JU1918  MODELED GRAVITY -    980,156.1   (mgal)                       NAVD 88
 JU1918  OBS GRAVITY     -    980,157.1   (mgal)                       GRAV_OBS
 JU1918
 JU1918  VERT ORDER      -  FIRST     CLASS I
 JU1918
 JU1918.The horizontal coordinates were scaled from a map and have
 JU1918.an estimated accuracy of +/- 6 seconds.
 JU1918
 JU1918.The orthometric height was determined by differential leveling and
 JU1918.adjusted by the NATIONAL GEODETIC SURVEY
 JU1918.in June 1991.
 JU1918
 JU1918.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1918.GEOID18 height accuracy estimate available here.
 JU1918
 JU1918.Click photographs - Photos may exist for this station.
 JU1918
 JU1918.The dynamic height is computed by dividing the NAVD 88
 JU1918.geopotential number by the normal gravity value computed on the
 JU1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1918.degrees latitude (g = 980.6199 gals.).
 JU1918
 JU1918.The modeled gravity was interpolated from observed gravity values.
 JU1918
 JU1918.The observed gravity was obtained from relative gravimeter ties
 JU1918.to the IGSN71 gravity network.
 JU1918
 JU1918;                    North         East    Units  Estimated Accuracy
 JU1918;SPC DE       -   179,320.      176,980.      MT  (+/- 180 meters Scaled)
 JU1918
 JU1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ412852(NAD 83)
 JU1918
 JU1918                          SUPERSEDED SURVEY CONTROL
 JU1918
 JU1918  NGVD 29 (01/10/92)   25.084  (m)           82.30   (f) ADJUSTED    1 1
 JU1918  NGVD 29 (??/??/87)   25.084  (m)           82.30   (f) SUPERSEDED  1 1
 JU1918
 JU1918.Superseded values are not recommended for survey control.
 JU1918
 JU1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1918.See file dsdata.pdf to determine how the superseded data were derived.
 JU1918
 JU1918_MARKER: DB = BENCH MARK DISK
 JU1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1918_STAMPING: Q 38 1963
 JU1918_MARK LOGO: CGS
 JU1918_PROJECTION: PROJECTING
 JU1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1918+STABILITY: SURFACE MOTION
 JU1918
 JU1918  HISTORY     - Date     Condition        Report By
 JU1918  HISTORY     - 1963     MONUMENTED       CGS
 JU1918  HISTORY     - 1971     GOOD             NGS
 JU1918  HISTORY     - 1979     GOOD             NGS
 JU1918
 JU1918                          STATION DESCRIPTION
 JU1918
 JU1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1918'3.1 MI NE FROM KIRKWOOD.
 JU1918'3.1 MILES NORTH AND NORTHEAST ALONG THE PENNSYLVANIA RAILROAD
 JU1918'FROM THE CROSSING OF STATE HIGHWAY 71 AT KIRKWOOD, ABOUT 0.25 MILE
 JU1918'SOUTHWEST OF MILEPOST 13, ABOUT 150 YARDS NORTHEAST OF A CURVE
 JU1918'IN TRACK LEADING SOUTH, AT A FIELD ROAD CROSSING, 34.5 FEET
 JU1918'NORTHWEST OF NORTHWEST RAIL, 23 FEET NORTHEAST OF CENTERLINE OF
 JU1918'ROAD, 33 FEET NORTHEAST OF A TELEPHONE POLE, 47 FEET NORTH OF
 JU1918'CENTER OF CROSSING, ABOUT LEVEL WITH TRACK, AND SET IN THE TOP OF
 JU1918'A CONCRETE POST PROJECTING 2 INCHES.
 JU1918
 JU1918                          STATION RECOVERY (1971)
 JU1918
 JU1918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JU1918'RECOVERED IN GOOD CONDITION.
 JU1918
 JU1918                          STATION RECOVERY (1979)
 JU1918
 JU1918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1918'ADD 2 FEET SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1787 ***********************************************************************
 JU1787  DESIGNATION -  Q 39
 JU1787  PID         -  JU1787
 JU1787  STATE/COUNTY-  DE/NEW CASTLE
 JU1787  COUNTRY     -  US
 JU1787  USGS QUAD   -  SAINT GEORGES (2016)
 JU1787
 JU1787                         *CURRENT SURVEY CONTROL
 JU1787  ______________________________________________________________________
 JU1787* NAD 83(1986) POSITION- 39 34 49.     (N) 075 37 45.     (W)   SCALED
 JU1787* NAVD 88 ORTHO HEIGHT -    17.883 (meters)       58.67  (feet) ADJUSTED
 JU1787  ______________________________________________________________________
 JU1787  GEOID HEIGHT    -        -33.263 (meters)                     GEOID18
 JU1787  DYNAMIC HEIGHT  -         17.874 (meters)       58.64  (feet) COMP
 JU1787  MODELED GRAVITY -    980,140.3   (mgal)                       NAVD 88
 JU1787
 JU1787  VERT ORDER      -  FIRST     CLASS I
 JU1787
 JU1787.The horizontal coordinates were scaled from a map and have
 JU1787.an estimated accuracy of +/- 6 seconds.
 JU1787
 JU1787.The orthometric height was determined by differential leveling and
 JU1787.adjusted by the NATIONAL GEODETIC SURVEY
 JU1787.in June 1991.
 JU1787
 JU1787.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1787.GEOID18 height accuracy estimate available here.
 JU1787
 JU1787.Click photographs - Photos may exist for this station.
 JU1787
 JU1787.The dynamic height is computed by dividing the NAVD 88
 JU1787.geopotential number by the normal gravity value computed on the
 JU1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1787.degrees latitude (g = 980.6199 gals.).
 JU1787
 JU1787.The modeled gravity was interpolated from observed gravity values.
 JU1787
 JU1787;                    North         East    Units  Estimated Accuracy
 JU1787;SPC DE       -   175,450.      181,740.      MT  (+/- 180 meters Scaled)
 JU1787
 JU1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ459813(NAD 83)
 JU1787
 JU1787                          SUPERSEDED SURVEY CONTROL
 JU1787
 JU1787  NGVD 29 (11/26/84)   18.125  (m)           59.47   (f) ADJUSTED    1 1
 JU1787
 JU1787.Superseded values are not recommended for survey control.
 JU1787
 JU1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1787.See file dsdata.pdf to determine how the superseded data were derived.
 JU1787
 JU1787_MARKER: DB = BENCH MARK DISK
 JU1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1787_STAMPING: Q 39 1963
 JU1787_MARK LOGO: CGS
 JU1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1787+STABILITY: SURFACE MOTION
 JU1787
 JU1787  HISTORY     - Date     Condition        Report By
 JU1787  HISTORY     - 1963     MONUMENTED       CGS
 JU1787  HISTORY     - 20050817 MARK NOT FOUND   GEOCAC
 JU1787
 JU1787                          STATION DESCRIPTION
 JU1787
 JU1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1787'2 MI NW FROM DELAWARE CITY.
 JU1787'2.0 MILES NORTHWEST AND WEST ALONG STATE HIGHWAY 9 FROM THE
 JU1787'INTERSECTION OF CLINTON STREET AT DELAWARE CITY, AT A POINT WHERE
 JU1787'A BLACK TOP ROAD CONTINUES WEST AND THE HIGHWAY LEADS NORTH, 60.5
 JU1787'FEET NORTHEAST OF CENTER OF THE INTERSECTION, 43 FEET NORTH OF
 JU1787'CENTERLINE OF HIGHWAY, 17 FEET EAST OF THE SOUTHWEST CORNER OF A
 JU1787'FENCE, 2 FEET SOUTH OF THE FENCE LINE, 1 1/2 FEET EAST OF A STEEL
 JU1787'WITNESS POST, 1 FOOT ABOVE LEVEL OF HIGHWAY, AND SET IN THE TOP
 JU1787'OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THIS MARK MAY ALSO
 JU1787'BE REACHED BY GOING 1.65 MILES EAST ALONG THE PENNSYLVANIA
 JU1787'RAILROAD FROM THE CROSSING OF U.S. HIGHWAY 13 AT CORBIT, THENCE
 JU1787'0.85 MILE SOUTH ALONG STATE HIGHWAY 9.
 JU1787
 JU1787                          STATION RECOVERY (2005)
 JU1787
 JU1787'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU1787'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1788 ***********************************************************************
 JU1788  DESIGNATION -  Q 39 RESET
 JU1788  PID         -  JU1788
 JU1788  STATE/COUNTY-  DE/NEW CASTLE
 JU1788  COUNTRY     -  US
 JU1788  USGS QUAD   -  SAINT GEORGES (2016)
 JU1788
 JU1788                         *CURRENT SURVEY CONTROL
 JU1788  ______________________________________________________________________
 JU1788* NAD 83(2011) POSITION- 39 34 50.05436(N) 075 37 44.63211(W)   ADJUSTED
 JU1788* NAD 83(2011) ELLIP HT-   -15.481 (meters)        (06/27/12)   ADJUSTED
 JU1788* NAD 83(2011) EPOCH   -  2010.00
 JU1788* NAVD 88 ORTHO HEIGHT -    17.773 (meters)       58.31  (feet) ADJUSTED
 JU1788  ______________________________________________________________________
 JU1788  GEOID HEIGHT    -        -33.262 (meters)                     GEOID18
 JU1788  NAD 83(2011) X  -  1,221,757.003 (meters)                     COMP
 JU1788  NAD 83(2011) Y  - -4,768,470.135 (meters)                     COMP
 JU1788  NAD 83(2011) Z  -  4,042,192.160 (meters)                     COMP
 JU1788  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC18
 JU1788  DYNAMIC HEIGHT  -         17.764 (meters)       58.28  (feet) COMP
 JU1788  MODELED GRAVITY -    980,140.3   (mgal)                       NAVD 88
 JU1788
 JU1788  VERT ORDER      -  FIRST     CLASS II
 JU1788
 JU1788  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU1788  Standards:
 JU1788         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU1788            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU1788  -------------------------------------------------------------------
 JU1788  NETWORK    0.18   0.31           0.08   0.07   0.16      0.00046745
 JU1788  -------------------------------------------------------------------
 JU1788  Click here for local accuracies and other accuracy information.
 JU1788
 JU1788.The horizontal coordinates were established by GPS observations
 JU1788.and adjusted by the National Geodetic Survey in June 2012.
 JU1788
 JU1788.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU1788.been affixed to the stable North American tectonic plate. See 
 JU1788.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU1788
 JU1788.The horizontal coordinates are valid at the epoch date displayed above
 JU1788.which is a decimal equivalence of Year/Month/Day.
 JU1788
 JU1788.The orthometric height was determined by differential leveling and
 JU1788.adjusted by the NATIONAL GEODETIC SURVEY
 JU1788.in June 1991.
 JU1788
 JU1788.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1788.GEOID18 height accuracy estimate available here.
 JU1788
 JU1788.Click photographs - Photos may exist for this station.
 JU1788
 JU1788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1788
 JU1788.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1788
 JU1788.The ellipsoidal height was determined by GPS observations
 JU1788.and is referenced to NAD 83.
 JU1788
 JU1788.The dynamic height is computed by dividing the NAVD 88
 JU1788.geopotential number by the normal gravity value computed on the
 JU1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1788.degrees latitude (g = 980.6199 gals.).
 JU1788
 JU1788.The modeled gravity was interpolated from observed gravity values.
 JU1788
 JU1788. The following values were computed from the NAD 83(2011) position.
 JU1788
 JU1788;                    North         East     Units Scale Factor Converg.
 JU1788;SPC DE       -   175,482.190   181,752.133   MT  0.99999910   -0 08 07.2
 JU1788;SPC DE       -   575,727.82    596,298.46   sFT  0.99999910   -0 08 07.2
 JU1788;UTM  18      - 4,381,395.321   445,975.950   MT  0.99963593   -0 24 03.0
 JU1788
 JU1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1788!SPC DE       -   1.00000243  x   0.99999910  =   1.00000153
 JU1788!UTM  18      -   1.00000243  x   0.99963593  =   0.99963836
 JU1788
 JU1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4597581395(NAD 83)
 JU1788
 JU1788                          SUPERSEDED SURVEY CONTROL
 JU1788
 JU1788  NAD 83(2007)-  39 34 50.05464(N)    075 37 44.63293(W) AD(2002.00) 1
 JU1788  ELLIP H (04/14/09)  -15.461  (m)                       GP(2002.00) 4 1
 JU1788  NAD 83(1991)-  39 34 50.05472(N)    075 37 44.63280(W) AD(       ) 1
 JU1788  ELLIP H (12/29/05)  -15.457  (m)                       GP(       ) 4 1
 JU1788  NAVD 88              17.77   (m)           58.3    (f) LEVELING    3  
 JU1788  NGVD 29 (??/??/??)   17.97   (m)           59.0    (f) RESET       3  
 JU1788
 JU1788.Superseded values are not recommended for survey control.
 JU1788
 JU1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1788.See file dsdata.pdf to determine how the superseded data were derived.
 JU1788
 JU1788_MARKER: DB = BENCH MARK DISK
 JU1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1788_STAMPING: Q 39 RESET 1966
 JU1788_MARK LOGO: CGS
 JU1788_PROJECTION: FLUSH
 JU1788_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1788+STABILITY: SURFACE MOTION
 JU1788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1788+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1788
 JU1788  HISTORY     - Date     Condition        Report By
 JU1788  HISTORY     - 1966     MONUMENTED       DEDHT
 JU1788  HISTORY     - 1967     GOOD             DEDHT
 JU1788  HISTORY     - 1979     GOOD             NGS
 JU1788  HISTORY     - 1983     GOOD             USPSQD
 JU1788  HISTORY     - 19910309 GOOD             USPSQD
 JU1788  HISTORY     - 20000303 GOOD             USPSQD
 JU1788  HISTORY     - 20050817 GOOD             GEOCAC
 JU1788  HISTORY     - 20051007 GOOD             JMTMD
 JU1788  HISTORY     - 20130711 GOOD             DELCOS
 JU1788
 JU1788                          STATION DESCRIPTION
 JU1788
 JU1788'DESCRIBED BY DE DEPT OF HIGHWAYS 1967
 JU1788'2 MI NW FROM DELAWARE CITY.
 JU1788'2 MILES NORTHWEST AND WEST ALONG STATE HIGHWAY 9 FROM ITS
 JU1788'INTERSECTION WITH CLINTON STREET AT DELAWARE CITY, AT A POINT
 JU1788'WHERE A BLACKTOP ROAD CONTINUES WEST, (ROUTE 9 KNOWN AS WRANGLE
 JU1788'ROAD) AND THE HIGHWAY LEADING NORTH (ROUTE 9 KNOWN AS RIVER ROAD),
 JU1788'55 FEET NORTH OF THE INTERSECTION (ALONG RIVER ROAD) AND 71.5 FEET
 JU1788'EAST OF THE CENTER LINE OF RIVER ROAD, 33.5 FEET EAST OF A FENCE
 JU1788'CORNER, 2 FEET NORTHWEST OF A STEEL WITNESS POST, 2 FEET ABOVE
 JU1788'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JU1788'PROJECTING 4 INCHES.
 JU1788
 JU1788                          STATION RECOVERY (1979)
 JU1788
 JU1788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1788'RECOVERED IN GOOD CONDITION.
 JU1788
 JU1788                          STATION RECOVERY (1983)
 JU1788
 JU1788'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU1788'WITNESS POST MISSING. THREE WIRE FENCE POSTS SET IN TRIPOD FASHION
 JU1788'OVER BENCH MARK. BENCH MARK IS 11 FEET SOUTHWEST FROM GETTY OIL
 JU1788'PROPERTY FENCE AND 25 FEET FROM DST CO. POLE NUMBER 106-1. NOTE FENCE
 JU1788'FOLLOWS RADIUS BETWEEN WRANGLE HILL AND RIVER ROADS. NO CORNER IS
 JU1788'FENCING.
 JU1788
 JU1788                          STATION RECOVERY (1991)
 JU1788
 JU1788'RECOVERY NOTE BY US POWER SQUADRON 1991 (WAU)
 JU1788'RECOVERED IN GOOD CONDITION.
 JU1788
 JU1788                          STATION RECOVERY (2000)
 JU1788
 JU1788'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU1788'RECOVERED IN GOOD CONDITION.
 JU1788
 JU1788                          STATION RECOVERY (2005)
 JU1788
 JU1788'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU1788'THE STATION IS 25 FEET SOUTHEAST OF POLE NUMBER 106 AND ABOUT 20 FEET
 JU1788'NORTHWEST OF A METAL POLE THAT SUPPORTS TRAFFIC SIGNALS.
 JU1788
 JU1788                          STATION RECOVERY (2005)
 JU1788
 JU1788'RECOVERY NOTE BY JMT ENGINEERING 2005 (BRH)
 JU1788'RECOVERED AS DESCRIBED.
 JU1788
 JU1788                          STATION RECOVERY (2013)
 JU1788
 JU1788'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1788'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0399 ***********************************************************************
 HU0399  DESIGNATION -  Q 4
 HU0399  PID         -  HU0399
 HU0399  STATE/COUNTY-  DE/SUSSEX
 HU0399  COUNTRY     -  US
 HU0399  USGS QUAD   -  DELMAR (2016)
 HU0399
 HU0399                         *CURRENT SURVEY CONTROL
 HU0399  ______________________________________________________________________
 HU0399* NAD 83(1986) POSITION- 38 29 10.     (N) 075 34 30.     (W)   SCALED
 HU0399* NAVD 88 ORTHO HEIGHT -    13.969 (meters)       45.83  (feet) ADJUSTED
 HU0399  ______________________________________________________________________
 HU0399  GEOID HEIGHT    -        -35.710 (meters)                     GEOID18
 HU0399  DYNAMIC HEIGHT  -         13.960 (meters)       45.80  (feet) COMP
 HU0399  MODELED GRAVITY -    980,014.3   (mgal)                       NAVD 88
 HU0399
 HU0399  VERT ORDER      -  FIRST     CLASS II
 HU0399
 HU0399.The horizontal coordinates were scaled from a map and have
 HU0399.an estimated accuracy of +/- 6 seconds.
 HU0399
 HU0399.The orthometric height was determined by differential leveling and
 HU0399.adjusted by the NATIONAL GEODETIC SURVEY
 HU0399.in June 1991.
 HU0399
 HU0399.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0399.GEOID18 height accuracy estimate available here.
 HU0399
 HU0399.Click photographs - Photos may exist for this station.
 HU0399
 HU0399.The dynamic height is computed by dividing the NAVD 88
 HU0399.geopotential number by the normal gravity value computed on the
 HU0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0399.degrees latitude (g = 980.6199 gals.).
 HU0399
 HU0399.The modeled gravity was interpolated from observed gravity values.
 HU0399
 HU0399;                    North         East    Units  Estimated Accuracy
 HU0399;SPC DE       -    53,970.      186,190.      MT  (+/- 180 meters Scaled)
 HU0399
 HU0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH498599(NAD 83)
 HU0399
 HU0399                          SUPERSEDED SURVEY CONTROL
 HU0399
 HU0399  NGVD 29 (11/26/84)   14.219  (m)           46.65   (f) ADJUSTED    1 2
 HU0399
 HU0399.Superseded values are not recommended for survey control.
 HU0399
 HU0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0399.See file dsdata.pdf to determine how the superseded data were derived.
 HU0399
 HU0399_MARKER: DB = BENCH MARK DISK
 HU0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0399_STAMPING: Q 4 1935
 HU0399_MARK LOGO: CGS
 HU0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0399+STABILITY: SURFACE MOTION
 HU0399
 HU0399  HISTORY     - Date     Condition        Report By
 HU0399  HISTORY     - 1935     MONUMENTED       CGS
 HU0399  HISTORY     - 1963     MARK NOT FOUND   CGS
 HU0399  HISTORY     - 1981     GOOD             UDE
 HU0399  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0399
 HU0399                          STATION DESCRIPTION
 HU0399
 HU0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0399'2.1 MI N FROM DELMAR.
 HU0399'2.1 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0399'AT DELMAR, ABOUT 1270 FEET SOUTH OF MILEPOST 95, 36 FEET SOUTHEAST
 HU0399'OF A ROAD CROSSING, 22 FEET EAST OF THE CENTERLINE OF THE
 HU0399'NORTH-BOUND TRACK, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 HU0399'STAMPED Q 4 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HU0399
 HU0399                          STATION RECOVERY (1981)
 HU0399
 HU0399'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0399'RECOVERED IN GOOD CONDITION.
 HU0399
 HU0399                          STATION RECOVERY (2013)
 HU0399
 HU0399'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0399'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2199 ***********************************************************************
 JU2199  DESIGNATION -  Q 41
 JU2199  PID         -  JU2199
 JU2199  STATE/COUNTY-  DE/NEW CASTLE
 JU2199  COUNTRY     -  US
 JU2199  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2199
 JU2199                         *CURRENT SURVEY CONTROL
 JU2199  ______________________________________________________________________
 JU2199* NAD 83(1986) POSITION- 39 41 43.6    (N) 075 33 58.7    (W)   HD_HELD2
 JU2199* NAVD 88 ORTHO HEIGHT -    23.388 (meters)       76.73  (feet) ADJUSTED
 JU2199  ______________________________________________________________________
 JU2199  GEOID HEIGHT    -        -33.026 (meters)                     GEOID18
 JU2199  DYNAMIC HEIGHT  -         23.377 (meters)       76.70  (feet) COMP
 JU2199  MODELED GRAVITY -    980,167.7   (mgal)                       NAVD 88
 JU2199
 JU2199  VERT ORDER      -  FIRST     CLASS II
 JU2199
 JU2199.The horizontal coordinates were established by autonomous hand held GPS
 JU2199.observations and have an estimated accuracy of +/- 10 meters.
 JU2199
 JU2199.The orthometric height was determined by differential leveling and
 JU2199.adjusted by the NATIONAL GEODETIC SURVEY
 JU2199.in June 1991.
 JU2199
 JU2199.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2199.GEOID18 height accuracy estimate available here.
 JU2199
 JU2199.Click photographs - Photos may exist for this station.
 JU2199
 JU2199.The dynamic height is computed by dividing the NAVD 88
 JU2199.geopotential number by the normal gravity value computed on the
 JU2199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2199.degrees latitude (g = 980.6199 gals.).
 JU2199
 JU2199.The modeled gravity was interpolated from observed gravity values.
 JU2199
 JU2199;                    North         East    Units  Estimated Accuracy
 JU2199;SPC DE       -   188,225.      187,165.      MT  (+/- 10 meters HH2 GPS)
 JU2199
 JU2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5144694108(NAD 83)
 JU2199
 JU2199                          SUPERSEDED SURVEY CONTROL
 JU2199
 JU2199  NGVD 29 (01/10/92)   23.642  (m)           77.57   (f) ADJUSTED    1 2
 JU2199
 JU2199.Superseded values are not recommended for survey control.
 JU2199
 JU2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2199.See file dsdata.pdf to determine how the superseded data were derived.
 JU2199
 JU2199_MARKER: DV = VERTICAL CONTROL DISK
 JU2199_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JU2199_STAMPING: Q 41 1979
 JU2199_MARK LOGO: NGS
 JU2199_PROJECTION: FLUSH
 JU2199_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2199+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU2199_ROD/PIPE-DEPTH: 4.57 meters
 JU2199
 JU2199  HISTORY     - Date     Condition        Report By
 JU2199  HISTORY     - 1979     MONUMENTED       NGS
 JU2199  HISTORY     - 20130711 GOOD             DELCOS
 JU2199
 JU2199                          STATION DESCRIPTION
 JU2199
 JU2199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2199'0.9 MI WEST FROM TOLL GATE DE MEMORIAL BRIDGE.
 JU2199'0.9 MILE WEST ALONG U.S. INTERSTATE 295 (40) FROM THE TOLL GATE
 JU2199'OF THE EAST BOUND LANE OF THE DELAWARE MEMORIAL TO THE MARK ON THE
 JU2199'LEFT, AT CULDESAC OF LANDERS LANE SPUR, SOUTHEAST AND ACROSS THE
 JU2199'INTERSTATE FROM THE RAMADA INN, 29.5 FEET SOUTHEAST OF THE CENTER LINE
 JU2199'OF LANDERS LANE SPUR, 12.5 FEET NORTHEAST OF THE CENTER OF A SEWER
 JU2199'DRAIN MANHOLE COVER, 5.7 FEET NORTHEAST OF THE WEST END OF A CHAIN
 JU2199'LINK FENCE, 3 FEET NORTHEAST OF POWER POLE 55, 41571, 48099, WITH
 JU2199'STEPS, 3 GUY WIRES AND A LIGHT.
 JU2199'THE MARK IS 1 FT  SW FROM A WITNESS POST.
 JU2199'THE MARK IS 1 FT ABOVE CULDESAC.
 JU2199
 JU2199                          STATION RECOVERY (2013)
 JU2199
 JU2199'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU2199'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DM8483 ***********************************************************************
 DM8483  DESIGNATION -  Q 47
 DM8483  PID         -  DM8483
 DM8483  STATE/COUNTY-  DE/SUSSEX
 DM8483  COUNTRY     -  US
 DM8483  USGS QUAD   -  ELLENDALE (2016)
 DM8483
 DM8483                         *CURRENT SURVEY CONTROL
 DM8483  ______________________________________________________________________
 DM8483* NAD 83(1986) POSITION- 38 45 41.15   (N) 075 26 17.02   (W)   HD_HELD1
 DM8483* NAVD 88 ORTHO HEIGHT -    14.018 (meters)       45.99  (feet) ADJUSTED
 DM8483  ______________________________________________________________________
 DM8483  GEOID HEIGHT    -        -35.520 (meters)                     GEOID18
 DM8483  DYNAMIC HEIGHT  -         14.009 (meters)       45.96  (feet) COMP
 DM8483  MODELED GRAVITY -    980,030.1   (mgal)                       NAVD 88
 DM8483
 DM8483  VERT ORDER      -  SECOND    CLASS I
 DM8483
 DM8483.The horizontal coordinates were determined by differentially corrected
 DM8483.hand held GPS observations or other comparable positioning techniques
 DM8483.and have an estimated accuracy of +/- 3 meters.
 DM8483
 DM8483.The orthometric height was determined by differential leveling and
 DM8483.adjusted by the NATIONAL GEODETIC SURVEY
 DM8483.in July 2011.
 DM8483
 DM8483.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8483.GEOID18 height accuracy estimate available here.
 DM8483
 DM8483.Click photographs - Photos may exist for this station.
 DM8483
 DM8483.The dynamic height is computed by dividing the NAVD 88
 DM8483.geopotential number by the normal gravity value computed on the
 DM8483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8483.degrees latitude (g = 980.6199 gals.).
 DM8483
 DM8483.The modeled gravity was interpolated from observed gravity values.
 DM8483
 DM8483;                    North         East    Units  Estimated Accuracy
 DM8483;SPC DE       -    84,521.4     198,140.5     MT  (+/- 3 meters HH1 GPS) 
 DM8483
 DM8483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6194090393(NAD 83)
 DM8483
 DM8483                          SUPERSEDED SURVEY CONTROL
 DM8483
 DM8483.No superseded survey control is available for this station.
 DM8483
 DM8483_MARKER: DD = SURVEY DISK
 DM8483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8483_STAMPING: Q 47 2010
 DM8483_MARK LOGO: DEDT
 DM8483_PROJECTION: FLUSH
 DM8483_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8483+STABILITY: SURFACE MOTION
 DM8483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8483+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 DM8483
 DM8483  HISTORY     - Date     Condition        Report By
 DM8483  HISTORY     - 20100601 MONUMENTED       DEDT
 DM8483
 DM8483                          STATION DESCRIPTION
 DM8483
 DM8483'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (BRC)
 DM8483'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST OF MILTON, 5.7 MI (9.2
 DM8483'KM) NORTH-NORTHWEST OF GEORGETOWN AND 3.2 MI (5.1 KM) SOUTH-SOUTHWEST
 DM8483'OF ELLENDALE.
 DM8483'
 DM8483'TO REACH FROM THE INTERSECTION OF US HIGHWAY 113 (DUPONT BLVD) AND
 DM8483'STATE ROUTE 16 (BEACH HWY) PROCEED SOUTH ALONG US HIGHWAY 113 (DUPONT
 DM8483'BLVD) TO THE INTERSECTION OF US HIGHWAY 113 (DUPONT BLVD)AND SUSSEX
 DM8483'579 (E.ROBBINS RD) THENCE PROCEED EAST ALONG SUSSEX 579 (E.ROBBINS RD)
 DM8483'75 FT (22.9 M) AND THE MARK ON THE RIGHT.  THE MARK IS LOCATED ON THE
 DM8483'SOUTHEAST CORNER OF THE INTERSECTION OF SUSSEX 579 (E.ROBBINS RD) AND
 DM8483'US HIGHWAY 113 (DUPONT BLVD).
 DM8483'
 DM8483'THE MARK IS 30.7 FT (9.4 M) EAST OF THE CENTERLINE OF THE SOUTHBOUND
 DM8483'LANES OF US HIGHWAY 113 (DUPONT BLVD), 121.85 FT (37.1 M)
 DM8483'SOUTH-SOUTHWEST OF THE SOUTHWESTERLY CORNER OF A CONCRETE ISLAND,
 DM8483'130.5 FT (39.8 M) SOUTH-SOUTHWEST OF THE SOUTHEASTERLY CORNER OF A
 DM8483'CONCRETE ISLAND AND 63.0 FT (19.2 M) SOUTH-SOUTHWEST OF THE SOUTHERLY
 DM8483'END OF A REINFORCED CONCRETE CROSSROAD PIPE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0215 ***********************************************************************
 HU0215  DESIGNATION -  Q 8
 HU0215  PID         -  HU0215
 HU0215  STATE/COUNTY-  DE/SUSSEX
 HU0215  COUNTRY     -  US
 HU0215  USGS QUAD   -  MILLSBORO (2016)
 HU0215
 HU0215                         *CURRENT SURVEY CONTROL
 HU0215  ______________________________________________________________________
 HU0215* NAD 83(1986) POSITION- 38 34 08.     (N) 075 20 00.     (W)   SCALED
 HU0215* NAVD 88 ORTHO HEIGHT -    12.013 (meters)       39.41  (feet) ADJUSTED
 HU0215  ______________________________________________________________________
 HU0215  GEOID HEIGHT    -        -35.738 (meters)                     GEOID18
 HU0215  DYNAMIC HEIGHT  -         12.006 (meters)       39.39  (feet) COMP
 HU0215  MODELED GRAVITY -    980,019.1   (mgal)                       NAVD 88
 HU0215
 HU0215  VERT ORDER      -  SECOND    CLASS 0
 HU0215
 HU0215.The horizontal coordinates were scaled from a map and have
 HU0215.an estimated accuracy of +/- 6 seconds.
 HU0215
 HU0215.The orthometric height was determined by differential leveling and
 HU0215.adjusted by the NATIONAL GEODETIC SURVEY
 HU0215.in June 1991.
 HU0215
 HU0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0215.GEOID18 height accuracy estimate available here.
 HU0215
 HU0215.Click photographs - Photos may exist for this station.
 HU0215
 HU0215.The dynamic height is computed by dividing the NAVD 88
 HU0215.geopotential number by the normal gravity value computed on the
 HU0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0215.degrees latitude (g = 980.6199 gals.).
 HU0215
 HU0215.The modeled gravity was interpolated from observed gravity values.
 HU0215
 HU0215;                    North         East    Units  Estimated Accuracy
 HU0215;SPC DE       -    63,150.      207,260.      MT  (+/- 180 meters Scaled)
 HU0215
 HU0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH709689(NAD 83)
 HU0215
 HU0215                          SUPERSEDED SURVEY CONTROL
 HU0215
 HU0215  NGVD 29 (11/26/84)   12.253  (m)           40.20   (f) ADJUSTED    2 0
 HU0215
 HU0215.Superseded values are not recommended for survey control.
 HU0215
 HU0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0215.See file dsdata.pdf to determine how the superseded data were derived.
 HU0215
 HU0215_MARKER: DB = BENCH MARK DISK
 HU0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0215_STAMPING: Q 8 1942
 HU0215_MARK LOGO: CGS
 HU0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0215+STABILITY: SURFACE MOTION
 HU0215
 HU0215  HISTORY     - Date     Condition        Report By
 HU0215  HISTORY     - 1942     MONUMENTED       CGS
 HU0215  HISTORY     - 1965     MARK NOT FOUND   CGS
 HU0215  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0215  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HU0215  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0215
 HU0215                          STATION DESCRIPTION
 HU0215
 HU0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0215'2.7 MI SW FROM MILLSBORO.
 HU0215'THIS MARK IS ALONG HIGHWAY 24 ABOUT 2.7 MILES SOUTHWEST ALONG
 HU0215'HIGHWAY 24 FROM THE RAILROAD CROSSING AT MILLSBORO, SUSSEX
 HU0215'COUNTY, ABOUT 100 YARDS NORTH OF THE J.R. JACKSON AUTO PAINT
 HU0215'SHOP, IN THE SOUTHWEST CORNER OF THE PINE WOODED AREA, ABOUT 100
 HU0215'FEET NORTHEAST OF A CEDAR SHRUB HEDGE ROW ALONG THE NORTHEAST
 HU0215'EDGE OF THE YARD AT A WHITE HOUSE, 30 FEET SOUTHEAST OF THE
 HU0215'CENTER LINE OF THE HIGHWAY AND IS A STANDARD DISK SET IN THE
 HU0215'TOP OF A CONCRETE POST ABOUT 3 FEET NORTHWEST OF A STANDARD
 HU0215'REFERENCE POST.
 HU0215
 HU0215                          STATION RECOVERY (1965)
 HU0215
 HU0215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HU0215'MARK NOT FOUND.
 HU0215
 HU0215                          STATION RECOVERY (1981)
 HU0215
 HU0215'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0215'MARK NOT FOUND.
 HU0215
 HU0215                          STATION RECOVERY (1987)
 HU0215
 HU0215'RECOVERY NOTE BY US POWER SQUADRON 1987 (DAP)
 HU0215'MARK NOT FOUND.
 HU0215
 HU0215                          STATION RECOVERY (2013)
 HU0215
 HU0215'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0215'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0962 ***********************************************************************
 HU0962  DESIGNATION -  Q 9
 HU0962  PID         -  HU0962
 HU0962  STATE/COUNTY-  DE/SUSSEX
 HU0962  COUNTRY     -  US
 HU0962  USGS QUAD   -  SEAFORD WEST (2016)
 HU0962
 HU0962                         *CURRENT SURVEY CONTROL
 HU0962  ______________________________________________________________________
 HU0962* NAD 83(1986) POSITION- 38 38 44.     (N) 075 37 39.     (W)   SCALED
 HU0962* NAVD 88 ORTHO HEIGHT -     8.794 (meters)       28.85  (feet) ADJUSTED
 HU0962  ______________________________________________________________________
 HU0962  GEOID HEIGHT    -        -35.568 (meters)                     GEOID18
 HU0962  DYNAMIC HEIGHT  -          8.788 (meters)       28.83  (feet) COMP
 HU0962  MODELED GRAVITY -    980,018.3   (mgal)                       NAVD 88
 HU0962
 HU0962  VERT ORDER      -  SECOND    CLASS 0
 HU0962
 HU0962.The horizontal coordinates were scaled from a map and have
 HU0962.an estimated accuracy of +/- 6 seconds.
 HU0962
 HU0962.The orthometric height was determined by differential leveling and
 HU0962.adjusted by the NATIONAL GEODETIC SURVEY
 HU0962.in June 1991.
 HU0962
 HU0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0962.GEOID18 height accuracy estimate available here.
 HU0962
 HU0962.Click photographs - Photos may exist for this station.
 HU0962
 HU0962.The dynamic height is computed by dividing the NAVD 88
 HU0962.geopotential number by the normal gravity value computed on the
 HU0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0962.degrees latitude (g = 980.6199 gals.).
 HU0962
 HU0962.The modeled gravity was interpolated from observed gravity values.
 HU0962
 HU0962;                    North         East    Units  Estimated Accuracy
 HU0962;SPC DE       -    71,680.      181,650.      MT  (+/- 180 meters Scaled)
 HU0962
 HU0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH453776(NAD 83)
 HU0962
 HU0962                          SUPERSEDED SURVEY CONTROL
 HU0962
 HU0962  NGVD 29 (11/26/84)    9.041  (m)           29.66   (f) ADJUSTED    2 0
 HU0962
 HU0962.Superseded values are not recommended for survey control.
 HU0962
 HU0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0962.See file dsdata.pdf to determine how the superseded data were derived.
 HU0962
 HU0962_MARKER: DB = BENCH MARK DISK
 HU0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0962_STAMPING: Q 9 1942
 HU0962_MARK LOGO: CGS
 HU0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0962+STABILITY: SURFACE MOTION
 HU0962
 HU0962  HISTORY     - Date     Condition        Report By
 HU0962  HISTORY     - 1942     MONUMENTED       CGS
 HU0962  HISTORY     - 1955     MARK NOT FOUND   CGS
 HU0962  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0962  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0962
 HU0962                          STATION DESCRIPTION
 HU0962
 HU0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0962'0.5 MI SW FROM SEAFORD.
 HU0962'0.5 MILE SOUTHWEST ALONG HIGHWAY 20 FROM THE CONCRETE BRIDGE OVER
 HU0962'THE RAILROAD AT SEAFORD, SUSSEX COUNTY, 31.9 FEET NORTH OF THE
 HU0962'CENTER LINE OF HIGHWAY 20, 2.5 FEET EAST OF POLE NUMBER 35-1/2 IN
 HU0962'LINE WITH POLES, 0.1 MILE EAST ALONG THE HIGHWAY FROM A 2-STORY
 HU0962'WHITE HOUSE, ABOUT 1.0 FOOT LOWER THAN THE HIGHWAY, 2.0 FEET FROM
 HU0962'A STANDARD REFERENCE POST, A U.S.C. AND G.S. DISK SET IN THE TOP
 HU0962'OF A CONCRETE POST.
 HU0962
 HU0962                          STATION RECOVERY (1955)
 HU0962
 HU0962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 HU0962'MARK NOT FOUND.
 HU0962
 HU0962                          STATION RECOVERY (1981)
 HU0962
 HU0962'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0962'MARK NOT FOUND.
 HU0962
 HU0962                          STATION RECOVERY (2013)
 HU0962
 HU0962'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0962'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1388 ***********************************************************************
 HU1388  DESIGNATION -  QUILLEN POINT FLAGPOLE
 HU1388  PID         -  HU1388
 HU1388  STATE/COUNTY-  DE/SUSSEX
 HU1388  COUNTRY     -  US
 HU1388  USGS QUAD   -  BETHANY BEACH (2016)
 HU1388
 HU1388                         *CURRENT SURVEY CONTROL
 HU1388  ______________________________________________________________________
 HU1388* NAD 83(1991) POSITION- 38 35 17.98862(N) 075 04 32.10063(W)   ADJUSTED
 HU1388  ______________________________________________________________________
 HU1388  GEOID HEIGHT    -        -35.749 (meters)                     GEOID18
 HU1388  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC18
 HU1388  HORZ ORDER      -  THIRD
 HU1388
 HU1388.The horizontal coordinates were established by classical geodetic methods
 HU1388.and adjusted by the National Geodetic Survey in January 1992.
 HU1388
 HU1388.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1388.GEOID18 height accuracy estimate available here.
 HU1388
 HU1388.Click photographs - Photos may exist for this station.
 HU1388
 HU1388.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1388
 HU1388. The following values were computed from the NAD 83(1991) position.
 HU1388
 HU1388;                    North         East     Units Scale Factor Converg.
 HU1388;SPC DE       -    65,360.701   229,717.146   MT  1.00000587   +0 12 45.9
 HU1388;SPC DE       -   214,437.57    753,663.67   sFT  1.00000587   +0 12 45.9
 HU1388;UTM  18      - 4,271,097.462   493,417.335   MT  0.99960053   -0 02 49.7
 HU1388
 HU1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9341771097(NAD 83)
 HU1388
 HU1388                          SUPERSEDED SURVEY CONTROL
 HU1388
 HU1388  NAD 83(1986)-  38 35 17.97184(N)    075 04 32.11759(W) AD(       ) 3
 HU1388  NAD 27      -  38 35 17.57322(N)    075 04 33.46616(W) AD(       ) 3
 HU1388
 HU1388.Superseded values are not recommended for survey control.
 HU1388
 HU1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1388.See file dsdata.pdf to determine how the superseded data were derived.
 HU1388
 HU1388_MARKER: 62 = FLAGPOLE
 HU1388
 HU1388  HISTORY     - Date     Condition        Report By
 HU1388  HISTORY     - 1909     FIRST OBSERVED   CGS
 HU1388  HISTORY     - 1934     MARK NOT FOUND   CGS
 HU1388  HISTORY     - 1962     POOR             CGS
 HU1388  HISTORY     - 1970     POOR             NGS
 HU1388
 HU1388                          STATION DESCRIPTION
 HU1388
 HU1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1388'STATION LOST.  ACCORDING TO RESIDENTS IN THE NEARBY QUILLEN
 HU1388'HOUSE, THIS FLAGPOLE WAS TAKEN DOWN SEVERAL YEARS AGO.
 HU1388'
 HU1388'A NEW FLAGPOLE HAS BEEN ERECTED NEAR THE SAME SITE AND WAS
 HU1388'LOCATED BY THIS PARTY IN 1934.
 HU1388
 HU1388                          STATION RECOVERY (1962)
 HU1388
 HU1388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1388'THE STATION WAS RECOVERED AS DESCRIBED BUT FOUND IN RATHER POOR
 HU1388'CONDITION.  THE STRUCTURE IS LEANING TO THE SOUTHEAST.  THE
 HU1388'POINT INTERSECTED WAS THE CENTER OF THE POLE ABOUT
 HU1388'MID-WAY.  APPARENTLY AFTER THE MARCH, 1962 STORM THE
 HU1388'STRUCTURE WAS DAMAGED.
 HU1388
 HU1388                          STATION RECOVERY (1970)
 HU1388
 HU1388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1388'STATION RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1070 ***********************************************************************
 JU1070  DESIGNATION -  R 1
 JU1070  PID         -  JU1070
 JU1070  STATE/COUNTY-  DE/NEW CASTLE
 JU1070  COUNTRY     -  US
 JU1070  USGS QUAD   -  MIDDLETOWN (2016)
 JU1070
 JU1070                         *CURRENT SURVEY CONTROL
 JU1070  ______________________________________________________________________
 JU1070* NAD 83(1986) POSITION- 39 25 58.7    (N) 075 43 01.0    (W)   HD_HELD2
 JU1070* NAVD 88 ORTHO HEIGHT -    15.041 (meters)       49.35  (feet) ADJUSTED
 JU1070  ______________________________________________________________________
 JU1070  GEOID HEIGHT    -        -33.544 (meters)                     GEOID18
 JU1070  DYNAMIC HEIGHT  -         15.033 (meters)       49.32  (feet) COMP
 JU1070  MODELED GRAVITY -    980,118.3   (mgal)                       NAVD 88
 JU1070
 JU1070  VERT ORDER      -  FIRST     CLASS I
 JU1070
 JU1070.The horizontal coordinates were established by autonomous hand held GPS
 JU1070.observations and have an estimated accuracy of +/- 10 meters.
 JU1070
 JU1070.The orthometric height was determined by differential leveling and
 JU1070.adjusted by the NATIONAL GEODETIC SURVEY
 JU1070.in June 1991.
 JU1070
 JU1070.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1070.GEOID18 height accuracy estimate available here.
 JU1070
 JU1070.Click photographs - Photos may exist for this station.
 JU1070
 JU1070.The dynamic height is computed by dividing the NAVD 88
 JU1070.geopotential number by the normal gravity value computed on the
 JU1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1070.degrees latitude (g = 980.6199 gals.).
 JU1070
 JU1070.The modeled gravity was interpolated from observed gravity values.
 JU1070
 JU1070;                    North         East    Units  Estimated Accuracy
 JU1070;SPC DE       -   159,117.      174,147.      MT  (+/- 10 meters HH2 GPS)
 JU1070
 JU1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3829865070(NAD 83)
 JU1070
 JU1070                          SUPERSEDED SURVEY CONTROL
 JU1070
 JU1070  NGVD 29 (11/26/84)   15.282  (m)           50.14   (f) ADJUSTED    1 1
 JU1070
 JU1070.Superseded values are not recommended for survey control.
 JU1070
 JU1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1070.See file dsdata.pdf to determine how the superseded data were derived.
 JU1070
 JU1070_MARKER: DB = BENCH MARK DISK
 JU1070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1070_SP_SET: FOUNDATION
 JU1070_STAMPING: 50.525 R 1 1931
 JU1070_MARK LOGO: CGS
 JU1070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1070
 JU1070  HISTORY     - Date     Condition        Report By
 JU1070  HISTORY     - 1931     MONUMENTED       CGS
 JU1070  HISTORY     - 1963     GOOD             CGS
 JU1070  HISTORY     - 1981     GOOD             UDE
 JU1070  HISTORY     - 19930130 POOR             USPSQD
 JU1070  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1070
 JU1070                          STATION DESCRIPTION
 JU1070
 JU1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1070'1.2 MI S FROM MIDDLETOWN.
 JU1070'1.2 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE CROSSING
 JU1070'OF STATE HIGHWAY 299 AT MIDDLETOWN, AT A OVERHEAD ROAD CROSSING,
 JU1070'SET VERTICALLY IN THE CENTER OF THE EAST FACE OF THE FOUNDATION
 JU1070'OF THE SUPPORTS FOR THE OVERHEAD ROAD, 9 FEET WEST OF WEST RAIL,
 JU1070'4 1/2 FEET ABOVE THE GROUND, AND ABOUT 2 1/2 FEET ABOVE LEVEL
 JU1070'OF TRACK.
 JU1070
 JU1070                          STATION RECOVERY (1981)
 JU1070
 JU1070'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1070'RECOVERED IN GOOD CONDITION.
 JU1070
 JU1070                          STATION RECOVERY (1993)
 JU1070
 JU1070'RECOVERY NOTE BY US POWER SQUADRON 1993 (JM)
 JU1070'MARK RECOVERED IN POOR CONDITION.
 JU1070
 JU1070                          STATION RECOVERY (2013)
 JU1070
 JU1070'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1070'POSSIBLE DESTRUCTION, NEW OVERPASS IS LESS THEN 9 FEET FROM WEST RAIL.
 JU1070'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1284 ***********************************************************************
 JU1284  DESIGNATION -  R 11 RESET
 JU1284  PID         -  JU1284
 JU1284  STATE/COUNTY-  DE/KENT
 JU1284  COUNTRY     -  US
 JU1284  USGS QUAD   -  DOVER (2016)
 JU1284
 JU1284                         *CURRENT SURVEY CONTROL
 JU1284  ______________________________________________________________________
 JU1284* NAD 83(1986) POSITION- 39 09 30.39   (N) 075 34 04.50   (W)   HD_HELD1
 JU1284* NAVD 88 ORTHO HEIGHT -    15.10  (meters)       49.5   (feet) RESET
 JU1284  ______________________________________________________________________
 JU1284  GEOID HEIGHT    -        -34.327 (meters)                     GEOID18
 JU1284  VERT ORDER      -  THIRD
 JU1284
 JU1284.The horizontal coordinates were determined by differentially corrected
 JU1284.hand held GPS observations or other comparable positioning techniques
 JU1284.and have an estimated accuracy of +/- 3 meters.
 JU1284
 JU1284.The orthometric height was computed from unverified reset data.
 JU1284
 JU1284.No vertical observational check was made to the station.
 JU1284
 JU1284.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1284.GEOID18 height accuracy estimate available here.
 JU1284
 JU1284.Click photographs - Photos may exist for this station.
 JU1284
 JU1284;                    North         East    Units  Estimated Accuracy
 JU1284;SPC DE       -   128,605.9     186,927.1     MT  (+/- 3 meters HH1 GPS) 
 JU1284
 JU1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5093234512(NAD 83)
 JU1284
 JU1284                          SUPERSEDED SURVEY CONTROL
 JU1284
 JU1284  NGVD 29 (??/??/??)   15.33   (m)           50.3    (f) RESET       3  
 JU1284
 JU1284.Superseded values are not recommended for survey control.
 JU1284
 JU1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1284.See file dsdata.pdf to determine how the superseded data were derived.
 JU1284
 JU1284_MARKER: DB = BENCH MARK DISK
 JU1284_STAMPING: R 11 RESET 1967
 JU1284_MARK LOGO: CGS
 JU1284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1284+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2012
 JU1284
 JU1284  HISTORY     - Date     Condition        Report By
 JU1284  HISTORY     - 1967     MONUMENTED       CGS
 JU1284  HISTORY     - 1981     GOOD             UDE
 JU1284  HISTORY     - 1984     MARK NOT FOUND   NGS
 JU1284  HISTORY     - 20100124 GOOD             BECMOR
 JU1284  HISTORY     - 20120320 GOOD             DELCOS
 JU1284
 JU1284                          STATION DESCRIPTION
 JU1284
 JU1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JU1284'2 MI W FROM DOVER.
 JU1284'2.0 MILES WEST ALONG STATE HIGHWAY 8 FROM THE PENNSYLVANIA
 JU1284'RAILROAD CROSSING IN DOVER, 82 FEET WEST OF A 24 INCH TREE, 74
 JU1284'FEET EAST OF CENTERLINE OF DRIVEWAY TO A HOUSE, 27 FEET SOUTH
 JU1284'OF THE CENTERLINE OF STATE HIGHWAY 8, 2.5 FEET EAST OF
 JU1284'TELEPHONE POLE NUMBER 102, 1.0 FOOT NORTH OF FENCE AND STEEL
 JU1284'WITNESS POST AND ON HIGHWAY RIGHT OF WAY.
 JU1284
 JU1284                          STATION RECOVERY (1981)
 JU1284
 JU1284'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1284'RECOVERED IN GOOD CONDITION.
 JU1284
 JU1284                          STATION RECOVERY (1984)
 JU1284
 JU1284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JU1284'MARK NOT FOUND.
 JU1284
 JU1284                          STATION RECOVERY (2010)
 JU1284
 JU1284'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1284'RECOVERED IN GOOD CONDITION.
 JU1284
 JU1284                          STATION RECOVERY (2012)
 JU1284
 JU1284'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1284'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1250 ***********************************************************************
 JU1250  DESIGNATION -  R 14
 JU1250  PID         -  JU1250
 JU1250  STATE/COUNTY-  DE/NEW CASTLE
 JU1250  COUNTRY     -  US
 JU1250  USGS QUAD   -  TAYLORS BRIDGE (2016)
 JU1250
 JU1250                         *CURRENT SURVEY CONTROL
 JU1250  ______________________________________________________________________
 JU1250* NAD 83(1986) POSITION- 39 23 02.     (N) 075 34 10.     (W)   SCALED
 JU1250* NAVD 88 ORTHO HEIGHT -     6.096 (meters)       20.00  (feet) ADJUSTED
 JU1250  ______________________________________________________________________
 JU1250  GEOID HEIGHT    -        -33.762 (meters)                     GEOID18
 JU1250  DYNAMIC HEIGHT  -          6.093 (meters)       19.99  (feet) COMP
 JU1250  MODELED GRAVITY -    980,115.7   (mgal)                       NAVD 88
 JU1250
 JU1250  VERT ORDER      -  THIRD
 JU1250
 JU1250.The horizontal coordinates were scaled from a map and have
 JU1250.an estimated accuracy of +/- 6 seconds.
 JU1250
 JU1250.The orthometric height was determined by differential leveling and
 JU1250.adjusted by the NATIONAL GEODETIC SURVEY
 JU1250.in June 1991.
 JU1250
 JU1250.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1250.GEOID18 height accuracy estimate available here.
 JU1250
 JU1250.Click photographs - Photos may exist for this station.
 JU1250
 JU1250.The dynamic height is computed by dividing the NAVD 88
 JU1250.geopotential number by the normal gravity value computed on the
 JU1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1250.degrees latitude (g = 980.6199 gals.).
 JU1250
 JU1250.The modeled gravity was interpolated from observed gravity values.
 JU1250
 JU1250;                    North         East    Units  Estimated Accuracy
 JU1250;SPC DE       -   153,640.      186,840.      MT  (+/- 180 meters Scaled)
 JU1250
 JU1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ509595(NAD 83)
 JU1250
 JU1250                          SUPERSEDED SURVEY CONTROL
 JU1250
 JU1250  NGVD 29 (11/26/84)    6.312  (m)           20.71   (f) ADJUSTED    3 0
 JU1250
 JU1250.Superseded values are not recommended for survey control.
 JU1250
 JU1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1250.See file dsdata.pdf to determine how the superseded data were derived.
 JU1250
 JU1250_MARKER: DB = BENCH MARK DISK
 JU1250_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU1250_STAMPING: R 14 1946
 JU1250_MARK LOGO: CGS
 JU1250_MAGNETIC: P = MARKER IS A STEEL PIPE
 JU1250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1250
 JU1250  HISTORY     - Date     Condition        Report By
 JU1250  HISTORY     - 1946     MONUMENTED       CGS
 JU1250  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1250  HISTORY     - 19910501 MARK NOT FOUND   USGS
 JU1250  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1250
 JU1250                          STATION DESCRIPTION
 JU1250
 JU1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JU1250'2.5 MI NW FROM FLEMINGS LANDING.
 JU1250'2.5 MILES NORTHWEST ALONG A ROAD FROM THE BRIDGE OVER SMYRNA RIVER
 JU1250'AT FLEMINGS LANDING, NEW CASTLE COUNTY, AT THE JUNCTION OF A
 JU1250'ROAD LEADING SOUTHWEST, 30 FEET SOUTHEAST OF THE CENTERLINE OF
 JU1250'THE ROAD LEADING SOUTHWEST, 21.5 FEET WEST OF THE CENTERLINE OF
 JU1250'THE NORTH AND SOUTH ROAD, 1.5 FEET EAST OF A FENCE, AND 1 FOOT
 JU1250'NORTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 JU1250'STAMPED R 14 1946 AND SET IN THE TOP OF A CONCRETE-FILLED
 JU1250'GALVANIZED-IRON PIPE PROJECTING 3 INCHES ABOVE GROUND.
 JU1250
 JU1250                          STATION RECOVERY (1981)
 JU1250
 JU1250'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1250'MARK NOT FOUND.
 JU1250
 JU1250                          STATION RECOVERY (1991)
 JU1250
 JU1250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1250'MARK NOT FOUND.
 JU1250
 JU1250                          STATION RECOVERY (2013)
 JU1250
 JU1250'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1250'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0073 ***********************************************************************
 HU0073  DESIGNATION -  R 2
 HU0073  PID         -  HU0073
 HU0073  STATE/COUNTY-  DE/SUSSEX
 HU0073  COUNTRY     -  US
 HU0073  USGS QUAD   -  LEWES (2016)
 HU0073
 HU0073                         *CURRENT SURVEY CONTROL
 HU0073  ______________________________________________________________________
 HU0073* NAD 83(1986) POSITION- 38 46 09.     (N) 075 14 20.     (W)   SCALED
 HU0073* NAVD 88 ORTHO HEIGHT -     6.099 (meters)       20.01  (feet) ADJUSTED
 HU0073  ______________________________________________________________________
 HU0073  GEOID HEIGHT    -        -35.614 (meters)                     GEOID18
 HU0073  DYNAMIC HEIGHT  -          6.095 (meters)       20.00  (feet) COMP
 HU0073  MODELED GRAVITY -    980,035.1   (mgal)                       NAVD 88
 HU0073
 HU0073  VERT ORDER      -  FIRST     CLASS II
 HU0073
 HU0073.The horizontal coordinates were scaled from a map and have
 HU0073.an estimated accuracy of +/- 6 seconds.
 HU0073
 HU0073.The orthometric height was determined by differential leveling and
 HU0073.adjusted by the NATIONAL GEODETIC SURVEY
 HU0073.in June 1991.
 HU0073
 HU0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0073.GEOID18 height accuracy estimate available here.
 HU0073
 HU0073.Click photographs - Photos may exist for this station.
 HU0073
 HU0073.The dynamic height is computed by dividing the NAVD 88
 HU0073.geopotential number by the normal gravity value computed on the
 HU0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0073.degrees latitude (g = 980.6199 gals.).
 HU0073
 HU0073.The modeled gravity was interpolated from observed gravity values.
 HU0073
 HU0073;                    North         East    Units  Estimated Accuracy
 HU0073;SPC DE       -    85,400.      215,450.      MT  (+/- 180 meters Scaled)
 HU0073
 HU0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH792911(NAD 83)
 HU0073
 HU0073                          SUPERSEDED SURVEY CONTROL
 HU0073
 HU0073  NGVD 29 (11/26/84)    6.342  (m)           20.81   (f) ADJUSTED    1 2
 HU0073
 HU0073.Superseded values are not recommended for survey control.
 HU0073
 HU0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0073.See file dsdata.pdf to determine how the superseded data were derived.
 HU0073
 HU0073_MARKER: DB = BENCH MARK DISK
 HU0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0073_STAMPING: R 2 1931
 HU0073_MARK LOGO: CGS
 HU0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0073+STABILITY: SURFACE MOTION
 HU0073
 HU0073  HISTORY     - Date     Condition        Report By
 HU0073  HISTORY     - 1931     MONUMENTED       CGS
 HU0073  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HU0073  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU0073
 HU0073                          STATION DESCRIPTION
 HU0073
 HU0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 HU0073'5.1 MI W FROM LEWES.
 HU0073'ON THE RIGHT OF WAY OF THE MARYLAND AND DELAWARE COAST RAILROAD, 31.9
 HU0073'FEET NORTH OF NORTH RAILROAD, 19.0 FEET WEST OF CENTER LINE OF ROAD
 HU0073'LEADING BETWEEN FARM HOUSES OF JOHN WHITE AND TOM MITCHELL.  25 FEET
 HU0073'S X W OF A 24 INCH WALNUT TREE CROSSING.
 HU0073
 HU0073                          STATION RECOVERY (1987)
 HU0073
 HU0073'RECOVERY NOTE BY US POWER SQUADRON 1987 (DAP)
 HU0073'MARK NOT FOUND.
 HU0073
 HU0073                          STATION RECOVERY (2012)
 HU0073
 HU0073'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0073'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0074 ***********************************************************************
 HU0074  DESIGNATION -  R 2 RESET
 HU0074  PID         -  HU0074
 HU0074  STATE/COUNTY-  DE/SUSSEX
 HU0074  COUNTRY     -  US
 HU0074  USGS QUAD   -  LEWES (2016)
 HU0074
 HU0074                         *CURRENT SURVEY CONTROL
 HU0074  ______________________________________________________________________
 HU0074* NAD 83(1986) POSITION- 38 46 10.     (N) 075 14 20.     (W)   SCALED
 HU0074* NAVD 88 ORTHO HEIGHT -     6.091 (meters)       19.98  (feet) ADJUSTED
 HU0074  ______________________________________________________________________
 HU0074  GEOID HEIGHT    -        -35.614 (meters)                     GEOID18
 HU0074  DYNAMIC HEIGHT  -          6.087 (meters)       19.97  (feet) COMP
 HU0074  MODELED GRAVITY -    980,035.1   (mgal)                       NAVD 88
 HU0074
 HU0074  VERT ORDER      -  FIRST     CLASS II
 HU0074
 HU0074.The horizontal coordinates were scaled from a map and have
 HU0074.an estimated accuracy of +/- 6 seconds.
 HU0074
 HU0074.The orthometric height was determined by differential leveling and
 HU0074.adjusted by the NATIONAL GEODETIC SURVEY
 HU0074.in June 1991.
 HU0074
 HU0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0074.GEOID18 height accuracy estimate available here.
 HU0074
 HU0074.Click photographs - Photos may exist for this station.
 HU0074
 HU0074.The dynamic height is computed by dividing the NAVD 88
 HU0074.geopotential number by the normal gravity value computed on the
 HU0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0074.degrees latitude (g = 980.6199 gals.).
 HU0074
 HU0074.The modeled gravity was interpolated from observed gravity values.
 HU0074
 HU0074;                    North         East    Units  Estimated Accuracy
 HU0074;SPC DE       -    85,430.      215,450.      MT  (+/- 180 meters Scaled)
 HU0074
 HU0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH792912(NAD 83)
 HU0074
 HU0074                          SUPERSEDED SURVEY CONTROL
 HU0074
 HU0074  NGVD 29 (11/26/84)    6.329  (m)           20.76   (f) ADJUSTED    1 2
 HU0074
 HU0074.Superseded values are not recommended for survey control.
 HU0074
 HU0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0074.See file dsdata.pdf to determine how the superseded data were derived.
 HU0074
 HU0074_MARKER: DB = BENCH MARK DISK
 HU0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0074_STAMPING: R 2 1931 21.289 RESET 1961
 HU0074_MARK LOGO: CGS
 HU0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0074+STABILITY: SURFACE MOTION
 HU0074
 HU0074  HISTORY     - Date     Condition        Report By
 HU0074  HISTORY     - 1961     MONUMENTED       DEDHT
 HU0074  HISTORY     - 1962     GOOD             CGS
 HU0074  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0074  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU0074
 HU0074                          STATION DESCRIPTION
 HU0074
 HU0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0074'3.4 MI NW FROM NASSAU.
 HU0074'2.6 MILES NORTHWEST ON STATE HIGHWAY 14 FROM THE CROSSING OF THE
 HU0074'PENNSYLVANIA RAILROAD AT NASSAU, THENCE 0.85 MILE SOUTHWEST ALONG
 HU0074'GRAVELED ROAD. 153 FEET NORTHWEST OF THE CENTER OF T JUNCTION OF
 HU0074'NORTH-SOUTH AND EAST-WEST ROADS, 111 FEET SOUTHWEST AND ACROSS ROAD
 HU0074'FROM THE SOUTHWEST CORNER OF A 2 STORIED GREEN SHINGLED HOUSE, 72
 HU0074'FEET SOUTH OF POWER LINE POLE, 26 FEET WEST OF THE CENTER OF A DIRT
 HU0074'ROAD. 1.5 FEET NORTH OF A WOODEN WITNESS POST AND ABOUT LEVEL WITH
 HU0074'THE ROAD.  SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HU0074
 HU0074                          STATION RECOVERY (1981)
 HU0074
 HU0074'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0074'MARK NOT FOUND.
 HU0074
 HU0074                          STATION RECOVERY (2012)
 HU0074
 HU0074'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0074'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1478 ***********************************************************************
 JU1478  DESIGNATION -  R 21
 JU1478  PID         -  JU1478
 JU1478  STATE/COUNTY-  DE/NEW CASTLE
 JU1478  COUNTRY     -  US
 JU1478  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1478
 JU1478                         *CURRENT SURVEY CONTROL
 JU1478  ______________________________________________________________________
 JU1478* NAD 83(1986) POSITION- 39 43 59.     (N) 075 31 32.     (W)   SCALED
 JU1478* NAVD 88 ORTHO HEIGHT -     3.293 (meters)       10.80  (feet) POSTED
 JU1478  ______________________________________________________________________
 JU1478  GEOID HEIGHT    -        -32.977 (meters)                     GEOID18
 JU1478  DYNAMIC HEIGHT  -          3.29  (meters)       10.8   (feet) COMP
 JU1478  MODELED GRAVITY -    980,174.9   (mgal)                       NAVD 88
 JU1478
 JU1478  VERT ORDER      -  * POSTED, SEE BELOW
 JU1478
 JU1478.The horizontal coordinates were scaled from a map and have
 JU1478.an estimated accuracy of +/- 6 seconds.
 JU1478
 JU1478.The orthometric height was determined by differential leveling
 JU1478.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU1478
 JU1478.* This is a POSTED BENCH MARK height.
 JU1478
 JU1478.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1478.GEOID18 height accuracy estimate available here.
 JU1478
 JU1478.Click photographs - Photos may exist for this station.
 JU1478
 JU1478.The dynamic height is computed by dividing the NAVD 88
 JU1478.geopotential number by the normal gravity value computed on the
 JU1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1478.degrees latitude (g = 980.6199 gals.).
 JU1478
 JU1478.The modeled gravity was interpolated from observed gravity values.
 JU1478
 JU1478;                    North         East    Units  Estimated Accuracy
 JU1478;SPC DE       -   192,400.      190,670.      MT  (+/- 180 meters Scaled)
 JU1478
 JU1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ549982(NAD 83)
 JU1478
 JU1478                          SUPERSEDED SURVEY CONTROL
 JU1478
 JU1478  NGVD 29 (11/26/84)    3.655  (m)           11.99   (f) ADJUSTED    2 0
 JU1478
 JU1478.Superseded values are not recommended for survey control.
 JU1478
 JU1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1478.See file dsdata.pdf to determine how the superseded data were derived.
 JU1478
 JU1478_MARKER: DB = BENCH MARK DISK
 JU1478_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU1478+WITH SETTING: PAVEMENT
 JU1478_SP_SET: TRANSMISSION TOWER BASE
 JU1478_STAMPING: R 21 1959
 JU1478_MARK LOGO: CGS
 JU1478_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1478+STABILITY: SURFACE MOTION
 JU1478
 JU1478  HISTORY     - Date     Condition        Report By
 JU1478  HISTORY     - 1959     MONUMENTED       CGS
 JU1478  HISTORY     - 1965     GOOD             CGS
 JU1478  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1478  HISTORY     - 19910425 GOOD             USGS
 JU1478
 JU1478                          STATION DESCRIPTION
 JU1478
 JU1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU1478'0.5 MI SE FROM WILMINGTON.
 JU1478'0.15 MILE SOUTHEAST ALONG EDGEMOOR ROAD TO A CROSSROAD (AT
 JU1478'ENTRANCE TO THE EDGE MOORE PLANT).  TURN RIGHT AND GO SOUTHWEST ON
 JU1478'THE SEWAGE PLANT ROAD FOR 0.95 MILE TO A SIDEROAD RIGHT AT THE
 JU1478'SOUTHWEST END OF A CONCRETE BRIDGE.  TURN RIGHT AND GO NORTHWEST
 JU1478'AND WESTERLY FOR 0.25 MILE TO A FORK.  KEEP LEFT, STRAIGHT AHEAD
 JU1478'FOR 0.25 MILE TO A FORK.  BEAR RIGHT FOR 0.05 MILE, THENCE CURVE
 JU1478'LEFT AND GO SOUTH-SOUTHWEST ON A CINDERED ROAD BETWEEN POWERLINE
 JU1478'POLES FOR 0.65 MILE TO A T-ROAD.  TURN RIGHT AND GO NORTHWEST
 JU1478'ACROSS A RAILROAD CROSSING FOR ABOUT 0.1 MILE TO A DIRT ROAD RIGHT
 JU1478'(JUST SOUTHEAST OF THE OLD 7TH. STREET BRIDGE) TURN RIGHT AND GO
 JU1478'NORTHEAST ALONG A ROW OF HIGH TENSION LINE TOWERS FOR ABOUT 0.2
 JU1478'MILE TO THE MARK ON THE RIGHT, IN THE TOP OF THE EAST CORNER OF
 JU1478'THE CONCRETE BASE OF THE EAST LEG OF TOWER NO. 8 CR 6822.
 JU1478'NOTE-- THE PERMANENT CLOSING OF THE 7TH. STREET BRIDGE MAKES A
 JU1478'MORE CIRCUITOUS ROUTE NECESSARY.
 JU1478
 JU1478                          STATION RECOVERY (1981)
 JU1478
 JU1478'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1478'MARK NOT FOUND.
 JU1478
 JU1478                          STATION RECOVERY (1991)
 JU1478
 JU1478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1478'TURN SOUTHEAST FROM GOVERNOR PRINZ AVENUE AT THE EAST SIDE OF THE
 JU1478'BRANDYWINE CREEK BRIDGE ONTO 12TH STREET, GO 4/10 MILE TO A RAILROAD
 JU1478'OVERPASS, TURN LEFT AT THE WILMINGTON MAINTENANCE STATION (AMTRACK) ,
 JU1478'AND GO 1/10 MILE TO A RAILROAD CROSSING, TURN RIGHT AND GO SOUTH 6/10
 JU1478'MILE ALONG EDGE OF TRACK TO A T-ROAD, TURN LEFT AND GO 1/10 MILE OVER
 JU1478'THE RAILROAD TRACKS TO A SMALL ROAD, TURN NORTH AND GO 2/10 MILE TO
 JU1478'POWER TRANSMISSION TOWER CR 6805 NO. 8., SET ON TOP OF A CONCRETE
 JU1478'BASE OF THE MOST EASTERLY LEG OF TOWER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1890 ***********************************************************************
 JU1890  DESIGNATION -  R 22
 JU1890  PID         -  JU1890
 JU1890  STATE/COUNTY-  DE/NEW CASTLE
 JU1890  COUNTRY     -  US
 JU1890  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1890
 JU1890                         *CURRENT SURVEY CONTROL
 JU1890  ______________________________________________________________________
 JU1890* NAD 83(1986) POSITION- 39 41 39.     (N) 075 34 41.     (W)   SCALED
 JU1890* NAVD 88 ORTHO HEIGHT -    20.848 (meters)       68.40  (feet) ADJUSTED
 JU1890  ______________________________________________________________________
 JU1890  GEOID HEIGHT    -        -33.017 (meters)                     GEOID18
 JU1890  DYNAMIC HEIGHT  -         20.839 (meters)       68.37  (feet) COMP
 JU1890  MODELED GRAVITY -    980,167.8   (mgal)                       NAVD 88
 JU1890
 JU1890  VERT ORDER      -  FIRST     CLASS II
 JU1890
 JU1890.The horizontal coordinates were scaled from a map and have
 JU1890.an estimated accuracy of +/- 6 seconds.
 JU1890
 JU1890.The orthometric height was determined by differential leveling and
 JU1890.adjusted by the NATIONAL GEODETIC SURVEY
 JU1890.in June 1991.
 JU1890
 JU1890.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1890.GEOID18 height accuracy estimate available here.
 JU1890
 JU1890.Click photographs - Photos may exist for this station.
 JU1890
 JU1890.The dynamic height is computed by dividing the NAVD 88
 JU1890.geopotential number by the normal gravity value computed on the
 JU1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1890.degrees latitude (g = 980.6199 gals.).
 JU1890
 JU1890.The modeled gravity was interpolated from observed gravity values.
 JU1890
 JU1890;                    North         East    Units  Estimated Accuracy
 JU1890;SPC DE       -   188,090.      186,160.      MT  (+/- 180 meters Scaled)
 JU1890
 JU1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ504939(NAD 83)
 JU1890
 JU1890                          SUPERSEDED SURVEY CONTROL
 JU1890
 JU1890  NGVD 29 (01/10/92)   21.102  (m)           69.23   (f) ADJUSTED    1 2
 JU1890  NGVD 29 (??/??/87)   21.102  (m)           69.23   (f) SUPERSEDED  1 2
 JU1890
 JU1890.Superseded values are not recommended for survey control.
 JU1890
 JU1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1890.See file dsdata.pdf to determine how the superseded data were derived.
 JU1890
 JU1890_MARKER: DB = BENCH MARK DISK
 JU1890_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1890_SP_SET: OVERPASS BANISTER
 JU1890_STAMPING: R 22 1959
 JU1890_MARK LOGO: CGS
 JU1890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1890+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2002
 JU1890
 JU1890  HISTORY     - Date     Condition        Report By
 JU1890  HISTORY     - 1959     MONUMENTED       CGS
 JU1890  HISTORY     - 1965     GOOD             CGS
 JU1890  HISTORY     - 1979     GOOD             NGS
 JU1890  HISTORY     - 1980     GOOD             LOCSUR
 JU1890  HISTORY     - 20000318 GOOD             USPSQD
 JU1890  HISTORY     - 20021109 GOOD             USPSQD
 JU1890  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1890
 JU1890                          STATION DESCRIPTION
 JU1890
 JU1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU1890'AT FARNHURST.
 JU1890'AT FARNHURST, IN THE SOUTH END OF THE EAST CONCRETE BANISTER OF
 JU1890'OVERPASS OF U.S. HIGHWAYS 13 AND 40 OVER THE PENNSYLVANIA
 JU1890'RAILROAD (OVERPASS IS JUST SOUTH OF LARGE CLOVERLEAF INTERSECTION
 JU1890'OF HIGHWAYS 13 AND 40 AND INTERSTATE 295), 5 FEET EAST OF EAST
 JU1890'CURB OF NORTH BOUND LANE OF HIGHWAY AND 1 1/2 FEET ABOVE LEVEL
 JU1890'OF SIDEWALK.
 JU1890
 JU1890                          STATION RECOVERY (1979)
 JU1890
 JU1890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1890'RECOVERED IN GOOD CONDITION.
 JU1890
 JU1890                          STATION RECOVERY (1980)
 JU1890
 JU1890'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 JU1890'RECOVERED IN GOOD CONDITION.
 JU1890
 JU1890                          STATION RECOVERY (2000)
 JU1890
 JU1890'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU1890'RECOVERED IN GOOD CONDITION.
 JU1890
 JU1890                          STATION RECOVERY (2002)
 JU1890
 JU1890'RECOVERY NOTE BY US POWER SQUADRON 2002 (WPS)
 JU1890'OVERPASS STILL EXISTS, BUT TRACKS HAVE BEEN REMOVED.
 JU1890
 JU1890                          STATION RECOVERY (2013)
 JU1890
 JU1890'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1890'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0108 ***********************************************************************
 HU0108  TIDAL BM    -  This is a Tidal Bench Mark.
 HU0108  DESIGNATION -  R 27
 HU0108  PID         -  HU0108
 HU0108  STATE/COUNTY-  DE/SUSSEX
 HU0108  COUNTRY     -  US
 HU0108  USGS QUAD   -  BETHANY BEACH (2016)
 HU0108
 HU0108                         *CURRENT SURVEY CONTROL
 HU0108  ______________________________________________________________________
 HU0108* NAD 83(1986) POSITION- 38 36 41.     (N) 075 03 49.     (W)   SCALED
 HU0108* NAVD 88 ORTHO HEIGHT -     2.495 (meters)        8.19  (feet) ADJUSTED
 HU0108  ______________________________________________________________________
 HU0108  GEOID HEIGHT    -        -35.730 (meters)                     GEOID18
 HU0108  DYNAMIC HEIGHT  -          2.494 (meters)        8.18  (feet) COMP
 HU0108  MODELED GRAVITY -    980,033.5   (mgal)                       NAVD 88
 HU0108
 HU0108  VERT ORDER      -  SECOND    CLASS 0
 HU0108
 HU0108.The horizontal coordinates were scaled from a map and have
 HU0108.an estimated accuracy of +/- 6 seconds.
 HU0108
 HU0108.The orthometric height was determined by differential leveling and
 HU0108.adjusted by the NATIONAL GEODETIC SURVEY
 HU0108.in June 1991.
 HU0108
 HU0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0108.GEOID18 height accuracy estimate available here.
 HU0108
 HU0108.This Tidal Bench Mark is designated as VM 3006
 HU0108.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 HU0108
 HU0108.Click photographs - Photos may exist for this station.
 HU0108
 HU0108.The dynamic height is computed by dividing the NAVD 88
 HU0108.geopotential number by the normal gravity value computed on the
 HU0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0108.degrees latitude (g = 980.6199 gals.).
 HU0108
 HU0108.The modeled gravity was interpolated from observed gravity values.
 HU0108
 HU0108;                    North         East    Units  Estimated Accuracy
 HU0108;SPC DE       -    67,920.      230,750.      MT  (+/- 180 meters Scaled)
 HU0108
 HU0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH944736(NAD 83)
 HU0108
 HU0108                          SUPERSEDED SURVEY CONTROL
 HU0108
 HU0108  NGVD 29 (11/26/84)    2.732  (m)            8.96   (f) ADJUSTED    2 0
 HU0108
 HU0108.Superseded values are not recommended for survey control.
 HU0108
 HU0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0108.See file dsdata.pdf to determine how the superseded data were derived.
 HU0108
 HU0108_MARKER: DB = BENCH MARK DISK
 HU0108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0108_SP_SET: POWER LINE TOWER BASE
 HU0108_STAMPING: R 27 1962
 HU0108_MARK LOGO: CGS
 HU0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0108
 HU0108  HISTORY     - Date     Condition        Report By
 HU0108  HISTORY     - 1962     MONUMENTED       CGS
 HU0108  HISTORY     - 1962     GOOD             CGS
 HU0108  HISTORY     - 1981     GOOD             UDE
 HU0108
 HU0108                          STATION DESCRIPTION
 HU0108
 HU0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0108'7.2 MI S FROM REHOBOTH BEACH.
 HU0108'7.25 MILES SOUTH ON SECOND STREET, ALTERNATE STATE HIGHWAY 14 AND
 HU0108'STATE HIGHWAY 14 FROM THE POST OFFICE IN REHOBOTH BEACH.  74 YARDS
 HU0108'NORTHWEST OF THE NORTH END OF BRIDGE OVER INDIAN RIVER INLET, 105
 HU0108'FEET WEST OF THE CENTER LINE OF HIGHWAY 14 AND ABOUT LEVEL WITH THE
 HU0108'GROUND.  SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE NORTHEAST
 HU0108'CONCRETE FOUNDATION OF THE FIRST POWER LINE TOWER NORTH OF THE INLET.
 HU0108
 HU0108                          STATION RECOVERY (1962)
 HU0108
 HU0108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HU0108'RECOVERED IN GOOD CONDITION.
 HU0108
 HU0108                          STATION RECOVERY (1981)
 HU0108
 HU0108'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0108'NOTE--ORIGINAL BRIDGE IS NOT THERE ANYMORE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0155 ***********************************************************************
 HU0155  DESIGNATION -  R 28
 HU0155  PID         -  HU0155
 HU0155  STATE/COUNTY-  DE/SUSSEX
 HU0155  COUNTRY     -  US
 HU0155  USGS QUAD   -  FRANKFORD (2016)
 HU0155
 HU0155                         *CURRENT SURVEY CONTROL
 HU0155  ______________________________________________________________________
 HU0155* NAD 83(1986) POSITION- 38 32 31.     (N) 075 14 50.     (W)   SCALED
 HU0155* NAVD 88 ORTHO HEIGHT -     8.151 (meters)       26.74  (feet) ADJUSTED
 HU0155  ______________________________________________________________________
 HU0155  GEOID HEIGHT    -        -35.782 (meters)                     GEOID18
 HU0155  DYNAMIC HEIGHT  -          8.146 (meters)       26.73  (feet) COMP
 HU0155  MODELED GRAVITY -    980,020.0   (mgal)                       NAVD 88
 HU0155
 HU0155  VERT ORDER      -  SECOND    CLASS 0
 HU0155
 HU0155.The horizontal coordinates were scaled from a map and have
 HU0155.an estimated accuracy of +/- 6 seconds.
 HU0155
 HU0155.The orthometric height was determined by differential leveling and
 HU0155.adjusted by the NATIONAL GEODETIC SURVEY
 HU0155.in June 1991.
 HU0155
 HU0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0155.GEOID18 height accuracy estimate available here.
 HU0155
 HU0155.Click photographs - Photos may exist for this station.
 HU0155
 HU0155.The dynamic height is computed by dividing the NAVD 88
 HU0155.geopotential number by the normal gravity value computed on the
 HU0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0155.degrees latitude (g = 980.6199 gals.).
 HU0155
 HU0155.The modeled gravity was interpolated from observed gravity values.
 HU0155
 HU0155;                    North         East    Units  Estimated Accuracy
 HU0155;SPC DE       -    60,170.      214,770.      MT  (+/- 180 meters Scaled)
 HU0155
 HU0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH784659(NAD 83)
 HU0155
 HU0155                          SUPERSEDED SURVEY CONTROL
 HU0155
 HU0155  NGVD 29 (11/26/84)    8.391  (m)           27.53   (f) ADJUSTED    2 0
 HU0155
 HU0155.Superseded values are not recommended for survey control.
 HU0155
 HU0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0155.See file dsdata.pdf to determine how the superseded data were derived.
 HU0155
 HU0155_MARKER: DB = BENCH MARK DISK
 HU0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0155_STAMPING: R 28 1962
 HU0155_MARK LOGO: CGS
 HU0155_PROJECTION: FLUSH
 HU0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0155+STABILITY: SURFACE MOTION
 HU0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0155+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1990
 HU0155
 HU0155  HISTORY     - Date     Condition        Report By
 HU0155  HISTORY     - 1962     MONUMENTED       CGS
 HU0155  HISTORY     - 1981     GOOD             UDE
 HU0155  HISTORY     - 19901102 GOOD             NGS
 HU0155
 HU0155                          STATION DESCRIPTION
 HU0155
 HU0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0155'0.1 MI S FROM DAGSBORO.
 HU0155'0.1 MILE SOUTH ON PENNSYLVANIA RAILROAD TRACK FROM THE FREIGHT
 HU0155'STATION AT DAGSBORO OR 2.1 MILES NORTH ON PENNSYLVANIA RAILROAD
 HU0155'FROM THE FREIGHT STATION AT FRANKFORD.  73 FEET EAST OF THE EAST
 HU0155'RAIL, 4.5 FEET NORTH OF THE SOUTHWEST CORNER OF WOVEN STEEL FENCE
 HU0155'AROUND POWER TRANSFORMERS, 1.5 FEET WEST OF THE FENCE, 2 FEET
 HU0155'SOUTH OF A WOODEN WITNESS POST AND ABOUT LEVEL WITH THE TOP OF THE
 HU0155'RAIL.  SET IN THE TOP OF A CONCRETE POST LEVEL WITH GROUND.
 HU0155
 HU0155                          STATION RECOVERY (1981)
 HU0155
 HU0155'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0155'RECOVERED IN GOOD CONDITION.
 HU0155
 HU0155                          STATION RECOVERY (1990)
 HU0155
 HU0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0155'0.3 KM (0.2 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 26 FROM THE POST
 HU0155'OFFICE IN DAGSBORO, THENCE 0.2 KM (0.1 MI) SOUTHERLY ALONG RAILROAD
 HU0155'AVENUE, 10.3 M (33.8 FT) EAST OF AND LEVEL WITH THE AVENUE CENTER,
 HU0155'1.8 M (5.9 FT) NORTH OF A UTILITY POLE WITH FOUR GUY WIRES, 1.3 M
 HU0155'(4.3 FT) NORTH OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE, 0.4 M
 HU0155'(1.3 FT) WEST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS FLUSH
 HU0155'WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0041 ***********************************************************************
 HU0041  DESIGNATION -  R 30
 HU0041  PID         -  HU0041
 HU0041  STATE/COUNTY-  DE/SUSSEX
 HU0041  COUNTRY     -  US
 HU0041  USGS QUAD   -  MILFORD (2016)
 HU0041
 HU0041                         *CURRENT SURVEY CONTROL
 HU0041  ______________________________________________________________________
 HU0041* NAD 83(1986) POSITION- 38 54 58.52   (N) 075 23 44.24   (W)   HD_HELD1
 HU0041* NAVD 88 ORTHO HEIGHT -     6.288 (meters)       20.63  (feet) ADJUSTED
 HU0041  ______________________________________________________________________
 HU0041  GEOID HEIGHT    -        -35.307 (meters)                     GEOID18
 HU0041  DYNAMIC HEIGHT  -          6.285 (meters)       20.62  (feet) COMP
 HU0041  MODELED GRAVITY -    980,044.6   (mgal)                       NAVD 88
 HU0041
 HU0041  VERT ORDER      -  FIRST     CLASS II
 HU0041
 HU0041.The horizontal coordinates were determined by differentially corrected
 HU0041.hand held GPS observations or other comparable positioning techniques
 HU0041.and have an estimated accuracy of +/- 3 meters.
 HU0041
 HU0041.The orthometric height was determined by differential leveling and
 HU0041.adjusted by the NATIONAL GEODETIC SURVEY
 HU0041.in January 2013.
 HU0041
 HU0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0041.GEOID18 height accuracy estimate available here.
 HU0041
 HU0041.Click photographs - Photos may exist for this station.
 HU0041
 HU0041.The dynamic height is computed by dividing the NAVD 88
 HU0041.geopotential number by the normal gravity value computed on the
 HU0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0041.degrees latitude (g = 980.6199 gals.).
 HU0041
 HU0041.The modeled gravity was interpolated from observed gravity values.
 HU0041
 HU0041;                    North         East    Units  Estimated Accuracy
 HU0041;SPC DE       -   101,708.8     201,825.1     MT  (+/- 3 meters HH1 GPS) 
 HU0041
 HU0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6570107557(NAD 83)
 HU0041
 HU0041                          SUPERSEDED SURVEY CONTROL
 HU0041
 HU0041  NAVD 88 (06/15/91)    6.289  (m)           20.63   (f) SUPERSEDED  2 0
 HU0041  NGVD 29 (11/26/84)    6.532  (m)           21.43   (f) ADJUSTED    2 0
 HU0041
 HU0041.Superseded values are not recommended for survey control.
 HU0041
 HU0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0041.See file dsdata.pdf to determine how the superseded data were derived.
 HU0041
 HU0041_MARKER: DB = BENCH MARK DISK
 HU0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0041_STAMPING: R 30 1962
 HU0041_MARK LOGO: CGS
 HU0041_PROJECTION: PROJECTING 13 CENTIMETERS
 HU0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0041+STABILITY: SURFACE MOTION
 HU0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0041+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2021
 HU0041
 HU0041  HISTORY     - Date     Condition        Report By
 HU0041  HISTORY     - 1962     MONUMENTED       CGS
 HU0041  HISTORY     - 1981     GOOD             UDE
 HU0041  HISTORY     - 1989     GOOD             USPSQD
 HU0041  HISTORY     - 20040824 GOOD             USPSQD
 HU0041  HISTORY     - 20100423 GOOD             BECMOR
 HU0041  HISTORY     - 20120112 GOOD             USFWS
 HU0041  HISTORY     - 20120206 GOOD             DELCOS
 HU0041  HISTORY     - 20210307 GOOD             USPSQD
 HU0041
 HU0041                          STATION DESCRIPTION
 HU0041
 HU0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0041'2.2 MI E FROM MILFORD.
 HU0041'2.15 MILES EAST ALONG STATE HIGHWAY 36 FROM THE PENNSYLVANIA RAILROAD
 HU0041'STATION AT MILFORD, 1.15 MILES EAST OF THE INTERSECTION OF STATE
 HU0041'HIGHWAY 14, 73.5 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 36, 26
 HU0041'FEET SOUTH OF A FENCE CORNER, 18 FEET WEST OF THE CENTERLINE OF A
 HU0041'BLACKTOPPED ROAD, 1.5 FEET EAST OF A FENCE, 2 FEET SOUTH OF A
 HU0041'METAL WITNESS SIGN AND ABOUT LEVEL WITH THE HIGHWAY.  SET IN A
 HU0041'CONCRETE POST PROJECTING TWO INCHES ABOVE THE GROUND.
 HU0041
 HU0041                          STATION RECOVERY (1981)
 HU0041
 HU0041'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0041'RECOVERED IN GOOD CONDITION.
 HU0041
 HU0041                          STATION RECOVERY (1989)
 HU0041
 HU0041'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRA)
 HU0041'RECOVERED IN GOOD CONDITION.
 HU0041
 HU0041                          STATION RECOVERY (2004)
 HU0041
 HU0041'RECOVERY NOTE BY US POWER SQUADRON 2004 (BH)
 HU0041'STATE HIGHWAY 14 IN THE ORIGINAL DESCRIPTION IS THE OLD DESIGNATION
 HU0041'FOR WHAT IS NOW KNOWN AS REHOBOTH BLVD (BUSINESS ROUTE 1). MARK IS IN
 HU0041'THE VICINITY OF THE INTERSECTION OF STATE ROUTE 36 (CEDAR BRANCH RD)
 HU0041'AND SAPP ROAD.
 HU0041
 HU0041                          STATION RECOVERY (2010)
 HU0041
 HU0041'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 HU0041'OPUS-RS (SPC 0700 2008) N=101709M E=201825M
 HU0041
 HU0041                          STATION RECOVERY (2012)
 HU0041
 HU0041'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2012 (MJH)
 HU0041'RECOVERED IN GOOD CONDITION.
 HU0041'
 HU0041'NOTE-THE FOLLOWING REFERENCE OBJECTS ARE INCLUDED TO FACILITATE
 HU0041'RECOVERY.
 HU0041'
 HU0041'IT IS 25.1 M (82.3 FT) NORTHWEST OF A UTILITY POLE NUMBERED 540580,
 HU0041'22.2 M (72.8 FT) SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 36, 12.5 M
 HU0041'(41.0 FT) SOUTH OF A STOP SIGN, 8.1 M (26.6 FT) SOUTHEAST OF A UTILITY
 HU0041'POLE NUMBERED 540582, 5.2 M (17.1 FT) SOUTHWEST OF THE CENTERLINE OF
 HU0041'SAPP ROAD AND SET IN THE TOP OF A 30.4-CM (12 INCH) ROUND CONCRETE
 HU0041'POST AND ABOUT.13 M HIGHER THAN THE GROUND.
 HU0041
 HU0041                          STATION RECOVERY (2012)
 HU0041
 HU0041'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0041'RECOVERED IN GOOD CONDITION.
 HU0041
 HU0041                          STATION RECOVERY (2021)
 HU0041
 HU0041'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 HU0041'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0768 ***********************************************************************
 HU0768  DESIGNATION -  R 33
 HU0768  PID         -  HU0768
 HU0768  STATE/COUNTY-  DE/SUSSEX
 HU0768  COUNTRY     -  US
 HU0768  USGS QUAD   -  SEAFORD EAST (2016)
 HU0768
 HU0768                         *CURRENT SURVEY CONTROL
 HU0768  ______________________________________________________________________
 HU0768* NAD 83(1986) POSITION- 38 38 47.1    (N) 075 37 05.0    (W)   HD_HELD2
 HU0768* NAVD 88 ORTHO HEIGHT -     8.259 (meters)       27.10  (feet) ADJUSTED
 HU0768  ______________________________________________________________________
 HU0768  GEOID HEIGHT    -        -35.574 (meters)                     GEOID18
 HU0768  DYNAMIC HEIGHT  -          8.254 (meters)       27.08  (feet) COMP
 HU0768  MODELED GRAVITY -    980,018.5   (mgal)                       NAVD 88
 HU0768
 HU0768  VERT ORDER      -  FIRST     CLASS I
 HU0768
 HU0768.The horizontal coordinates were established by autonomous hand held GPS
 HU0768.observations and have an estimated accuracy of +/- 10 meters.
 HU0768
 HU0768.The orthometric height was determined by differential leveling and
 HU0768.adjusted by the NATIONAL GEODETIC SURVEY
 HU0768.in June 1991.
 HU0768
 HU0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0768.GEOID18 height accuracy estimate available here.
 HU0768
 HU0768.Click photographs - Photos may exist for this station.
 HU0768
 HU0768.The dynamic height is computed by dividing the NAVD 88
 HU0768.geopotential number by the normal gravity value computed on the
 HU0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0768.degrees latitude (g = 980.6199 gals.).
 HU0768
 HU0768.The modeled gravity was interpolated from observed gravity values.
 HU0768
 HU0768;                    North         East    Units  Estimated Accuracy
 HU0768;SPC DE       -    71,773.      182,468.      MT  (+/- 10 meters HH2 GPS)
 HU0768
 HU0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4621577721(NAD 83)
 HU0768
 HU0768                          SUPERSEDED SURVEY CONTROL
 HU0768
 HU0768  NGVD 29 (11/26/84)    8.506  (m)           27.91   (f) ADJUSTED    1 1
 HU0768
 HU0768.Superseded values are not recommended for survey control.
 HU0768
 HU0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0768.See file dsdata.pdf to determine how the superseded data were derived.
 HU0768
 HU0768_MARKER: DB = BENCH MARK DISK
 HU0768_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0768_SP_SET: OVERPASS
 HU0768_STAMPING: R 33 1963
 HU0768_MARK LOGO: CGS
 HU0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0768
 HU0768  HISTORY     - Date     Condition        Report By
 HU0768  HISTORY     - 1963     MONUMENTED       CGS
 HU0768  HISTORY     - 1981     GOOD             UDE
 HU0768  HISTORY     - 19970227 GOOD             USPSQD
 HU0768  HISTORY     - 19980227 GOOD             USPSQD
 HU0768  HISTORY     - 20221031 GOOD             USPSQD
 HU0768
 HU0768                          STATION DESCRIPTION
 HU0768
 HU0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0768'0.6 MI N FROM SEAFORD.
 HU0768'0.6 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0768'AT SEAFORD, AT THE OVERPASS OF STATE HIGHWAY 20 OVER THE RAILROAD,
 HU0768'SET VERTICALLY IN THE WEST FACE OF CONCRETE BASE FOR SUPPORT
 HU0768'COLUMNS FOR OVERPASS, 4 FEET NORTH OF SOUTH END OF BASE, 9 FEET
 HU0768'EAST OF EAST RAIL OF MAIN TRACK, 3 FEET ABOVE LEVEL OF GROUND, AND
 HU0768'ABOUT 2 1/2 FEET ABOVE LEVEL OF TRACK.
 HU0768
 HU0768                          STATION RECOVERY (1981)
 HU0768
 HU0768'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0768'RECOVERED IN GOOD CONDITION.
 HU0768
 HU0768                          STATION RECOVERY (1997)
 HU0768
 HU0768'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU0768'RECOVERED IN GOOD CONDITION.
 HU0768
 HU0768                          STATION RECOVERY (1998)
 HU0768
 HU0768'RECOVERY NOTE BY US POWER SQUADRON 1998
 HU0768'RECOVERED IN GOOD CONDITION.
 HU0768
 HU0768                          STATION RECOVERY (2022)
 HU0768
 HU0768'RECOVERY NOTE BY US POWER SQUADRON 2022 (DLT)
 HU0768'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1078 ***********************************************************************
 JU1078  DESIGNATION -  R 34
 JU1078  PID         -  JU1078
 JU1078  STATE/COUNTY-  DE/NEW CASTLE
 JU1078  COUNTRY     -  US
 JU1078  USGS QUAD   -  CLAYTON (2016)
 JU1078
 JU1078                         *CURRENT SURVEY CONTROL
 JU1078  ______________________________________________________________________
 JU1078* NAD 83(1986) POSITION- 39 20 37.     (N) 075 39 52.     (W)   SCALED
 JU1078* NAVD 88 ORTHO HEIGHT -    17.004 (meters)       55.79  (feet) ADJUSTED
 JU1078  ______________________________________________________________________
 JU1078  GEOID HEIGHT    -        -33.709 (meters)                     GEOID18
 JU1078  DYNAMIC HEIGHT  -         16.995 (meters)       55.76  (feet) COMP
 JU1078  MODELED GRAVITY -    980,113.6   (mgal)                       NAVD 88
 JU1078
 JU1078  VERT ORDER      -  FIRST     CLASS I
 JU1078
 JU1078.The horizontal coordinates were scaled from a map and have
 JU1078.an estimated accuracy of +/- 6 seconds.
 JU1078
 JU1078.The orthometric height was determined by differential leveling and
 JU1078.adjusted by the NATIONAL GEODETIC SURVEY
 JU1078.in June 1991.
 JU1078
 JU1078.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1078.GEOID18 height accuracy estimate available here.
 JU1078
 JU1078.Click photographs - Photos may exist for this station.
 JU1078
 JU1078.The dynamic height is computed by dividing the NAVD 88
 JU1078.geopotential number by the normal gravity value computed on the
 JU1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1078.degrees latitude (g = 980.6199 gals.).
 JU1078
 JU1078.The modeled gravity was interpolated from observed gravity values.
 JU1078
 JU1078;                    North         East    Units  Estimated Accuracy
 JU1078;SPC DE       -   149,180.      178,640.      MT  (+/- 180 meters Scaled)
 JU1078
 JU1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ427551(NAD 83)
 JU1078
 JU1078                          SUPERSEDED SURVEY CONTROL
 JU1078
 JU1078  NGVD 29 (11/26/84)   17.244  (m)           56.57   (f) ADJUSTED    1 1
 JU1078
 JU1078.Superseded values are not recommended for survey control.
 JU1078
 JU1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1078.See file dsdata.pdf to determine how the superseded data were derived.
 JU1078
 JU1078_MARKER: DB = BENCH MARK DISK
 JU1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1078_STAMPING: R 34 1963
 JU1078_MARK LOGO: CGS
 JU1078_PROJECTION: RECESSED 21 CENTIMETERS
 JU1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1078+STABILITY: SURFACE MOTION
 JU1078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1078+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1990
 JU1078
 JU1078  HISTORY     - Date     Condition        Report By
 JU1078  HISTORY     - 1963     MONUMENTED       CGS
 JU1078  HISTORY     - 19901105 GOOD             NGS
 JU1078  HISTORY     - 20010331 GOOD             NGS
 JU1078
 JU1078                          STATION DESCRIPTION
 JU1078
 JU1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1078'4 MI N FROM CLAYTON.
 JU1078'4.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE CROSSING
 JU1078'OF STATE HIGHWAY 6 AT CLAYTON, ABOUT 0.15 MILE NORTH OF MILEPOST
 JU1078'33, AT A DIM WOODS ROAD CROSSING, 45 FEET SOUTHWEST OF CENTER
 JU1078'OF THE CROSSING, 18.6 FEET WEST OF WEST RAIL, 10 FEET EAST OF
 JU1078'A SIGNAL LIGHT, 3 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET
 JU1078'SOUTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH TRACK, AND SET
 JU1078'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JU1078
 JU1078                          STATION RECOVERY (1990)
 JU1078
 JU1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU1078'6.4 KM (4.0 MI) NORTHERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 JU1078'OF STATE HIGHWAY 6 (MAIN STREET) IN CLAYTON, 0.3 KM (0.2 MI)
 JU1078'NORTHWEST OF UNDERGROUND CABLE WARNING POST NUMBER 280, 12.8 M
 JU1078'(42.0 FT) SOUTHEAST OF THE CENTER OF AN ABANDONED ROAD, 5.7 M
 JU1078'(18.7 FT) SOUTHWEST OF AND LEVEL WITH THE NEAR RAIL, 0.4 M (1.3 FT)
 JU1078'NORTHWEST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.2 M
 JU1078'(0.7 FT) BELOW THE GROUND SURFACE.
 JU1078
 JU1078                          STATION RECOVERY (2001)
 JU1078
 JU1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU1078'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0870 ***********************************************************************
 HU0870  DESIGNATION -  R 35
 HU0870  PID         -  HU0870
 HU0870  STATE/COUNTY-  DE/KENT
 HU0870  COUNTRY     -  US
 HU0870  USGS QUAD   -  HARRINGTON (2016)
 HU0870
 HU0870                         *CURRENT SURVEY CONTROL
 HU0870  ______________________________________________________________________
 HU0870* NAD 83(1986) POSITION- 38 55 00.46   (N) 075 30 55.11   (W)   HD_HELD1
 HU0870* NAVD 88 ORTHO HEIGHT -    14.332 (meters)       47.02  (feet) ADJUSTED
 HU0870  ______________________________________________________________________
 HU0870  GEOID HEIGHT    -        -35.196 (meters)                     GEOID18
 HU0870  DYNAMIC HEIGHT  -         14.323 (meters)       46.99  (feet) COMP
 HU0870  MODELED GRAVITY -    980,042.9   (mgal)                       NAVD 88
 HU0870
 HU0870  VERT ORDER      -  FIRST     CLASS I
 HU0870
 HU0870.The horizontal coordinates were determined by differentially corrected
 HU0870.hand held GPS observations or other comparable positioning techniques
 HU0870.and have an estimated accuracy of +/- 3 meters.
 HU0870
 HU0870.The orthometric height was determined by differential leveling and
 HU0870.adjusted by the NATIONAL GEODETIC SURVEY
 HU0870.in June 1991.
 HU0870
 HU0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0870.GEOID18 height accuracy estimate available here.
 HU0870
 HU0870.Click photographs - Photos may exist for this station.
 HU0870
 HU0870.The dynamic height is computed by dividing the NAVD 88
 HU0870.geopotential number by the normal gravity value computed on the
 HU0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0870.degrees latitude (g = 980.6199 gals.).
 HU0870
 HU0870.The modeled gravity was interpolated from observed gravity values.
 HU0870
 HU0870;                    North         East    Units  Estimated Accuracy
 HU0870;SPC DE       -   101,773.0     191,445.1     MT  (+/- 3 meters HH1 GPS) 
 HU0870
 HU0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5532607669(NAD 83)
 HU0870
 HU0870                          SUPERSEDED SURVEY CONTROL
 HU0870
 HU0870  NGVD 29 (11/26/84)   14.576  (m)           47.82   (f) ADJUSTED    1 1
 HU0870
 HU0870.Superseded values are not recommended for survey control.
 HU0870
 HU0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0870.See file dsdata.pdf to determine how the superseded data were derived.
 HU0870
 HU0870_MARKER: DB = BENCH MARK DISK
 HU0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0870_STAMPING: R 35 1963
 HU0870_MARK LOGO: CGS
 HU0870_PROJECTION: PROJECTING 5 CENTIMETERS
 HU0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0870+STABILITY: SURFACE MOTION
 HU0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0870+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2012
 HU0870
 HU0870  HISTORY     - Date     Condition        Report By
 HU0870  HISTORY     - 1963     MONUMENTED       CGS
 HU0870  HISTORY     - 1981     GOOD             UDE
 HU0870  HISTORY     - 20081113 GOOD             DEDT
 HU0870  HISTORY     - 20081203 GOOD             OPUS
 HU0870  HISTORY     - 20100417 GOOD             BECMOR
 HU0870  HISTORY     - 20120320 GOOD             DELCOS
 HU0870
 HU0870                          STATION DESCRIPTION
 HU0870
 HU0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0870'3.8 MI E FROM HARRINGTON.
 HU0870'3.75 MILES SOUTHEAST AND EAST ALONG THE PENNSYLVANIA RAILROAD FROM
 HU0870'THE STATION AT HARRINGTON, AT THE WEST EDGE OF THE COMMUNITY
 HU0870'OF HOUSTON, AT THE CROSSING OF A BLACK TOP ROAD LEADING NORTH
 HU0870'AND SOUTH, 36 FEET SOUTHEAST OF CENTER OF CROSSING, 29 FEET SOUTH
 HU0870'OF SOUTH RAIL, 18.5 FEET EAST OF CENTERLINE OF ROAD, 6 FEET
 HU0870'SOUTH-SOUTHEAST OF A TELEPHONE POLE, 4 1/2 FEET NORTHEAST OF A
 HU0870'RAILROAD CROSSING SIGN POST, 1.5 FEET NORTH OF A STEEL WITNESS
 HU0870'POST, 4 FEET BELOW LEVEL OF TRACK, AND SET IN THE TOP OF A
 HU0870'CONCRETE POST PROJECTING 2 INCHES.
 HU0870
 HU0870                          STATION RECOVERY (1981)
 HU0870
 HU0870'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0870'VERY BADLY OVERGROWN WITH HONEYSUCKLE.  NO POST ANYMORE.
 HU0870
 HU0870                          STATION RECOVERY (2008)
 HU0870
 HU0870'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 HU0870'PREVIOUSLY UN-NAMED ROAD IS DEEP GRASS LANE. POINT IS ON THE SOUTH
 HU0870'SIDE OF THE RR TRACKS, NORTH OF GUN AND ROD CLUB ROAD AND SOUTH OF
 HU0870'SCHOOL STREET.
 HU0870
 HU0870                          STATION RECOVERY (2008)
 HU0870
 HU0870'RECOVERY NOTE BY OPUS SHARED SOLUTIONS 2008 (OPS)
 HU0870'RECOVERED IN GOOD CONDITION.
 HU0870
 HU0870                          STATION RECOVERY (2010)
 HU0870
 HU0870'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 HU0870'OPUS-RS (SPC 0700 2008) N=101773M E=191445M
 HU0870
 HU0870                          STATION RECOVERY (2012)
 HU0870
 HU0870'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0870'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1063 ***********************************************************************
 JU1063  DESIGNATION -  R 37
 JU1063  PID         -  JU1063
 JU1063  STATE/COUNTY-  DE/KENT
 JU1063  COUNTRY     -  US
 JU1063  USGS QUAD   -  FREDERICA (2016)
 JU1063
 JU1063                         *CURRENT SURVEY CONTROL
 JU1063  ______________________________________________________________________
 JU1063* NAD 83(1986) POSITION- 39 07 03.     (N) 075 29 14.     (W)   SCALED
 JU1063* NAVD 88 ORTHO HEIGHT -     6.587 (meters)       21.61  (feet) ADJUSTED
 JU1063  ______________________________________________________________________
 JU1063  GEOID HEIGHT    -        -34.603 (meters)                     GEOID18
 JU1063  DYNAMIC HEIGHT  -          6.583 (meters)       21.60  (feet) COMP
 JU1063  MODELED GRAVITY -    980,077.7   (mgal)                       NAVD 88
 JU1063
 JU1063  VERT ORDER      -  FIRST     CLASS I
 JU1063
 JU1063.The horizontal coordinates were scaled from a map and have
 JU1063.an estimated accuracy of +/- 6 seconds.
 JU1063
 JU1063.The orthometric height was determined by differential leveling and
 JU1063.adjusted by the NATIONAL GEODETIC SURVEY
 JU1063.in June 1991.
 JU1063
 JU1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1063.GEOID18 height accuracy estimate available here.
 JU1063
 JU1063.Click photographs - Photos may exist for this station.
 JU1063
 JU1063.The dynamic height is computed by dividing the NAVD 88
 JU1063.geopotential number by the normal gravity value computed on the
 JU1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1063.degrees latitude (g = 980.6199 gals.).
 JU1063
 JU1063.The modeled gravity was interpolated from observed gravity values.
 JU1063
 JU1063;                    North         East    Units  Estimated Accuracy
 JU1063;SPC DE       -   124,050.      193,900.      MT  (+/- 180 meters Scaled)
 JU1063
 JU1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ578299(NAD 83)
 JU1063
 JU1063                          SUPERSEDED SURVEY CONTROL
 JU1063
 JU1063  NGVD 29 (11/26/84)    6.824  (m)           22.39   (f) ADJUSTED    1 1
 JU1063
 JU1063.Superseded values are not recommended for survey control.
 JU1063
 JU1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1063.See file dsdata.pdf to determine how the superseded data were derived.
 JU1063
 JU1063_MARKER: DB = BENCH MARK DISK
 JU1063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1063_SP_SET: BUILDING
 JU1063_STAMPING: R 37 1963
 JU1063_MARK LOGO: CGS
 JU1063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1063+SATELLITE: SATELLITE OBSERVATIONS - November 05, 1990
 JU1063
 JU1063  HISTORY     - Date     Condition        Report By
 JU1063  HISTORY     - 1963     MONUMENTED       CGS
 JU1063  HISTORY     - 1981     GOOD             UDE
 JU1063  HISTORY     - 19901105 GOOD             NGS
 JU1063  HISTORY     - 1999     GOOD             USPSQD
 JU1063
 JU1063                          STATION DESCRIPTION
 JU1063
 JU1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1063'AT DOVER AFB.
 JU1063'IN THE RESIDENTIAL SECTION OF THE BASE ON THE SOUTHWEST SIDE OF
 JU1063'U.S. HIGHWAY 113, AT THE DOVER AIR BASE SCHOOL, SET VERTICALLY
 JU1063'IN THE NORTHEAST FACE OF THE BRICK BUILDING NEAR THE EAST CORNER
 JU1063'OF THE SOUTHEAST SECTION OF THE MAIN BUILDING, 24.5 FEET
 JU1063'SOUTHWEST OF SOUTHWEST EDGE OF THE CURB OF HAWTHORNE DRIVE,
 JU1063'1 FOOT NORTHWEST OF THE EAST CORNER OF THE SOUTHEAST SECTION
 JU1063'OF THE MAIN BUILDING, 2 FEET ABOVE LEVEL OF DRIVE, AND 1.5 FEET
 JU1063'ABOVE LEVEL OF GROUND.
 JU1063
 JU1063                          STATION RECOVERY (1981)
 JU1063
 JU1063'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1063'RECOVERED IN GOOD CONDITION.
 JU1063
 JU1063                          STATION RECOVERY (1990)
 JU1063
 JU1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU1063'AT DOVER, AT THE INTERSECTION OF MYRTLE STREET AND HAWTHORNE DRIVE,
 JU1063'SET VERTICALLY IN THE NORTHEAST FACE OF THE MAIN BUILDING OF THE
 JU1063'DOVER AIR FORCE BASE GEORGE S WELCH ELEMENTARY SCHOOL, 3.2 M
 JU1063'(10.5 FT) NORTHWEST OF THE EAST CORNER OF THE BUILDING, AND 0.5 M
 JU1063'(1.6 FT) ABOVE THE LEVEL OF THE SIDEWALK.
 JU1063
 JU1063                          STATION RECOVERY (1999)
 JU1063
 JU1063'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU1063'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1916 ***********************************************************************
 JU1916  DESIGNATION -  R 38
 JU1916  PID         -  JU1916
 JU1916  STATE/COUNTY-  DE/NEW CASTLE
 JU1916  COUNTRY     -  US
 JU1916  USGS QUAD   -  SAINT GEORGES (2016)
 JU1916
 JU1916                         *CURRENT SURVEY CONTROL
 JU1916  ______________________________________________________________________
 JU1916* NAD 83(1986) POSITION- 39 37 14.     (N) 075 40 27.     (W)   SCALED
 JU1916* NAVD 88 ORTHO HEIGHT -    22.822 (meters)       74.88  (feet) ADJUSTED
 JU1916  ______________________________________________________________________
 JU1916  GEOID HEIGHT    -        -33.096 (meters)                     GEOID18
 JU1916  DYNAMIC HEIGHT  -         22.811 (meters)       74.84  (feet) COMP
 JU1916  MODELED GRAVITY -    980,156.0   (mgal)                       NAVD 88
 JU1916
 JU1916  VERT ORDER      -  FIRST     CLASS I
 JU1916
 JU1916.The horizontal coordinates were scaled from a map and have
 JU1916.an estimated accuracy of +/- 6 seconds.
 JU1916
 JU1916.The orthometric height was determined by differential leveling and
 JU1916.adjusted by the NATIONAL GEODETIC SURVEY
 JU1916.in June 1991.
 JU1916
 JU1916.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1916.GEOID18 height accuracy estimate available here.
 JU1916
 JU1916.Click photographs - Photos may exist for this station.
 JU1916
 JU1916.The dynamic height is computed by dividing the NAVD 88
 JU1916.geopotential number by the normal gravity value computed on the
 JU1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1916.degrees latitude (g = 980.6199 gals.).
 JU1916
 JU1916.The modeled gravity was interpolated from observed gravity values.
 JU1916
 JU1916;                    North         East    Units  Estimated Accuracy
 JU1916;SPC DE       -   179,930.      177,890.      MT  (+/- 180 meters Scaled)
 JU1916
 JU1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ421858(NAD 83)
 JU1916
 JU1916                          SUPERSEDED SURVEY CONTROL
 JU1916
 JU1916  NGVD 29 (01/10/92)   23.063  (m)           75.67   (f) ADJUSTED    1 1
 JU1916  NGVD 29 (??/??/87)   23.063  (m)           75.67   (f) SUPERSEDED  1 1
 JU1916
 JU1916.Superseded values are not recommended for survey control.
 JU1916
 JU1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1916.See file dsdata.pdf to determine how the superseded data were derived.
 JU1916
 JU1916_MARKER: DB = BENCH MARK DISK
 JU1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1916_STAMPING: R 38 1963
 JU1916_MARK LOGO: CGS
 JU1916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1916+STABILITY: SURFACE MOTION
 JU1916_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1916+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1990
 JU1916
 JU1916  HISTORY     - Date     Condition        Report By
 JU1916  HISTORY     - 1963     MONUMENTED       CGS
 JU1916  HISTORY     - 1964     GOOD             CGS
 JU1916  HISTORY     - 1976     GOOD             LOCENG
 JU1916  HISTORY     - 1979     GOOD             NGS
 JU1916  HISTORY     - 19901107 GOOD             NGS
 JU1916  HISTORY     - 19910216 GOOD             USPSQD
 JU1916
 JU1916                          STATION DESCRIPTION
 JU1916
 JU1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1916'3.6 MI SW FROM STATE ROAD.
 JU1916'3.55 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1916'UNDERPASS OF U.S. HIGHWAY 13 UNDER THE TRACK AT STATE ROAD, ABOUT
 JU1916'0.9 MILE SOUTHWEST OF THE CROSSING OF STATE HIGHWAY 7, ABOUT 0.35
 JU1916'MILE NORTHEAST OF MILEPOST 13, 0.25 MILE NORTHEAST OF A BLACK
 JU1916'TOP ROAD CROSSING, AT A FARM ROAD CROSSING, 29.5 FEET WEST OF
 JU1916'CENTER OF THE CROSSING, 19.5 FEET NORTHWEST OF NORTHWEST RAIL,
 JU1916'29 FEET NORTHEAST OF A TELEPHONE POLE, 19 FEET SOUTHWEST OF
 JU1916'CENTER LINE OF FARM ROAD, 1 FOOT ABOVE LEVEL OF TRACK, AND
 JU1916'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JU1916
 JU1916                          STATION RECOVERY (1976)
 JU1916
 JU1916'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 JU1916'.45 MI SE ALONG CHURCH RD FROM THE T INTERSECTION OF U.S. RT 40 AND
 JU1916'CHURCH RD TO THE RR CROSSING, .25 MI NE ALONG RR TO THE MARK ON THE
 JU1916'LEFT.
 JU1916
 JU1916                          STATION RECOVERY (1979)
 JU1916
 JU1916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1916'2 FEET NORTHEAST OF A WITNESS POST.
 JU1916
 JU1916                          STATION RECOVERY (1990)
 JU1916
 JU1916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU1916'5.8 KM (3.6 MI) EASTERLY ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF
 JU1916'STATE HIGHWAY 896 IN GLASGOW, THENCE 0.6 KM (0.4 MI) SOUTHEASTERLY
 JU1916'ALONG CHURCH ROAD, THENCE 0.4 KM (0.2 MI) NORTHEASTERLY ALONG THE
 JU1916'CONRAIL RAILROAD, 6.8 M (22.3 FT) SOUTHWEST OF THE CENTER OF A ROAD,
 JU1916'5.8 M (19.0 FT) NORTHWEST OF AND LEVEL WITH THE NEAR RAIL, 0.4 M
 JU1916'(1.3 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M
 JU1916'(0.3 FT) BELOW THE GROUND SURFACE.
 JU1916
 JU1916                          STATION RECOVERY (1991)
 JU1916
 JU1916'RECOVERY NOTE BY US POWER SQUADRON 1991 (TK)
 JU1916'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1789 ***********************************************************************
 JU1789  DESIGNATION -  R 39
 JU1789  PID         -  JU1789
 JU1789  STATE/COUNTY-  DE/NEW CASTLE
 JU1789  COUNTRY     -  US
 JU1789  USGS QUAD   -  DELAWARE CITY (2016)
 JU1789
 JU1789                         *CURRENT SURVEY CONTROL
 JU1789  ______________________________________________________________________
 JU1789* NAD 83(1986) POSITION- 39 34 49.90   (N) 075 36 39.63   (W)   HD_HELD1
 JU1789* NAVD 88 ORTHO HEIGHT -     3.769 (meters)       12.37  (feet) ADJUSTED
 JU1789  ______________________________________________________________________
 JU1789  GEOID HEIGHT    -        -33.292 (meters)                     GEOID18
 JU1789  DYNAMIC HEIGHT  -          3.767 (meters)       12.36  (feet) COMP
 JU1789  MODELED GRAVITY -    980,137.8   (mgal)                       NAVD 88
 JU1789
 JU1789  VERT ORDER      -  FIRST     CLASS I
 JU1789
 JU1789.The horizontal coordinates were determined by differentially corrected
 JU1789.hand held GPS observations or other comparable positioning techniques
 JU1789.and have an estimated accuracy of +/- 3 meters.
 JU1789
 JU1789.The orthometric height was determined by differential leveling and
 JU1789.adjusted by the NATIONAL GEODETIC SURVEY
 JU1789.in June 1991.
 JU1789
 JU1789.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1789.GEOID18 height accuracy estimate available here.
 JU1789
 JU1789.Click photographs - Photos may exist for this station.
 JU1789
 JU1789.The dynamic height is computed by dividing the NAVD 88
 JU1789.geopotential number by the normal gravity value computed on the
 JU1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1789.degrees latitude (g = 980.6199 gals.).
 JU1789
 JU1789.The modeled gravity was interpolated from observed gravity values.
 JU1789
 JU1789;                    North         East    Units  Estimated Accuracy
 JU1789;SPC DE       -   175,473.9     183,303.4     MT  (+/- 3 meters HH1 GPS) 
 JU1789
 JU1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4752681379(NAD 83)
 JU1789
 JU1789                          SUPERSEDED SURVEY CONTROL
 JU1789
 JU1789  NGVD 29 (01/10/92)    4.001  (m)           13.13   (f) ADJUSTED    1 1
 JU1789  NGVD 29 (??/??/87)    4.001  (m)           13.13   (f) SUPERSEDED  1 1
 JU1789
 JU1789.Superseded values are not recommended for survey control.
 JU1789
 JU1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1789.See file dsdata.pdf to determine how the superseded data were derived.
 JU1789
 JU1789_MARKER: DB = BENCH MARK DISK
 JU1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1789_STAMPING: R 39 1963
 JU1789_MARK LOGO: CGS
 JU1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1789+STABILITY: SURFACE MOTION
 JU1789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1789+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1789
 JU1789  HISTORY     - Date     Condition        Report By
 JU1789  HISTORY     - 1963     MONUMENTED       CGS
 JU1789  HISTORY     - 1979     GOOD             NGS
 JU1789  HISTORY     - 1983     GOOD             USPSQD
 JU1789  HISTORY     - 19910309 GOOD             USPSQD
 JU1789  HISTORY     - 20130711 GOOD             DELCOS
 JU1789
 JU1789                          STATION DESCRIPTION
 JU1789
 JU1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1789'1 MI NW FROM DELAWARE CITY.
 JU1789'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 9 FROM THE INTERSECTION
 JU1789'OF CLINTON STREET AT DELAWARE CITY, ABOUT 0.2 MILE NORTHWEST
 JU1789'OF A PRIVATE DRIVEWAY LEADING SOUTHWEST TO A FARM HOUSE, ALONG A
 JU1789'FENCE LINE LEADING NORTHWEST AND SOUTHEAST, 289 FEET SOUTHEAST OF
 JU1789'A POINT WHERE FENCE BENDS TO THE NORTH, 35.5 FEET NORTHEAST OF
 JU1789'CENTERLINE OF HIGHWAY, 17 FEET NORTHEAST OF TELEPHONE POLE 109,
 JU1789'1 1/2 FEET SOUTHWEST OF THE FENCE LINE, 1/2 FOOT BELOW LEVEL OF
 JU1789'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JU1789'INCHES.  NOTE-- A C AND GS WITNESS PLAQUE WAS WIRED TO THE FENCE
 JU1789'DIRECTLY IN BACK AND ABOVE THE BENCH MARK.
 JU1789
 JU1789                          STATION RECOVERY (1979)
 JU1789
 JU1789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1789'RECOVERED IN GOOD CONDITION.
 JU1789
 JU1789                          STATION RECOVERY (1983)
 JU1789
 JU1789'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU1789'ABOUT 0.2 MILE NORTHWEST OF A---NORTHEAST OF TELEPONE POLE 109, 1 1/2
 JU1789'FEET SOUTHWEST OF FENCE LINE. WITNESS POST 1 FOOT SOUTHWEST OF GETTY
 JU1789'OIL FENCE AND BENCH MARK 1 FOOT SOUTHWEST OF WITNESS POST. BENCH MARK
 JU1789'36 FEET NORTHEAST OF RT 9 CENTERLINE AND DPL POLE 46315-37375 SOUTH
 JU1789'OF MARK ON OTHER SIDE OF ROUTE 9. THE 1.0 MILE DISTANCE FROM CLINTON
 JU1789'ST. IS CORRECT.
 JU1789
 JU1789                          STATION RECOVERY (1991)
 JU1789
 JU1789'RECOVERY NOTE BY US POWER SQUADRON 1991 (WAU)
 JU1789'RECOVERED IN GOOD CONDITION.
 JU1789
 JU1789                          STATION RECOVERY (2013)
 JU1789
 JU1789'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1789'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0408 ***********************************************************************
 HU0408  DESIGNATION -  R 4
 HU0408  PID         -  HU0408
 HU0408  STATE/COUNTY-  DE/SUSSEX
 HU0408  COUNTRY     -  US
 HU0408  USGS QUAD   -  DELMAR (2016)
 HU0408
 HU0408                         *CURRENT SURVEY CONTROL
 HU0408  ______________________________________________________________________
 HU0408* NAD 83(1986) POSITION- 38 27 22.     (N) 075 34 41.     (W)   SCALED
 HU0408* NAVD 88 ORTHO HEIGHT -    16.255 (meters)       53.33  (feet) ADJUSTED
 HU0408  ______________________________________________________________________
 HU0408  GEOID HEIGHT    -        -35.731 (meters)                     GEOID18
 HU0408  DYNAMIC HEIGHT  -         16.245 (meters)       53.30  (feet) COMP
 HU0408  MODELED GRAVITY -    980,012.7   (mgal)                       NAVD 88
 HU0408
 HU0408  VERT ORDER      -  FIRST     CLASS II
 HU0408
 HU0408.The horizontal coordinates were scaled from a map and have
 HU0408.an estimated accuracy of +/- 6 seconds.
 HU0408
 HU0408.The orthometric height was determined by differential leveling and
 HU0408.adjusted by the NATIONAL GEODETIC SURVEY
 HU0408.in June 1991.
 HU0408
 HU0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0408.GEOID18 height accuracy estimate available here.
 HU0408
 HU0408.Click photographs - Photos may exist for this station.
 HU0408
 HU0408.The dynamic height is computed by dividing the NAVD 88
 HU0408.geopotential number by the normal gravity value computed on the
 HU0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0408.degrees latitude (g = 980.6199 gals.).
 HU0408
 HU0408.The modeled gravity was interpolated from observed gravity values.
 HU0408
 HU0408;                    North         East    Units  Estimated Accuracy
 HU0408;SPC DE       -    50,640.      185,910.      MT  (+/- 180 meters Scaled)
 HU0408
 HU0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH495565(NAD 83)
 HU0408
 HU0408                          SUPERSEDED SURVEY CONTROL
 HU0408
 HU0408  NGVD 29 (11/26/84)   16.509  (m)           54.16   (f) ADJUSTED    1 2
 HU0408
 HU0408.Superseded values are not recommended for survey control.
 HU0408
 HU0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0408.See file dsdata.pdf to determine how the superseded data were derived.
 HU0408
 HU0408_MARKER: DB = BENCH MARK DISK
 HU0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0408_STAMPING: R 4 1935
 HU0408_MARK LOGO: CGS
 HU0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0408+STABILITY: SURFACE MOTION
 HU0408
 HU0408  HISTORY     - Date     Condition        Report By
 HU0408  HISTORY     - 1935     MONUMENTED       CGS
 HU0408  HISTORY     - 1963     MARK NOT FOUND   CGS
 HU0408  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0408  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0408
 HU0408                          STATION DESCRIPTION
 HU0408
 HU0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0408'AT DELMAR.
 HU0408'AT DELMAR, SUSSEX COUNTY, 108 FEET SOUTH OF THE PENNSYLVANIA
 HU0408'RAILROAD STATION, 60 FEET NORTH OF THE DELAWARE-MARYLAND STATE LINE,
 HU0408'AT A GRASS PLOT, 33 FEET EAST OF THE CENTERLINE OF THE NORTH-BOUND
 HU0408'TRACK, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 HU0408'STAMPED R 4 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HU0408
 HU0408                          STATION RECOVERY (1981)
 HU0408
 HU0408'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0408'MARK NOT FOUND.
 HU0408
 HU0408                          STATION RECOVERY (2013)
 HU0408
 HU0408'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0408'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2187 ***********************************************************************
 JU2187  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2187  DESIGNATION -  R 41
 JU2187  PID         -  JU2187
 JU2187  STATE/COUNTY-  DE/NEW CASTLE
 JU2187  COUNTRY     -  US
 JU2187  USGS QUAD   -  DELAWARE CITY (2016)
 JU2187
 JU2187                         *CURRENT SURVEY CONTROL
 JU2187  ______________________________________________________________________
 JU2187* NAD 83(1986) POSITION- 39 33 24.30   (N) 075 34 54.42   (W)   HD_HELD1
 JU2187* NAVD 88 ORTHO HEIGHT -     0.714 (meters)        2.34  (feet) ADJUSTED
 JU2187  ______________________________________________________________________
 JU2187  GEOID HEIGHT    -        -33.416 (meters)                     GEOID18
 JU2187  DYNAMIC HEIGHT  -          0.713 (meters)        2.34  (feet) COMP
 JU2187  MODELED GRAVITY -    980,127.9   (mgal)                       NAVD 88
 JU2187
 JU2187  VERT ORDER      -  FIRST     CLASS II
 JU2187
 JU2187.The horizontal coordinates were determined by differentially corrected
 JU2187.hand held GPS observations or other comparable positioning techniques
 JU2187.and have an estimated accuracy of +/- 3 meters.
 JU2187
 JU2187.The orthometric height was determined by differential leveling and
 JU2187.adjusted by the NATIONAL GEODETIC SURVEY
 JU2187.in June 1991.
 JU2187
 JU2187.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2187.GEOID18 height accuracy estimate available here.
 JU2187
 JU2187.This Tidal Bench Mark is designated as VM 383
 JU2187.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2187
 JU2187.Click photographs - Photos may exist for this station.
 JU2187
 JU2187.The dynamic height is computed by dividing the NAVD 88
 JU2187.geopotential number by the normal gravity value computed on the
 JU2187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2187.degrees latitude (g = 980.6199 gals.).
 JU2187
 JU2187.The modeled gravity was interpolated from observed gravity values.
 JU2187
 JU2187;                    North         East    Units  Estimated Accuracy
 JU2187;SPC DE       -   172,829.0     185,809.4     MT  (+/- 3 meters HH1 GPS) 
 JU2187
 JU2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5001978724(NAD 83)
 JU2187
 JU2187                          SUPERSEDED SURVEY CONTROL
 JU2187
 JU2187.No superseded survey control is available for this station.
 JU2187
 JU2187_MARKER: DV = VERTICAL CONTROL DISK
 JU2187_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU2187_SP_SET: PIER
 JU2187_STAMPING: R 41 1979
 JU2187_MARK LOGO: NGS
 JU2187_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2187_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2187+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU2187
 JU2187  HISTORY     - Date     Condition        Report By
 JU2187  HISTORY     - 1979     MONUMENTED       NGS
 JU2187  HISTORY     - 20010919 GOOD             NGS
 JU2187  HISTORY     - 20050615 GOOD             GEOCAC
 JU2187  HISTORY     - 20130711 GOOD             DELCOS
 JU2187
 JU2187                          STATION DESCRIPTION
 JU2187
 JU2187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2187'2.9 MI SE FROM DELAWARE CITY.
 JU2187'2.1 MILES SOUTHEAST ALONG STATE ROUTE 9 FROM THE INTERSECTION OF
 JU2187'CLINTON STREET IN DELAWARE CITY, THENCE 0.8 MILE NORTH ALONG OLD
 JU2187'ROUTE 9, IN THE CONCRETE FOUNDATION OF THE MOST EASTERLY OF TWO
 JU2187'PIERS OF THE FIRST ROW OF PIERS SOUTH OF THE SOUTH BANK OF THE
 JU2187'CHESAPEAKE AND DELAWARE CANAL, 1 FOOT SOUTH OF THE NORTH FACE OF THE
 JU2187'PIER, 0.8 FEET WEST OF THE WEST EDGE OF THE PIER. NOTE-THIS MARK
 JU2187'IS ASSIGNED A QUALITY (A) DUE TO SUBTERANEAN PILINGS SUPPORTING THE
 JU2187'FOOTING. INFORMATION WAS PROVIDED BY MR. FRANK VINCI OF THE U.S.
 JU2187'ARMY CORPS OF ENGINEERS, PHILADELPHIA, PA.
 JU2187'THE MARK IS 0.2 FT BELOW THE GROUND.
 JU2187
 JU2187                          STATION RECOVERY (2001)
 JU2187
 JU2187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMW)
 JU2187'0.8 KM SOUTHWESTERLY ALONG CLINTON STREET FROM THE POST OFFICE IN
 JU2187'DELAWARE CITY, THENCE 3.5 KM SOUTHERLY ALONG STATE HIGHWAY 9, THENCE
 JU2187'1.3 KM NORTHERLY ALONG REEDY POINT ROAD TO THE BRIDGE THAT CROSSES
 JU2187'THE CHESAPEAKE AND DELAWARE CANAL, NEAR THE NORTHWEST CORNER OF THE
 JU2187'CONCRETE FOUNDATION OF THE MOST EASTERLY OF 2 COLUMNS OF THE 1ST PIER
 JU2187'SOUTH OF THE CANAL, 60.0 M SOUTH OF THE CENTER OF THE ROAD, 17.1 M
 JU2187'EAST OF THE CENTER OF A TRACK ROAD, 0.4 M BELOW THE LEVEL OF THE
 JU2187'TRACK ROAD, 0.3 M WEST OF THE WEST FACE OF THE COLUMN, AND 0.2 M
 JU2187'BELOW THE GROUND SURFACE.  NOTE--THE MARK IS ON PROPERTY OWNED BY
 JU2187'THE DELAWARE DEPARTMENT OF TRANSPORTATION.
 JU2187
 JU2187                          STATION RECOVERY (2005)
 JU2187
 JU2187'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU2187'RECOVERED IN GOOD CONDITION.
 JU2187
 JU2187                          STATION RECOVERY (2013)
 JU2187
 JU2187'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU2187'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DM8484 ***********************************************************************
 DM8484  DESIGNATION -  R 47
 DM8484  PID         -  DM8484
 DM8484  STATE/COUNTY-  DE/SUSSEX
 DM8484  COUNTRY     -  US
 DM8484  USGS QUAD   -  ELLENDALE (2016)
 DM8484
 DM8484                         *CURRENT SURVEY CONTROL
 DM8484  ______________________________________________________________________
 DM8484* NAD 83(1986) POSITION- 38 45 11.95   (N) 075 26 06.37   (W)   HD_HELD1
 DM8484* NAVD 88 ORTHO HEIGHT -    12.593 (meters)       41.32  (feet) ADJUSTED
 DM8484  ______________________________________________________________________
 DM8484  GEOID HEIGHT    -        -35.532 (meters)                     GEOID18
 DM8484  DYNAMIC HEIGHT  -         12.585 (meters)       41.29  (feet) COMP
 DM8484  MODELED GRAVITY -    980,029.7   (mgal)                       NAVD 88
 DM8484
 DM8484  VERT ORDER      -  SECOND    CLASS I
 DM8484
 DM8484.The horizontal coordinates were determined by differentially corrected
 DM8484.hand held GPS observations or other comparable positioning techniques
 DM8484.and have an estimated accuracy of +/- 3 meters.
 DM8484
 DM8484.The orthometric height was determined by differential leveling and
 DM8484.adjusted by the NATIONAL GEODETIC SURVEY
 DM8484.in July 2011.
 DM8484
 DM8484.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8484.GEOID18 height accuracy estimate available here.
 DM8484
 DM8484.Click photographs - Photos may exist for this station.
 DM8484
 DM8484.The dynamic height is computed by dividing the NAVD 88
 DM8484.geopotential number by the normal gravity value computed on the
 DM8484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8484.degrees latitude (g = 980.6199 gals.).
 DM8484
 DM8484.The modeled gravity was interpolated from observed gravity values.
 DM8484
 DM8484;                    North         East    Units  Estimated Accuracy
 DM8484;SPC DE       -    83,620.9     198,397.4     MT  (+/- 3 meters HH1 GPS) 
 DM8484
 DM8484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6219389492(NAD 83)
 DM8484
 DM8484                          SUPERSEDED SURVEY CONTROL
 DM8484
 DM8484.No superseded survey control is available for this station.
 DM8484
 DM8484_MARKER: DD = SURVEY DISK
 DM8484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8484_STAMPING: R 47 2010
 DM8484_MARK LOGO: DEDT
 DM8484_PROJECTION: FLUSH
 DM8484_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8484+STABILITY: SURFACE MOTION
 DM8484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8484+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 DM8484
 DM8484  HISTORY     - Date     Condition        Report By
 DM8484  HISTORY     - 20100601 MONUMENTED       DEDT
 DM8484
 DM8484                          STATION DESCRIPTION
 DM8484
 DM8484'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (BRC)
 DM8484'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) WEST-SOUTHWEST OF MILTON,
 DM8484'5.1 MI (8.2 KM) NORTH-NORTHWEST OF GEORGETOWN AND 3.8 MI (6.1 KM)
 DM8484'SOUTH OF ELLENDALE.
 DM8484'
 DM8484'TO REACH FROM THE INTERSECTION OF US HIGHWAY 113 (DUPONT BLVD) AND
 DM8484'STATE ROUTE 16 (BEACH HWY) PROCEED SOUTH ALONG US 113 (DUPONT BLVD)
 DM8484'3.8 MI (6.1 KM) TO THE INTERSECTION OF US 113 (DUPONT BLVD) AND SUSSEX
 DM8484'213 (OLD STATE RD) THENCE PROCEED NORTHEAST 125 FT (38.1 M) TO TO THE
 DM8484'MARK ON THE LEFT.
 DM8484'
 DM8484'IT IS LOCATED ON THE NORTHEAST CORNER OF THE INTERSECTION OF US
 DM8484'HIGHWAY 113 (DUPONT BLVD) AND SUSSEX 213 (OLD STATE RD).
 DM8484'
 DM8484'THE MARK IS 31.0 FT (9.4 M) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 DM8484'NORTHBOUND LANES OF US HIGHWAY 113 (DUPONT BLVD), 192.75 FT (58.8 M)
 DM8484'WEST OF A UTILITY POLE (DEC 34766), 283.3 FT (86.4 M) NORTHWEST OF A
 DM8484'UTILITY POLE (DEC 34763) AND 73.3 FT (22.3 M) NORTH OF THE MOST
 DM8484'NORTHERLY CORNER OF A CONCRETE ISLAND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0216 ***********************************************************************
 HU0216  DESIGNATION -  R 8
 HU0216  PID         -  HU0216
 HU0216  STATE/COUNTY-  DE/SUSSEX
 HU0216  COUNTRY     -  US
 HU0216  USGS QUAD   -  MILLSBORO (2016)
 HU0216
 HU0216                         *CURRENT SURVEY CONTROL
 HU0216  ______________________________________________________________________
 HU0216* NAD 83(1986) POSITION- 38 34 40.     (N) 075 19 11.     (W)   SCALED
 HU0216* NAVD 88 ORTHO HEIGHT -    11.657 (meters)       38.24  (feet) ADJUSTED
 HU0216  ______________________________________________________________________
 HU0216  GEOID HEIGHT    -        -35.736 (meters)                     GEOID18
 HU0216  DYNAMIC HEIGHT  -         11.650 (meters)       38.22  (feet) COMP
 HU0216  MODELED GRAVITY -    980,020.0   (mgal)                       NAVD 88
 HU0216
 HU0216  VERT ORDER      -  SECOND    CLASS 0
 HU0216
 HU0216.The horizontal coordinates were scaled from a map and have
 HU0216.an estimated accuracy of +/- 6 seconds.
 HU0216
 HU0216.The orthometric height was determined by differential leveling and
 HU0216.adjusted by the NATIONAL GEODETIC SURVEY
 HU0216.in June 1991.
 HU0216
 HU0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0216.GEOID18 height accuracy estimate available here.
 HU0216
 HU0216.Click photographs - Photos may exist for this station.
 HU0216
 HU0216.The dynamic height is computed by dividing the NAVD 88
 HU0216.geopotential number by the normal gravity value computed on the
 HU0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0216.degrees latitude (g = 980.6199 gals.).
 HU0216
 HU0216.The modeled gravity was interpolated from observed gravity values.
 HU0216
 HU0216;                    North         East    Units  Estimated Accuracy
 HU0216;SPC DE       -    64,140.      208,450.      MT  (+/- 180 meters Scaled)
 HU0216
 HU0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH721699(NAD 83)
 HU0216
 HU0216                          SUPERSEDED SURVEY CONTROL
 HU0216
 HU0216  NGVD 29 (11/26/84)   11.898  (m)           39.04   (f) ADJUSTED    2 0
 HU0216
 HU0216.Superseded values are not recommended for survey control.
 HU0216
 HU0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0216.See file dsdata.pdf to determine how the superseded data were derived.
 HU0216
 HU0216_MARKER: DB = BENCH MARK DISK
 HU0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0216_STAMPING: R 8 1942
 HU0216_MARK LOGO: CGS
 HU0216_PROJECTION: FLUSH
 HU0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0216+STABILITY: SURFACE MOTION
 HU0216
 HU0216  HISTORY     - Date     Condition        Report By
 HU0216  HISTORY     - 1942     MONUMENTED       CGS
 HU0216  HISTORY     - 1965     MARK NOT FOUND   CGS
 HU0216  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0216  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HU0216  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0216
 HU0216                          STATION DESCRIPTION
 HU0216
 HU0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0216'1.7 MI SW FROM MILLSBORO.
 HU0216'THIS MARK IS ALONG HIGHWAY 24 ABOUT 1.7 MILES SOUTHWEST OF THE
 HU0216'RAILROAD CROSSING AT MILLSBORO, SUSSEX COUNTY, AT THE A.K.
 HU0216'RICKARD AND SON FEED COMPANY, 38.3 FEET NORTHWEST OF THE CENTER
 HU0216'LINE OF THE HIGHWAY, IN A SMALL FLOWER GARDEN JUST SOUTH OF
 HU0216'LARGE WHITE HOUSE, IN THE SOUTH EDGE OF THE GARDEN NEAR SEVERAL
 HU0216'CEDAR SHRUBS, 27.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 HU0216'FEED STORE, AND IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 HU0216'POST ABOUT FLUSH WITH THE GROUND.
 HU0216
 HU0216                          STATION RECOVERY (1965)
 HU0216
 HU0216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HU0216'MARK NOT FOUND.
 HU0216
 HU0216                          STATION RECOVERY (1981)
 HU0216
 HU0216'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0216'NOTE--THE HOUSE IS RUBBLE NOW AND THE GARDEN AREA HAS
 HU0216'BEEN PAVED OVER FOR USE AS A PARKING LOT.
 HU0216
 HU0216                          STATION RECOVERY (1987)
 HU0216
 HU0216'RECOVERY NOTE BY US POWER SQUADRON 1987 (DAP)
 HU0216'MARK NOT FOUND.
 HU0216
 HU0216                          STATION RECOVERY (2013)
 HU0216
 HU0216'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0216'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0963 ***********************************************************************
 HU0963  DESIGNATION -  R 9
 HU0963  PID         -  HU0963
 HU0963  STATE/COUNTY-  DE/SUSSEX
 HU0963  COUNTRY     -  US
 HU0963  USGS QUAD   -  SEAFORD WEST (2016)
 HU0963
 HU0963                         *CURRENT SURVEY CONTROL
 HU0963  ______________________________________________________________________
 HU0963* NAD 83(1986) POSITION- 38 38 30.84   (N) 075 38 36.96   (W)   HD_HELD1
 HU0963* NAVD 88 ORTHO HEIGHT -     5.229 (meters)       17.16  (feet) ADJUSTED
 HU0963  ______________________________________________________________________
 HU0963  GEOID HEIGHT    -        -35.558 (meters)                     GEOID18
 HU0963  DYNAMIC HEIGHT  -          5.225 (meters)       17.14  (feet) COMP
 HU0963  MODELED GRAVITY -    980,017.8   (mgal)                       NAVD 88
 HU0963
 HU0963  VERT ORDER      -  SECOND    CLASS 0
 HU0963
 HU0963.The horizontal coordinates were determined by differentially corrected
 HU0963.hand held GPS observations or other comparable positioning techniques
 HU0963.and have an estimated accuracy of +/- 3 meters.
 HU0963
 HU0963.The orthometric height was determined by differential leveling and
 HU0963.adjusted by the NATIONAL GEODETIC SURVEY
 HU0963.in June 1991.
 HU0963
 HU0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0963.GEOID18 height accuracy estimate available here.
 HU0963
 HU0963.Click photographs - Photos may exist for this station.
 HU0963
 HU0963.The dynamic height is computed by dividing the NAVD 88
 HU0963.geopotential number by the normal gravity value computed on the
 HU0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0963.degrees latitude (g = 980.6199 gals.).
 HU0963
 HU0963.The modeled gravity was interpolated from observed gravity values.
 HU0963
 HU0963;                    North         East    Units  Estimated Accuracy
 HU0963;SPC DE       -    71,276.6     180,243.0     MT  (+/- 3 meters HH1 GPS) 
 HU0963
 HU0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4398977235(NAD 83)
 HU0963
 HU0963                          SUPERSEDED SURVEY CONTROL
 HU0963
 HU0963  NGVD 29 (11/26/84)    5.477  (m)           17.97   (f) ADJUSTED    2 0
 HU0963
 HU0963.Superseded values are not recommended for survey control.
 HU0963
 HU0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0963.See file dsdata.pdf to determine how the superseded data were derived.
 HU0963
 HU0963_MARKER: DB = BENCH MARK DISK
 HU0963_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0963_SP_SET: BRIDGE
 HU0963_STAMPING: R 9 1942
 HU0963_MARK LOGO: CGS
 HU0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0963+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2022
 HU0963
 HU0963  HISTORY     - Date     Condition        Report By
 HU0963  HISTORY     - 1942     MONUMENTED       CGS
 HU0963  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0963  HISTORY     - 20040623 GOOD             GEOCAC
 HU0963  HISTORY     - 20130611 GOOD             DELCOS
 HU0963  HISTORY     - 20221031 GOOD             USPSQD
 HU0963
 HU0963                          STATION DESCRIPTION
 HU0963
 HU0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0963'1.4 MI SW FROM SEAFORD.
 HU0963'1.45 MILES SOUTHWEST ALONG HIGHWAY 20 FROM THE CONCRETE BRIDGE
 HU0963'OVER THE RAILROAD AT SEAFORD, SUSSEX COUNTY, SET IN BRIDGE NO. 222,
 HU0963'19.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 22.8 FEET EAST
 HU0963'OF A 10-INCH CORRUGATED IRON PIPE CULVERT, SET IN THE NORTH
 HU0963'RETAINING WALL, OF THE WEST END OF THE BRIDGE, 84.4 FEET WEST
 HU0963'OF POLE NUMBER 62, ABOUT LEVEL WITH THE HIGHWAY, A U.S.C. AND
 HU0963'G.S. DISK SET IN A DRILL HOLE.
 HU0963
 HU0963                          STATION RECOVERY (1981)
 HU0963
 HU0963'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0963'MARK NOT FOUND.
 HU0963
 HU0963                          STATION RECOVERY (2004)
 HU0963
 HU0963'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 HU0963'1942 DESCRIPTION IS STILL GOOD EXCEPT THAT THE DESCRIBED 10-INCH
 HU0963'CORRUGATED IRON PIPE CULVERT IS NO LONGER THERE.  THE MARK IS SET IN
 HU0963'THE TOP OF THE NORTH RETAINING WALL 0.33 FEET (0.10 M) WEST OF THE
 HU0963'WEST END OF THE CONCRETE GUARD WALL, AND 1.0 FEET (0.30 M) NORTH OF A
 HU0963'METAL GUARD RAIL.
 HU0963
 HU0963                          STATION RECOVERY (2013)
 HU0963
 HU0963'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0963'RECOVERED IN GOOD CONDITION.
 HU0963
 HU0963                          STATION RECOVERY (2022)
 HU0963
 HU0963'RECOVERY NOTE BY US POWER SQUADRON 2022 (DLT)
 HU0963'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1694 ***********************************************************************
 HU1694  DESIGNATION -  RACE RM 3
 HU1694  PID         -  HU1694
 HU1694  STATE/COUNTY-  DE/SUSSEX
 HU1694  COUNTRY     -  US
 HU1694  USGS QUAD   -  PITTSVILLE (2016)
 HU1694
 HU1694                         *CURRENT SURVEY CONTROL
 HU1694  ______________________________________________________________________
 HU1694* NAD 83(1991) POSITION- 38 27 11.47953(N) 075 26 44.65046(W)   ADJUSTED
 HU1694* NAVD 88 ORTHO HEIGHT -    19.025 (meters)       62.42  (feet) ADJUSTED
 HU1694  ______________________________________________________________________
 HU1694  GEOID HEIGHT    -        -35.801 (meters)                     GEOID18
 HU1694  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 HU1694  DYNAMIC HEIGHT  -         19.013 (meters)       62.38  (feet) COMP
 HU1694  MODELED GRAVITY -    980,012.3   (mgal)                       NAVD 88
 HU1694
 HU1694  HORZ ORDER      -  SECOND
 HU1694  VERT ORDER      -  SECOND    CLASS I
 HU1694
 HU1694.The horizontal coordinates were established by classical geodetic methods
 HU1694.and adjusted by the National Geodetic Survey in January 1992.
 HU1694
 HU1694.The orthometric height was determined by differential leveling and
 HU1694.adjusted by the NATIONAL GEODETIC SURVEY
 HU1694.in June 1991.
 HU1694
 HU1694.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1694.GEOID18 height accuracy estimate available here.
 HU1694
 HU1694.Click photographs - Photos may exist for this station.
 HU1694
 HU1694.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1694
 HU1694.The dynamic height is computed by dividing the NAVD 88
 HU1694.geopotential number by the normal gravity value computed on the
 HU1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1694.degrees latitude (g = 980.6199 gals.).
 HU1694
 HU1694.The modeled gravity was interpolated from observed gravity values.
 HU1694
 HU1694. The following values were computed from the NAD 83(1991) position.
 HU1694
 HU1694;                    North         East     Units Scale Factor Converg.
 HU1694;SPC DE       -    50,304.450   197,462.553   MT  0.99999508   -0 01 05.1
 HU1694;SPC DE       -   165,040.52    647,841.73   sFT  0.99999508   -0 01 05.1
 HU1694;SPC MD       -    88,462.051   535,660.741   MT  0.99997688   +0 58 31.8
 HU1694;SPC MD       -   290,229.25  1,757,413.61   sFT  0.99997688   +0 58 31.8
 HU1694;UTM  18      - 4,256,193.280   461,107.516   MT  0.99961863   -0 16 37.9
 HU1694
 HU1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1694!SPC DE       -   1.00000263  x   0.99999508  =   0.99999771
 HU1694!SPC MD       -   1.00000263  x   0.99997688  =   0.99997951
 HU1694!UTM  18      -   1.00000263  x   0.99961863  =   0.99962126
 HU1694
 HU1694:                Primary Azimuth Mark                     Grid Az
 HU1694:SPC DE       -  RACE                                     093 06 07.9
 HU1694:SPC MD       -  RACE                                     092 06 31.0
 HU1694:UTM  18      -  RACE                                     093 21 40.7
 HU1694
 HU1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6110756193(NAD 83)
 HU1694
 HU1694|---------------------------------------------------------------------|
 HU1694| PID    Reference Object                     Distance      Geod. Az  |
 HU1694|                                                           dddmmss.s |
 HU1694| HU1700 RACE                                APPROX. 0.6 KM 0930502.8 |
 HU1694|---------------------------------------------------------------------|
 HU1694
 HU1694                          SUPERSEDED SURVEY CONTROL
 HU1694
 HU1694  NAD 83(1986)-  38 27 11.46893(N)    075 26 44.67425(W) AD(       ) 2
 HU1694  NAD 27      -  38 27 11.05403(N)    075 26 45.96197(W) AD(       ) 2
 HU1694  NGVD 29 (06/12/91)   19.273  (m)           63.23   (f) ADJUSTED    2 1
 HU1694  NGVD 29 (07/19/86)   19.4    (m)           64.     (f) VERT ANG       
 HU1694
 HU1694.Superseded values are not recommended for survey control.
 HU1694
 HU1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1694.See file dsdata.pdf to determine how the superseded data were derived.
 HU1694
 HU1694_MARKER: DR = REFERENCE MARK DISK
 HU1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1694_STAMPING: RACE NO 3 1974
 HU1694_MARK LOGO: NGS
 HU1694_PROJECTION: FLUSH
 HU1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1694+STABILITY: SURFACE MOTION
 HU1694_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1694+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1990
 HU1694
 HU1694  HISTORY     - Date     Condition        Report By
 HU1694  HISTORY     - 1974     MONUMENTED       NGS
 HU1694  HISTORY     - 1974     GOOD             NGS
 HU1694  HISTORY     - 19900301 GOOD             NGS
 HU1694  HISTORY     - 20041001 MARK NOT FOUND   GEOCAC
 HU1694  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU1694
 HU1694                          STATION DESCRIPTION
 HU1694
 HU1694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 HU1694'REFERENCE MARK 3, A STANDARD DISK STAMPED RACE NO 3 1974, IS SET
 HU1694'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 HU1694'WITH THE GROUND SURFACE.  IT IS 29 FEET NORTH OF THE CENTERLINE
 HU1694'OF STATE ROAD 54 AND 2 FEET SOUTHEAST OF A METAL WITNESS POST.
 HU1694'THE MARK SERVES AS AN AZIMUTH MARK.
 HU1694'
 HU1694'TO REACH THE STATION FROM THE AYERS METHODIST CHURCH IN PITTSVILLE,
 HU1694'GO NORTH ON MARYLAND STATE ROAD 353 FOR 4.0 MILES TO THE JUNCTION
 HU1694'WITH DELAWARE STATE ROAD 54 AND THE MARYLAND-DELAWARE STATE
 HU1694'LINE.  TURN LEFT AND GO WEST ON DELAWARE STATE ROAD 54 FOR .5
 HU1694'MILE TO THE MARK ON THE RIGHT.
 HU1694
 HU1694                          STATION RECOVERY (1974)
 HU1694
 HU1694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HU1694'RECOVERED IN GOOD CONDITION.
 HU1694
 HU1694                          STATION RECOVERY (1990)
 HU1694
 HU1694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU1694'9.8 KM (6.09 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 HU1694'WITH U.S. HIGHWAY 13 IN DELMAR, 0.2 KM (0.12 MI) WEST OF THE
 HU1694'INTERSECTION OF GUY WARD ROAD, 52.4 M (171.92 FT) WEST OF TELEPHONE
 HU1694'PEDESTAL NUMBER SA142, 8.6 M (28.22 FT) NORTH OF THE HIGHWAY
 HU1694'CENTERLINE, 3.0 M (9.84 FT) WEST OF THE CENTER OF A TRACK ROAD, 0.7 M
 HU1694'(2.30 FT) SOUTHEAST OF A WITNESS POST, 0.2 M (0.66 FT) BELOW THE
 HU1694'LEVEL OF THE HIGHWAY, AND IN A CONCRETE MONUMENT THAT IS 0.1 M
 HU1694'(0.33 FT) BELOW THE GROUND SURFACE.
 HU1694
 HU1694                          STATION RECOVERY (2004)
 HU1694
 HU1694'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 HU1694'MARK NOT FOUND.
 HU1694
 HU1694                          STATION RECOVERY (2013)
 HU1694
 HU1694'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU1694'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1323 ***********************************************************************
 HU1323  DESIGNATION -  RADIO
 HU1323  PID         -  HU1323
 HU1323  STATE/COUNTY-  DE/SUSSEX
 HU1323  COUNTRY     -  US
 HU1323  USGS QUAD   -  CAPE HENLOPEN (2016)
 HU1323
 HU1323                         *CURRENT SURVEY CONTROL
 HU1323  ______________________________________________________________________
 HU1323* NAD 83(1991) POSITION- 38 47 25.31060(N) 075 05 27.46287(W)   ADJUSTED
 HU1323* NAVD 88 ORTHO HEIGHT -     4.1   (meters)       13.    (feet) VERTCON3
 HU1323  ______________________________________________________________________
 HU1323  GEOID HEIGHT    -        -35.623 (meters)                     GEOID18
 HU1323  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 HU1323  HORZ ORDER      -  FIRST
 HU1323
 HU1323.The horizontal coordinates were established by classical geodetic methods
 HU1323.and adjusted by the National Geodetic Survey in January 1992.
 HU1323
 HU1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1323
 HU1323.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1323.GEOID18 height accuracy estimate available here.
 HU1323
 HU1323.Click photographs - Photos may exist for this station.
 HU1323
 HU1323.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1323
 HU1323. The following values were computed from the NAD 83(1991) position.
 HU1323
 HU1323;                    North         East     Units Scale Factor Converg.
 HU1323;SPC DE       -    87,783.499   228,297.591   MT  1.00000486   +0 12 14.6
 HU1323;SPC DE       -   288,003.03    749,006.35   sFT  1.00000486   +0 12 14.6
 HU1323;UTM  18      - 4,293,517.404   492,100.259   MT  0.99960077   -0 03 25.1
 HU1323
 HU1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1323!SPC DE       -   1.00000495  x   1.00000486  =   1.00000981
 HU1323!UTM  18      -   1.00000495  x   0.99960077  =   0.99960572
 HU1323
 HU1323:                Primary Azimuth Mark                     Grid Az
 HU1323:SPC DE       -  RADIO RM 1 AZIMUTH                       169 01 13.3
 HU1323:UTM  18      -  RADIO RM 1 AZIMUTH                       169 16 53.0
 HU1323
 HU1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9210093517(NAD 83)
 HU1323
 HU1323|---------------------------------------------------------------------|
 HU1323| PID    Reference Object                     Distance      Geod. Az  |
 HU1323|                                                           dddmmss.s |
 HU1323| DC8327 RADIO RM 1 AZIMUTH                                 1691327.9 |
 HU1323| DC8328 RADIO RM 2                                         23232     |
 HU1323| HU1342 LEWES STANDPIPE                     APPROX. 4.6 KM 2415135.2 |
 HU1323| DC8330 RADIO RM 4                           93.743 METERS 25450     |
 HU1323| DC8329 RADIO RM 3                           73.513 METERS 32335     |
 HU1323|---------------------------------------------------------------------|
 HU1323
 HU1323                          SUPERSEDED SURVEY CONTROL
 HU1323
 HU1323  NAD 83(1986)-  38 47 25.29745(N)    075 05 27.47119(W) AD(       ) 1
 HU1323  NAD 27      -  38 47 24.89244(N)    075 05 28.82021(W) AD(       ) 1
 HU1323  NGVD 29 (07/19/86)    4.3    (m)           14.     (f) VERT ANG       
 HU1323
 HU1323.Superseded values are not recommended for survey control.
 HU1323
 HU1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1323.See file dsdata.pdf to determine how the superseded data were derived.
 HU1323
 HU1323_MARKER: DS = TRIANGULATION STATION DISK
 HU1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1323_STAMPING: RADIO 1932
 HU1323_MARK LOGO: CGS
 HU1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1323+STABILITY: SURFACE MOTION
 HU1323
 HU1323  HISTORY     - Date     Condition        Report By
 HU1323  HISTORY     - 1932     MONUMENTED       CGS
 HU1323  HISTORY     - 1943     GOOD             CGS
 HU1323  HISTORY     - 1945     GOOD             CGS
 HU1323  HISTORY     - 1962     GOOD             CGS
 HU1323  HISTORY     - 1969     GOOD             CGS
 HU1323  HISTORY     - 1975     GOOD             NGS
 HU1323  HISTORY     - 1980     GOOD             LOCENG
 HU1323
 HU1323                          STATION DESCRIPTION
 HU1323
 HU1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 HU1323'LOCATED ABOUT 150 YARDS S OF THE NAVAL RADIO COMPASS
 HU1323'STATION ON CAPE HENLOPEN.  ON TOP OF A LOW KNOLL.  ABOUT 250
 HU1323'FEET E OF THE ROAD LEADING TO THE RADIO STATION.
 HU1323'
 HU1323'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 HU1323'BRONZE DISKS SET IN CONCRETE.
 HU1323'
 HU1323'REFERENCE MARK NO. 1 IS ABOUT 1/4 MILE S OF STATION, AND
 HU1323'ABOUT 10 METERS E OF THE ROAD.  AT A POINT WHERE THE ROAD
 HU1323'LEADING TO THE STATION CURVES TO THE WESTWARD.
 HU1323'
 HU1323'REFERENCE MARK NO. 2 IS 318.7 FEET SW OF STATION.  3 METERS E
 HU1323'OF CENTER LINE OF ROAD.
 HU1323'
 HU1323'REFERENCE MARK NO. 3 IS 241.8 FEET WNW OF STATION.  ABOUT 3
 HU1323'METERS S OF CENTER LINE OF THE ROAD.
 HU1323'
 HU1323'TO REACH THE STATION FROM LEWES, GO ON GRAVEL ROAD BY COAST
 HU1323'GUARD STATION.
 HU1323'
 HU1323'HEIGHT OF SIGNAL ABOVE STATION MARK - 31 METERS.
 HU1323
 HU1323                          STATION RECOVERY (1943)
 HU1323
 HU1323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1323'THIS STATION IS LOCATED ABOUT 2.5 MILES NE OF LEWES, ON CAPE
 HU1323'HENLOPEN INSIDE THE FORT MILES MILITARY RESERVATION.  THE
 HU1323'MARK IS LOCATED ON A LOW SAND HILL 230 METERS S OF THE COAST
 HU1323'GUARD RADIO DIRECTION FINDING STATION, 93 METERS E OF THE
 HU1323'INTERSECTION OF THE PAVED ROAD LEADING N AND A GRAVEL ROAD
 HU1323'LEADING E, 35 METERS S OF THE GRAVEL ROAD LEADING E, AND 26
 HU1323'METERS WSW OF CONCRETE MILITARY BUILDING NO. T-115.
 HU1323'
 HU1323'STATION MARK IS A BRONZE STATION DISK, STAMPED RADIO 1932,
 HU1323'AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 HU1323'WHICH EXTENDS 18 INCHES ABOVE THE GROUND.  IT IS IN GOOD CONDITION.
 HU1323'
 HU1323'REFERENCE MARKS 1 AND 2 HAVE BEEN DESTROYED BY THE CONSTRUCTION
 HU1323'OF A NEW ROAD.
 HU1323'
 HU1323'REFERENCE MARK 3 IS LOCATED 241.30 FEET (73.548 METERS) WNW
 HU1323'OF THE STATION AND ABOUT 3 METERS S OF AN OLD ROAD.  IT IS A
 HU1323'BRONZE REFERENCE DISK, STAMPED RADIO R M NO 3 1932, AND
 HU1323'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 HU1323'EXTENDS 5 INCHES ABOVE THE GROUND.  IT IS IN GOOD CONDITION.
 HU1323
 HU1323                          STATION RECOVERY (1945)
 HU1323
 HU1323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (TBR)
 HU1323'THE STATION IS ABOUT 2.5 MILES NE OF LEWES, ON CAPE HENLOPEN,
 HU1323'WITHIN THE FORT MILES MILITARY RESERVATION, ON A LOW E-W SAND
 HU1323'RIDGE, ABOUT 230 METERS S OF THE COAST GUARD RADIO
 HU1323'DIRECTION FINDING STATION BUILDING (STATION HAS BEEN
 HU1323'DISCONTINUED), 93 METERS E OF THE S T-INTERSECTION OF POINT
 HU1323'ROAD AND PRETTYMAN LANE (BOTH ROADS ARE PAVED), 88 METERS W OF
 HU1323'POINT ROAD, 35 METERS S OF PRETTYMAN LANE, AND 26 METERS
 HU1323'WSW OF SW CORNER OF CONCRETE BLOCK BUILDING NO. T-115, WEATHER
 HU1323'OBSERVATORY.  EROSION HAS EXPOSED ABOUT 2 FEET OF THE
 HU1323'MONUMENT.  THE ADJACENT AREA WAS WATTLED WITH OAK BRUSH
 HU1323'WIRED DOWN.
 HU1323'
 HU1323'STATION MARK IS A BRONZE STATION DISK SET IN
 HU1323'CONCRETE.  SUB-SURFACE MARK IS A BRONZE STATION DISK SET IN
 HU1323'CONCRETE.
 HU1323'
 HU1323'REFERENCE MARKS 1 AND 2, REPORTED IN 1943 AS HAVING BEEN
 HU1323'DESTROYED BY ROAD BUILDING OPERATIONS, WERE NOT FOUND.
 HU1323'
 HU1323'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK SET IN CONCRETE.  IT
 HU1323'IS NW OF THE STATION, 42 METERS E OF POINT ROAD, 26.5 METERS
 HU1323'N OF PRETTYMAN LANE, AND 3 METERS S OF ABANDONED GRAVEL
 HU1323'ROAD.  MARK PROJECTS 0.1 METER.
 HU1323'
 HU1323'REFERENCE MARK 4, A BRONZE DISK, WAS ESTABLISHED W OF THE
 HU1323'STATION IN A DRILL HOLE IN THE TOP OF, AND 0.3 METER FROM
 HU1323'THE END OF, THE NW WINGWALL OF THE SECOND CONCRETE CULVERT S
 HU1323'OF THE S INTERSECTION OF POINT ROAD AND PRETTYMAN LANE.
 HU1323
 HU1323                          STATION RECOVERY (1962)
 HU1323
 HU1323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1323'THE STATION MARK, REFERENCE MARKS NO. 1 (AZIMUTH MARK), NO. 3
 HU1323'AND NO. 4 WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 HU1323'CONDITION.  THE STATION MARK NOW PROJECTS ABOUT 18 INCHES
 HU1323'ABOVE THE SURFACE OF THE GROUND.  A NEW TO REACH THE STATION
 HU1323'FOLLOWS--
 HU1323'
 HU1323'TO REACH THE STATION FROM THE POST OFFICE IN LEWES, DELAWARE.  GO
 HU1323'SOUTHEAST ON MAIN STREET FOR 0.05 MILE TO THE INTERSECTION OF GILLS
 HU1323'NECK ROAD AND SAVANNAH ROAD.  TURN LEFT AND GO NORTHEAST ON
 HU1323'SAVANNAH ROAD FOR 0.47 MILE TO A FORK (FORT MILES ROAD).  TAKE
 HU1323'THE RIGHT HAND FORK AND GO SOUTHEAST ON FORT MILES ROAD FOR 1.62
 HU1323'MILES TO THE MAIN GUARD GATE INTO THE MILITARY RESERVATION.
 HU1323'PASS THROUGH THE GUARD GATE AND CONTINUE EAST ON POST LANE FOR
 HU1323'0.75 MILE TO A SIDE ROAD LEFT, POINT ROAD, TURN LEFT AND GO
 HU1323'NORTH ON POINT ROAD FOR 0.05 MILE TO REFERENCE MARK NO. 1,
 HU1323'THE AZIMUTH MARK ON THE RIGHT, EAST, SIDE OF POINT ROAD.
 HU1323'CONTINUE NORTH ON POINT ROAD FOR 0.3 MILE TO THE
 HU1323'INTERSECTION OF PRETTYMAN LANE ROAD ON THE RIGHT.  TURN RIGHT
 HU1323'AND GO EAST ON PRETTYMAN LANE ROAD FOR 0.1 MILE TO
 HU1323'BUILDING NO. T115 AND THE STATION ON THE RIGHT, SOUTH,
 HU1323'SIDE OF PRETTYMAN LANE.
 HU1323'
 HU1323'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS CHECKED
 HU1323'WITH THE PREVIOUS DATA.
 HU1323'
 HU1323'THE STATION MARK IS 115.0 FEET SOUTH OF THE CENTERLINE OF
 HU1323'PRETTYMAN LANE, 85.0 FEET WEST OF THE SOUTHWEST CORNER OF
 HU1323'BUILDIND NO. T115 AND 2.3 FEET WEST OF A STANDARD METAL
 HU1323'WITNESS POST AND MARKER.
 HU1323'
 HU1323'REFERENCE MARK NO. 1, THE AZIMUTH MARK IS 109.0 FEET SOUTH
 HU1323'OF FIRE HYDRANT NO. 205, 78.0 FEET SOUTHEAST OF GUY POLE
 HU1323'NO. G602A, 58.0 FEET WEST OF THE CENTERLINE OF POINT ROAD AND
 HU1323'1.5 FEET WEST OF A STANDARD METAL WITNESS POST AND MARKER.
 HU1323'*REFERENCE MARK NO. 3 IS 163.0 FEET NORTHEAST OF THE CENTER OF
 HU1323'THE INTERSECTION OF POINT ROAD AND PRETTYMAN LANE AND 88.6
 HU1323'FEET NORTH OF THE CENTERLINE OF PRETTYMAN LANE.  THE MARK
 HU1323'PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 HU1323'
 HU1323'REFERENCE MARK NO. 4 IS 307.55 FEET WEST OF THE STATION,
 HU1323'182.0 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF POINT
 HU1323'ROAD AND PRETTYMAN LANE, 39.6 FEET SOUTH OF POWERLINE POLE
 HU1323'NO. G612 AND 20.0 FEET WEST OF THE CENTERLINE OF POINT ROAD
 HU1323'AND PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 HU1323'
 HU1323'HEIGHT OF LIGHT ABOVE STATION MARK 34.12 METERS.
 HU1323
 HU1323                          STATION RECOVERY (1969)
 HU1323
 HU1323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 HU1323'STATION MARK AND RMS 3 AND 4 WERE RECOVERED IN GOOD
 HU1323'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.  THE 1962 RECOVERY
 HU1323'NOTE BY R.W.T. IS ADEQUATE WITH THE FOLLOWING ADDITIONS--RM 3
 HU1323'IS 41.0 FEET NORTH-NORTHEAST OF A POWER POLE.  RM 4 IS IN
 HU1323'THE NORTH END OF ABUTMENT OF CULVERT ON WEST SIDE OF ROAD.
 HU1323
 HU1323                          STATION RECOVERY (1975)
 HU1323
 HU1323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 HU1323'THE STATION MARK WAS RECOVERED AND IT WAS FOUND TO BE IN GOOD
 HU1323'CONDITION.  THE STATION MARK IS NOW PROJECTING ABOUT 20
 HU1323'INCHES BUT STILL IS SOLID IN THE GROUND.
 HU1323'
 HU1323'REFERENCE MARK NO 3 WAS RECOVERED AND IT WAS FOUND TO BE IN
 HU1323'GOOD CONDITION.  IT IS NOW 1 FOOT SOUTHWEST OF A STEEL
 HU1323'WITNESS POST AND SIGN AND THE MARK IS ABOUT FLUSH WITH THE GROUND.
 HU1323'
 HU1323'REFERENCE MARK NO 4 WAS RECOVERED AND IT WAS FOUND TO BE IN
 HU1323'GOOD CONDITION.  I FOUND THE MARK TO BE IN A DRILL HOLE IN THE
 HU1323'NORTHWEST WING OF A CONCRETE CULVERT.  IT WAS FOUND TO BE
 HU1323'183 FEET SOUTH OF THE CENTER LINE OF A EAST-WEST BLACK TOP
 HU1323'ROAD, 18 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH BLACK
 HU1323'TOP ROAD, 9 INCHES SOUTHEAST OF THE NORTHWEST END OF THE
 HU1323'CONCRETE CULVERT WING AND ABOUT 8 INCHES LOWER THAN THE BLACK
 HU1323'TOP ROAD.
 HU1323'
 HU1323'REFERENCE MARK NO 1, THE AZIMUTH MARK WAS RECOVERED AND IT
 HU1323'WAS FOUND TO BE IN GOOD CONDITION.  IT WAS FOUND TO BE 62
 HU1323'FEET SOUTHEAST OF A POWER POLE WITH A SMALL TRIANGLE ON IT,
 HU1323'59 FEET EAST OF THE CENTER LINE OF A PAVED ROAD, 2.3 FEET
 HU1323'WEST OF A STEEL WITNESS POST AND THE MARK IS PROJECTING ABOUT
 HU1323'3 INCHES.
 HU1323'
 HU1323'TO REACH THE STATION FROM IN THE EAST EDGE OF THE TOWN OF
 HU1323'LEWES, AT THE ENTRANCE TO THE CAPE MAY-LEWES FERRY.  GO
 HU1323'EASTERLY FOLLOW THE PAVED ROAD FOR 0.9 MILE TO FORKS IN THE
 HU1323'ROAD, KEEP THE LEFT FORK AND CONTINUE ON EASTERLY FOLLOWING
 HU1323'THE PAVED ROAD FOR 0.8 MILE TO A SIDE ROAD ON THE LEFT.  TURN
 HU1323'LEFT AND GO NORTHERLY FOLLOWING THE PAVED ROAD FOR 0.05 MILE
 HU1323'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE ON EASTERLY
 HU1323'FOLLOWING THE PAVED ROAD FOR 0.45 MILE TO A SIDE ROAD ON
 HU1323'THE RIGHT.  TURN RIGHT AND GO EAST FOR ABOUT 0.05 MILE TO THE
 HU1323'STATION MARK ON THE RIGHT AND BUILDING NUMBER T 115 AHEAD
 HU1323'ON THE RIGHT ALSO.
 HU1323
 HU1323                          STATION RECOVERY (1980)
 HU1323
 HU1323'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (WW)
 HU1323'RECOVERED BY VANDEMARK LYNCH INC.
 HU1323'
 HU1323'RADIO-1932 GOOD.
 HU1323'
 HU1323'RM NO. 1-1932 AZIMUTH MARK GOOD.
 HU1323'
 HU1323'RM NO. 3 1932 GOOD.
 HU1323'
 HU1323'RM NO 4 1932 GOOD.
 HU1323'
 HU1323'STATION AND REFERENCE MARKS ADEQUATLY DESCRIBED.
 HU1323'
 HU1323'NOTE-DELETE, BUILDING NUMBER T 115 IN DESCRIPTION BY
 HU1323'E.A. BEAUCHAMP 1975.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3708 ***********************************************************************
 JU3708  DESIGNATION -  READ
 JU3708  PID         -  JU3708
 JU3708  STATE/COUNTY-  DE/NEW CASTLE
 JU3708  COUNTRY     -  US
 JU3708  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3708
 JU3708                         *CURRENT SURVEY CONTROL
 JU3708  ______________________________________________________________________
 JU3708* NAD 83(1991) POSITION- 39 44 29.26162(N) 075 33 46.03923(W)   ADJUSTED
 JU3708* NAVD 88 ORTHO HEIGHT -    12.    (meters)       39.    (feet) SCALED
 JU3708  ______________________________________________________________________
 JU3708  GEOID HEIGHT    -        -32.921 (meters)                     GEOID18
 JU3708  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 JU3708  HORZ ORDER      -  SECOND
 JU3708
 JU3708.The horizontal coordinates were established by classical geodetic methods
 JU3708.and adjusted by the National Geodetic Survey in January 1992.
 JU3708
 JU3708.The orthometric height was scaled from a topographic map.
 JU3708
 JU3708.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3708.GEOID18 height accuracy estimate available here.
 JU3708
 JU3708.Click photographs - Photos may exist for this station.
 JU3708
 JU3708.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3708
 JU3708. The following values were computed from the NAD 83(1991) position.
 JU3708
 JU3708;                    North         East     Units Scale Factor Converg.
 JU3708;SPC DE       -   193,334.177   187,475.207   MT  0.99999693   -0 05 36.3
 JU3708;SPC DE       -   634,297.21    615,074.91   sFT  0.99999693   -0 05 36.3
 JU3708;UTM  18      - 4,399,214.031   451,779.701   MT  0.99962863   -0 21 35.3
 JU3708
 JU3708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3708!SPC DE       -   1.00000333  x   0.99999693  =   1.00000026
 JU3708!UTM  18      -   1.00000333  x   0.99962863  =   0.99963196
 JU3708
 JU3708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5177999214(NAD 83)
 JU3708
 JU3708                          SUPERSEDED SURVEY CONTROL
 JU3708
 JU3708  NAD 83(1986)-  39 44 29.25795(N)    075 33 46.04595(W) AD(       ) 2
 JU3708  NAD 27      -  39 44 28.84800(N)    075 33 47.32400(W) AD(       ) 2
 JU3708
 JU3708.Superseded values are not recommended for survey control.
 JU3708
 JU3708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3708.See file dsdata.pdf to determine how the superseded data were derived.
 JU3708
 JU3708_MARKER: DE = TRAVERSE STATION DISK
 JU3708_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU3708_SP_SET: SIDEWALK
 JU3708_STAMPING: READ 1959
 JU3708_MARK LOGO: CGS
 JU3708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3708
 JU3708  HISTORY     - Date     Condition        Report By
 JU3708  HISTORY     - 1959     MONUMENTED       CGS
 JU3708  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU3708
 JU3708                          STATION DESCRIPTION
 JU3708
 JU3708'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU3708'STATION UNOCCUPIED.
 JU3708'
 JU3708'STATION IS LOCATED AT INTERSECTION OF SOUTH JACKSON STREET
 JU3708'AND READ STREET.  STATION IS 10-1/2 FEET NORTH-NORTHEAST OF
 JU3708'FIRE PLUG, 13 FEET EAST-NORTHEAST OF DOOR TO GROCERY
 JU3708'STORE, 17 FEET SOUTH-SOUTHWEST OF APPROXIMATE CENTERLINE OF
 JU3708'READ STREET AND 22 FEET NORTHWEST OF APPROXIMATE CENTERLINE
 JU3708'OF SOUTH JACKSON STREET.  THE MARK IS A STANDARD TRAVERSE
 JU3708'DISK SET IN A DRILLHOLE IN A CONCRETE SIDEWALK.  THE MARK IS
 JU3708'FLUSH AND THE DISK IS STAMPED READ 1959.
 JU3708
 JU3708                          STATION RECOVERY (2013)
 JU3708
 JU3708'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3708'BELIEVED TO BE DESTROYED IN CONSTRUCTION OF HANDICAP ACCESIBLE
 JU3708'SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0884 ***********************************************************************
 DQ0884  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0884  DESIGNATION -  RED CLAY RM 6
 DQ0884  PID         -  DQ0884
 DQ0884  STATE/COUNTY-  DE/NEW CASTLE
 DQ0884  COUNTRY     -  US
 DQ0884  USGS QUAD   -  KENNETT SQUARE (2019)
 DQ0884
 DQ0884                         *CURRENT SURVEY CONTROL
 DQ0884  ______________________________________________________________________
 DQ0884* NAD 83(2011) POSITION- 39 45 46.61773(N) 075 38 11.42159(W)   ADJUSTED
 DQ0884* NAD 83(2011) ELLIP HT-    -6.002 (meters)        (12/20/17)   ADJUSTED
 DQ0884* NAD 83(2011) EPOCH   -  2010.00
 DQ0884* NAVD 88 ORTHO HEIGHT -    26.89  (meters)       88.2   (feet) GPS OBS
 DQ0884  ______________________________________________________________________
 DQ0884  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0884  GEOID HEIGHT    -        -32.889 (meters)                     GEOID12B
 DQ0884  GEOID HEIGHT    -        -32.886 (meters)                     GEOID18
 DQ0884  NAD 83(2011) X  -  1,217,932.684 (meters)                     COMP
 DQ0884  NAD 83(2011) Y  - -4,756,113.086 (meters)                     COMP
 DQ0884  NAD 83(2011) Z  -  4,057,784.281 (meters)                     COMP
 DQ0884  LAPLACE CORR    -          0.80  (seconds)                    DEFLEC18
 DQ0884
 DQ0884  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0884  Standards:
 DQ0884         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0884            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0884  -------------------------------------------------------------------
 DQ0884  NETWORK    1.50   1.43           0.66   0.56   0.73      0.04570920
 DQ0884  -------------------------------------------------------------------
 DQ0884  Click here for local accuracies and other accuracy information.
 DQ0884
 DQ0884.The horizontal coordinates were established by GPS observations
 DQ0884.and adjusted by the MASER CONSULTING in December 2017.
 DQ0884
 DQ0884.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0884.been affixed to the stable North American tectonic plate. See 
 DQ0884.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0884
 DQ0884.The horizontal coordinates are valid at the epoch date displayed above
 DQ0884.which is a decimal equivalence of Year/Month/Day.
 DQ0884
 DQ0884.The orthometric height was determined by GPS observations and a
 DQ0884.high-resolution geoid model using precise GPS observation and
 DQ0884.processing techniques.
 DQ0884
 DQ0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0884.GEOID18 height accuracy estimate available here.
 DQ0884
 DQ0884.Click photographs - Photos may exist for this station.
 DQ0884
 DQ0884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0884
 DQ0884.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0884
 DQ0884.The ellipsoidal height was determined by GPS observations
 DQ0884.and is referenced to NAD 83.
 DQ0884
 DQ0884. The following values were computed from the NAD 83(2011) position.
 DQ0884
 DQ0884;                    North         East     Units Scale Factor Converg.
 DQ0884;SPC DE       -   195,732.858   181,162.403   MT  0.99999937   -0 08 26.2
 DQ0884;SPC DE       -   642,166.88    594,363.65   sFT  0.99999937   -0 08 26.2
 DQ0884;UTM  18      - 4,401,641.157   445,480.424   MT  0.99963659   -0 24 25.7
 DQ0884
 DQ0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0884!SPC DE       -   1.00000094  x   0.99999937  =   1.00000031
 DQ0884!UTM  18      -   1.00000094  x   0.99963659  =   0.99963753
 DQ0884
 DQ0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK4548001641(NAD 83)
 DQ0884
 DQ0884                          SUPERSEDED SURVEY CONTROL
 DQ0884
 DQ0884.No superseded survey control is available for this station.
 DQ0884
 DQ0884_MARKER: DR = REFERENCE MARK DISK
 DQ0884_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ0884_SP_SET: WING WALL OF A BRIDGE
 DQ0884_STAMPING: GAGING STATION REFERENCE MARK
 DQ0884_MARK LOGO: USGS
 DQ0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0884+STABILITY: SURFACE MOTION
 DQ0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0884+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2013
 DQ0884
 DQ0884  HISTORY     - Date     Condition        Report By
 DQ0884  HISTORY     - UNK      MONUMENTED       USGS
 DQ0884  HISTORY     - 20130822 GOOD             DELCOS
 DQ0884
 DQ0884                          STATION DESCRIPTION
 DQ0884
 DQ0884'DESCRIBED BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DQ0884'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTH-NORTHWEST OF NEW
 DQ0884'CASTLE, 7.0 MI (11.3 KM) NORTH-NORTHEAST OF CHRISTIANA AND 4.9 MI (7.9
 DQ0884'KM) WEST-NORTHWEST OF WILMINGTON.
 DQ0884'
 DQ0884'TO REACH FROM THE POST OFFICE IN HOCKESSIN, PROCEED NORTH ON LANTANA
 DQ0884'DR AND TURN LEFT ONTO VALLEY ROAD.  PROCEED FOR 1.1 MI (1.8 KM) AND
 DQ0884'TURN RIGHT ONTO LANCASTER PIKE.  PROCEED 2.5 MI (4.0 KM) TO THE
 DQ0884'STATION ON THE LEFT BELOW THE SURFACE OF THE ROAD AND BRIDGE.  THE
 DQ0884'MARK IS LOCATED ON THE SOUTHEAST SIDE OF THE SPILLWAY.
 DQ0884'
 DQ0884'IT IS 35.2 FT (10.7 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 DQ0884'WHITE USGS SHED WITH ANTENNAE, 13.5 FT (4.1 M) SOUTHEAST OF THE
 DQ0884'NORTHWEST END OF THE RETAINING WALL HOUSING THE MARK, 9.7 FT (3.0 M)
 DQ0884'NORTHWEST OF THE SOUTHEAST END OF THE RETAINING WALL HOUSING THE MARK,
 DQ0884'6.1 FT (1.9 M) EAST-NORTHEAST OF YELLOW NATURAL GAS PIPELINE MARKER
 DQ0884'AND ABOUT 12 FT (3.7 M) LOWER THAN THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3787 ***********************************************************************
 JU3787  DESIGNATION -  REEDY ISLAND BAKER F RANGE LT
 JU3787  PID         -  JU3787
 JU3787  STATE/COUNTY-  DE/NEW CASTLE
 JU3787  COUNTRY     -  US
 JU3787  USGS QUAD   -  DELAWARE CITY (2016)
 JU3787
 JU3787                         *CURRENT SURVEY CONTROL
 JU3787  ______________________________________________________________________
 JU3787* NAD 83(1991) POSITION- 39 30 33.54090(N) 075 33 58.82901(W)   ADJUSTED
 JU3787  ______________________________________________________________________
 JU3787  GEOID HEIGHT    -        -33.570 (meters)                     GEOID18
 JU3787  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC18
 JU3787  HORZ ORDER      -  THIRD
 JU3787
 JU3787.The horizontal coordinates were established by classical geodetic methods
 JU3787.and adjusted by the National Geodetic Survey in January 1992.
 JU3787
 JU3787.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3787.GEOID18 height accuracy estimate available here.
 JU3787
 JU3787.Click photographs - Photos may exist for this station.
 JU3787
 JU3787.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3787
 JU3787. The following values were computed from the NAD 83(1991) position.
 JU3787
 JU3787;                    North         East     Units Scale Factor Converg.
 JU3787;SPC DE       -   167,560.365   187,127.746   MT  0.99999704   -0 05 42.8
 JU3787;SPC DE       -   549,737.63    613,934.95   sFT  0.99999704   -0 05 42.8
 JU3787;SPC NJ       -    75,582.268    58,300.728   MT  1.00000350   -0 40 42.4
 JU3787;SPC NJ       -   247,972.82    191,274.97   sFT  1.00000350   -0 40 42.4
 JU3787;UTM  18      - 4,373,451.595   451,312.875   MT  0.99962918   -0 21 37.1
 JU3787
 JU3787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5131273451(NAD 83)
 JU3787
 JU3787                          SUPERSEDED SURVEY CONTROL
 JU3787
 JU3787  NAD 83(1986)-  39 30 33.53326(N)    075 33 58.83828(W) AD(       ) 3
 JU3787  NAD 27      -  39 30 33.12400(N)    075 34 00.10300(W) AD(       ) 3
 JU3787
 JU3787.Superseded values are not recommended for survey control.
 JU3787
 JU3787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3787.See file dsdata.pdf to determine how the superseded data were derived.
 JU3787
 JU3787_MARKER: 14 = NAVIGATION LIGHT
 JU3787_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3787
 JU3787  HISTORY     - Date     Condition        Report By
 JU3787  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3787  HISTORY     - 1946     GOOD             CGS
 JU3787  HISTORY     - 1984     GOOD             NOS
 JU3787  HISTORY     - 19910612 GOOD             USPSQD
 JU3787  HISTORY     - 20070929 GOOD             GEOCAC
 JU3787
 JU3787                          STATION DESCRIPTION
 JU3787
 JU3787'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3787'STATION RECOVERED IN GOOD CONDITION AND IN ORIGINAL POSITION.
 JU3787
 JU3787                          STATION RECOVERY (1984)
 JU3787
 JU3787'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU3787'THE STATION WAS RECOVERED AS DESCRIBED.
 JU3787
 JU3787                          STATION RECOVERY (1991)
 JU3787
 JU3787'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAR)
 JU3787'RECOVERED IN GOOD CONDITION.
 JU3787
 JU3787                          STATION RECOVERY (2007)
 JU3787
 JU3787'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 JU3787'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2563 ***********************************************************************
 JU2563  DESIGNATION -  REEDY ISLAND JETTY MIDDLE LT
 JU2563  PID         -  JU2563
 JU2563  STATE/COUNTY-  DE/NEW CASTLE
 JU2563  COUNTRY     -  US
 JU2563  USGS QUAD   -  TAYLORS BRIDGE (2016)
 JU2563
 JU2563                         *CURRENT SURVEY CONTROL
 JU2563  ______________________________________________________________________
 JU2563* NAD 83(1991) POSITION- 39 28 58.51019(N) 075 34 26.44953(W)   ADJUSTED
 JU2563  ______________________________________________________________________
 JU2563  GEOID HEIGHT    -        -33.618 (meters)                     GEOID18
 JU2563  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 JU2563  HORZ ORDER      -  THIRD
 JU2563
 JU2563.The horizontal coordinates were established by classical geodetic methods
 JU2563.and adjusted by the National Geodetic Survey in January 1992.
 JU2563
 JU2563.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2563.GEOID18 height accuracy estimate available here.
 JU2563
 JU2563.Click photographs - Photos may exist for this station.
 JU2563
 JU2563.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2563
 JU2563. The following values were computed from the NAD 83(1991) position.
 JU2563
 JU2563;                    North         East     Units Scale Factor Converg.
 JU2563;SPC DE       -   164,630.730   186,462.791   MT  0.99999726   -0 06 00.2
 JU2563;SPC DE       -   540,125.99    611,753.34   sFT  0.99999726   -0 06 00.2
 JU2563;SPC NJ       -    72,659.530    57,605.990   MT  1.00000507   -0 40 58.6
 JU2563;SPC NJ       -   238,383.81    188,995.65   sFT  1.00000507   -0 40 58.6
 JU2563;UTM  18      - 4,370,526.142   450,634.626   MT  0.99963000   -0 21 54.0
 JU2563
 JU2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5063470526(NAD 83)
 JU2563
 JU2563                          SUPERSEDED SURVEY CONTROL
 JU2563
 JU2563  NAD 83(1986)-  39 28 58.50172(N)    075 34 26.45827(W) AD(       ) 3
 JU2563
 JU2563.Superseded values are not recommended for survey control.
 JU2563
 JU2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2563.See file dsdata.pdf to determine how the superseded data were derived.
 JU2563
 JU2563_MARKER: 14 = NAVIGATION LIGHT
 JU2563_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2563
 JU2563  HISTORY     - Date     Condition        Report By
 JU2563  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU2563  HISTORY     - 20070929 GOOD             GEOCAC
 JU2563
 JU2563                          STATION DESCRIPTION
 JU2563
 JU2563'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2563'THE STATION WAS RECOVERED AS DESCRIBED.
 JU2563
 JU2563                          STATION RECOVERY (2007)
 JU2563
 JU2563'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 JU2563'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2564 ***********************************************************************
 JU2564  DESIGNATION -  REEDY ISLAND RANGE FRONT LIGHT
 JU2564  PID         -  JU2564
 JU2564  STATE/COUNTY-  DE/NEW CASTLE
 JU2564  COUNTRY     -  US
 JU2564  USGS QUAD   -  TAYLORS BRIDGE (2016)
 JU2564
 JU2564                         *CURRENT SURVEY CONTROL
 JU2564  ______________________________________________________________________
 JU2564* NAD 83(1991) POSITION- 39 26 44.85030(N) 075 34 35.21324(W)   NO CHECK
 JU2564  ______________________________________________________________________
 JU2564  GEOID HEIGHT    -        -33.676 (meters)                     GEOID18
 JU2564  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 JU2564  HORZ ORDER      -  THIRD
 JU2564
 JU2564.The horizontal coordinates were established by classical geodetic methods
 JU2564.and adjusted by the National Geodetic Survey in January 1992.
 JU2564
 JU2564.No horizontal observational check was made to the station.
 JU2564
 JU2564.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2564.GEOID18 height accuracy estimate available here.
 JU2564
 JU2564.Click photographs - Photos may exist for this station.
 JU2564
 JU2564.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2564
 JU2564. The following values were computed from the NAD 83(1991) position.
 JU2564
 JU2564;                    North         East     Units Scale Factor Converg.
 JU2564;SPC DE       -   160,509.032   186,246.046   MT  0.99999733   -0 06 05.5
 JU2564;SPC DE       -   526,603.38    611,042.24   sFT  0.99999733   -0 06 05.5
 JU2564;SPC NJ       -    68,540.216    57,347.338   MT  1.00000566   -0 41 02.3
 JU2564;SPC NJ       -   224,869.03    188,147.06   sFT  1.00000566   -0 41 02.3
 JU2564;UTM  18      - 4,366,407.003   450,398.918   MT  0.99963029   -0 21 58.5
 JU2564
 JU2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5039866407(NAD 83)
 JU2564
 JU2564                          SUPERSEDED SURVEY CONTROL
 JU2564
 JU2564  NAD 83(1986)-  39 26 44.84351(N)    075 34 35.22155(W) AD(       ) 3
 JU2564
 JU2564.Superseded values are not recommended for survey control.
 JU2564
 JU2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2564.See file dsdata.pdf to determine how the superseded data were derived.
 JU2564
 JU2564_MARKER: 15 = RANGE MARKER
 JU2564_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2564
 JU2564  HISTORY     - Date     Condition        Report By
 JU2564  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU2564  HISTORY     - 20070929 GOOD             GEOCAC
 JU2564
 JU2564                          STATION DESCRIPTION
 JU2564
 JU2564'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2564'THE STATION, REEDY ISLAND RANGE FRONT LIGHT, IS THE CENTER OF THE
 JU2564'LIGHT ATOP THE LIGHT STRUCTURE.  IT IS COAST GUARD LL  2194.
 JU2564'
 JU2564'THE STATION IS LOCATED ON THE WESTERN SHORE OF DELAWARE RIVER,
 JU2564'JUST SOUTH FROM THE ENTRANCE TO APPOQUINIMINK RIVER.
 JU2564'
 JU2564'TO REACH THE STATION FROM THE SOUTH END OF REEDY ISLAND DIKE,
 JU2564'GO BY BOAT DUE SOUTH TO THE STATION ON THE SHORE.
 JU2564
 JU2564                          STATION RECOVERY (2007)
 JU2564
 JU2564'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 JU2564'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3409 ***********************************************************************
 JU3409  DESIGNATION -  REEDY ISLAND REAR RANGE LIGHT
 JU3409  PID         -  JU3409
 JU3409  STATE/COUNTY-  DE/NEW CASTLE
 JU3409  COUNTRY     -  US
 JU3409  USGS QUAD   -  TAYLORS BRIDGE (2016)
 JU3409
 JU3409                         *CURRENT SURVEY CONTROL
 JU3409  ______________________________________________________________________
 JU3409* NAD 83(1991) POSITION- 39 24 23.56765(N) 075 35 24.57811(W)   ADJUSTED
 JU3409  ______________________________________________________________________
 JU3409  GEOID HEIGHT    -        -33.712 (meters)                     GEOID18
 JU3409  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC18
 JU3409  HORZ ORDER      -  THIRD
 JU3409
 JU3409.The horizontal coordinates were established by classical geodetic methods
 JU3409.and adjusted by the National Geodetic Survey in January 1992.
 JU3409
 JU3409.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3409.GEOID18 height accuracy estimate available here.
 JU3409
 JU3409.Click photographs - Photos may exist for this station.
 JU3409
 JU3409.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3409
 JU3409. The following values were computed from the NAD 83(1991) position.
 JU3409
 JU3409;                    North         East     Units Scale Factor Converg.
 JU3409;SPC DE       -   156,154.088   185,057.301   MT  0.99999775   -0 06 36.5
 JU3409;SPC DE       -   512,315.54    607,142.16   sFT  0.99999775   -0 06 36.5
 JU3409;SPC NJ       -    64,197.536    56,114.390   MT  1.00000849   -0 41 31.6
 JU3409;SPC NJ       -   210,621.42    184,101.96   sFT  1.00000849   -0 41 31.6
 JU3409;UTM  18      - 4,362,059.190   449,190.515   MT  0.99963178   -0 22 28.8
 JU3409
 JU3409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4919062059(NAD 83)
 JU3409
 JU3409                          SUPERSEDED SURVEY CONTROL
 JU3409
 JU3409  NAD 83(1986)-  39 24 23.55977(N)    075 35 24.58820(W) AD(       ) 3
 JU3409  NAD 27      -  39 24 23.15000(N)    075 35 25.85200(W) AD(       ) 3
 JU3409
 JU3409.Superseded values are not recommended for survey control.
 JU3409
 JU3409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3409.See file dsdata.pdf to determine how the superseded data were derived.
 JU3409
 JU3409_MARKER: 14 = NAVIGATION LIGHT
 JU3409_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3409
 JU3409  HISTORY     - Date     Condition        Report By
 JU3409  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3409  HISTORY     - 1946     GOOD             CGS
 JU3409  HISTORY     - 1959     GOOD             CGS
 JU3409  HISTORY     - 1984     GOOD             NOS
 JU3409  HISTORY     - 20070929 GOOD             GEOCAC
 JU3409
 JU3409                          STATION DESCRIPTION
 JU3409
 JU3409'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3409'STATION NOT DESCRIBED.  STATION RECOVERED IN GOOD CONDITION.  LOCAL
 JU3409'INFORMATION LEADS TO THE CONCLUSION THAT IT HAS NOT BEEN MOVED.
 JU3409
 JU3409                          STATION RECOVERY (1959)
 JU3409
 JU3409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 JU3409'STATION RECOVERED.
 JU3409
 JU3409                          STATION RECOVERY (1984)
 JU3409
 JU3409'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU3409'RECOVERED AS DESCRIBED.  THE LIGHT IS COAST GUARD LL  2195.
 JU3409
 JU3409                          STATION RECOVERY (2007)
 JU3409
 JU3409'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 JU3409'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2565 ***********************************************************************
 JU2565  DESIGNATION -  REEDY ISLAND SOUTH DIKE LIGHT
 JU2565  PID         -  JU2565
 JU2565  STATE/COUNTY-  DE/NEW CASTLE
 JU2565  COUNTRY     -  US
 JU2565  USGS QUAD   -  TAYLORS BRIDGE (2016)
 JU2565
 JU2565                         *CURRENT SURVEY CONTROL
 JU2565  ______________________________________________________________________
 JU2565* NAD 83(1991) POSITION- 39 28 04.29944(N) 075 34 28.50761(W)   NO CHECK
 JU2565* NAVD 88 ORTHO HEIGHT -     8.    (meters)       26.    (feet) VERTCON3
 JU2565  ______________________________________________________________________
 JU2565  GEOID HEIGHT    -        -33.644 (meters)                     GEOID18
 JU2565  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 JU2565  HORZ ORDER      -  THIRD
 JU2565
 JU2565.The horizontal coordinates were established by classical geodetic methods
 JU2565.and adjusted by the National Geodetic Survey in January 1992.
 JU2565
 JU2565.No horizontal observational check was made to the station.
 JU2565
 JU2565.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2565
 JU2565.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2565.GEOID18 height accuracy estimate available here.
 JU2565
 JU2565.Click photographs - Photos may exist for this station.
 JU2565
 JU2565.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2565
 JU2565. The following values were computed from the NAD 83(1991) position.
 JU2565
 JU2565;                    North         East     Units Scale Factor Converg.
 JU2565;SPC DE       -   162,958.955   186,410.677   MT  0.99999727   -0 06 01.4
 JU2565;SPC DE       -   534,641.17    611,582.36   sFT  0.99999727   -0 06 01.4
 JU2565;SPC NJ       -    70,988.359    57,536.872   MT  1.00000523   -0 40 59.2
 JU2565;SPC NJ       -   232,900.97    188,768.89   sFT  1.00000523   -0 40 59.2
 JU2565;UTM  18      - 4,368,855.240   450,574.805   MT  0.99963008   -0 21 54.9
 JU2565
 JU2565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2565!SPC DE       -   1.00000405  x   0.99999727  =   1.00000132
 JU2565!SPC NJ       -   1.00000405  x   1.00000523  =   1.00000928
 JU2565!UTM  18      -   1.00000405  x   0.99963008  =   0.99963413
 JU2565
 JU2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5057468855(NAD 83)
 JU2565
 JU2565                          SUPERSEDED SURVEY CONTROL
 JU2565
 JU2565  NAD 83(1986)-  39 28 04.29093(N)    075 34 28.51585(W) AD(       ) 3
 JU2565  NGVD 29 (06/08/88)    8.     (m)           26.     (f) VERT ANG       
 JU2565
 JU2565.Superseded values are not recommended for survey control.
 JU2565
 JU2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2565.See file dsdata.pdf to determine how the superseded data were derived.
 JU2565
 JU2565_MARKER: 14 = NAVIGATION LIGHT
 JU2565_MARK LOGO: NOS
 JU2565_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2565+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1986
 JU2565
 JU2565  HISTORY     - Date     Condition        Report By
 JU2565  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU2565  HISTORY     - 1984     GOOD             NOS
 JU2565  HISTORY     - 19861016 GOOD             NOS
 JU2565  HISTORY     - 20070929 GOOD             GEOCAC
 JU2565
 JU2565                          STATION DESCRIPTION
 JU2565
 JU2565'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2565'THE STATION, REEDY ISLAND SOUTH DIKE LIGHT, IS THE CENTER
 JU2565'OF THE LIGHT ATOP THE LIGHT STRUCTURE.  IT IS COAST GUARD LL  2188.
 JU2565'
 JU2565'THE STATION IS LOCATED ON THE SOUTH END OF THE REEDY ISLAND
 JU2565'DIKE WHICH EXTENDS SOUTH FROM REEDY ISLAND.
 JU2565'
 JU2565'TO REACH THE STATION FROM THE SOUTH END OF REEDY ISLAND, GO BY
 JU2565'BOAT SOUTH TO THE SOUTH END OF THE DIKE AND THE STATION.
 JU2565
 JU2565                          STATION RECOVERY (1984)
 JU2565
 JU2565'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984
 JU2565'RECOVERED IN GOOD CONDITION.
 JU2565
 JU2565                          STATION RECOVERY (1986)
 JU2565
 JU2565'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986
 JU2565'THE STATION IS LOCATED ON THE S END OF THE REEDY ISLAND DIKE WHICH
 JU2565'EXTENDS S FROM REEDY ISLAND.
 JU2565'TO REACH THE STATION FROM THE S END OF REEDY ISLAND, PROCEED BY BOAT S
 JU2565'TO THE S END OF THE DIKE AND THE STATION.
 JU2565'THE STATION IS THE CENTER OF THE HIGHEST VERTICAL POINT OF A ---FL W
 JU2565'2.5 SEC--- LIGHT ATOP A SKELETON TOWER.  A DIAMOND-SHAPED WHITE
 JU2565'WARNING DAYMARK WITH AN ORANGE REFLECTIVE BORDER STATING---DANGER
 JU2565'SUBMERGED JETTY ON SKELETON TOWER--- IS MOUNTED ON THE SAME STRUCTURE.
 JU2565
 JU2565                          STATION RECOVERY (2007)
 JU2565
 JU2565'RECOVERY NOTE BY GEOCACHING 2007 (WS)
 JU2565'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AH8297 ***********************************************************************
 AH8297  HT_MOD      -  This is a Height Modernization Survey Station.
 AH8297  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH8297  DESIGNATION -  REEDY POINT 1 CORS ARP
 AH8297  CORS_ID     -  RED1
 AH8297  PID         -  AH8297
 AH8297  STATE/COUNTY-  DE/NEW CASTLE
 AH8297  COUNTRY     -  US
 AH8297  USGS QUAD   -  DELAWARE CITY (2016)
 AH8297
 AH8297                         *CURRENT SURVEY CONTROL
 AH8297  ______________________________________________________________________
 AH8297* NAD 83(2011) POSITION- 39 33 41.19623(N) 075 34 11.92373(W)   ADJUSTED
 AH8297* NAD 83(2011) ELLIP HT-   -25.815 (meters)        (04/??/25)   ADJUSTED
 AH8297* NAD 83(2011) EPOCH   -  2010.00
 AH8297* NAVD 88 ORTHO HEIGHT -     7.62  (meters)       25.0   (feet) GPS OBS
 AH8297  ______________________________________________________________________
 AH8297  NAVD 88 orthometric height was determined with an earlier geoid model
 AH8297  GEOID HEIGHT    -        -33.420 (meters)                     GEOID18
 AH8297  NAD 83(2011) X  -  1,227,008.920 (meters)                     COMP
 AH8297  NAD 83(2011) Y  - -4,768,510.104 (meters)                     COMP
 AH8297  NAD 83(2011) Z  -  4,040,548.612 (meters)                     COMP
 AH8297
 AH8297  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH8297  Standards:
 AH8297         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH8297            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH8297  -------------------------------------------------------------------
 AH8297  NETWORK    0.10   0.30           0.05   0.03   0.15     -0.01127200
 AH8297  -------------------------------------------------------------------
 AH8297
 AH8297.The coordinates were established by GPS observations
 AH8297.and adjusted by the National Geodetic Survey in April 2025.
 AH8297
 AH8297.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH8297.been affixed to the stable North American Tectonic Plate. 
 AH8297
 AH8297.The coordinates are valid at the epoch date displayed above
 AH8297.which is a decimal equivalence of Year/Month/Day.
 AH8297
 AH8297.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AH8297.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AH8297.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AH8297.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AH8297.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AH8297.published epoch of 2010.00.
 AH8297
 AH8297.Additional information on MYCS is available at:
 AH8297.https://geodesy.noaa.gov/CORS/index.shtml
 AH8297
 AH8297.The orthometric height was determined by GPS observations and a
 AH8297.high-resolution geoid model using precise GPS observation and
 AH8297.processing techniques.
 AH8297
 AH8297.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8297.GEOID18 height accuracy estimate available here.
 AH8297
 AH8297.The PID for the CORS L1 Phase Center is AJ7954.
 AH8297
 AH8297.Click photographs - Photos may exist for this station.
 AH8297
 AH8297.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH8297
 AH8297.The ellipsoidal height was determined by GPS observations
 AH8297.and is referenced to NAD 83.
 AH8297
 AH8297. The following values were computed from the NAD 83(2011) position.
 AH8297
 AH8297;                    North         East     Units Scale Factor Converg.
 AH8297;SPC DE       -   173,348.246   186,824.779   MT  0.99999714   -0 05 51.5
 AH8297;SPC DE       -   568,726.70    612,940.96   sFT  0.99999714   -0 05 51.5
 AH8297;UTM  18      - 4,379,238.688   451,036.807   MT  0.99962952   -0 21 46.9
 AH8297
 AH8297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8297!SPC DE       -   1.00000405  x   0.99999714  =   1.00000119
 AH8297!UTM  18      -   1.00000405  x   0.99962952  =   0.99963357
 AH8297
 AH8297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5103679238(NAD 83)
 AH8297
 AH8297                          SUPERSEDED SURVEY CONTROL
 AH8297
 AH8297  NAD 83(2011)-  39 33 41.19636(N)    075 34 11.92372(W) AD(2010.00) c
 AH8297  ELLIP H (06/??/19)  -25.816  (m)                       GP(2010.00) c c
 AH8297  NAD 83(2011)-  39 33 41.19616(N)    075 34 11.92370(W) AD(2010.00) c
 AH8297  NAD 83(2011)-  39 33 41.19633(N)    075 34 11.92376(W) AD(2010.00) c
 AH8297  ELLIP H (08/??/11)  -25.816  (m)                       GP(2010.00) c c
 AH8297  NAD 83(2007)-  39 33 41.19644(N)    075 34 11.92458(W) AD(2002.00) c
 AH8297  NAD 83(CORS)-  39 33 41.19644(N)    075 34 11.92458(W) AD(2002.00) c
 AH8297  ELLIP H (03/??/02)  -25.777  (m)                       GP(2002.00) c c
 AH8297  NAD 83(CORS)-  39 33 41.19684(N)    075 34 11.92485(W) AD(1997.00) c
 AH8297  ELLIP H (03/??/99)  -25.766  (m)                       GP(1997.00) c c
 AH8297  NAVD 88 (03/31/00)    7.6    (m)  GEOID99  model used  GPS OBS        
 AH8297
 AH8297.Superseded values are not recommended for survey control.
 AH8297
 AH8297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8297.See file dsdata.pdf to determine how the superseded data were derived.
 AH8297
 AH8297_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH8297_MARK LOGO: NONE
 AH8297_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8297
 AH8297                          STATION DESCRIPTION
 AH8297
 AH8297'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AH8297'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AH8297'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AH8297'AND LOG FILES ACCESSIBLE AT:
 AH8297'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AH8299 ***********************************************************************
 AH8299  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH8299  DESIGNATION -  REEDY POINT 2 CORS ARP
 AH8299  CORS_ID     -  RED2
 AH8299  PID         -  AH8299
 AH8299  STATE/COUNTY-  DE/NEW CASTLE
 AH8299  COUNTRY     -  US
 AH8299  USGS QUAD   -  DELAWARE CITY (2016)
 AH8299
 AH8299                         *CURRENT SURVEY CONTROL
 AH8299  ______________________________________________________________________
 AH8299* NAD 83(2011) POSITION- 39 33 42.03584(N) 075 34 11.82133(W)   ADJUSTED
 AH8299* NAD 83(2011) ELLIP HT-   -26.118 (meters)        (04/??/25)   ADJUSTED
 AH8299* NAD 83(2011) EPOCH   -  2010.00
 AH8299  ______________________________________________________________________
 AH8299  GEOID HEIGHT    -        -33.420 (meters)                     GEOID18
 AH8299  NAD 83(2011) X  -  1,227,007.120 (meters)                     COMP
 AH8299  NAD 83(2011) Y  - -4,768,493.297 (meters)                     COMP
 AH8299  NAD 83(2011) Z  -  4,040,568.382 (meters)                     COMP
 AH8299
 AH8299  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH8299  Standards:
 AH8299         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH8299            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH8299  -------------------------------------------------------------------
 AH8299  NETWORK    0.11   0.32           0.05   0.04   0.16     -0.05098600
 AH8299  -------------------------------------------------------------------
 AH8299
 AH8299.The coordinates were established by GPS observations
 AH8299.and adjusted by the National Geodetic Survey in April 2025.
 AH8299
 AH8299.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH8299.been affixed to the stable North American Tectonic Plate. 
 AH8299
 AH8299.The coordinates are valid at the epoch date displayed above
 AH8299.which is a decimal equivalence of Year/Month/Day.
 AH8299
 AH8299.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 AH8299.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 AH8299.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 AH8299.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 AH8299.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 AH8299.published epoch of 2010.00.
 AH8299
 AH8299.Additional information on MYCS is available at:
 AH8299.https://geodesy.noaa.gov/CORS/index.shtml
 AH8299
 AH8299.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8299.GEOID18 height accuracy estimate available here.
 AH8299
 AH8299.The PID for the CORS L1 Phase Center is CQ6001.
 AH8299
 AH8299.Click photographs - Photos may exist for this station.
 AH8299
 AH8299.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH8299
 AH8299.The ellipsoidal height was determined by GPS observations
 AH8299.and is referenced to NAD 83.
 AH8299
 AH8299. The following values were computed from the NAD 83(2011) position.
 AH8299
 AH8299;                    North         East     Units Scale Factor Converg.
 AH8299;SPC DE       -   173,374.136   186,827.268   MT  0.99999714   -0 05 51.5
 AH8299;SPC DE       -   568,811.64    612,949.13   sFT  0.99999714   -0 05 51.5
 AH8299;UTM  18      - 4,379,264.556   451,039.414   MT  0.99962951   -0 21 46.8
 AH8299
 AH8299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8299!SPC DE       -   1.00000410  x   0.99999714  =   1.00000124
 AH8299!UTM  18      -   1.00000410  x   0.99962951  =   0.99963361
 AH8299
 AH8299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5103979264(NAD 83)
 AH8299
 AH8299                          SUPERSEDED SURVEY CONTROL
 AH8299
 AH8299  NAD 83(2011)-  39 33 42.03593(N)    075 34 11.82143(W) AD(2010.00) c
 AH8299  ELLIP H (06/??/19)  -26.098  (m)                       GP(2010.00) c c
 AH8299  NAD 83(2011)-  39 33 42.03584(N)    075 34 11.82151(W) AD(2010.00) c
 AH8299  ELLIP H (08/??/11)  -26.092  (m)                       GP(2010.00) c c
 AH8299  NAD 83(CORS)-  39 33 42.03657(N)    075 34 11.82207(W) AD(2002.00) c
 AH8299  ELLIP H (05/??/02)  -26.089  (m)                       GP(2002.00) c c
 AH8299  NAD 83(CORS)-  39 33 42.03624(N)    075 34 11.82234(W) AD(2002.00) c
 AH8299  ELLIP H (03/??/02)  -26.099  (m)                       GP(2002.00) c c
 AH8299  NAD 83(CORS)-  39 33 42.03703(N)    075 34 11.82234(W) AD(1997.00) c
 AH8299  ELLIP H (03/??/99)  -26.078  (m)                       GP(1997.00) c c
 AH8299
 AH8299.Superseded values are not recommended for survey control.
 AH8299
 AH8299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8299.See file dsdata.pdf to determine how the superseded data were derived.
 AH8299
 AH8299_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH8299
 AH8299                          STATION DESCRIPTION
 AH8299
 AH8299'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 AH8299'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 AH8299'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 AH8299'AND LOG FILES ACCESSIBLE AT:
 AH8299'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DI7532 ***********************************************************************
 DI7532  HT_MOD      -  This is a Height Modernization Survey Station.
 DI7532  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI7532  DESIGNATION -  REEDY POINT 5 CORS ARP
 DI7532  CORS_ID     -  RED5
 DI7532  PID         -  DI7532
 DI7532  STATE/COUNTY-  DE/NEW CASTLE
 DI7532  COUNTRY     -  US
 DI7532  USGS QUAD   -  DELAWARE CITY (2016)
 DI7532
 DI7532                         *CURRENT SURVEY CONTROL
 DI7532  ______________________________________________________________________
 DI7532* NAD 83(2011) POSITION- 39 33 41.19652(N) 075 34 11.92344(W)   ADJUSTED
 DI7532* NAD 83(2011) ELLIP HT-   -25.625 (meters)        (04/??/25)   ADJUSTED
 DI7532* NAD 83(2011) EPOCH   -  2010.00
 DI7532* NAVD 88 ORTHO HEIGHT -     7.79  (meters)       25.6   (feet) GPS OBS
 DI7532  ______________________________________________________________________
 DI7532  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DI7532  GEOID HEIGHT    -        -33.418 (meters)                     GEOID12B
 DI7532  GEOID HEIGHT    -        -33.420 (meters)                     GEOID18
 DI7532  NAD 83(2011) X  -  1,227,008.962 (meters)                     COMP
 DI7532  NAD 83(2011) Y  - -4,768,510.238 (meters)                     COMP
 DI7532  NAD 83(2011) Z  -  4,040,548.740 (meters)                     COMP
 DI7532
 DI7532  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI7532  Standards:
 DI7532         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI7532            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI7532  -------------------------------------------------------------------
 DI7532  NETWORK    0.17   0.15           0.03   0.08   0.08     -0.50178800
 DI7532  -------------------------------------------------------------------
 DI7532
 DI7532.The coordinates were established by GPS observations
 DI7532.and adjusted by the National Geodetic Survey in April 2025.
 DI7532
 DI7532.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI7532.been affixed to the stable North American Tectonic Plate. 
 DI7532
 DI7532.The coordinates are valid at the epoch date displayed above
 DI7532.which is a decimal equivalence of Year/Month/Day.
 DI7532
 DI7532.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DI7532.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DI7532.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DI7532.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DI7532.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DI7532.published epoch of 2010.00.
 DI7532
 DI7532.Additional information on MYCS is available at:
 DI7532.https://geodesy.noaa.gov/CORS/index.shtml
 DI7532
 DI7532.The orthometric height was determined by GPS observations and a
 DI7532.high-resolution geoid model using precise GPS observation and
 DI7532.processing techniques.
 DI7532
 DI7532.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI7532.GEOID18 height accuracy estimate available here.
 DI7532
 DI7532.The PID for the CORS L1 Phase Center is DI7533.
 DI7532
 DI7532.Click photographs - Photos may exist for this station.
 DI7532
 DI7532.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI7532
 DI7532.The ellipsoidal height was determined by GPS observations
 DI7532.and is referenced to NAD 83.
 DI7532
 DI7532. The following values were computed from the NAD 83(2011) position.
 DI7532
 DI7532;                    North         East     Units Scale Factor Converg.
 DI7532;SPC DE       -   173,348.255   186,824.786   MT  0.99999714   -0 05 51.5
 DI7532;SPC DE       -   568,726.73    612,940.99   sFT  0.99999714   -0 05 51.5
 DI7532;UTM  18      - 4,379,238.697   451,036.814   MT  0.99962952   -0 21 46.9
 DI7532
 DI7532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI7532!SPC DE       -   1.00000402  x   0.99999714  =   1.00000116
 DI7532!UTM  18      -   1.00000402  x   0.99962952  =   0.99963354
 DI7532
 DI7532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5103679238(NAD 83)
 DI7532
 DI7532                          SUPERSEDED SURVEY CONTROL
 DI7532
 DI7532  NAD 83(2011)-  39 33 41.19650(N)    075 34 11.92346(W) AD(2010.00) c
 DI7532  ELLIP H (06/??/19)  -25.624  (m)                       GP(2010.00) c c
 DI7532  NAD 83(2011)-  39 33 41.19647(N)    075 34 11.92342(W) AD(2010.00) c
 DI7532  ELLIP H (08/??/11)  -25.622  (m)                       GP(2010.00) c c
 DI7532  NAD 83(CORS)-  39 33 41.19685(N)    075 34 11.92401(W) AD(2002.00) c
 DI7532  ELLIP H (06/??/07)  -25.623  (m)                       GP(2002.00) c c
 DI7532
 DI7532.Superseded values are not recommended for survey control.
 DI7532
 DI7532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7532.See file dsdata.pdf to determine how the superseded data were derived.
 DI7532
 DI7532_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI7532
 DI7532                          STATION DESCRIPTION
 DI7532
 DI7532'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DI7532'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DI7532'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DI7532'AND LOG FILES ACCESSIBLE AT:
 DI7532'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DI7534 ***********************************************************************
 DI7534  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI7534  DESIGNATION -  REEDY POINT 6 CORS ARP
 DI7534  CORS_ID     -  RED6
 DI7534  PID         -  DI7534
 DI7534  STATE/COUNTY-  DE/NEW CASTLE
 DI7534  COUNTRY     -  US
 DI7534  USGS QUAD   -  DELAWARE CITY (2016)
 DI7534
 DI7534                         *CURRENT SURVEY CONTROL
 DI7534  ______________________________________________________________________
 DI7534* NAD 83(2011) POSITION- 39 33 42.03595(N) 075 34 11.82157(W)   ADJUSTED
 DI7534* NAD 83(2011) ELLIP HT-   -25.942 (meters)        (04/??/25)   ADJUSTED
 DI7534* NAD 83(2011) EPOCH   -  2010.00
 DI7534  ______________________________________________________________________
 DI7534  GEOID HEIGHT    -        -33.420 (meters)                     GEOID18
 DI7534  NAD 83(2011) X  -  1,227,007.148 (meters)                     COMP
 DI7534  NAD 83(2011) Y  - -4,768,493.428 (meters)                     COMP
 DI7534  NAD 83(2011) Z  -  4,040,568.497 (meters)                     COMP
 DI7534
 DI7534  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI7534  Standards:
 DI7534         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI7534            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI7534  -------------------------------------------------------------------
 DI7534  NETWORK    0.10   0.27           0.05   0.04   0.14     -0.05795900
 DI7534  -------------------------------------------------------------------
 DI7534
 DI7534.The coordinates were established by GPS observations
 DI7534.and adjusted by the National Geodetic Survey in April 2025.
 DI7534
 DI7534.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI7534.been affixed to the stable North American Tectonic Plate. 
 DI7534
 DI7534.The coordinates are valid at the epoch date displayed above
 DI7534.which is a decimal equivalence of Year/Month/Day.
 DI7534
 DI7534.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DI7534.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DI7534.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DI7534.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DI7534.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DI7534.published epoch of 2010.00.
 DI7534
 DI7534.Additional information on MYCS is available at:
 DI7534.https://geodesy.noaa.gov/CORS/index.shtml
 DI7534
 DI7534.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI7534.GEOID18 height accuracy estimate available here.
 DI7534
 DI7534.The PID for the CORS L1 Phase Center is DI7535.
 DI7534
 DI7534.Click photographs - Photos may exist for this station.
 DI7534
 DI7534.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI7534
 DI7534.The ellipsoidal height was determined by GPS observations
 DI7534.and is referenced to NAD 83.
 DI7534
 DI7534. The following values were computed from the NAD 83(2011) position.
 DI7534
 DI7534;                    North         East     Units Scale Factor Converg.
 DI7534;SPC DE       -   173,374.140   186,827.262   MT  0.99999714   -0 05 51.5
 DI7534;SPC DE       -   568,811.66    612,949.11   sFT  0.99999714   -0 05 51.5
 DI7534;UTM  18      - 4,379,264.560   451,039.408   MT  0.99962951   -0 21 46.8
 DI7534
 DI7534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI7534!SPC DE       -   1.00000407  x   0.99999714  =   1.00000121
 DI7534!UTM  18      -   1.00000407  x   0.99962951  =   0.99963358
 DI7534
 DI7534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5103979264(NAD 83)
 DI7534
 DI7534                          SUPERSEDED SURVEY CONTROL
 DI7534
 DI7534  NAD 83(2011)-  39 33 42.03605(N)    075 34 11.82151(W) AD(2010.00) c
 DI7534  ELLIP H (06/??/19)  -25.940  (m)                       GP(2010.00) c c
 DI7534  NAD 83(2011)-  39 33 42.03605(N)    075 34 11.82143(W) AD(2010.00) c
 DI7534  ELLIP H (08/??/11)  -25.942  (m)                       GP(2010.00) c c
 DI7534  NAD 83(CORS)-  39 33 42.03635(N)    075 34 11.82195(W) AD(2002.00) c
 DI7534  ELLIP H (06/??/07)  -25.937  (m)                       GP(2002.00) c c
 DI7534
 DI7534.Superseded values are not recommended for survey control.
 DI7534
 DI7534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7534.See file dsdata.pdf to determine how the superseded data were derived.
 DI7534
 DI7534_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI7534
 DI7534                          STATION DESCRIPTION
 DI7534
 DI7534'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DI7534'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DI7534'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DI7534'AND LOG FILES ACCESSIBLE AT:
 DI7534'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3784 ***********************************************************************
 JU3784  DESIGNATION -  REEDY RESET
 JU3784  PID         -  JU3784
 JU3784  STATE/COUNTY-  DE/NEW CASTLE
 JU3784  COUNTRY     -  US
 JU3784  USGS QUAD   -  DELAWARE CITY (2016)
 JU3784
 JU3784                         *CURRENT SURVEY CONTROL
 JU3784  ______________________________________________________________________
 JU3784* NAD 83(1991) POSITION- 39 30 02.36852(N) 075 34 08.45940(W)   ADJUSTED
 JU3784* NAVD 88 ORTHO HEIGHT -     2.6   (meters)        9.    (feet) VERTCON3
 JU3784  ______________________________________________________________________
 JU3784  GEOID HEIGHT    -        -33.587 (meters)                     GEOID18
 JU3784  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 JU3784  HORZ ORDER      -  SECOND
 JU3784
 JU3784.The horizontal coordinates were established by classical geodetic methods
 JU3784.and adjusted by the National Geodetic Survey in January 1992.
 JU3784
 JU3784.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3784
 JU3784.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3784.GEOID18 height accuracy estimate available here.
 JU3784
 JU3784.Click photographs - Photos may exist for this station.
 JU3784
 JU3784.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3784
 JU3784. The following values were computed from the NAD 83(1991) position.
 JU3784
 JU3784;                    North         East     Units Scale Factor Converg.
 JU3784;SPC DE       -   166,599.389   186,896.056   MT  0.99999711   -0 05 48.9
 JU3784;SPC DE       -   546,584.83    613,174.81   sFT  0.99999711   -0 05 48.9
 JU3784;SPC NJ       -    74,623.694    58,059.267   MT  1.00000404   -0 40 48.1
 JU3784;SPC NJ       -   244,827.90    190,482.78   sFT  1.00000404   -0 40 48.1
 JU3784;UTM  18      - 4,372,492.054   451,076.828   MT  0.99962947   -0 21 43.0
 JU3784
 JU3784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3784!SPC DE       -   1.00000486  x   0.99999711  =   1.00000197
 JU3784!SPC NJ       -   1.00000486  x   1.00000404  =   1.00000890
 JU3784!UTM  18      -   1.00000486  x   0.99962947  =   0.99963432
 JU3784
 JU3784:                Primary Azimuth Mark                     Grid Az
 JU3784:SPC DE       -  LISTON FRONT                             223 51 09.7
 JU3784:SPC NJ       -  LISTON FRONT                             224 26 08.9
 JU3784:UTM  18      -  LISTON FRONT                             224 07 03.8
 JU3784
 JU3784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5107672492(NAD 83)
 JU3784
 JU3784|---------------------------------------------------------------------|
 JU3784| PID    Reference Object                     Distance      Geod. Az  |
 JU3784|                                                           dddmmss.s |
 JU3784| JU3785 REEDY ISLAND LIGHT                   24.938 METERS 00916     |
 JU3784| CB2916 REEDY RM                             15.758 METERS 18255     |
 JU3784| CB2914 REEDY RM 1                           18.898 METERS 18305     |
 JU3784| JU3406 REEDY ISLAND FRONT RANGE LIGHT      APPROX. 6.1 KM 1860026.4 |
 JU3784| JU3413 REEDY ISLAND JETTY MIDDLE LT        APPROX. 2.0 KM 1921841.0 |
 JU3784| JU3408 LISTON FRONT                        APPROX. 2.8 KM 2234520.8 |
 JU3784| CB2915 REEDY RM 2                           12.497 METERS 29204     |
 JU3784| JU3786 PORT PENN PRESB CHURCH SPIRE        APPROX. 2.0 KM 3364940.3 |
 JU3784|---------------------------------------------------------------------|
 JU3784
 JU3784                          SUPERSEDED SURVEY CONTROL
 JU3784
 JU3784  NAD 83(1986)-  39 30 02.36037(N)    075 34 08.46824(W) AD(       ) 2
 JU3784  NAD 27      -  39 30 01.95200(N)    075 34 09.73300(W) AD(       ) 2
 JU3784  USSD        -  39 30 02.36000(N)    075 34 09.57000(W) AD(       ) 3
 JU3784  NGVD 29 (06/08/88)    2.9    (m)           10.     (f) VERT ANG       
 JU3784
 JU3784.Superseded values are not recommended for survey control.
 JU3784
 JU3784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3784.See file dsdata.pdf to determine how the superseded data were derived.
 JU3784
 JU3784_MARKER: DD = SURVEY DISK
 JU3784_SETTING: 66 = SET IN ROCK OUTCROP
 JU3784_STAMPING: REEDY USE 1911 1933
 JU3784_MARK LOGO: USACE
 JU3784_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3784_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU3784+STABILITY: POSITION/ELEVATION WELL
 JU3784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3784+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1986
 JU3784
 JU3784  HISTORY     - Date     Condition        Report By
 JU3784  HISTORY     - 1933     MONUMENTED       USACE
 JU3784  HISTORY     - 1933     SEE DESCRIPTION  CGS
 JU3784  HISTORY     - 1946     GOOD             CGS
 JU3784  HISTORY     - 1984     GOOD             NOS
 JU3784  HISTORY     - 19861016 GOOD             NOS
 JU3784
 JU3784                          STATION DESCRIPTION
 JU3784
 JU3784'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3784'STATION RECOVERED AS FOLLOWS--THIS STATION IS ON THE S END OF
 JU3784'REEDY ISLAND WHICH IS NOW DIVIDED BY A CHANNEL A SHORT DISTANCE
 JU3784'N OF THE LIGHTHOUSE.  THE STATION IS ON THE TOP OF THE ROCK DIKE
 JU3784'TO THE S OF THE LIGHTHOUSE AND APPROXIMATELY IN LINE WITH THE
 JU3784'AXIS OF THE REEDY ISLAND JETTY TO THE S.  THE MARK IS 63 FEET
 JU3784'S OF TH SW CORNER OF THE PORCH OF THE LIGHTHOUSE.  50.5 FEET W
 JU3784'OF THE SW POST OF THE FOG BELL FRAME.  AND 50 FEET NW OF THE E
 JU3784'WATERS EDGE.  THE STATION WAS RE-MARKED ACCORDING TO NOTE
 JU3784'1A.  THE MARK PROJECTS 6 INCHES.  THE NEW MARK WAS STAMPED
 JU3784'REEDY 1900 1933.
 JU3784'
 JU3784'THERE IS, SSW OF THE STATION, A TRIANGLE WITH A 1/2 INCH HOLE
 JU3784'IN THE CENTER CUT IN ONE OF THE BOULDERS OF THE DIKE.  THIS WAS
 JU3784'EVIDENTLY USED AS AN ECCENTRIC STATION AT SOME TIME.  IT WAS
 JU3784'USED AS A REFERENCE MARK AT THIS OCCUPATION.  IT IS 88.3 FEET
 JU3784'SW OF THE SW POST OF THE FOG BELL FRAME.
 JU3784'
 JU3784'TWO NEW REFERENCE MARKS WERE SET AS FOLLOWS--
 JU3784'
 JU3784'REFERENCE MARK NO.1 SSW OF THE STATION.  97.6 FEET SW OF THE
 JU3784'SW POST OF THE FOG BELL FRAME.  9.3 FEET SSW OF THE OLD
 JU3784'REFERENCE MARK, AND APPROXIMATELY IN LINE WITH THE E SIDE OF THE
 JU3784'JETTY TO THE S.
 JU3784'
 JU3784'REFERENCE MARK NO.2 IS 41 FEET WNW OF THE STATION.  59.6 FEET
 JU3784'SW OF THE SW CORNER OF THE PORCH OF THE LIGHTHOUSE.  83.2 FEET
 JU3784'WNW OF THE SW POST OF THE FOG BELL FRAME AND 40 FEET E OF THE
 JU3784'W WATERS EDGE.
 JU3784'
 JU3784'TO REACH THE STATION, GO TO PORT PENN, DELAWARE, THENCE S ABOUT
 JU3784'0.5 MILE TO THE PARK LANDING.  FROM HERE IT IS NECESSARY TO GO
 JU3784'BY BOAT TO THE ISLAND.  AT THE TIME THIS PARTY WORKED HERE,
 JU3784'MR. FRED HILL, THE LIGHTHOUSE KEEPER, PROVIDED TRANSPORTATION AT
 JU3784'A SIGNAL FROM THE DOCK.  A 37-FOOT STEEL TOWER WAS ERECTED TO
 JU3784'SEE OVER THE LIGHTHOUSE TO THE N.
 JU3784
 JU3784                          STATION RECOVERY (1946)
 JU3784
 JU3784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3784'STATION RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE OF 1933
 JU3784'IS ADEQUATE.  DISTANCES TO REFERENCE MARKS WERE MEASURED AND
 JU3784'FOUND TO BE CORRECT.
 JU3784
 JU3784                          STATION RECOVERY (1984)
 JU3784
 JU3784'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU3784'THE STATION WAS RECOVERED AS DESCRIBED.
 JU3784'
 JU3784'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.73 METERS.
 JU3784
 JU3784                          STATION RECOVERY (1986)
 JU3784
 JU3784'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986
 JU3784'THE STATION IS LOCATED ON THE S END OF REEDY ISLAND WHICH IS NOW
 JU3784'DIVIDED BY A CHANNEL A SHORT DISTANCE N OF THE LIGHTHOUSE.  THE
 JU3784'STATION IS ON THE TOP OF THE ROCK DIKE TO THE S OF THE LIGHTHOUSE AND
 JU3784'APPROXIMATELY IN LINE WITH THE AXIS OF THE REEDY ISLAND JETTY TO THE
 JU3784'S.
 JU3784'TO REACH THE STATION, GO TO PORT PENN, DELAWARE, THENCE S ABOUT 0.5 MI
 JU3784'TO THE PARK LANDING.  FROM HERE IT IS NECESSARY TO PROCEED BY BOAT TO
 JU3784'THE ISLAND.  A 37-FT STEEL TOWER WAS ERECTED TO SEE OVER THE
 JU3784'LIGHTHOUSE TO THE N.
 JU3784'THE STATION IS 15.39 M (50.5 FT) W OF THE SW CORNER OF THE PORCH OF
 JU3784'THE LIGHTHOUSE AND 15.24 M (50.0 FT) NW OF THE E WATERS EDGE.  THE
 JU3784'MARK PROJECTS 6 IN.  THERE IS A TRIANGLE WITH A 1/2 IN HOLE IN THE
 JU3784'CENTER CUT IN ONE OF THE BOULDERS OF THE DIKE SSW OF THE STATION.  IT
 JU3784'IS 26.91 M (88.3 FT) SW OF THE SW POST OF THE FOG BELL FRAME.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2819 ***********************************************************************
 HU2819  CBN         -  This is a Cooperative Base Network Control Station.
 HU2819  DESIGNATION -  REF STA
 HU2819  PID         -  HU2819
 HU2819  STATE/COUNTY-  DE/SUSSEX
 HU2819  COUNTRY     -  US
 HU2819  USGS QUAD   -  CAPE HENLOPEN (2016)
 HU2819
 HU2819                         *CURRENT SURVEY CONTROL
 HU2819  ______________________________________________________________________
 HU2819* NAD 83(2011) POSITION- 38 46 33.57843(N) 075 05 26.01270(W)   ADJUSTED
 HU2819* NAD 83(2011) ELLIP HT-   -20.859 (meters)        (12/20/17)   ADJUSTED
 HU2819* NAD 83(2011) EPOCH   -  2010.00
 HU2819* NAVD 88 ORTHO HEIGHT -    14.776 (meters)       48.48  (feet) ADJUSTED
 HU2819  ______________________________________________________________________
 HU2819  GEOID HEIGHT    -        -35.635 (meters)                     GEOID18
 HU2819  NAD 83(2011) X  -  1,281,037.173 (meters)                     COMP
 HU2819  NAD 83(2011) Y  - -4,811,301.052 (meters)                     COMP
 HU2819  NAD 83(2011) Z  -  3,972,947.619 (meters)                     COMP
 HU2819  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 HU2819  DYNAMIC HEIGHT  -         14.767 (meters)       48.45  (feet) COMP
 HU2819  MODELED GRAVITY -    980,039.9   (mgal)                       NAVD 88
 HU2819
 HU2819  VERT ORDER      -  FIRST     CLASS II
 HU2819
 HU2819  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2819  Standards:
 HU2819         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2819            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2819  -------------------------------------------------------------------
 HU2819  NETWORK    1.18   1.14           0.52   0.43   0.58     -0.17014315
 HU2819  -------------------------------------------------------------------
 HU2819  Click here for local accuracies and other accuracy information.
 HU2819
 HU2819.This is a reference station for the CAPE HENLOPEN 1
 HU2819.National Continuously Operating Reference Station (CHL1).
 HU2819
 HU2819.The horizontal coordinates were established by GPS observations
 HU2819.and adjusted by the MASER CONSULTING in December 2017.
 HU2819
 HU2819.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2819.been affixed to the stable North American tectonic plate. See 
 HU2819.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2819
 HU2819.The horizontal coordinates are valid at the epoch date displayed above
 HU2819.which is a decimal equivalence of Year/Month/Day.
 HU2819
 HU2819.The orthometric height was determined by differential leveling and
 HU2819.adjusted by the NATIONAL GEODETIC SURVEY
 HU2819.in July 2002.
 HU2819
 HU2819.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2819.GEOID18 height accuracy estimate available here.
 HU2819
 HU2819.Click photographs - Photos may exist for this station.
 HU2819
 HU2819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2819
 HU2819.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2819
 HU2819.The ellipsoidal height was determined by GPS observations
 HU2819.and is referenced to NAD 83.
 HU2819
 HU2819.The dynamic height is computed by dividing the NAVD 88
 HU2819.geopotential number by the normal gravity value computed on the
 HU2819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU2819.degrees latitude (g = 980.6199 gals.).
 HU2819
 HU2819.The modeled gravity was interpolated from observed gravity values.
 HU2819
 HU2819. The following values were computed from the NAD 83(2011) position.
 HU2819
 HU2819;                    North         East     Units Scale Factor Converg.
 HU2819;SPC DE       -    86,188.387   228,338.276   MT  1.00000488   +0 12 15.2
 HU2819;SPC DE       -   282,769.73    749,139.83   sFT  1.00000488   +0 12 15.2
 HU2819;UTM  18      - 4,291,922.769   492,133.664   MT  0.99960076   -0 03 24.2
 HU2819
 HU2819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2819!SPC DE       -   1.00000327  x   1.00000488  =   1.00000815
 HU2819!UTM  18      -   1.00000327  x   0.99960076  =   0.99960403
 HU2819
 HU2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9213391922(NAD 83)
 HU2819
 HU2819|---------------------------------------------------------------------|
 HU2819| PID    Reference Object                     Distance      Geod. Az  |
 HU2819|                                                           dddmmss.s |
 HU2819| AB6285 CAPE HENLOPEN 1 CORS L1 PHASE CENTE 264.643 METERS 07045     |
 HU2819|---------------------------------------------------------------------|
 HU2819
 HU2819                          SUPERSEDED SURVEY CONTROL
 HU2819
 HU2819  NAD 83(2011)-  38 46 33.57852(N)    075 05 26.01205(W) AD(2010.00) 0
 HU2819  ELLIP H (06/27/12)  -20.811  (m)                       GP(2010.00)    
 HU2819  NAD 83(2007)-  38 46 33.57872(N)    075 05 26.01325(W) AD(2002.00) 0
 HU2819  ELLIP H (02/10/07)  -20.815  (m)                       GP(2002.00)    
 HU2819  ELLIP H (08/09/02)  -20.814  (m)                       GP(       ) 3 2
 HU2819  NAD 83(1991)-  38 46 33.57907(N)    075 05 26.01351(W) AD(1996.00) B
 HU2819  ELLIP H (08/13/96)  -20.818  (m)                       GP(1996.00) 2 1
 HU2819  NAD 83(1991)-  38 46 33.57890(N)    075 05 26.01258(W) AD(       ) B
 HU2819  ELLIP H (04/04/94)  -20.930  (m)                       GP(       ) 3 1
 HU2819  NAD 83(1991)-  38 46 33.57890(N)    075 05 26.01259(W) AD(       ) B
 HU2819  ELLIP H (12/31/92)  -20.922  (m)                       GP(       ) 4 1
 HU2819  NAVD 88              14.78   (m)           48.5    (f) LEVELING    3  
 HU2819  NAVD 88 (04/04/94)   14.8    (m)  GEOID93  model used  GPS OBS        
 HU2819  NAVD 88 (12/31/92)   14.5    (m)  GEOID90  model used  GPS OBS        
 HU2819
 HU2819.Superseded values are not recommended for survey control.
 HU2819
 HU2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2819.See file dsdata.pdf to determine how the superseded data were derived.
 HU2819
 HU2819_MARKER: F = FLANGE-ENCASED ROD
 HU2819_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HU2819_STAMPING: REF STA USCG 1992
 HU2819_MARK LOGO: USCG
 HU2819_PROJECTION: FLUSH
 HU2819_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU2819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2819+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2013
 HU2819_ROD/PIPE-DEPTH: 23.7 meters
 HU2819_SLEEVE-DEPTH  : 0.9 meters
 HU2819
 HU2819  HISTORY     - Date     Condition        Report By
 HU2819  HISTORY     - 1992     MONUMENTED       NGS
 HU2819  HISTORY     - 19951010 GOOD             NGS
 HU2819  HISTORY     - 20080917 GOOD             GEOCAC
 HU2819  HISTORY     - 20120210 GOOD             DELCOS
 HU2819  HISTORY     - 20131009 GOOD             DELCOS
 HU2819
 HU2819                          STATION DESCRIPTION
 HU2819
 HU2819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 HU2819'STATION IS LOCATED ABOUT 5.3 KM (3.29 MI) EAST-SOUTHEAST OF THE
 HU2819'JUNCTION OF STATE ROUTE 1 AND U.S.HIGHWAY 9 AT CAPE HENLOPEN, 1.45 KM
 HU2819'(0.90 MI) SOUTHEAST OF THE CAPE-MAY-LEWES FERRY TERMINAL, 6.45 KM
 HU2819'(4.01 MI) NORTH OF REHOBETH BEACH DELAWARE, 48.3 KM (30.01 MI)
 HU2819'NORTHEAST OF SALSBURY MARYLAND, IN THE CAPE HENLOPEN STATE PARK ON THE
 HU2819'NORTH SIDE OF A PARK ROAD AND ABOUT 219.5 M (720.14 FT) SOUTHEAST OF
 HU2819'A ROAD TO A CONCRETE OBSERVATION TOWER.  OWNERSHIP--U.S.GOVERNMENT,
 HU2819'U.S. DEPARTMENT OF INTERIOR.  NOTIFY PAT COOPER (ASST.PARK MNGR.) AT
 HU2819'PARK OFFICE, TELEPHONE 302-856-5339.   NOTE-A LINE OF SIGHT TO USCG
 HU2819'RADIO BEACON SITE HAS BEEN CLEARED BY RECON PARTY AND MUST BE
 HU2819'MAINTAINED WHEN ESTABLISHING STATION.
 HU2819'TO REACH THE STATION FROM THE ENTRANCE GATE TO THE CAPE-MAY-LEWES
 HU2819'FERRY TERMINAL, LOCATED ABOUT 5.3 KM (3.29 MI) EAST-SOUTHEAST OF THE
 HU2819'JUNCTION OF STATE ROUTE 1 AND U.S. HIGHWAY 9 AT CAPE HENLOPEN, GO
 HU2819'EAST-SOUTHEAST ON U.S. HIGHWAY 9 FOR 1.45 KM (0.90 MI) TO ENTRANCE TO
 HU2819'THE CAPE HENLOPEN STATE PARK.  TAKE RIGHT FORK ,SOUTHERLY, ON
 HU2819'CONCRETE ROAD FOR 0.16 KM (0.10 MI) TO A ROAD ON THE RIGHT TO THE
 HU2819'PARK OFFICE. CONTINUE SOUTHERLY ON CONCRETE ROAD FOR 0.4 KM
 HU2819'(0.25 MI) TO A FORK. TAKE LEFT FORK, EASTERLY, ON THE CONCRETE ROAD
 HU2819'FOR 0.64 KM (0.40 MI) TO A LOCKED GATE ON THE LEFT AND A ROAD RIGHT
 HU2819'TO A CONCRETE OBSERVATION TOWER.  CONTINUE EASTERLY ON CONCRETE ROAD
 HU2819'FOR 222 M (728.34 FT) AND THE STATION SITE ON THE LEFT AT A
 HU2819'FIBERGLASS WITNESS POST.
 HU2819'STATION SITE IS 9.3 M (30.51 FT) NORTH FROM THE CENTER OF THE ROAD, 4
 HU2819'M (13.12 FT) WEST-SOUTHWEST FROM A SNOW FENCELINE, 90.79 M
 HU2819'(297.87 FT) WEST FROM THE CENTER OF A ROAD LEADING NORTH THROUGH A
 HU2819'GATE TO THE USCG RADIO BEACON SITE LLNR NUMBER 185, 219.5 M
 HU2819'(720.14 FT) SOUTHEAST FROM THE CENTER OF A SAND ROAD TO A OBSERVATION
 HU2819'TOWER AND 0.31 M (1.02 FT) WEST OF A FIBERGLASS WITNESS POST, AT A
 HU2819'FLAGGED RAILROAD SPIKE.
 HU2819
 HU2819                          STATION RECOVERY (1995)
 HU2819
 HU2819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (ALG)
 HU2819'RECOVERED AS DESCRIBED.
 HU2819
 HU2819                          STATION RECOVERY (2008)
 HU2819
 HU2819'RECOVERY NOTE BY GEOCACHING 2008 (EK)
 HU2819'RECOVERED IN GOOD CONDITION.
 HU2819
 HU2819                          STATION RECOVERY (2012)
 HU2819
 HU2819'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU2819'RECOVERED IN GOOD CONDITION.
 HU2819
 HU2819                          STATION RECOVERY (2013)
 HU2819
 HU2819'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 HU2819'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3398 ***********************************************************************
 JU3398  DESIGNATION -  REFUGE
 JU3398  PID         -  JU3398
 JU3398  STATE/COUNTY-  DE/KENT
 JU3398  COUNTRY     -  US
 JU3398  USGS QUAD   -  BOMBAY HOOK ISLAND (2016)
 JU3398
 JU3398                         *CURRENT SURVEY CONTROL
 JU3398  ______________________________________________________________________
 JU3398* NAD 83(1991) POSITION- 39 15 59.74225(N) 075 24 40.18346(W)   ADJUSTED
 JU3398* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 JU3398  ______________________________________________________________________
 JU3398  GEOID HEIGHT    -        -34.136 (meters)                     GEOID18
 JU3398  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 JU3398  HORZ ORDER      -  THIRD
 JU3398
 JU3398.The horizontal coordinates were established by classical geodetic methods
 JU3398.and adjusted by the National Geodetic Survey in January 1992.
 JU3398
 JU3398.The orthometric height was scaled from a topographic map.
 JU3398
 JU3398.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3398.GEOID18 height accuracy estimate available here.
 JU3398
 JU3398.Click photographs - Photos may exist for this station.
 JU3398
 JU3398.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3398
 JU3398. The following values were computed from the NAD 83(1991) position.
 JU3398
 JU3398;                    North         East     Units Scale Factor Converg.
 JU3398;SPC DE       -   140,602.136   200,475.046   MT  0.99999500   +0 00 12.5
 JU3398;SPC DE       -   461,292.17    657,725.21   sFT  0.99999500   +0 00 12.5
 JU3398;SPC NJ       -    48,490.083    71,373.556   MT  0.99997609   -0 34 36.2
 JU3398;SPC NJ       -   159,087.88    234,164.74   sFT  0.99997609   -0 34 36.2
 JU3398;UTM  18      - 4,346,442.154   464,530.686   MT  0.99961549   -0 15 36.9
 JU3398
 JU3398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3398!SPC DE       -   1.00000524  x   0.99999500  =   1.00000024
 JU3398!SPC NJ       -   1.00000524  x   0.99997609  =   0.99998133
 JU3398!UTM  18      -   1.00000524  x   0.99961549  =   0.99962073
 JU3398
 JU3398:                Primary Azimuth Mark                     Grid Az
 JU3398:SPC DE       -  SHIP JOHN SHOAL LIGHT                    034 42 04.1
 JU3398:SPC NJ       -  SHIP JOHN SHOAL LIGHT                    035 16 52.8
 JU3398:UTM  18      -  SHIP JOHN SHOAL LIGHT                    034 57 53.5
 JU3398
 JU3398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6453046442(NAD 83)
 JU3398
 JU3398|---------------------------------------------------------------------|
 JU3398| PID    Reference Object                     Distance      Geod. Az  |
 JU3398|                                                           dddmmss.s |
 JU3398| CB2917 REFUGE RM 1                           5.995 METERS 01027     |
 JU3398| JU3396 SHIP JOHN SHOAL LIGHT               APPROX. 5.2 KM 0344216.6 |
 JU3398| CB2918 REFUGE RM 2                           5.732 METERS 12720     |
 JU3398|---------------------------------------------------------------------|
 JU3398
 JU3398                          SUPERSEDED SURVEY CONTROL
 JU3398
 JU3398  NAD 83(1986)-  39 15 59.73410(N)    075 24 40.19209(W) AD(       ) 3
 JU3398  NAD 27      -  39 15 59.32900(N)    075 24 41.48100(W) AD(       ) 3
 JU3398
 JU3398.Superseded values are not recommended for survey control.
 JU3398
 JU3398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3398.See file dsdata.pdf to determine how the superseded data were derived.
 JU3398
 JU3398_MARKER: DS = TRIANGULATION STATION DISK
 JU3398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3398_STAMPING: REFUGE 1946
 JU3398_MARK LOGO: CGS
 JU3398_PROJECTION: PROJECTING 20 CENTIMETERS
 JU3398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3398+STABILITY: SURFACE MOTION
 JU3398
 JU3398  HISTORY     - Date     Condition        Report By
 JU3398  HISTORY     - 1946     MONUMENTED       CGS
 JU3398  HISTORY     - 1969     MARK NOT FOUND   CGS
 JU3398
 JU3398                          STATION DESCRIPTION
 JU3398
 JU3398'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3398'STATION IS LOCATED ON THE W SIDE OF DELAWARE BAY, ON NATIONAL
 JU3398'WILDLIFE REFUGE 15 MILES SE OF SMYRNA.  IT IS 0.2 MILE S OF MOUTH
 JU3398'OF HAY DITCH AND 1.5 MILES N OF MOUTH OF LEIPSIC RIVER.
 JU3398'
 JU3398'STATION MARK IS A BRONZE STATION DISK, STAMPED REFUGE 1946, SET
 JU3398'IN THE TOP OF AN 8-INCH-DIAMETER CONCRETE CYLINDER AND PROJECTS
 JU3398'8 INCHES ABOVE GROUND.  IT IS LOCATED IN THE CENTER OF A SMALL
 JU3398'CLUMP OF BUSHES, 28.0 METERS INSHORE FROM MEAN HIGH WATER, 3
 JU3398'FEET ABOVE MEAN HIGH WATER, AND 30.0 METERS S OF A LARGE
 JU3398'SEMICIRCULAR CLUMP OF BUSHES.
 JU3398'
 JU3398'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED REFUGE
 JU3398'1946 R M NO 1, AND SET IN THE TOP OF AN 8-INCH-DIAMETER CONCRETE
 JU3398'CYLINDER FLUSH WITH THE GROUND.  IT IS 59.95 FEET NE OF THE
 JU3398'STATION.
 JU3398'
 JU3398'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED REFUGE 1946
 JU3398'R M NO 2, AND SET IN THE TOP OF AN 8-INCH-DIAMETER CONCRETE
 JU3398'CYLINDER PROJECTING 6 INCHES ABOVE GROUND.  IT IS 57.32 FEET SE
 JU3398'OF THE STATION.
 JU3398
 JU3398                          STATION RECOVERY (1969)
 JU3398
 JU3398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 JU3398'LOST.  THERE WERE NO MARKS FOUND AFTER A THOROUGH SEARCH.  THE
 JU3398'SHORE HAS ERODED BADLY AND SOME OF THE MARKS MAY BE COVERED BY SAND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1371 ***********************************************************************
 HU1371  DESIGNATION -  REHOBOTH
 HU1371  PID         -  HU1371
 HU1371  STATE/COUNTY-  DE/SUSSEX
 HU1371  COUNTRY     -  US
 HU1371  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU1371
 HU1371                         *CURRENT SURVEY CONTROL
 HU1371  ______________________________________________________________________
 HU1371* NAD 83(1991) POSITION- 38 43 00.83182(N) 075 04 56.40283(W)   ADJUSTED
 HU1371* NAVD 88 ORTHO HEIGHT -     4.    (meters)       13.    (feet) SCALED
 HU1371  ______________________________________________________________________
 HU1371  GEOID HEIGHT    -        -35.675 (meters)                     GEOID18
 HU1371  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 HU1371  HORZ ORDER      -  FIRST
 HU1371
 HU1371.The horizontal coordinates were established by classical geodetic methods
 HU1371.and adjusted by the National Geodetic Survey in January 1992.
 HU1371
 HU1371.The orthometric height was scaled from a topographic map.
 HU1371
 HU1371.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1371.GEOID18 height accuracy estimate available here.
 HU1371
 HU1371.Click photographs - Photos may exist for this station.
 HU1371
 HU1371.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1371
 HU1371. The following values were computed from the NAD 83(1991) position.
 HU1371
 HU1371;                    North         East     Units Scale Factor Converg.
 HU1371;SPC DE       -    79,630.659   229,076.975   MT  1.00000541   +0 12 32.8
 HU1371;SPC DE       -   261,254.92    751,563.38   sFT  1.00000541   +0 12 32.8
 HU1371;UTM  18      - 4,285,364.400   492,842.220   MT  0.99960063   -0 03 05.4
 HU1371
 HU1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1371!SPC DE       -   1.00000501  x   1.00000541  =   1.00001042
 HU1371!UTM  18      -   1.00000501  x   0.99960063  =   0.99960564
 HU1371
 HU1371:                Primary Azimuth Mark                     Grid Az
 HU1371:SPC DE       -  REHOBOTH RM 1                            274 53 41.9
 HU1371:UTM  18      -  REHOBOTH RM 1                            275 09 20.1
 HU1371
 HU1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9284285364(NAD 83)
 HU1371
 HU1371|---------------------------------------------------------------------|
 HU1371| PID    Reference Object                     Distance      Geod. Az  |
 HU1371|                                                           dddmmss.s |
 HU1371| HU0121 REHOBOTH RM 3                        46.177 METERS 05629     |
 HU1371| DC8339 REHOBOTH RM 1                                      2750614.7 |
 HU1371| HU0125 REHOBOTH RM 2 RESET                  45.476 METERS 32155     |
 HU1371|---------------------------------------------------------------------|
 HU1371
 HU1371                          SUPERSEDED SURVEY CONTROL
 HU1371
 HU1371  NAD 83(1986)-  38 43 00.81742(N)    075 04 56.41313(W) AD(       ) 1
 HU1371  NAD 27      -  38 43 00.41300(N)    075 04 57.76400(W) AD(       ) 1
 HU1371
 HU1371.Superseded values are not recommended for survey control.
 HU1371
 HU1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1371.See file dsdata.pdf to determine how the superseded data were derived.
 HU1371
 HU1371_MARKER: DS = TRIANGULATION STATION DISK
 HU1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1371_STAMPING: REHOBOTH 1932
 HU1371_MARK LOGO: CGS
 HU1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1371+STABILITY: SURFACE MOTION
 HU1371
 HU1371  HISTORY     - Date     Condition        Report By
 HU1371  HISTORY     - 1932     MONUMENTED       CGS
 HU1371  HISTORY     - 1938     GOOD             CGS
 HU1371  HISTORY     - 1941     SEE DESCRIPTION  CGS
 HU1371  HISTORY     - 1943     SEE DESCRIPTION  CGS
 HU1371
 HU1371                          STATION DESCRIPTION
 HU1371
 HU1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 HU1371'LOCATED ON TOWN PROPERTY, IN REHOBOTH, DELAWARE.  ABOUT 100
 HU1371'YARDS NE OF A BRICK SCHOOLHOUSE.  NW OF THE INTERSECTION OF
 HU1371'SECOND STREET AND BALTIMORE AVENUE.  39.8 FEET W OF W EDGE
 HU1371'OF CONCRETE BASE TO WATER STANDPIPE.  73.0 FEET E OF BRICK
 HU1371'PUMP HOUSE.  ABOUT 2-1/2 FEET S OF PROPERTY LINE FENCE.
 HU1371'
 HU1371'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 HU1371'DISKS SET IN CONCRETE.
 HU1371'
 HU1371'REFERENCE MARK NO. 1 IS ABOUT 0.25 MILE E OF STATION.  AT E
 HU1371'END OF BALTIMORE AVENUE.  1 FOOT N OF SIDEWALK ON THE N SIDE
 HU1371'OF THE STREET.  11 METERS W OF W SIDE OF BOARDWALK.
 HU1371'
 HU1371'REFERENCE MARK NO. 2 IS 149.2 FEET SE OF STATION.  ABOUT
 HU1371'8 METERS E OF CENTER LINE OF SECOND STREET.
 HU1371'
 HU1371'REFERENCE MARK NO. 3 IS 151.5 FEET SW OF STATION.  55.8 FEET
 HU1371'S OF SW CORNER OF BRICK PUMP HOUSE.
 HU1371'
 HU1371'HEIGHT OF SIGNAL ABOVE STATION MARK - 38 METERS.
 HU1371
 HU1371                          STATION RECOVERY (1938)
 HU1371
 HU1371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (WHJ)
 HU1371'REFERENCE MARK NO. 2 HAS BEEN RE-ESTABLISHED ON THE SAME
 HU1371'AZIMUTH BUT AT A DISTANCE OF 151.725 FEET FROM THE
 HU1371'STATION.  THIS NEW MARK IS WELL ANCHORED IN A CONCRETE POST 12
 HU1371'INCHES SQUARE BY 3 FEET 6 INCHES DEEP AND IS LOCATED IN THE
 HU1371'REAR LAWN OF THE NEW POST OFFICE.  IT IS FURTHER PROTECTED BY
 HU1371'A MARGINAL CURB LAID ALONG THE INSIDE OF THE SIDEWALK.
 HU1371'
 HU1371'THE ABOVE DESCRIPTION WAS RECEIVED IN A LETTER DATED APRIL
 HU1371'6, 1938 FROM WILLARD H. JOHNSON, CITY MANAGER, CITY OF
 HU1371'REHOBOTH BEACH, DELAWARE.
 HU1371'
 HU1371'REFERENCE MARK NO. 2 DISK WAS RECEIVED AT THE OFFICE 4/7/38.
 HU1371
 HU1371                          STATION RECOVERY (1941)
 HU1371
 HU1371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 HU1371'REPORT BY MR. RITTENHOUSE, REHOBOTH BEACH, DELAWARE--
 HU1371'
 HU1371'THE TRIANGULATION STATION ABOUT 22 FEET WEST OF THE OLD
 HU1371'WATER TOWER HAS BEEN DESTROYED DURING THE CONSTRUCTION OF A
 HU1371'NEW WATER TOWER NEARBY.  THE REFERENCE MARKS ARE STILL IN PLACE.
 HU1371
 HU1371                          STATION RECOVERY (1943)
 HU1371
 HU1371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1371'THE STATION MARK WAS DESTROYED IN 1941.  THE 3 REFERENCE MARKS
 HU1371'WERE RECOVERED AS DESCRIBED.  A 1/2-INCH PIPE FLUSH WITH THE
 HU1371'GROUND NOW MARKS THE POSITION OF THE STATION WITHIN ABOUT 0.05
 HU1371'FOOT.  THERE IS A HOUSE ON RANGE BETWEEN R.M. 2 AND
 HU1371'R.M. 3.  PIPE TO R.M. 2 IS 151.69 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0122 ***********************************************************************
 HU0122  DESIGNATION -  REHOBOTH 2
 HU0122  PID         -  HU0122
 HU0122  STATE/COUNTY-  DE/SUSSEX
 HU0122  COUNTRY     -  US
 HU0122  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU0122
 HU0122                         *CURRENT SURVEY CONTROL
 HU0122  ______________________________________________________________________
 HU0122* NAD 83(1991) POSITION- 38 43 01.10796(N) 075 04 56.89324(W)   ADJUSTED
 HU0122* NAVD 88 ORTHO HEIGHT -     5.073 (meters)       16.64  (feet) ADJUSTED
 HU0122  ______________________________________________________________________
 HU0122  GEOID HEIGHT    -        -35.675 (meters)                     GEOID18
 HU0122  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 HU0122  DYNAMIC HEIGHT  -          5.070 (meters)       16.63  (feet) COMP
 HU0122  MODELED GRAVITY -    980,034.4   (mgal)                       NAVD 88
 HU0122
 HU0122  HORZ ORDER      -  SECOND
 HU0122  VERT ORDER      -  SECOND    CLASS 0
 HU0122
 HU0122.The horizontal coordinates were established by classical geodetic methods
 HU0122.and adjusted by the National Geodetic Survey in January 1992.
 HU0122
 HU0122.The orthometric height was determined by differential leveling and
 HU0122.adjusted by the NATIONAL GEODETIC SURVEY
 HU0122.in June 1991.
 HU0122
 HU0122.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0122.GEOID18 height accuracy estimate available here.
 HU0122
 HU0122.Click photographs - Photos may exist for this station.
 HU0122
 HU0122.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU0122
 HU0122.The dynamic height is computed by dividing the NAVD 88
 HU0122.geopotential number by the normal gravity value computed on the
 HU0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0122.degrees latitude (g = 980.6199 gals.).
 HU0122
 HU0122.The modeled gravity was interpolated from observed gravity values.
 HU0122
 HU0122. The following values were computed from the NAD 83(1991) position.
 HU0122
 HU0122;                    North         East     Units Scale Factor Converg.
 HU0122;SPC DE       -    79,639.131   229,065.096   MT  1.00000540   +0 12 32.5
 HU0122;SPC DE       -   261,282.72    751,524.40   sFT  1.00000540   +0 12 32.5
 HU0122;UTM  18      - 4,285,372.923   492,830.385   MT  0.99960063   -0 03 05.7
 HU0122
 HU0122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0122!SPC DE       -   1.00000480  x   1.00000540  =   1.00001020
 HU0122!UTM  18      -   1.00000480  x   0.99960063  =   0.99960543
 HU0122
 HU0122:                Primary Azimuth Mark                     Grid Az
 HU0122:SPC DE       -  MASSEY                                   189 50 21.4
 HU0122:UTM  18      -  MASSEY                                   190 05 59.6
 HU0122
 HU0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9283085372(NAD 83)
 HU0122
 HU0122|---------------------------------------------------------------------|
 HU0122| PID    Reference Object                     Distance      Geod. Az  |
 HU0122|                                                           dddmmss.s |
 HU0122| HU1333 FORT MILES OBSERVATION TWR 6        APPROX. 5.0 KM 0021119.2 |
 HU0122| DC8340 REHOBOTH 2 RM 4                      36.178 METERS 04430     |
 HU0122| HU1373 REHOBOTH BEACH MUNICIPAL TANK        14.207 METERS 09313     |
 HU0122| HU0125 REHOBOTH RM 2 RESET                                12622     |
 HU0122| HU1363 REHOBOTH BEACH OBS TOWER 5          APPROX. 4.1 KM 1663419.5 |
 HU0122| HU1372 INDIAN RIVER CG CUPOLA              APPROX. 9.3 KM 1714114.6 |
 HU0122| HU1382 MASSEY                              APPROX.10.4 KM 1900253.9 |
 HU0122| HU0121 REHOBOTH RM 3                                      20305     |
 HU0122| HU0120 REHOBOTH 2 AZ                                      2504157.5 |
 HU0122| HU1343 LEWES MUNICIPAL WATER TANK          APPROX. 7.7 KM 3223916.0 |
 HU0122| HU1315 FORT MILES OBSERVATION TWR 13       APPROX. 7.7 KM 3345237.2 |
 HU0122| HU1325 LEWES CG LIFE SAVING STA MAST       APPROX. 7.8 KM 3345940.1 |
 HU0122| HU1317 LEWES WEST OIL FACTORY CHIMNEY      APPROX. 7.8 KM 3374335.8 |
 HU0122| HU1321 FORT MILES OBSERVATION TOWER 8      APPROX. 8.0 KM 3521521.3 |
 HU0122| HU1322 FORT MILES OBSERVATION TOWER 7      APPROX. 6.6 KM 3521609.1 |
 HU0122| HU1334 HARBOR OF REFUGE LIGHTHOUSE         APPROX.10.9 KM 3552649.1 |
 HU0122| HU1328 FORT MILES SOUTH RADAR TOWER        APPROX. 6.7 KM 3562055.9 |
 HU0122| HU1329 FORT MILES US NAVY WATER TANK       APPROX. 5.8 KM 3563914.3 |
 HU0122|---------------------------------------------------------------------|
 HU0122
 HU0122                          SUPERSEDED SURVEY CONTROL
 HU0122
 HU0122  NAD 83(1986)-  38 43 01.09256(N)    075 04 56.90384(W) AD(       ) 2
 HU0122  NAD 27      -  38 43 00.69333(N)    075 04 58.25338(W) AD(       ) 2
 HU0122  NGVD 29               5.44   (m)           17.8    (f) LEVELING    3  
 HU0122  NGVD 29 (11/26/84)    5.310  (m)           17.42   (f) ADJUSTED    2 0
 HU0122
 HU0122.Superseded values are not recommended for survey control.
 HU0122
 HU0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0122.See file dsdata.pdf to determine how the superseded data were derived.
 HU0122
 HU0122_MARKER: DS = TRIANGULATION STATION DISK
 HU0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0122_STAMPING: REHOBOTH 2 1962
 HU0122_MARK LOGO: CGS
 HU0122_PROJECTION: FLUSH
 HU0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0122+STABILITY: SURFACE MOTION
 HU0122
 HU0122  HISTORY     - Date     Condition        Report By
 HU0122  HISTORY     - 1962     MONUMENTED       CGS
 HU0122  HISTORY     - 1962     GOOD             CGS
 HU0122  HISTORY     - 1970     GOOD             NGS
 HU0122  HISTORY     - 1972     GOOD             NGS
 HU0122  HISTORY     - 1975     GOOD             NGS
 HU0122  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0122
 HU0122                          STATION DESCRIPTION
 HU0122
 HU0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU0122'THE STATION IS LOCATED AT THE WATER TANK AND STANDPIPE IN
 HU0122'REHOBOTH BEACH, DELAWARE, NORTHWEST OF THE INTERSECTION OF
 HU0122'SECOND STREET AND BALTIMORE AVENUE AND ON PROPERTY OWNED BY
 HU0122'THE CITY OF REHOBOTH BEACH.
 HU0122'
 HU0122'STATION IS A STANDARD DISK SET IN THE TOP OF A 10 X 10 INCH
 HU0122'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE,
 HU0122'STAMPED REHOBOTH 2 1962.  IT IS 61.0 FEET NORTH OF THE
 HU0122'APPROXIMATE CENTERLINE OF A DRIVEWAY.  24.9 FEET WEST OF THE
 HU0122'NORTHWEST LEG OF THE WATER TANK.  23.1 FEET NORTHEAST OF
 HU0122'THE NORTHEAST CORNER OF THE PUMP HOUSE.  22.6 FEET
 HU0122'SOUTH-SOUTHEAST OF A FENCE CORNER.
 HU0122'
 HU0122'REFERENCE MARK 2 IS A STANDARD DISK SET IN THE TOP OF A
 HU0122'12 X 12 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 HU0122'SURFACE, STAMPED REHOBOTH NO 2 1938 1932.  IT IS 24.0 FEET EAST
 HU0122'OF THE APPROXIMATE CENTER OF THE STREET.  14.0 FEET NORTH OF
 HU0122'POWERLINE POLE.  12.0 FEET SOUTH OF THE NORTH END OF
 HU0122'SHRUBBERY.  THIS MARK WAS NOT MEASURED BECAUSE OF TREES AND
 HU0122'SHRUBBERY.
 HU0122'
 HU0122'REFERENCE MARK 3 IS A STANDARD DISK SET IN THE TOP OF A
 HU0122'12 X 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES
 HU0122'ABOVE THE GROUND SURFACE, STAMPED REHOBOTH NO 3 1932.  IT IS
 HU0122'71.3 FEET SOUTHWEST OF POWERLINE POLE 76F.  56.0 FEET
 HU0122'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE PUMP HOUSE.  15.0
 HU0122'FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A TRACK ROAD.  9.1
 HU0122'FEET NORTHEAST OF A 24 INCH WILD CHERRY TREE.
 HU0122'
 HU0122'REFERENCE MARK 4 IS A STANDARD DISK SET IN THE TOP OF A
 HU0122'10 X 10 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 HU0122'SURFACE, STAMPED REHOBOTH 2 NO 4 1962.  IT IS 48.6 FEET
 HU0122'NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF A FENCE.  20.5
 HU0122'FEET WEST OF THE APPROXIMATE CENTER OF ROAD.  6.1 FEET EAST OF
 HU0122'A FENCE LINE.  2.1 FEET SOUTH OF POWERLINE POLE 6.
 HU0122'
 HU0122'REFERENCE MARK 5 IS A STANDARD DISK SET IN THE TOP OF A
 HU0122'10 X 10 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 HU0122'SURFACE, STAMPED REHOBOTH 2 NO 5 1962.  IT IS 42.8 FEET
 HU0122'WEST-NORTHWEST OF POWERLINE POLE 76C.  18.1 FEET WEST OF THE
 HU0122'MAIN WATER MAIN LEADING TO THE STANDPIPE.  12.0 FEET NORTH OF
 HU0122'THE APPROXIMATE CENTER OF THE DRIVEWAY.
 HU0122'
 HU0122'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12 X 12
 HU0122'INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE,
 HU0122'STAMPED REHOBOTH 2 1962.  IT IS 68.0 FEET SOUTH-SOUTHEAST OF
 HU0122'SOUTHEAST CORNER OF WHITE HOUSE.  61.0 FEET EAST OF THE
 HU0122'APPROXIMATE CENTER OF GRAVELED ROAD.  44.6 FEET NORTHWEST OF
 HU0122'POWERLINE POLE 76P.  4.0 FEET SOUTHWEST OF A 6 INCH IRON
 HU0122'PIPE.  3.9 FEET NORTH OF A 6 INCH IRON PIPE.
 HU0122'
 HU0122'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHWEST
 HU0122'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HU0122'
 HU0122'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 HU0122
 HU0122                          STATION RECOVERY (1962)
 HU0122
 HU0122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HU0122'AT REHOBOTH BEACH.
 HU0122'ON CITY PROPERTY, 118.7 FEET SOUTHWEST OF REHOBOTH 2 RM 1, 84.5
 HU0122'FEET NORTHWEST OF REHOBOTH 2 RM 2, 97.5 FEET WEST OF THE WEST CURB
 HU0122'OF SECOND STREET, 23 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 HU0122'BRICK PUMP-HOUSE, 23 FEET WEST OF THE WEST CORNER OF CONCRETE
 HU0122'FOOTING FOR THE NORTHWEST LEG OF THE CITY WATER TOWER.  SET IN A
 HU0122'CONCRETE POST LEVEL WITH THE GROUND.
 HU0122
 HU0122                          STATION RECOVERY (1970)
 HU0122
 HU0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU0122'STATION MARK AND RMS 3,4,AND 5 WERE RECOVERED IN GOOD
 HU0122'CONDITION.  RM 2 AND THE AZIMUTH MARK WERE NOT FOUND.  RM 2
 HU0122'MAY BE INTACT AS THE AREA SEEMS TO HAVE NOT BEEN DISTURBED.  THE
 HU0122'AZIMUTH MARK IS BELIEVED TO BE DESTROYED.  A LARGE BUILDING
 HU0122'HAS BEEN CONSTRUCTED NEAR THE SITE OF THE AZIMUTH MARK.  THE
 HU0122'ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGES--RM
 HU0122'3 IS NOW LOCATED IN THE PARKING LOT.  DELETE REFERENCE TO ROAD
 HU0122'AND WILD CHERRY TREE.
 HU0122'
 HU0122'DELETE REFERENCE TO POWER POLE AT RM 5.
 HU0122'
 HU0122'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU0122'AT REHOBOTH BEACH.
 HU0122
 HU0122                          STATION RECOVERY (1972)
 HU0122
 HU0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HU0122'THE STATION MARK, REFERENCE MARKS 2,3,4 AND 5 WERE ALL RECOVERED
 HU0122'AND FOUND IN GOOD CONDITION AS DESCRIBED IN THE 1962
 HU0122'DESCRIPTION.  REFERENCE MARK 2 WAS REPORTED DESTROYED IN 1970
 HU0122'BUT I FOUND IT IN THE EXACT LOCATION AS DESCRIBED IN THE 1962
 HU0122'DESCRIPTION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 HU0122'IT IS BELIEVED IT IS STILL INTACE UNDER A NEWLY CONSTRUCTED
 HU0122'PARKING LOT WHICH IS WHERE THE AZIMUTH MARK WAS.  THERE IN A
 HU0122'LARGE BUILDING ON LINE TO THE AZIMUTH MARK NOW AND THE
 HU0122'DIRECTION COULD NOT BE CHECKED AT THIS DATE.  DUE TO NEWLY
 HU0122'PLANTED TREES AND SHRUB BUSHES THE DISTANCE TO REFERENCE
 HU0122'MARKS 2 AND 3 COULD NOT BE OBSERVED AT THIS DATE.  A STEEL
 HU0122'TOWER WOULD BE REQUIRED TO SEE THE AZIMUTH MARK IF IT IS
 HU0122'STILL INTACT AND ALSO THE REFERENCE MARKS 2 AND 3.  DUE
 HU0122'TO THE OBSTRUCTIONS NO OBSERVATIONS WERE MADE AT
 HU0122'THIS DATE.
 HU0122'
 HU0122'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU0122'IN REHOBOTH BEACH.
 HU0122
 HU0122                          STATION RECOVERY (1975)
 HU0122
 HU0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 HU0122'STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  IT
 HU0122'IS 20.5 FEET SOUTH OF THE SOUTH WALL OF A NEW MOTEL THAT IS
 HU0122'UNDER CONSTRUCTION.
 HU0122'
 HU0122'REFERENCE MARK NO 2 WAS RECOVERED AND FOUND TO BE IN
 HU0122'GOOD CONDITION.  IT IS 16 FEET NORTH OF THE NORTH EDGE OF A
 HU0122'CONCRETE CURB, 2.7 FEET WEST OF A IRON GUARD RAIL, 1 FOOT EAST
 HU0122'OF THE EAST EDGE OF A CONCRETE SIDEWALK AND 5 INCHES BELOW THE
 HU0122'GROUND LEVEL IN A ROW OF BUSHES.
 HU0122'
 HU0122'REFERENCE MARK NO 3 WAS NOT RECOVERED IT IS NOW UNDER A PILE
 HU0122'OF DIRT DUE TO A BASEMENT BEING DUG AT THIS TIME.
 HU0122'
 HU0122'REFERENCE MARK NO 4 WAS NOT FOUND.  IT APPEARS AS THO THE
 HU0122'STREET HAS BEEN WIDEN AND A NEW CURB BUILT.
 HU0122'
 HU0122'REFERENCE MARK NO 5 WAS RECOVERED AND FOUND TO BE IN GOOD
 HU0122'CONDITION.
 HU0122'
 HU0122'AZIMUTH MARK WAS NOT RECOVERED BY ME.  IT APPEARS AS IT WAS IN
 HU0122'A PAVED PARKING NOW.
 HU0122'
 HU0122'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU0122'IN THE TOWN OF REHOBOTH BEACH.
 HU0122
 HU0122                          STATION RECOVERY (1981)
 HU0122
 HU0122'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0122'NOTE-- THE SCHOOL HAS BEEN TORN DOWN WHEN HALL WAS REBUILT, AND
 HU0122'THE SCHOOL YARD IS NOW A BLACK TOPPED PARKING LOT. NO BASEBALL
 HU0122'BACKSTOP IS THERE ANYMORE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0120 ***********************************************************************
 HU0120  DESIGNATION -  REHOBOTH 2 AZ
 HU0120  PID         -  HU0120
 HU0120  STATE/COUNTY-  DE/SUSSEX
 HU0120  COUNTRY     -  US
 HU0120  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU0120
 HU0120                         *CURRENT SURVEY CONTROL
 HU0120  ______________________________________________________________________
 HU0120* NAD 83(1986) POSITION- 38 43 00.     (N) 075 05 03.     (W)   SCALED
 HU0120* NAVD 88 ORTHO HEIGHT -     5.785 (meters)       18.98  (feet) ADJUSTED
 HU0120  ______________________________________________________________________
 HU0120  GEOID HEIGHT    -        -35.676 (meters)                     GEOID18
 HU0120  DYNAMIC HEIGHT  -          5.781 (meters)       18.97  (feet) COMP
 HU0120  MODELED GRAVITY -    980,034.3   (mgal)                       NAVD 88
 HU0120
 HU0120  VERT ORDER      -  SECOND    CLASS 0
 HU0120
 HU0120.The horizontal coordinates were scaled from a map and have
 HU0120.an estimated accuracy of +/- 6 seconds.
 HU0120
 HU0120.The orthometric height was determined by differential leveling and
 HU0120.adjusted by the NATIONAL GEODETIC SURVEY
 HU0120.in June 1991.
 HU0120
 HU0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0120.GEOID18 height accuracy estimate available here.
 HU0120
 HU0120.Click photographs - Photos may exist for this station.
 HU0120
 HU0120.The dynamic height is computed by dividing the NAVD 88
 HU0120.geopotential number by the normal gravity value computed on the
 HU0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0120.degrees latitude (g = 980.6199 gals.).
 HU0120
 HU0120.The modeled gravity was interpolated from observed gravity values.
 HU0120
 HU0120;                    North         East    Units  Estimated Accuracy
 HU0120;SPC DE       -    79,600.      228,920.      MT  (+/- 180 meters Scaled)
 HU0120
 HU0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH926853(NAD 83)
 HU0120
 HU0120                          SUPERSEDED SURVEY CONTROL
 HU0120
 HU0120  NGVD 29 (11/26/84)    6.022  (m)           19.76   (f) ADJUSTED    2 0
 HU0120
 HU0120.Superseded values are not recommended for survey control.
 HU0120
 HU0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0120.See file dsdata.pdf to determine how the superseded data were derived.
 HU0120
 HU0120_MARKER: DZ = AZIMUTH MARK DISK
 HU0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0120_STAMPING: REHOBOTH 2 1962
 HU0120_MARK LOGO: CGS
 HU0120_PROJECTION: FLUSH
 HU0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0120+STABILITY: SURFACE MOTION
 HU0120
 HU0120  HISTORY     - Date     Condition        Report By
 HU0120  HISTORY     - 1962     MONUMENTED       CGS
 HU0120  HISTORY     - 1982     MARK NOT FOUND   USGS
 HU0120  HISTORY     - 20010218 MARK NOT FOUND   USPSQD
 HU0120
 HU0120                          STATION DESCRIPTION
 HU0120
 HU0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0120'AT REHOBOTH BEACH.
 HU0120'0.1 MILE WEST OF THE CITY WATER TOWER, 174 FEET NORTHWEST OF THE
 HU0120'NORTHWEST CORNER OF THE CITY HALL, 68 FEET SOUTHEAST OF SOUTHEAST
 HU0120'CORNER OF A 1 STORIED WHITE HOUSE, 44.6 FEET NORTHWEST OF POWER
 HU0120'LINE POLE AND 4 FEET SOUTHWEST OF THE NORTHEAST IRON PIPE OF AN
 HU0120'ABANDONED BASEBALL BACKSTOP.  SET IN THE TOP OF A CONCRETE POST
 HU0120'LEVEL WITH THE GROUND.
 HU0120
 HU0120                          STATION RECOVERY (1982)
 HU0120
 HU0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HU0120'MARK NOT FOUND.
 HU0120
 HU0120                          STATION RECOVERY (2001)
 HU0120
 HU0120'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HU0120'STATION NOT FOUND.  STATION WAS REMOVED WHEN REHOBOTH BEACH STANDPIPE
 HU0120'AND MUNICIPAL TANK WERE TORN DOWN IN 1999 AND A NEW 350,000 GALLON
 HU0120'TANK INSTALLED AT SAME LOCATION.  SHOULD BE CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0124 ***********************************************************************
 HU0124  DESIGNATION -  REHOBOTH 2 RM 1
 HU0124  PID         -  HU0124
 HU0124  STATE/COUNTY-  DE/SUSSEX
 HU0124  COUNTRY     -  US
 HU0124  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU0124
 HU0124                         *CURRENT SURVEY CONTROL
 HU0124  ______________________________________________________________________
 HU0124* NAD 83(1986) POSITION- 38 43 00.     (N) 075 04 57.     (W)   SCALED
 HU0124* NAVD 88 ORTHO HEIGHT -     5.503 (meters)       18.05  (feet) ADJUSTED
 HU0124  ______________________________________________________________________
 HU0124  GEOID HEIGHT    -        -35.676 (meters)                     GEOID18
 HU0124  DYNAMIC HEIGHT  -          5.500 (meters)       18.04  (feet) COMP
 HU0124  MODELED GRAVITY -    980,034.4   (mgal)                       NAVD 88
 HU0124
 HU0124  VERT ORDER      -  SECOND    CLASS 0
 HU0124
 HU0124.The horizontal coordinates were scaled from a map and have
 HU0124.an estimated accuracy of +/- 6 seconds.
 HU0124
 HU0124.The orthometric height was determined by differential leveling and
 HU0124.adjusted by the NATIONAL GEODETIC SURVEY
 HU0124.in June 1991.
 HU0124
 HU0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0124.GEOID18 height accuracy estimate available here.
 HU0124
 HU0124.Click photographs - Photos may exist for this station.
 HU0124
 HU0124.The dynamic height is computed by dividing the NAVD 88
 HU0124.geopotential number by the normal gravity value computed on the
 HU0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0124.degrees latitude (g = 980.6199 gals.).
 HU0124
 HU0124.The modeled gravity was interpolated from observed gravity values.
 HU0124
 HU0124;                    North         East    Units  Estimated Accuracy
 HU0124;SPC DE       -    79,610.      229,060.      MT  (+/- 180 meters Scaled)
 HU0124
 HU0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH928853(NAD 83)
 HU0124
 HU0124                          SUPERSEDED SURVEY CONTROL
 HU0124
 HU0124  NGVD 29 (11/26/84)    5.740  (m)           18.83   (f) ADJUSTED    2 0
 HU0124
 HU0124.Superseded values are not recommended for survey control.
 HU0124
 HU0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0124.See file dsdata.pdf to determine how the superseded data were derived.
 HU0124
 HU0124_MARKER: DR = REFERENCE MARK DISK
 HU0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0124_STAMPING: REHOBOTH 2 NO 1 1962
 HU0124_MARK LOGO: CGS
 HU0124_PROJECTION: FLUSH
 HU0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0124+STABILITY: SURFACE MOTION
 HU0124
 HU0124  HISTORY     - Date     Condition        Report By
 HU0124  HISTORY     - 1962     MONUMENTED       CGS
 HU0124  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0124  HISTORY     - 1982     MARK NOT FOUND   USGS
 HU0124
 HU0124                          STATION DESCRIPTION
 HU0124
 HU0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0124'AT REHOBOTH BEACH.
 HU0124'ON CITY PROPERTY, 118.7 FEET NORTHEAST OF TRIANGULATION STATION,
 HU0124'REHOBOTH 2, 133.5 FEET NORTH-NORTHEAST OF REHOBOTH 2 RM 2, 74.5
 HU0124'FEET NORTHEAST OF THE CENTER OF THE NORTHEAST LEG OF WATER TOWER,
 HU0124'20 FEET WEST OF THE CENTER OF SECOND STREET, 6.1 FEET EAST OF A
 HU0124'FENCE, 2.1 FEET SOUTH OF A POWER LINE POLE AND 6 INCHES ABOVE THE
 HU0124'STREET.  SET IN A CONCRETE POST LEVEL WITH THE GROUND.
 HU0124
 HU0124                          STATION RECOVERY (1981)
 HU0124
 HU0124'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0124'MARK NOT FOUND.
 HU0124
 HU0124                          STATION RECOVERY (1982)
 HU0124
 HU0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HU0124'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0123 ***********************************************************************
 HU0123  DESIGNATION -  REHOBOTH 2 RM 2
 HU0123  PID         -  HU0123
 HU0123  STATE/COUNTY-  DE/SUSSEX
 HU0123  COUNTRY     -  US
 HU0123  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU0123
 HU0123                         *CURRENT SURVEY CONTROL
 HU0123  ______________________________________________________________________
 HU0123* NAD 83(1986) POSITION- 38 43 00.     (N) 075 04 57.     (W)   SCALED
 HU0123* NAVD 88 ORTHO HEIGHT -     5.653 (meters)       18.55  (feet) ADJUSTED
 HU0123  ______________________________________________________________________
 HU0123  GEOID HEIGHT    -        -35.676 (meters)                     GEOID18
 HU0123  DYNAMIC HEIGHT  -          5.650 (meters)       18.54  (feet) COMP
 HU0123  MODELED GRAVITY -    980,034.4   (mgal)                       NAVD 88
 HU0123
 HU0123  VERT ORDER      -  SECOND    CLASS 0
 HU0123
 HU0123.The horizontal coordinates were scaled from a map and have
 HU0123.an estimated accuracy of +/- 6 seconds.
 HU0123
 HU0123.The orthometric height was determined by differential leveling and
 HU0123.adjusted by the NATIONAL GEODETIC SURVEY
 HU0123.in June 1991.
 HU0123
 HU0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0123.GEOID18 height accuracy estimate available here.
 HU0123
 HU0123.Click photographs - Photos may exist for this station.
 HU0123
 HU0123.The dynamic height is computed by dividing the NAVD 88
 HU0123.geopotential number by the normal gravity value computed on the
 HU0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0123.degrees latitude (g = 980.6199 gals.).
 HU0123
 HU0123.The modeled gravity was interpolated from observed gravity values.
 HU0123
 HU0123;                    North         East    Units  Estimated Accuracy
 HU0123;SPC DE       -    79,610.      229,060.      MT  (+/- 180 meters Scaled)
 HU0123
 HU0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH928853(NAD 83)
 HU0123
 HU0123                          SUPERSEDED SURVEY CONTROL
 HU0123
 HU0123  NGVD 29 (11/26/84)    5.890  (m)           19.32   (f) ADJUSTED    2 0
 HU0123
 HU0123.Superseded values are not recommended for survey control.
 HU0123
 HU0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0123.See file dsdata.pdf to determine how the superseded data were derived.
 HU0123
 HU0123_MARKER: DR = REFERENCE MARK DISK
 HU0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0123_STAMPING: REHOBOTH 2 NO 2 1962
 HU0123_MARK LOGO: CGS
 HU0123_PROJECTION: FLUSH
 HU0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0123+STABILITY: SURFACE MOTION
 HU0123
 HU0123  HISTORY     - Date     Condition        Report By
 HU0123  HISTORY     - 1962     MONUMENTED       CGS
 HU0123  HISTORY     - 1981     GOOD             UDE
 HU0123
 HU0123                          STATION DESCRIPTION
 HU0123
 HU0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0123'AT REHOBOTH BEACH.
 HU0123'ON CITY PROPERTY, 133.5 FEET SOUTH-SOUTHWEST OF REHOBOTH 2 RM 1,
 HU0123'84.5 FEET SOUTHEAST OF TRIANGULATION, REHOBOTH 2, 38.3 FEET WEST
 HU0123'OF THE WEST CURB OF SECOND STREET, 27.3 FEET SOUTHEAST OF THE
 HU0123'SOUTHEAST CORNER OF CONCRETE FOOTING FOR THE SOUTH LEG OF WATER
 HU0123'TOWER.  SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
 HU0123
 HU0123                          STATION RECOVERY (1981)
 HU0123
 HU0123'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0123'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1361 ***********************************************************************
 HU1361  DESIGNATION -  REHOBOTH BEACH LIFE SAVING STA
 HU1361  PID         -  HU1361
 HU1361  STATE/COUNTY-  DE/SUSSEX
 HU1361  COUNTRY     -  US
 HU1361  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU1361
 HU1361                         *CURRENT SURVEY CONTROL
 HU1361  ______________________________________________________________________
 HU1361* NAD 83(1991) POSITION- 38 41 39.80589(N) 075 04 21.35393(W)   ADJUSTED
 HU1361  ______________________________________________________________________
 HU1361  GEOID HEIGHT    -        -35.685 (meters)                     GEOID18
 HU1361  LAPLACE CORR    -          0.42  (seconds)                    DEFLEC18
 HU1361  HORZ ORDER      -  THIRD
 HU1361
 HU1361.The horizontal coordinates were established by classical geodetic methods
 HU1361.and adjusted by the National Geodetic Survey in January 1992.
 HU1361
 HU1361.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1361.GEOID18 height accuracy estimate available here.
 HU1361
 HU1361.Click photographs - Photos may exist for this station.
 HU1361
 HU1361.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1361
 HU1361. The following values were computed from the NAD 83(1991) position.
 HU1361
 HU1361;                    North         East     Units Scale Factor Converg.
 HU1361;SPC DE       -    77,135.276   229,933.085   MT  1.00000603   +0 12 54.4
 HU1361;SPC DE       -   253,067.98    754,372.13   sFT  1.00000603   +0 12 54.4
 HU1361;UTM  18      - 4,282,866.162   493,686.631   MT  0.99960049   -0 02 43.4
 HU1361
 HU1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9368682866(NAD 83)
 HU1361
 HU1361                          SUPERSEDED SURVEY CONTROL
 HU1361
 HU1361  NAD 83(1986)-  38 41 39.78999(N)    075 04 21.36479(W) AD(       ) 3
 HU1361  NAD 27      -  38 41 39.40400(N)    075 04 22.70800(W) AD(       ) 3
 HU1361  USSD        -  38 41 39.78100(N)    075 04 22.51400(W) AD(       ) 3
 HU1361
 HU1361.Superseded values are not recommended for survey control.
 HU1361
 HU1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1361.See file dsdata.pdf to determine how the superseded data were derived.
 HU1361
 HU1361
 HU1361  HISTORY     - Date     Condition        Report By
 HU1361  HISTORY     - UNK      MONUMENTED
 HU1361  HISTORY     - 1920     GOOD             CGS
 HU1361  HISTORY     - 1929     MARK NOT FOUND   CGS
 HU1361
 HU1361                          STATION DESCRIPTION
 HU1361
 HU1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (HAS)
 HU1361'TOWER OF STATION STANDING AND USED AS A HYDROGRAPHIC SIGNAL 1920.
 HU1361
 HU1361                          STATION RECOVERY (1929)
 HU1361
 HU1361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (GCM)
 HU1361'STATION NOT RECOVERED.  THE BUILDING HAS BEEN MOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1363 ***********************************************************************
 HU1363  DESIGNATION -  REHOBOTH BEACH OBS TOWER 5
 HU1363  PID         -  HU1363
 HU1363  STATE/COUNTY-  DE/SUSSEX
 HU1363  COUNTRY     -  US
 HU1363  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU1363
 HU1363                         *CURRENT SURVEY CONTROL
 HU1363  ______________________________________________________________________
 HU1363* NAD 83(1991) POSITION- 38 40 50.21149(N) 075 04 17.02458(W)   ADJUSTED
 HU1363  ______________________________________________________________________
 HU1363  GEOID HEIGHT    -        -35.691 (meters)                     GEOID18
 HU1363  LAPLACE CORR    -          0.51  (seconds)                    DEFLEC18
 HU1363  HORZ ORDER      -  THIRD
 HU1363
 HU1363.The horizontal coordinates were established by classical geodetic methods
 HU1363.and adjusted by the National Geodetic Survey in January 1992.
 HU1363
 HU1363.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1363.GEOID18 height accuracy estimate available here.
 HU1363
 HU1363.Click photographs - Photos may exist for this station.
 HU1363
 HU1363.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1363
 HU1363. The following values were computed from the NAD 83(1991) position.
 HU1363
 HU1363;                    North         East     Units Scale Factor Converg.
 HU1363;SPC DE       -    75,606.379   230,043.468   MT  1.00000611   +0 12 56.8
 HU1363;SPC DE       -   248,051.93    754,734.28   sFT  1.00000611   +0 12 56.8
 HU1363;UTM  18      - 4,281,337.399   493,790.022   MT  0.99960047   -0 02 40.6
 HU1363
 HU1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9379081337(NAD 83)
 HU1363
 HU1363                          SUPERSEDED SURVEY CONTROL
 HU1363
 HU1363  NAD 83(1986)-  38 40 50.19537(N)    075 04 17.03655(W) AD(       ) 3
 HU1363  NAD 27      -  38 40 49.80339(N)    075 04 18.38665(W) AD(       ) 3
 HU1363
 HU1363.Superseded values are not recommended for survey control.
 HU1363
 HU1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1363.See file dsdata.pdf to determine how the superseded data were derived.
 HU1363
 HU1363_MARKER: 55 = TOWER
 HU1363
 HU1363  HISTORY     - Date     Condition        Report By
 HU1363  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1363  HISTORY     - 19971213 GOOD             USPSQD
 HU1363  HISTORY     - 20060524 GOOD             GEOCAC
 HU1363
 HU1363                          STATION DESCRIPTION
 HU1363
 HU1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1363'THE STATION IS THE TOP CENTER OF THE OBSERVATION TOWER WHICH
 HU1363'WAS FORMERLY A MILITARY OBSERVATION TOWER, LOCATED 2-3/4 MILES
 HU1363'SOUTH OF REHOBOTH BEACH, 5.0 MILES NORTH OF INDIAN RIVER
 HU1363'INLET BRIDGE AND ALONG THE EAST SIDE OF STATE HIGHWAY 14.
 HU1363'
 HU1363'THE STRUCTURE IS BUILT OF CONCRETE ABOUT 50.0 FEET HIGH
 HU1363'20.0 FEET IN DIAMETER IN THE SHAPE OF A SILO WITH A FLAT TOP.
 HU1363
 HU1363                          STATION RECOVERY (1997)
 HU1363
 HU1363'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU1363'RECOVERED IN GOOD CONDITION.
 HU1363
 HU1363                          STATION RECOVERY (2006)
 HU1363
 HU1363'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU1363'HIGHWAY 14 HAS BEEN RENUMBERED TO HIGHWAY 1.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0125 ***********************************************************************
 HU0125  DESIGNATION -  REHOBOTH RM 2 RESET
 HU0125  PID         -  HU0125
 HU0125  STATE/COUNTY-  DE/SUSSEX
 HU0125  COUNTRY     -  US
 HU0125  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU0125
 HU0125                         *CURRENT SURVEY CONTROL
 HU0125  ______________________________________________________________________
 HU0125* NAD 83(1986) POSITION- 38 43 01.99   (N) 075 04 57.57   (W)   HD_HELD1
 HU0125* NAVD 88 ORTHO HEIGHT -     5.676 (meters)       18.62  (feet) ADJUSTED
 HU0125  ______________________________________________________________________
 HU0125  GEOID HEIGHT    -        -35.675 (meters)                     GEOID18
 HU0125  DYNAMIC HEIGHT  -          5.673 (meters)       18.61  (feet) COMP
 HU0125  MODELED GRAVITY -    980,034.4   (mgal)                       NAVD 88
 HU0125
 HU0125  VERT ORDER      -  SECOND    CLASS 0
 HU0125
 HU0125.The horizontal coordinates were determined by differentially corrected
 HU0125.hand held GPS observations or other comparable positioning techniques
 HU0125.and have an estimated accuracy of +/- 3 meters.
 HU0125
 HU0125.The orthometric height was determined by differential leveling and
 HU0125.adjusted by the NATIONAL GEODETIC SURVEY
 HU0125.in June 1991.
 HU0125
 HU0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0125.GEOID18 height accuracy estimate available here.
 HU0125
 HU0125.Click photographs - Photos may exist for this station.
 HU0125
 HU0125.The dynamic height is computed by dividing the NAVD 88
 HU0125.geopotential number by the normal gravity value computed on the
 HU0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0125.degrees latitude (g = 980.6199 gals.).
 HU0125
 HU0125.The modeled gravity was interpolated from observed gravity values.
 HU0125
 HU0125;                    North         East    Units  Estimated Accuracy
 HU0125;SPC DE       -    79,666.3     229,048.6     MT  (+/- 3 meters HH1 GPS) 
 HU0125
 HU0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9281485400(NAD 83)
 HU0125
 HU0125                          SUPERSEDED SURVEY CONTROL
 HU0125
 HU0125  NGVD 29 (11/26/84)    5.913  (m)           19.40   (f) ADJUSTED    2 0
 HU0125
 HU0125.Superseded values are not recommended for survey control.
 HU0125
 HU0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0125.See file dsdata.pdf to determine how the superseded data were derived.
 HU0125
 HU0125_MARKER: DR = REFERENCE MARK DISK
 HU0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0125_STAMPING: REHOBOTH NO 2 1932 1938
 HU0125_MARK LOGO: CGS
 HU0125_PROJECTION: RECESSED 20 CENTIMETERS
 HU0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0125+STABILITY: SURFACE MOTION
 HU0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0125+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 HU0125
 HU0125  HISTORY     - Date     Condition        Report By
 HU0125  HISTORY     - 1938     MONUMENTED       CGS
 HU0125  HISTORY     - 1962     GOOD             CGS
 HU0125  HISTORY     - 1981     GOOD             UDE
 HU0125  HISTORY     - 20060524 GOOD             GEOCAC
 HU0125  HISTORY     - 20090408 GOOD             GEOCAC
 HU0125  HISTORY     - 20120210 GOOD             DELCOS
 HU0125
 HU0125                          STATION DESCRIPTION
 HU0125
 HU0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0125'AT REHOBOTH BEACH.
 HU0125'114 FEET SOUTHEAST OF REHOBOTH 2 RM 2 (1962), 62 FEET NORTHWEST OF
 HU0125'THE NORTHWEST CORNER OF THE POST OFFICE, 13 FEET SOUTH OF THE
 HU0125'NORTHWEST CORNER OF THE POST OFFICE LINE POST, 8 FEET EAST OF THE
 HU0125'EAST CURB OF SECOND STREET, 1 FOOT EAST OF THE EAST EDGE
 HU0125'AND ABOUT LEVEL WITH THE SIDEWALK.  NOTE-- THIS MARK WAS RESET BY
 HU0125'THE CITY OF REHOBOTH BEACH IN 1938.  SET IN THE TOP OF A CONCRETE
 HU0125'POST LEVEL WITH THE GROUND.
 HU0125
 HU0125                          STATION RECOVERY (1981)
 HU0125
 HU0125'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0125'NOTE--BURIED 8 IN BELOW GROUND SURFACE.  BETWEEN TWO EVERGREEN TREES,
 HU0125'2 FEET WEST OF A GUARD RAIL SURROUNDING THE SMALL PARKING LOT OF THE
 HU0125'POST OFFICE.
 HU0125
 HU0125                          STATION RECOVERY (2006)
 HU0125
 HU0125'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU0125'MARK IS LOCATED AMONG A ROW OF SMALL SHRUBS BETWEEN SIDEWALK AND
 HU0125'GUARDRAIL AT WEST END OF POST OFFICE PARKING LOT.
 HU0125
 HU0125                          STATION RECOVERY (2009)
 HU0125
 HU0125'RECOVERY NOTE BY GEOCACHING 2009 (DPB)
 HU0125'RECOVERED IN GOOD CONDITION.
 HU0125
 HU0125                          STATION RECOVERY (2012)
 HU0125
 HU0125'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0125'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0121 ***********************************************************************
 HU0121  DESIGNATION -  REHOBOTH RM 3
 HU0121  PID         -  HU0121
 HU0121  STATE/COUNTY-  DE/SUSSEX
 HU0121  COUNTRY     -  US
 HU0121  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU0121
 HU0121                         *CURRENT SURVEY CONTROL
 HU0121  ______________________________________________________________________
 HU0121* NAD 83(1986) POSITION- 38 43 01.66   (N) 075 04 54.81   (W)   HD_HELD1
 HU0121* NAVD 88 ORTHO HEIGHT -     4.359 (meters)       14.30  (feet) ADJUSTED
 HU0121  ______________________________________________________________________
 HU0121  GEOID HEIGHT    -        -35.675 (meters)                     GEOID18
 HU0121  DYNAMIC HEIGHT  -          4.357 (meters)       14.29  (feet) COMP
 HU0121  MODELED GRAVITY -    980,034.4   (mgal)                       NAVD 88
 HU0121
 HU0121  VERT ORDER      -  SECOND    CLASS 0
 HU0121
 HU0121.The horizontal coordinates were determined by differentially corrected
 HU0121.hand held GPS observations or other comparable positioning techniques
 HU0121.and have an estimated accuracy of +/- 3 meters.
 HU0121
 HU0121.The orthometric height was determined by differential leveling and
 HU0121.adjusted by the NATIONAL GEODETIC SURVEY
 HU0121.in June 1991.
 HU0121
 HU0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0121.GEOID18 height accuracy estimate available here.
 HU0121
 HU0121.Click photographs - Photos may exist for this station.
 HU0121
 HU0121.The dynamic height is computed by dividing the NAVD 88
 HU0121.geopotential number by the normal gravity value computed on the
 HU0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0121.degrees latitude (g = 980.6199 gals.).
 HU0121
 HU0121.The modeled gravity was interpolated from observed gravity values.
 HU0121
 HU0121;                    North         East    Units  Estimated Accuracy
 HU0121;SPC DE       -    79,656.3     229,115.4     MT  (+/- 3 meters HH1 GPS) 
 HU0121
 HU0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9288085389(NAD 83)
 HU0121
 HU0121                          SUPERSEDED SURVEY CONTROL
 HU0121
 HU0121  NGVD 29 (11/26/84)    4.596  (m)           15.08   (f) ADJUSTED    2 0
 HU0121
 HU0121.Superseded values are not recommended for survey control.
 HU0121
 HU0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0121.See file dsdata.pdf to determine how the superseded data were derived.
 HU0121
 HU0121_MARKER: DR = REFERENCE MARK DISK
 HU0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0121_STAMPING: REHOBOTH NO 3 1932
 HU0121_MARK LOGO: CGS
 HU0121_PROJECTION: PROJECTING
 HU0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0121+STABILITY: SURFACE MOTION
 HU0121
 HU0121  HISTORY     - Date     Condition        Report By
 HU0121  HISTORY     - 1932     MONUMENTED       CGS
 HU0121  HISTORY     - 1962     GOOD             CGS
 HU0121  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0121  HISTORY     - 1982     MARK NOT FOUND   USGS
 HU0121  HISTORY     - 19971213 GOOD             USPSQD
 HU0121  HISTORY     - 20010218 MARK NOT FOUND   USPSQD
 HU0121
 HU0121                          STATION DESCRIPTION
 HU0121
 HU0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0121'AT REHOBOTH BEACH.
 HU0121'150 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE CITY WATER TOWER,
 HU0121'71.3 FEET SOUTHWEST OF POWER LINE POLE, 56 FEET SOUTH OF THE
 HU0121'SOUTHWEST CORNER OF BRICK PUMP-HOUSE AND 9.1 FEET EAST OF A 12
 HU0121'INCH WILD CHERRY TREE.  SET IN THE TOP OF A CONCRETE POST
 HU0121'PROJECTING 6 INCHES.
 HU0121
 HU0121                          STATION RECOVERY (1981)
 HU0121
 HU0121'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0121'MARK NOT FOUND.
 HU0121
 HU0121                          STATION RECOVERY (1982)
 HU0121
 HU0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HU0121'MARK NOT FOUND.
 HU0121
 HU0121                          STATION RECOVERY (1997)
 HU0121
 HU0121'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU0121'RECOVERED IN GOOD CONDITION.
 HU0121
 HU0121                          STATION RECOVERY (2001)
 HU0121
 HU0121'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HU0121'STATION NOT FOUND.  STATION WAS REMOVED WHEN REHOBOTH BEACH STANDPIPE
 HU0121'AND MUNICIPAL TANK WERE TORN DOWN IN 1999 AND A NEW 350,000 GALLON
 HU0121'TANK INSTALLED AT SAME LOCATION.  SHOULD BE CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2034 ***********************************************************************
 HU2034  DESIGNATION -  RELIANCE
 HU2034  PID         -  HU2034
 HU2034  STATE/COUNTY-  DE/SUSSEX
 HU2034  COUNTRY     -  US
 HU2034  USGS QUAD   -  SEAFORD WEST (2016)
 HU2034
 HU2034                         *CURRENT SURVEY CONTROL
 HU2034  ______________________________________________________________________
 HU2034* NAD 83(1991) POSITION- 38 38 03.41270(N) 075 42 26.08553(W)   ADJUSTED
 HU2034* NAVD 88 ORTHO HEIGHT -    13.3   (meters)       44.    (feet) VERTCON3
 HU2034  ______________________________________________________________________
 HU2034  GEOID HEIGHT    -        -35.494 (meters)                     GEOID18
 HU2034  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC18
 HU2034  HORZ ORDER      -  SECOND
 HU2034
 HU2034.The horizontal coordinates were established by classical geodetic methods
 HU2034.and adjusted by the National Geodetic Survey in January 1992.
 HU2034
 HU2034.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2034
 HU2034.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2034.GEOID18 height accuracy estimate available here.
 HU2034
 HU2034.Click photographs - Photos may exist for this station.
 HU2034
 HU2034.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2034
 HU2034. The following values were computed from the NAD 83(1991) position.
 HU2034
 HU2034;                    North         East     Units Scale Factor Converg.
 HU2034;SPC DE       -    70,446.508   174,699.195   MT  1.00000288   -0 10 53.1
 HU2034;SPC DE       -   231,123.25    573,158.94   sFT  1.00000288   -0 10 53.1
 HU2034;SPC MD       -   108,205.944   512,552.421   MT  0.99995868   +0 48 41.0
 HU2034;SPC MD       -   355,005.67  1,681,599.07   sFT  0.99995868   +0 48 41.0
 HU2034;UTM  18      - 4,276,430.868   438,443.971   MT  0.99964666   -0 26 29.7
 HU2034
 HU2034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2034!SPC DE       -   1.00000349  x   1.00000288  =   1.00000637
 HU2034!SPC MD       -   1.00000349  x   0.99995868  =   0.99996217
 HU2034!UTM  18      -   1.00000349  x   0.99964666  =   0.99965015
 HU2034
 HU2034:                Primary Azimuth Mark                     Grid Az
 HU2034:SPC DE       -  DODD                                     177 14 59.9
 HU2034:SPC MD       -  DODD                                     176 15 25.8
 HU2034:UTM  18      -  DODD                                     177 30 36.5
 HU2034
 HU2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3844376430(NAD 83)
 HU2034
 HU2034|---------------------------------------------------------------------|
 HU2034| PID    Reference Object                     Distance      Geod. Az  |
 HU2034|                                                           dddmmss.s |
 HU2034| DC8342 RELIANCE RM 1                        12.632 METERS 00000     |
 HU2034| DC8343 RELIANCE RM 2                         7.774 METERS 17632     |
 HU2034| HU2028 DODD                                APPROX. 1.6 KM 1770406.8 |
 HU2034| HU2050 WRIGHT AZ MK                        APPROX. 1.7 KM 3304746.2 |
 HU2034| HU2032 BOUNDARY MONUMENT 12                133.988 METERS 35228     |
 HU2034|---------------------------------------------------------------------|
 HU2034
 HU2034                          SUPERSEDED SURVEY CONTROL
 HU2034
 HU2034  NAD 83(1986)-  38 38 03.40714(N)    075 42 26.10417(W) AD(       ) 2
 HU2034  NAD 27      -  38 38 02.99030(N)    075 42 27.34140(W) AD(       ) 2
 HU2034  NGVD 29 (07/19/86)   13.5    (m)           44.     (f) VERT ANG       
 HU2034
 HU2034.Superseded values are not recommended for survey control.
 HU2034
 HU2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2034.See file dsdata.pdf to determine how the superseded data were derived.
 HU2034
 HU2034_MARKER: DS = TRIANGULATION STATION DISK
 HU2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2034_STAMPING: RELIANCE 1962
 HU2034_MARK LOGO: CGS
 HU2034_PROJECTION: FLUSH
 HU2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2034+STABILITY: SURFACE MOTION
 HU2034
 HU2034  HISTORY     - Date     Condition        Report By
 HU2034  HISTORY     - 1962     MONUMENTED       CGS
 HU2034  HISTORY     - 1975     GOOD             NGS
 HU2034  HISTORY     - 1976     GOOD             NGS
 HU2034  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU2034
 HU2034                          STATION DESCRIPTION
 HU2034
 HU2034'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU2034'THE STATION IS LOCATED ALONG THE EAST ROAD RIGHT-OF-WAY
 HU2034'OF A NORTH AND SOUTH BLACKTOP ROAD, IN THE VILLAGE OF
 HU2034'RELIANCE, ABOUT 5.5 MILES WEST OF SANFORD, DELAWARE, 5.5
 HU2034'MILES SOUTHEAST OF FEDERALSBURG, MARYLAND AND ABOUT 0.1 MILE
 HU2034'SOUTH OF THE CENTRAL SECTION OF RELIANCE.
 HU2034'
 HU2034'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET
 HU2034'AND CENTRAL AVENUE IN FEDERALSBURG.  GO EAST ON CENTRAL AVENUE
 HU2034'FOR 0.2 MILE TO A SIDE STREET ON THE RIGHT, STATE HIGHWAY
 HU2034'313.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 313 FOR 1.7
 HU2034'MILES TO WHERE THE HIGHWAY TURNS SHARP TO THE RIGHT.  CONTINUE
 HU2034'SOUTH-SOUTHEAST ON STATE HIGHWAY 577 FOR 3.65 MILES TO THE
 HU2034'SMALL VILLAGE OF RELIANCE, A SIDE ROAD ON THE RIGHT HAND
 HU2034'SIDE OF THE HIGHWAY AT THE MARYLAND AND DELAWARE STATE
 HU2034'LINE.  TURN RIGHT AND GO SOUTH ON THE STATE LINE ROAD FOR 0.1
 HU2034'MILE TO A STANDARD METAL WITNESS POST AND MARKER, POWERLINE
 HU2034'POLE NO. 148-16 AND THE STATION ON THE LEFT, EAST, SIDE OF
 HU2034'THE BLACKTOP ROAD.
 HU2034'
 HU2034'TO REACH THE AZIMUTH MARK, BENCH MARK A65, GO NORTH ON THE
 HU2034'STATE LINE ROAD FOR 0.1 MILE TO THE JUNCTION OF U.S. HIGHWAY
 HU2034'20 AND STATE HIGHWAY 577.  TURN LEFT AND GO SOUTHWEST ON
 HU2034'U.S. HIGHWAY 20 FOR 0.4 MILE TO A STANDARD METAL WITNESS POST AND
 HU2034'MARKER AND MARK ON THE RIGHT, NORTH SIDE OF THE HIGHWAY.
 HU2034'
 HU2034'THE STATION MARK, A STANDARD DISK STAMPED RELIANCE 1962, IS
 HU2034'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 HU2034'THE SURFACE OF THE GROUND.  IT IS 43.1 FEET SOUTH OF POWERLINE
 HU2034'POLE NO. 148-16, 28.9 FEET EAST OF THE CENTERLINE OF A BLACKTOP
 HU2034'ROAD, 5.8 FEET NORTH OF A STANDARD METAL WITNESS POST AND
 HU2034'MARKER AND 4.4 FEET EAST OF A CUT BANK.
 HU2034'
 HU2034'REFERENCE MARK 1, A STANDARD DISK STAMPED RELIANCE NO 1 1962,
 HU2034'IS SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 HU2034'THE SURFACE OF THE GROUND.  IT IS 47.4 FEET NORTH OF A
 HU2034'STANDARD METAL WITNESS POST AND MARKER, 31.6 FEET EAST OF THE
 HU2034'CENTERLINE OF A BLACKTOP ROAD, 2.0 FEET SOUTH OF POWERLINE
 HU2034'POLE NO. 148-16 AND ABOUT STATION ELEVATION.
 HU2034'
 HU2034'REFERENCE MARK 2, A STANDARD DISK STAMPED RELIANCE NO 2
 HU2034'1962, IS SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HU2034'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 28.3 FEET EAST
 HU2034'OF THE CENTERLINE OF A BLACKTOP ROAD, 46.0 FEET SOUTHEAST
 HU2034'OF THE CENTERLINE OF THE INTERSECTION OF A DRIVEWAY AND THE
 HU2034'BLACKTOP ROAD, 19.7 FEET SOUTH OF A STANDARD METAL WITNESS
 HU2034'POST AND MARKER, 4.4 FEET SOUTHEAST OF A ROAD SIGN AND
 HU2034'STATION ELEVATION.
 HU2034'
 HU2034'THE AZIMUTH MARK, A STANDARD COAST AND GEODETIC SURVEY
 HU2034'BENCH MARK DISK STAMPED A65 1942, IS SET IN TOP OF A 6 INCH
 HU2034'SQUARE CONCRETE MONUMENT PROJECTING ABOUT 5 INCHES ABOVE THE
 HU2034'SURFACE OF THE GROUND.  IT IS 91.0 FEET NORTHWEST OF THE
 HU2034'CENTERLINE OF THE INTERSECTION OF A DRIVEWAY, 24.3 FEET
 HU2034'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 20, 4.0 FEET WEST
 HU2034'OF A STANDARD METAL WITNESS POST AND MARKER, 1.0 FEET
 HU2034'SOUTHWEST OF A FENCE LINE AND ABOUT 1.0 FOOT LOWER THAN THE
 HU2034'SURFACE OF THE HIGHWAY.
 HU2034'
 HU2034'BOUNDARY MONUMENT NO. 12 WAS NOT RECOVERED.  IT IS REPORTED TO
 HU2034'BE IN THE CENTER OF THE BLACKTOP ROAD, ABOUT 2.0 FEET UNDER
 HU2034'THE ROAD SURFACE.
 HU2034'
 HU2034'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 HU2034
 HU2034                          STATION RECOVERY (1975)
 HU2034
 HU2034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HU2034'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 HU2034'IN GOOD CONDITION AS DESCRIBED IN THE 1962 DESCRIPTION.  THE BENCH
 HU2034'MARK WHICH WAS USED FOR AN AZIMUTH MARK WAS NOT FOUND AND BELIEVED
 HU2034'DESTROYED WHEN THE ROAD WAS REPAIRED.  TRIANGULATION STATION DODD
 HU2034'1962 IS VISIBLE FROM THE GROUND AND MAY BE USED AS AZIMUTH
 HU2034'MARK.
 HU2034'
 HU2034'A POINT WAS SELECTED FOR BOUNDARY MONUMENT NUMBER 12, THERE IS A
 HU2034'SEPARATE REPORT ON IT.
 HU2034'
 HU2034'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/4 MILE SOUTH OF
 HU2034'RELIANCE.
 HU2034
 HU2034                          STATION RECOVERY (1976)
 HU2034
 HU2034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU2034'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND
 HU2034'IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.  THE AZIMUTH MARK
 HU2034'WAS SEARCHED FOR BUT NOT FOUND AS PREVIOUSLY REPORTED.  THE
 HU2034'DISTANCE AND DIRECTION TO ALL MARKS CHECKED PREVIOUS OBSERVATIONS.
 HU2034'
 HU2034'THE MARYLAND-DELAWARE BOUNDARY MONUMENT NUMBER 12 WAS RESET
 HU2034'AT THIS DATE.  SEE DESCRIPTION THEREOF.
 HU2034'
 HU2034'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU2034'IN RELIANCE.
 HU2034
 HU2034                          STATION RECOVERY (2013)
 HU2034
 HU2034'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU2034'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2567 ***********************************************************************
 JU2567  DESIGNATION -  REYBOLD STACK
 JU2567  PID         -  JU2567
 JU2567  STATE/COUNTY-  DE/NEW CASTLE
 JU2567  COUNTRY     -  US
 JU2567  USGS QUAD   -  SAINT GEORGES (2016)
 JU2567
 JU2567                         *CURRENT SURVEY CONTROL
 JU2567  ______________________________________________________________________
 JU2567* NAD 83(1991) POSITION- 39 35 36.55490(N) 075 38 02.75518(W)   ADJUSTED
 JU2567  ______________________________________________________________________
 JU2567  GEOID HEIGHT    -        -33.215 (meters)                     GEOID18
 JU2567  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC18
 JU2567  HORZ ORDER      -  THIRD
 JU2567
 JU2567.The horizontal coordinates were established by classical geodetic methods
 JU2567.and adjusted by the National Geodetic Survey in January 1992.
 JU2567
 JU2567.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2567.GEOID18 height accuracy estimate available here.
 JU2567
 JU2567.Click photographs - Photos may exist for this station.
 JU2567
 JU2567.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2567
 JU2567. The following values were computed from the NAD 83(1991) position.
 JU2567
 JU2567;                    North         East     Units Scale Factor Converg.
 JU2567;SPC DE       -   176,917.330   181,323.095   MT  0.99999929   -0 08 18.9
 JU2567;SPC DE       -   580,436.27    594,890.85   sFT  0.99999929   -0 08 18.9
 JU2567;SPC NJ       -    84,998.000    52,591.642   MT  1.00001678   -0 43 22.3
 JU2567;SPC NJ       -   278,864.27    172,544.41   sFT  1.00001678   -0 43 22.3
 JU2567;UTM  18      - 4,382,831.912   445,553.722   MT  0.99963650   -0 24 14.9
 JU2567
 JU2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4555382831(NAD 83)
 JU2567
 JU2567                          SUPERSEDED SURVEY CONTROL
 JU2567
 JU2567  NAD 83(1986)-  39 35 36.54842(N)    075 38 02.76406(W) AD(       ) 3
 JU2567
 JU2567.Superseded values are not recommended for survey control.
 JU2567
 JU2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2567.See file dsdata.pdf to determine how the superseded data were derived.
 JU2567
 JU2567_MARKER: 63 = STACK
 JU2567_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2567+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 JU2567
 JU2567  HISTORY     - Date     Condition        Report By
 JU2567  HISTORY     - 1984     FIRST OBSERVED   NOS
 JU2567  HISTORY     - 20030323 GOOD             USPSQD
 JU2567  HISTORY     - 20050817 GOOD             GEOCAC
 JU2567
 JU2567                          STATION DESCRIPTION
 JU2567
 JU2567'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2567'THE STATION, REYBOLD STACK, IS THE CENTER OF THE STACK IN
 JU2567'REYBOLD.
 JU2567
 JU2567                          STATION RECOVERY (2003)
 JU2567
 JU2567'RECOVERY NOTE BY US POWER SQUADRON 2003 (DWG)
 JU2567'REYBOLD IS NOW MOTIVA ENTERPRISES, LLC.  THE STACK AS DESCRIBED IS A
 JU2567'CONCRETE RED AND WHITE STACK.  STACK ON MOTIVA PROPERTY AND DIRECTLY
 JU2567'SOUTHWEST OF DELMARVA POWER AND LIGHT POLE NUMBER 46193 ON ROAD 405.
 JU2567
 JU2567                          STATION RECOVERY (2005)
 JU2567
 JU2567'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU2567'THE FACILITY IS NOW OPERATED BY PREMCOR/CONNECTIV.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1707 ***********************************************************************
 JU1707  DESIGNATION -  RICHARDSON
 JU1707  PID         -  JU1707
 JU1707  STATE/COUNTY-  DE/NEW CASTLE
 JU1707  COUNTRY     -  US
 JU1707  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1707
 JU1707                         *CURRENT SURVEY CONTROL
 JU1707  ______________________________________________________________________
 JU1707* NAD 83(1991) POSITION- 39 43 16.17819(N) 075 34 56.49160(W)   ADJUSTED
 JU1707* NAVD 88 ORTHO HEIGHT -    16.847 (meters)       55.27  (feet) ADJUSTED
 JU1707  ______________________________________________________________________
 JU1707  GEOID HEIGHT    -        -32.951 (meters)                     GEOID18
 JU1707  LAPLACE CORR    -         -1.44  (seconds)                    DEFLEC18
 JU1707  DYNAMIC HEIGHT  -         16.840 (meters)       55.25  (feet) COMP
 JU1707  MODELED GRAVITY -    980,173.2   (mgal)                       NAVD 88
 JU1707
 JU1707  HORZ ORDER      -  SECOND
 JU1707  VERT ORDER      -  SECOND    CLASS 0
 JU1707
 JU1707.The horizontal coordinates were established by classical geodetic methods
 JU1707.and adjusted by the National Geodetic Survey in January 1992.
 JU1707
 JU1707.The orthometric height was determined by differential leveling and
 JU1707.adjusted by the NATIONAL GEODETIC SURVEY
 JU1707.in June 1991.
 JU1707
 JU1707.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1707.GEOID18 height accuracy estimate available here.
 JU1707
 JU1707.Click photographs - Photos may exist for this station.
 JU1707
 JU1707.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1707
 JU1707.The dynamic height is computed by dividing the NAVD 88
 JU1707.geopotential number by the normal gravity value computed on the
 JU1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1707.degrees latitude (g = 980.6199 gals.).
 JU1707
 JU1707.The modeled gravity was interpolated from observed gravity values.
 JU1707
 JU1707. The following values were computed from the NAD 83(1991) position.
 JU1707
 JU1707;                    North         East     Units Scale Factor Converg.
 JU1707;SPC DE       -   191,083.100   185,793.596   MT  0.99999748   -0 06 21.2
 JU1707;SPC DE       -   626,911.80    609,557.82   sFT  0.99999748   -0 06 21.2
 JU1707;UTM  18      - 4,396,971.621   450,088.265   MT  0.99963067   -0 22 19.8
 JU1707
 JU1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1707!SPC DE       -   1.00000253  x   0.99999748  =   1.00000001
 JU1707!UTM  18      -   1.00000253  x   0.99963067  =   0.99963320
 JU1707
 JU1707:                Primary Azimuth Mark                     Grid Az
 JU1707:SPC DE       -  WILMINGTON STATE HOSP SMALL TK           170 02 16.1
 JU1707:UTM  18      -  WILMINGTON STATE HOSP SMALL TK           170 18 14.7
 JU1707
 JU1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5008896971(NAD 83)
 JU1707
 JU1707|---------------------------------------------------------------------|
 JU1707| PID    Reference Object                     Distance      Geod. Az  |
 JU1707|                                                           dddmmss.s |
 JU1707| JU1708 RICHARDSON RM 1                       9.168 METERS 09948     |
 JU1707| JU3710 WILMINGTON RADIO STA WTUX MAST      APPROX. 1.8 KM 1022238.3 |
 JU1707| JU3673 DELAWARE STATE HOSP TALLER TK       APPROX. 2.5 KM 1690919.0 |
 JU1707| JU3715 WILMINGTON STATE HOSP SMALL TK      APPROX. 2.6 KM 1695554.9 |
 JU1707| JU1706 RICHARDSON RM 2                      13.100 METERS 33923     |
 JU1707|---------------------------------------------------------------------|
 JU1707
 JU1707                          SUPERSEDED SURVEY CONTROL
 JU1707
 JU1707  NAD 83(1986)-  39 43 16.17406(N)    075 34 56.49884(W) AD(       ) 2
 JU1707  NAD 27      -  39 43 15.76670(N)    075 34 57.76820(W) AD(       ) 2
 JU1707  NGVD 29              17.20   (m)           56.4    (f) LEVELING    3  
 JU1707  NGVD 29 (11/26/84)   17.199  (m)           56.43   (f) ADJUSTED    2 0
 JU1707
 JU1707.Superseded values are not recommended for survey control.
 JU1707
 JU1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1707.See file dsdata.pdf to determine how the superseded data were derived.
 JU1707
 JU1707_MARKER: DS = TRIANGULATION STATION DISK
 JU1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1707_STAMPING: RICHARDSON 1958
 JU1707_MARK LOGO: CGS
 JU1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1707+STABILITY: SURFACE MOTION
 JU1707
 JU1707  HISTORY     - Date     Condition        Report By
 JU1707  HISTORY     - 1958     MONUMENTED       CGS
 JU1707  HISTORY     - 1959     GOOD             CGS
 JU1707  HISTORY     - 1964     GOOD             CGS
 JU1707  HISTORY     - 1981     MARK NOT FOUND   DEDHT
 JU1707  HISTORY     - 1981     POOR             UDE
 JU1707  HISTORY     - 19990130 GOOD             USPSQD
 JU1707  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 JU1707  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1707
 JU1707                          STATION DESCRIPTION
 JU1707
 JU1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JU1707'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF THE
 JU1707'POST OFFICE IN WILMINGTON, ABOUT 0.25 MILE NORTH OF CHRISTIANA
 JU1707'RIVER AND ABOUT 1/2 MILE EAST-SOUTHEAST OF RICHARDSON
 JU1707'HIGHSCHOOL.  STATION IS 19 FEET SOUTH-SOUTHWEST OF APPROXIMATE
 JU1707'CENTERLINE OF ROAD AND 44-1/2 FEET SOUTH OF FENCE CORNER.  THE
 JU1707'MARK IS A STANDARD STATION DISK SET IN A 12X12 INCH CONCRETE
 JU1707'MONUMENT, PROJECTS 3 INCHES AND THE DISK IS STAMPED RICHARDSON
 JU1707'1958.
 JU1707'
 JU1707'REFERENCE MARK NO. 1 IS 19 FEET SOUTH-SOUTHWEST OF
 JU1707'APPROXIMATE CENTERLINE OF ROAD AND 51 FEET WEST THE SOUTHEAST
 JU1707'ONE OF A ROW OF TREES.  THE MARK IS A STANDARD REFERENCE DISK
 JU1707'SET IN A 12X12 INCH CONCRETE MONUMENT, PROJECTS ABOUT 4 INCHES
 JU1707'AND THE DISK IS STAMPED RICHARDSON NO 1 1958.
 JU1707'
 JU1707'REFERENCE MARK NO. 2 IS 18 FEET NORTH-NORTHEAST OF APPROXIMATE
 JU1707'CENTERLINE OF ROAD, 2 FEET SOUTHWEST OF FENCE CORNER AND 30
 JU1707'FEET SOUTHEAST OF A 30 INCH TREE.  THE MARK IS A STANDARD
 JU1707'REFERENCE DISK SET IN A 12X12 INCH CONCRETE MONUMENT, FLUSH
 JU1707'WITH THE GROUND AND THE DISK IS STAMPD RICHARDSON NO 2 1958.
 JU1707'
 JU1707'TO REACH FROM THE POST OFFICE IN WILMINGTON, GO SOUTHERLY
 JU1707'ON SOUTH MARKET STREET FOR 0.8 MILE TO WEST FRONT STREET.  TURN
 JU1707'RIGHT AND GO WEST ON WEST FRONT STREET FOR 0.2 MILE TO A FIVE
 JU1707'POINT INTERSECTION.  BEAR LEFT AND GO SOUTHWESTERLY ON
 JU1707'MARYLAND AVENUE FOR 2.15 MILES TO INTERSECTION OF MIDDLEBROUGH
 JU1707'ROAD.  TURN LEFT AND GO EASTERLY ON MIDDLEBROUGH ROAD FOR 0.6
 JU1707'MILE TO END OF BLACKTOP AND STATION ON RIGHT AS DESCRIBED.
 JU1707'
 JU1707'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU1707
 JU1707                          STATION RECOVERY (1959)
 JU1707
 JU1707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JU1707'1.8 MI NE FROM NEWPORT.
 JU1707'1.7 MILE NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1707'OVERPASS OVER STATE HIGHWAY 41 AT NEWPORT, THENCE ABOUT 0.1 MILE
 JU1707'NORTHWEST ALONG MIDDLEBORO ROAD, ABOUT 0.65 MILE SOUTHEAST ALONG
 JU1707'MIDDLEBORO ROAD FROM THE JUNCTION OF MARYLAND AVENUE (NEWPORT
 JU1707'PIKE), AT THE SOUTHEAST END OF BLACK TOP PART OF MIDDLEBORO ROAD,
 JU1707'0.45 MILE SOUTHEAST OF RICHARDSON SCHOOL, 19 1/2 FEET
 JU1707'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD (GRAVEL), 44 1/2
 JU1707'FEET SOUTH OF AND ACROSS THE ROAD FROM A FENCE CORNER, 43 FEET
 JU1707'SOUTH OF AND ACROSS THE ROAD FROM RM 2, 30.1 FEET WEST-NORTHWEST
 JU1707'OF RM 1, 17 FEET EAST-SOUTHEAST OF PAVEMENT ENDS SIGN, ABOUT 3
 JU1707'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE
 JU1707'POST PROJECTING 4 INCHES.
 JU1707
 JU1707                          STATION RECOVERY (1964)
 JU1707
 JU1707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WEH)
 JU1707'RECOVERED AS DESCRIBED.  STA. RICHARDSON, RM-1 AND RM-2 ARE IN
 JU1707'EXCELLENT CONDITION.
 JU1707'
 JU1707'RECOVERED BY U.S. NAVAL OCEANOGRAPHIC OFFICE.
 JU1707
 JU1707                          STATION RECOVERY (1981)
 JU1707
 JU1707'RECOVERY NOTE BY DE DEPT OF HIGHWAYS 1981 (DLW)
 JU1707'RICHARDSON RM 2 1958 RECOVERED IN GOOD CONDITION.
 JU1707'
 JU1707'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.8 MILES NE NEWPORT.
 JU1707
 JU1707                          STATION RECOVERY (1981)
 JU1707
 JU1707'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1707'TILTED DUE TO BEING HIT BY HEAVY MACHINERY. THE MARK IS NOW INSIDE A
 JU1707'FENCE WHERE LARGE TRUCKS ARE PARKED.
 JU1707
 JU1707                          STATION RECOVERY (1999)
 JU1707
 JU1707'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU1707'RECOVERED IN GOOD CONDITION.
 JU1707
 JU1707                          STATION RECOVERY (2003)
 JU1707
 JU1707'RECOVERY NOTE BY US POWER SQUADRON 2003 (DWG)
 JU1707'AREA OVERGROWN AND INDUSTRIAL COMPLEX ON SITE.
 JU1707
 JU1707                          STATION RECOVERY (2013)
 JU1707
 JU1707'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1707'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1706 ***********************************************************************
 JU1706  DESIGNATION -  RICHARDSON RM 2
 JU1706  PID         -  JU1706
 JU1706  STATE/COUNTY-  DE/NEW CASTLE
 JU1706  COUNTRY     -  US
 JU1706  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1706
 JU1706                         *CURRENT SURVEY CONTROL
 JU1706  ______________________________________________________________________
 JU1706* NAD 83(1986) POSITION- 39 43 16.57   (N) 075 34 56.69   (W)   HD_HELD1
 JU1706* NAVD 88 ORTHO HEIGHT -    16.827 (meters)       55.21  (feet) ADJUSTED
 JU1706  ______________________________________________________________________
 JU1706  GEOID HEIGHT    -        -32.950 (meters)                     GEOID18
 JU1706  DYNAMIC HEIGHT  -         16.820 (meters)       55.18  (feet) COMP
 JU1706  MODELED GRAVITY -    980,173.2   (mgal)                       NAVD 88
 JU1706
 JU1706  VERT ORDER      -  FIRST     CLASS II
 JU1706
 JU1706.The horizontal coordinates were determined by differentially corrected
 JU1706.hand held GPS observations or other comparable positioning techniques
 JU1706.and have an estimated accuracy of +/- 3 meters.
 JU1706
 JU1706.The orthometric height was determined by differential leveling and
 JU1706.adjusted by the NATIONAL GEODETIC SURVEY
 JU1706.in June 1991.
 JU1706
 JU1706.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1706.GEOID18 height accuracy estimate available here.
 JU1706
 JU1706.Click photographs - Photos may exist for this station.
 JU1706
 JU1706.The dynamic height is computed by dividing the NAVD 88
 JU1706.geopotential number by the normal gravity value computed on the
 JU1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1706.degrees latitude (g = 980.6199 gals.).
 JU1706
 JU1706.The modeled gravity was interpolated from observed gravity values.
 JU1706
 JU1706;                    North         East    Units  Estimated Accuracy
 JU1706;SPC DE       -   191,095.2     185,788.9     MT  (+/- 3 meters HH1 GPS) 
 JU1706
 JU1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5008396983(NAD 83)
 JU1706
 JU1706                          SUPERSEDED SURVEY CONTROL
 JU1706
 JU1706  NGVD 29 (01/10/92)   17.084  (m)           56.05   (f) ADJUSTED    1 2
 JU1706  NGVD 29 (??/??/87)   17.179  (m)           56.36   (f) SUPERSEDED  1 2
 JU1706
 JU1706.Superseded values are not recommended for survey control.
 JU1706
 JU1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1706.See file dsdata.pdf to determine how the superseded data were derived.
 JU1706
 JU1706_MARKER: DR = REFERENCE MARK DISK
 JU1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1706_STAMPING: RICHARDSON NO 2 1958
 JU1706_MARK LOGO: CGS
 JU1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1706+STABILITY: SURFACE MOTION
 JU1706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1706+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1706
 JU1706  HISTORY     - Date     Condition        Report By
 JU1706  HISTORY     - 1958     MONUMENTED       CGS
 JU1706  HISTORY     - 1959     GOOD             CGS
 JU1706  HISTORY     - 1979     GOOD             NGS
 JU1706  HISTORY     - 1981     GOOD             UDE
 JU1706  HISTORY     - 20030322 MARK NOT FOUND   USPSQD
 JU1706  HISTORY     - 20040908 GOOD             GEOCAC
 JU1706  HISTORY     - 20130711 GOOD             DELCOS
 JU1706
 JU1706                          STATION DESCRIPTION
 JU1706
 JU1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1706'1.8 MI NE FROM NEWPORT.
 JU1706'43 FEET NORTH OF RICHARDSON DESCRIBED, 63.8 FEET NORTHWEST OF
 JU1706'RM 1, AT THE EAST-SOUTHEAST END OF BLACK TOP PART OF MIDDLEBORO
 JU1706'ROAD, 16 1/2 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD,
 JU1706'1 1/2 FEET SOUTH OF FENCE CORNER AND THE SOUTH CORNER OF LAWN FOR
 JU1706'A TWO-STORY WHITE PAINTED BRICK HOUSE, 1 FOOT WEST-SOUTHWEST OF
 JU1706'A STEEL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 JU1706'AND SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JU1706
 JU1706                          STATION RECOVERY (1979)
 JU1706
 JU1706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1706'RECOVERED IN GOOD CONDITION.
 JU1706
 JU1706                          STATION RECOVERY (1981)
 JU1706
 JU1706'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1706'RECOVERED IN GOOD CONDITION.
 JU1706
 JU1706                          STATION RECOVERY (2003)
 JU1706
 JU1706'RECOVERY NOTE BY US POWER SQUADRON 2003 (DWG)
 JU1706'ROAD NOW CONTINUES AND INDUSTRIAL COMPLEX IN AREA.  SITE BEHIND FENCE
 JU1706'IS OVERGROWN.
 JU1706
 JU1706                          STATION RECOVERY (2004)
 JU1706
 JU1706'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JU1706'RECOVERED IN GOOD CONDITION.
 JU1706
 JU1706                          STATION RECOVERY (2013)
 JU1706
 JU1706'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1706'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2018 ***********************************************************************
 HU2018  DESIGNATION -  RIDER
 HU2018  PID         -  HU2018
 HU2018  STATE/COUNTY-  DE/SUSSEX
 HU2018  COUNTRY     -  US
 HU2018  USGS QUAD   -  SHARPTOWN (2016)
 HU2018
 HU2018                         *CURRENT SURVEY CONTROL
 HU2018  ______________________________________________________________________
 HU2018* NAD 83(1991) POSITION- 38 31 05.41522(N) 075 41 53.15049(W)   ADJUSTED
 HU2018* NAVD 88 ORTHO HEIGHT -    12.7   (meters)       42.    (feet) VERTCON3
 HU2018  ______________________________________________________________________
 HU2018  GEOID HEIGHT    -        -35.598 (meters)                     GEOID18
 HU2018  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 HU2018  HORZ ORDER      -  SECOND
 HU2018
 HU2018.The horizontal coordinates were established by classical geodetic methods
 HU2018.and adjusted by the National Geodetic Survey in January 1992.
 HU2018
 HU2018.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2018
 HU2018.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2018.GEOID18 height accuracy estimate available here.
 HU2018
 HU2018.Click photographs - Photos may exist for this station.
 HU2018
 HU2018.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2018
 HU2018. The following values were computed from the NAD 83(1991) position.
 HU2018
 HU2018;                    North         East     Units Scale Factor Converg.
 HU2018;SPC DE       -    57,554.939   175,456.292   MT  1.00000242   -0 10 31.0
 HU2018;SPC DE       -   188,828.16    575,642.85   sFT  1.00000242   -0 10 31.0
 HU2018;SPC MD       -    95,329.927   513,532.687   MT  0.99996921   +0 49 01.6
 HU2018;SPC MD       -   312,761.60  1,684,815.16   sFT  0.99996921   +0 49 01.6
 HU2018;UTM  18      - 4,263,540.595   439,142.350   MT  0.99964561   -0 26 05.1
 HU2018
 HU2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2018!SPC DE       -   1.00000360  x   1.00000242  =   1.00000602
 HU2018!SPC MD       -   1.00000360  x   0.99996921  =   0.99997281
 HU2018!UTM  18      -   1.00000360  x   0.99964561  =   0.99964921
 HU2018
 HU2018:                Primary Azimuth Mark                     Grid Az
 HU2018:SPC DE       -  RIDER AZ MK                              012 00 22.3
 HU2018:SPC MD       -  RIDER AZ MK                              011 00 49.7
 HU2018:UTM  18      -  RIDER AZ MK                              012 15 56.4
 HU2018
 HU2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3914263540(NAD 83)
 HU2018
 HU2018|---------------------------------------------------------------------|
 HU2018| PID    Reference Object                     Distance      Geod. Az  |
 HU2018|                                                           dddmmss.s |
 HU2018| HU2799 RIDER AZ MK                         401.985 METERS 0114951.3 |
 HU2018| HU2753 SALISBURY TV STA WBOC MAST          APPROX. 5.0 KM 1071539.4 |
 HU2018| DC8349 RIDER RM 1                           21.640 METERS 20928     |
 HU2018| HU2019 BOUNDARY MONUMENT 4 DEL MD           14.516 METERS 22556     |
 HU2018| HU2754 SALISBURY TV STA WMDT MAST          APPROX. 3.7 KM 2405438.2 |
 HU2018| HU2029 SHARPTOWN MUNICIPAL WATER TK        APPROX. 2.8 KM 3241520.5 |
 HU2018| DC8350 RIDER RM 2                           24.519 METERS 32647     |
 HU2018|---------------------------------------------------------------------|
 HU2018
 HU2018                          SUPERSEDED SURVEY CONTROL
 HU2018
 HU2018  NAD 83(1986)-  38 31 05.41044(N)    075 41 53.17142(W) AD(       ) 2
 HU2018  NAD 27      -  38 31 04.99620(N)    075 41 54.41420(W) AD(       ) 2
 HU2018  NGVD 29 (07/19/86)   12.9    (m)           42.     (f) VERT ANG       
 HU2018
 HU2018.Superseded values are not recommended for survey control.
 HU2018
 HU2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2018.See file dsdata.pdf to determine how the superseded data were derived.
 HU2018
 HU2018_MARKER: DS = TRIANGULATION STATION DISK
 HU2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2018_STAMPING: RIDER 1962
 HU2018_MARK LOGO: CGS
 HU2018_PROJECTION: FLUSH
 HU2018_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2018+STABILITY: SURFACE MOTION
 HU2018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2018+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2008
 HU2018
 HU2018  HISTORY     - Date     Condition        Report By
 HU2018  HISTORY     - 1962     MONUMENTED       CGS
 HU2018  HISTORY     - 1987     GOOD             NGS
 HU2018  HISTORY     - 20080519 GOOD             GEOCAC
 HU2018
 HU2018                          STATION DESCRIPTION
 HU2018
 HU2018'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU2018'THE STATION IS LOCATED ON A SMALL KNOLE, 2.0 MILES SOUTHEAST
 HU2018'OF SHARPTOWN, MARYLAND.  7.5 MILES WEST-SOUTHWEST OF LAUREL,
 HU2018'DELAWARE AND ON PROPERTY OWNED BY MR. H.J. RIDER.
 HU2018'
 HU2018'TO REACH THE STATION FROM SHARPTOWN, MARYLAND.  GO
 HU2018'SOUTHEASTERLY ON STATE HIGHWAY 348 FOR 1.7 MILES TO THE
 HU2018'MARYLAND-DELAWARE STATE LINE.  CONTINUE ABOUT 100.0 FEET TO A
 HU2018'FIELD ROAD ON THE RIGHT, JUST EAST OF A HOUSE, *TURN RIGHT
 HU2018'AND GO SOUTH ON THE FIELD ROAD FOR 0.25 MILE TO THE TOP OF
 HU2018'A NARROW RIDGE AND THE DELAWARE-MARYLAND BOUNDARY MONUMENT
 HU2018'THE RIGHT AND THE STATION ON THE LEFT AS DESCRIBED.
 HU2018'
 HU2018'THE STATION MARK IS A STANDARD DISK STAMPED RIDER 1962, SET
 HU2018'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 HU2018'ABOVE THE GROUND SURFACE, IT IS 4.2 FEET WEST OF A STANDARD
 HU2018'METAL WITNESS POST AND MARKER AND 30.0 FEET EAST OF THE
 HU2018'APPROXIMATE CENTER OF THE FIELD ROAD.
 HU2018'
 HU2018'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RIDER NO 1 1962,
 HU2018'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 5
 HU2018'INCHES ABOVE THE GROUND SURFACE.  IT IS 11.0 FEET WEST OF THE
 HU2018'APPROXIMATE CENTER OF THE FIELD ROAD 76.6 FEET SOUTHWEST OF
 HU2018'THE WITNESS POST.
 HU2018'
 HU2018'REFERENCE MARK 2 IS A STANDARD DISK STAMPED RIDER NO 2 1962,
 HU2018'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 HU2018'INCHES ABOVE THE GROUND SURFACE.  IT IS 11.0 FEET WEST OF
 HU2018'THE APPROXIMATE CENTER OF THE FIELD ROAD AND 83.6 FEET
 HU2018'NORTHWEST OF THE WITNESS POST.
 HU2018'
 HU2018'BOUNDARY MONUMENT NO. 4 IS A 12 X 12 LIMESTONE MONUMENT
 HU2018'MARKED WITH THE LETTERS M AND P AND PROJECTS ABOUT 25 INCHES
 HU2018'ABOVE THE GROUND SURFACE.  THE MONUMENT LEANS SLIGHTLY WEST
 HU2018'BUT IS CONSIDERED IN GOOD CONDITION.  IT IS LOCATED 7.0 FEET
 HU2018'WEST OF THE APPROXIMATE CENTER OF THE FIELD ROAD AND 49.5
 HU2018'FEET SOUTHWEST OF THE WITNESS POST.
 HU2018'
 HU2018'*CONTINUE EAST ON STATE HIGHWAY 348 FOR 0.05 MILE TO THE
 HU2018'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 HU2018'
 HU2018'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RIDER 1962, SET
 HU2018'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 HU2018'ABOVE THE GROUND SURFACE.  IT IS 1.7 FEET EAST-SOUTHEAST OF
 HU2018'A STANDARD METAL WITNESS POST AND MARKER, 2.2 FEET
 HU2018'EAST-SOUTHEAST OF A POWERLINE POLE NUMBER 33, 15.6 FEET
 HU2018'EAST-SOUTHEAST OF A 12-INCH SYCAMORE TREE, 30.3 FEET
 HU2018'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF STATE
 HU2018'HIGHWAY 24 AND 225.0 FEET EAST OF THE FARM ROAD LEADING TO
 HU2018'THE STATION.
 HU2018'
 HU2018'HEIGHT OF LIGHT ABOVE STATION MARK 25.06 METERS.
 HU2018
 HU2018                          STATION RECOVERY (1987)
 HU2018
 HU2018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (RGP)
 HU2018'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW -- THE
 HU2018'STATION MARK, REFERENCE MARK TWO, BOUNDARY MONUMENT FOUR AND THE
 HU2018'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION. THE REFERENCE
 HU2018'MARK ONE WAS FOUND DESTROYED.  A SHORTER DISTANCE OF 0.008 METERS OR
 HU2018'0.03 FT WAS NOTED TO REFERENCE MARK TWO. A LONGER DISTANCE OF 0.023
 HU2018'METERS OR 0.09 FT WAS NOTED TO THE BOUNDARY MONUMENT NUMBER FOUR. A
 HU2018'DIFFERENCE IN DIRECTION OF ONE MINUTE AND THIRTY ONE SECONDS WAS NOTED
 HU2018'TO THE BOUNDARY MONUMENT. IT IS BELIEVED THE BOUNDARY MONUMENT MAY
 HU2018'HAVE SETTLED SLIGHTLY DUE TO ITS LARGE SIZE. NO OTHER DIFFERENCES WERE
 HU2018'NOTED. THE MOST RECENT INFORMATION AVAILABLE WAS USED AS A REFERENCE.
 HU2018'A COMPLETE NEW DESCRIPTION FOLLOWS.
 HU2018'
 HU2018'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) SOUTHEAST OF SHARPTOWN,
 HU2018'12.1 KM (7.5 MI) WEST-SOUTHWEST OF LAUREL AND ATOP A SMALL KNOLL.
 HU2018'OWNERSHIP--HOMER J. RIDER, ROUTE 3, LAUREL DELAWARE 19956.
 HU2018'
 HU2018'TO REACH THE STATION FROM THE POST OFFICE IN SHARPTOWN, GO WEST FOR
 HU2018'0.15 KM (0.1 MI) ON FOURTH STREET TO A CROSSROADS.  TURN LEFT AND GO
 HU2018'SOUTH FOR 0.8 KM (0.5 MI) ON MAIN STREET TO A CROSSROADS.  CONTINUE
 HU2018'STRAIGHT AHEAD AND GO SOUTH FOR 2.15 KM (1.35 MI) ON STATE HIGHWAY 348
 HU2018'TO A DIRT ROAD RIGHT AT THE STATE BOUNDARY.  TURN RIGHT AND GO SOUTH
 HU2018'FOR 0.4 KM (0.25 MI) ON THE DIRT ROAD TO THE STATION ON THE LEFT.
 HU2018'
 HU2018'THE STATION IS A STANDARD NGS DISK STAMPED---RIDER 1962---, SET INTO
 HU2018'THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON SIDE FLUSH WITH GROUND.
 HU2018'LOCATED 8.8 METERS (29.0 FT) EAST FROM THE CENTER OF THE DIRT ROAD,
 HU2018'26.7 METERS (87.7 FT) NORTH-NORTHWEST FROM THE CENTER OF A DITCH, 11.9
 HU2018'METERS (39.0 FT) EAST FROM THE EASE SIDE OF A WOODED HEDGE 18.0 METERS
 HU2018'(59.0 FT) NORTH-NORTHEAST OF A 22-INCH TREE AND 1.3 METERS (4.2 FT)
 HU2018'WEST-NORTHWEST FROM A WITNESS POST.
 HU2018'
 HU2018'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK STAMPED---RIDER NO 2
 HU2018'1962---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON SIDE
 HU2018'PROJECTING 0.3 CM ABOVE GROUND.  LOCATED 25.5 METERS (83.7 FT)
 HU2018'NORTHWEST FROM THE WITNESS POST, 3.1 METERS (10.3 FT) WEST FROM THE
 HU2018'CENTER OF THE DIRT ROAD, 49.5 METERS (162.4 FT) NORTH FROM THE DITCH
 HU2018'AND 39.9 METERS (130.9 FT) NORTH FROM THE 22-INCH TREE.  MARK IS 1.3
 HU2018'METERS BELOW THE STATION.
 HU2018'
 HU2018'REFERENCE POINT NO. 2 IS BOUNDARY MONUMENT FOUR, IT IS THE TOP AND
 HU2018'CENTER OF MARYLAND DELAWARE BOUNDARY MONUMENT. IT IS A 32 CM SQUARE
 HU2018'LIMESTONE POST WITH A P ON THE EAST SIDE AND A M ON THE WEST SIDE AND
 HU2018'IT PROJECTS 0.7 METERS ABOVE THE GROUND.  THAT IS ---UNSTAMPED---, SET
 HU2018'INTO THE GROUND 2.7 METERS (8.9 FT) WEST FROM THE CENTER OF THE DIRT
 HU2018'ROAD, 19.4 METERS (63.6 FT) NORTH-NORTHWEST FROM THE DITCH, 10.8
 HU2018'METERS (35.5 FT) NORTHWEST FROM THE 22-INCH TREE AND 15.3 METERS
 HU2018'(50.1 FT) SOUTHWEST FROM THE WITNESS POST.  MARK IS 0.4 METERS ABOVE
 HU2018'THE STATION.
 HU2018'
 HU2018'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK STAMPED---RIDER 1962---, SET
 HU2018'INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON SIDE FLUSH WITH
 HU2018'GROUND.  LOCATED 9.1 METERS (29.7 FT) SOUTH FROM THE CENTER OF STATE
 HU2018'HIGHWAY 24, 51.8 METERS (169.9 FT) WEST-NORTHWEST FROM THE NORTHWEST
 HU2018'CORNER OF A BUILDING, 0.7 METERS (2.2 FT) EAST FROM A POWERLINE POLE
 HU2018'NUMBERED 44091 98848, 0.5 METERS (1.8 FT) EAST-SOUTHEAST FROM A
 HU2018'WITNESS POST.  TO REACH THE AZIMUTH FROM THE STATION, GO NORTH FOR 0.4
 HU2018'KM (0.25 MI) ON THE DIRT ROAD TO STATE HIGHWAY 24, TURN RIGHT AND GO
 HU2018'EAST FOR 0.15 KM (0.1 MI) ON STATE HIGHWAY 24 TO THE MARK ON THE
 HU2018'RIGHT.
 HU2018'
 HU2018
 HU2018                          STATION RECOVERY (2008)
 HU2018
 HU2018'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 HU2018'FOUND THE STATION IN GOOD CONDITION.  THE DESCRIBED LOCATION FOR
 HU2018'REFERENCE MARK NO. 2 IS COVERED BY A PILE OF UTILITY POLES.  THE
 HU2018'STATION IS LOCATED IN A CLEARING IN A WOODED AREA ON AGRICULTURAL
 HU2018'PRIVATE PROPERTY, AND ABOUT 47.6 FEET NORTHEAST OF BOUNDARY MONUMENT
 HU2018'4.  TO REACH FROM THE INTERSECTION OF MARYLAND STATE HIGHWAY 313 AND
 HU2018'MARYLAND STATE HIGHWAY 348 (LAUREL ROAD) ON THE SOUTH EDGE OF
 HU2018'SHARPTOWN, MARYLAND, GO SOUTHEAST ON MARYLAND STATE HIGHWAY 348 FOR
 HU2018'ABOUT 1.3 MILES TO THE STATE BOUNDARY LINE.  CONTINUE EAST, NOW ON
 HU2018'DELAWARE STATE HIGHWAY 24 (SHARPTOWN ROAD) FOR ABOUT 0.2 MILES TO THE
 HU2018'INTERSECTION WITH ROAD 505.  TURN RIGHT AND GO SOUTHEAST ON ROAD 505
 HU2018'FOR ABOUT 0.25 MILES TO THE FARMSTEAD ON THE RIGHT.  FROM THE
 HU2018'FARMSTEAD, DRIVE SOUTHWEST ON A DIRT ROAD THAT PASSES BETWEEN TWO
 HU2018'LONG CHICKEN HOUSES  FOR ABOUT 650 YARDS TO THE WEST END OF A
 HU2018'CULTIVATED FIELD ON THE RIGHT.  TURN RIGHT AND DRIVE NORTH ALONG THE
 HU2018'FIELD FOR ABOUT 150 YARDS TO A CLEARING IN THE WOOD LINE AT THE
 HU2018'NORTHWEST CORNER OF THE FIELD AND THE BOUNDARY MONUMENT ON THE LEFT
 HU2018'AND THE STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2799 ***********************************************************************
 HU2799  HT_MOD      -  This is a Height Modernization Survey Station.
 HU2799  DESIGNATION -  RIDER AZ MK
 HU2799  PID         -  HU2799
 HU2799  STATE/COUNTY-  DE/SUSSEX
 HU2799  COUNTRY     -  US
 HU2799  USGS QUAD   -  SHARPTOWN (2016)
 HU2799
 HU2799                         *CURRENT SURVEY CONTROL
 HU2799  ______________________________________________________________________
 HU2799* NAD 83(2011) POSITION- 38 31 18.17151(N) 075 41 49.74565(W)   ADJUSTED
 HU2799* NAD 83(2011) ELLIP HT-   -24.214 (meters)        (12/20/17)   ADJUSTED
 HU2799* NAD 83(2011) EPOCH   -  2010.00
 HU2799* NAVD 88 ORTHO HEIGHT -    11.39  (meters)       37.4   (feet) GPS OBS
 HU2799  ______________________________________________________________________
 HU2799  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 HU2799  GEOID HEIGHT    -        -35.594 (meters)                     GEOID12B
 HU2799  GEOID HEIGHT    -        -35.596 (meters)                     GEOID18
 HU2799  NAD 83(2011) X  -  1,234,383.500 (meters)                     COMP
 HU2799  NAD 83(2011) Y  - -4,841,673.720 (meters)                     COMP
 HU2799  NAD 83(2011) Z  -  3,950,900.445 (meters)                     COMP
 HU2799  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 HU2799
 HU2799  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2799  Standards:
 HU2799         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2799            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2799  -------------------------------------------------------------------
 HU2799  NETWORK    1.00   0.90           0.44   0.37   0.46     -0.10110652
 HU2799  -------------------------------------------------------------------
 HU2799  Click here for local accuracies and other accuracy information.
 HU2799
 HU2799.The horizontal coordinates were established by GPS observations
 HU2799.and adjusted by the MASER CONSULTING in December 2017.
 HU2799
 HU2799.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2799.been affixed to the stable North American tectonic plate. See 
 HU2799.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2799
 HU2799.The horizontal coordinates are valid at the epoch date displayed above
 HU2799.which is a decimal equivalence of Year/Month/Day.
 HU2799
 HU2799.The orthometric height was determined by GPS observations and a
 HU2799.high-resolution geoid model using precise GPS observation and
 HU2799.processing techniques.
 HU2799
 HU2799.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2799.GEOID18 height accuracy estimate available here.
 HU2799
 HU2799.Click photographs - Photos may exist for this station.
 HU2799
 HU2799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2799
 HU2799.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2799
 HU2799.The ellipsoidal height was determined by GPS observations
 HU2799.and is referenced to NAD 83.
 HU2799
 HU2799. The following values were computed from the NAD 83(2011) position.
 HU2799
 HU2799;                    North         East     Units Scale Factor Converg.
 HU2799;SPC DE       -    57,948.028   175,539.974   MT  1.00000236   -0 10 28.9
 HU2799;SPC DE       -   190,117.82    575,917.40   sFT  1.00000236   -0 10 28.9
 HU2799;SPC MD       -    95,724.393   513,609.546   MT  0.99996883   +0 49 03.8
 HU2799;SPC MD       -   314,055.78  1,685,067.32   sFT  0.99996883   +0 49 03.8
 HU2799;UTM  18      - 4,263,933.160   439,227.781   MT  0.99964548   -0 26 03.1
 HU2799
 HU2799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2799!SPC DE       -   1.00000380  x   1.00000236  =   1.00000616
 HU2799!SPC MD       -   1.00000380  x   0.99996883  =   0.99997263
 HU2799!UTM  18      -   1.00000380  x   0.99964548  =   0.99964928
 HU2799
 HU2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3922763933(NAD 83)
 HU2799
 HU2799                          SUPERSEDED SURVEY CONTROL
 HU2799
 HU2799  NAD 83(1991)-  38 31 18.17493(N)    075 41 49.74846(W) AD(       ) 3
 HU2799  NAD 83(1986)-  38 31 18.17010(N)    075 41 49.76915(W) AD(       ) 3
 HU2799  NGVD 29 (11/20/91)   12.5    (m)           41.     (f) VERT ANG       
 HU2799
 HU2799.Superseded values are not recommended for survey control.
 HU2799
 HU2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2799.See file dsdata.pdf to determine how the superseded data were derived.
 HU2799
 HU2799_MARKER: DZ = AZIMUTH MARK DISK
 HU2799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2799_STAMPING: RIDER 1962
 HU2799_MARK LOGO: CGS
 HU2799_PROJECTION: FLUSH
 HU2799_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU2799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2799+STABILITY: SURFACE MOTION
 HU2799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2799+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2013
 HU2799
 HU2799  HISTORY     - Date     Condition        Report By
 HU2799  HISTORY     - 1962     MONUMENTED       CGS
 HU2799  HISTORY     - 1987     GOOD             NGS
 HU2799  HISTORY     - 20080519 GOOD             GEOCAC
 HU2799  HISTORY     - 20130614 GOOD             DELCOS
 HU2799
 HU2799                          STATION DESCRIPTION
 HU2799
 HU2799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (RGP)
 HU2799'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) SOUTHEAST OF SHARPTOWN
 HU2799'AND NEAR THE MARYLAND DELAWARE STATE BOUNDARY.
 HU2799'OWNERSHIP--ROAD RIGHT-OF-WAY.
 HU2799'
 HU2799'TO REACH THE STATION FROM THE POST OFFICE AT SHARPTOWN, GO
 HU2799'WEST FOR 0.15 KM (0.1 MI) ON FOURTH STREET TO A CROSSROADS.
 HU2799'TURN LEFT AND GO SOUTH FOR 0.8 KM (0.5 MI) ON MAIN STREET TO A
 HU2799'CROSSROADS.  CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST FOR
 HU2799'2.15 KM (1.35 MI) ON STATE HIGHWAY 348 TO THE MARYLAND DELAWARE
 HU2799'STATE BOUNDARY.  CONTINUE STRAIGHT AHEAD AND GO EAST FOR 0.15 KM
 HU2799'(0.1 MI) ON DELAWARE STATE HIGHWAY 24 TO THE STATION ON THE RIGHT.
 HU2799'
 HU2799'THE STATION IS A STANDARD NGS DISK STAMPED---RIDER 1962---, SET INTO
 HU2799'THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON SIDE FLUSH WITH GROUND.
 HU2799'LOCATED 9.1 METERS (29.7 FT) SOUTH FROM THE CENTER OF STATE HIGHWAY
 HU2799'24, 51.8 METERS (169.9 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF
 HU2799'A BUILDING, 0.7 METERS (2.2 FT) EAST FROM A POWERLINE POLE NUMBERED
 HU2799'44091 98848 AND 0.5 METERS (1.8 FT) EAST-SOUTHEAST FROM A WITNESS
 HU2799'POST.
 HU2799
 HU2799                          STATION RECOVERY (2008)
 HU2799
 HU2799'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 HU2799'RECOVERED IN GOOD CONDITION.
 HU2799
 HU2799                          STATION RECOVERY (2013)
 HU2799
 HU2799'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU2799'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DI0959 ***********************************************************************
 DI0959  DESIGNATION -  RITTER
 DI0959  PID         -  DI0959
 DI0959  STATE/COUNTY-  DE/SUSSEX
 DI0959  COUNTRY     -  US
 DI0959  USGS QUAD   -  LEWES (2016)
 DI0959
 DI0959                         *CURRENT SURVEY CONTROL
 DI0959  ______________________________________________________________________
 DI0959* NAD 83(2011) POSITION- 38 46 34.25087(N) 075 08 14.31273(W)   ADJUSTED
 DI0959* NAD 83(2011) ELLIP HT-   -30.492 (meters)        (06/27/12)   ADJUSTED
 DI0959* NAD 83(2011) EPOCH   -  2010.00
 DI0959* NAVD 88 ORTHO HEIGHT -     5.132 (meters)       16.84  (feet) ADJUSTED
 DI0959  ______________________________________________________________________
 DI0959  GEOID HEIGHT    -        -35.626 (meters)                     GEOID18
 DI0959  NAD 83(2011) X  -  1,277,105.749 (meters)                     COMP
 DI0959  NAD 83(2011) Y  - -4,812,324.891 (meters)                     COMP
 DI0959  NAD 83(2011) Z  -  3,972,957.751 (meters)                     COMP
 DI0959  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 DI0959  DYNAMIC HEIGHT  -          5.129 (meters)       16.83  (feet) COMP
 DI0959  MODELED GRAVITY -    980,038.6   (mgal)                       NAVD 88
 DI0959
 DI0959  VERT ORDER      -  SECOND    CLASS II
 DI0959
 DI0959  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0959  Standards:
 DI0959         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0959            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0959  -------------------------------------------------------------------
 DI0959  NETWORK    0.77   0.94           0.35   0.27   0.48     -0.10174018
 DI0959  -------------------------------------------------------------------
 DI0959  Click here for local accuracies and other accuracy information.
 DI0959
 DI0959.The horizontal coordinates were established by GPS observations
 DI0959.and adjusted by the National Geodetic Survey in June 2012.
 DI0959
 DI0959.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0959.been affixed to the stable North American tectonic plate. See 
 DI0959.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0959
 DI0959.The horizontal coordinates are valid at the epoch date displayed above
 DI0959.which is a decimal equivalence of Year/Month/Day.
 DI0959
 DI0959.The orthometric height was determined by differential leveling and
 DI0959.adjusted by the NATIONAL GEODETIC SURVEY
 DI0959.in September 2008.
 DI0959
 DI0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0959.GEOID18 height accuracy estimate available here.
 DI0959
 DI0959.Click photographs - Photos may exist for this station.
 DI0959
 DI0959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0959
 DI0959.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0959
 DI0959.The ellipsoidal height was determined by GPS observations
 DI0959.and is referenced to NAD 83.
 DI0959
 DI0959.The dynamic height is computed by dividing the NAVD 88
 DI0959.geopotential number by the normal gravity value computed on the
 DI0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0959.degrees latitude (g = 980.6199 gals.).
 DI0959
 DI0959.The modeled gravity was interpolated from observed gravity values.
 DI0959
 DI0959. The following values were computed from the NAD 83(2011) position.
 DI0959
 DI0959;                    North         East     Units Scale Factor Converg.
 DI0959;SPC DE       -    86,195.680   224,275.698   MT  1.00000225   +0 10 29.8
 DI0959;SPC DE       -   282,793.66    735,811.19   sFT  1.00000225   +0 10 29.8
 DI0959;UTM  18      - 4,291,948.554   488,072.795   MT  0.99960175   -0 05 09.6
 DI0959
 DI0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0959!SPC DE       -   1.00000478  x   1.00000225  =   1.00000703
 DI0959!UTM  18      -   1.00000478  x   0.99960175  =   0.99960653
 DI0959
 DI0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8807291948(NAD 83)
 DI0959
 DI0959|---------------------------------------------------------------------|
 DI0959| PID    Reference Object                     Distance      Geod. Az  |
 DI0959|                                                           dddmmss.s |
 DI0959| DI0960 SEYMOUR                             399.490 METERS 04223     |
 DI0959|---------------------------------------------------------------------|
 DI0959
 DI0959                          SUPERSEDED SURVEY CONTROL
 DI0959
 DI0959  NAD 83(2007)-  38 46 34.25129(N)    075 08 14.31380(W) AD(2002.00) B
 DI0959  ELLIP H (04/30/09)  -30.463  (m)                       GP(2002.00) 4 2
 DI0959  NAD 83(1991)-  38 46 34.25123(N)    075 08 14.31364(W) AD(       ) B
 DI0959  ELLIP H (08/09/06)  -30.472  (m)                       GP(       ) 4 2
 DI0959  NAVD 88 (08/09/06)    5.1    (m)  GEOID03  model used  GPS OBS        
 DI0959
 DI0959.Superseded values are not recommended for survey control.
 DI0959
 DI0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0959.See file dsdata.pdf to determine how the superseded data were derived.
 DI0959
 DI0959_MARKER: DD = SURVEY DISK
 DI0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0959_STAMPING: RITTER 2005
 DI0959_MARK LOGO: NONE
 DI0959_PROJECTION: PROJECTING 15 CENTIMETERS
 DI0959_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0959+STABILITY: SURFACE MOTION
 DI0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0959+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2015
 DI0959
 DI0959  HISTORY     - Date     Condition        Report By
 DI0959  HISTORY     - 20050110 MONUMENTED       DE0280
 DI0959  HISTORY     - 20080701 GOOD             DEDT
 DI0959  HISTORY     - 20120210 GOOD             DELCOS
 DI0959  HISTORY     - 20150718 GOOD             RODCON
 DI0959
 DI0959                          STATION DESCRIPTION
 DI0959
 DI0959'DESCRIBED BY CITY OF LEWES DELAWARE 2005 (AWR)
 DI0959'THE STATION IS LOCATED IN LEWES, 493 FEET (150.3 M) NORTHEAST OF THE
 DI0959'MAIN POST OFFICE, 1.08  MI (1.74 KM) WEST-SOUTHWEST OF THE DELAWARE
 DI0959'RIVER AND BAY AUTHORITY FERRY TERMINAL,  AND 0.39 MI (0.63 KM)
 DI0959'NORTHEAST OF THE BEEBE MEDICAL CENTER.
 DI0959'
 DI0959'TO REACH FROM THE MAIN POST OFFICE IN LEWES, PROCEED 285 FEET (86.87
 DI0959'M) SOUTHEAST ON  FRONT STREET TO THE INTERSECTION OF SAVANNAH ROAD,
 DI0959'THEN PROCEED 367 FEET (111.86 M)  NORTHEAST ON SAVANNAH ROAD TO
 DI0959'STATION ON LEFT.
 DI0959'
 DI0959'THE STATION IS LOCATED 25.0 FEET (7.62 M) NORTHWEST OF THE CENTERLINE
 DI0959'OF SAVANNAH ROAD,  47 FEET (14.33 M) NORTH-NORTHWEST OF DRAWBRIDGE
 DI0959'TRAFFIC SIGNAL, AND 5.4 FEET (1.65 M)  NORTHWEST OF THE BACK EDGE OF A
 DI0959'CONCRETE SIDEWALK.  THE STATION IS A CENTER PUNCHED  BRONZE DISK SET
 DI0959'IN A 1 FOOT (30 CM) DIAMETER CONCRETE POST.
 DI0959
 DI0959                          STATION RECOVERY (2008)
 DI0959
 DI0959'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 DI0959'THE STATION IS LOCATED IN LEWES, 493 FEET (150.3 M) NORTHEAST OF THE
 DI0959'MAIN POST OFFICE, 1.08  MI (1.74 KM) WEST-SOUTHWEST OF THE DELAWARE
 DI0959'RIVER AND BAY AUTHORITY FERRY TERMINAL, AND 0.39 MI (0.63 KM)
 DI0959'NORTHEAST OF THE BEEBE MEDICAL CENTER.
 DI0959'
 DI0959'TO REACH FROM THE MAIN POST OFFICE IN LEWES, PROCEED 285 FEET (86.87
 DI0959'M) SOUTHEAST ON FRONT STREET TO THE INTERSECTION OF SAVANNAH ROAD,
 DI0959'THEN PROCEED 367 FEET (111.86 M) NORTHEAST ON SAVANNAH ROAD TO STATION
 DI0959'ON LEFT.
 DI0959'
 DI0959'THE STATION IS LOCATED 25.0 FEET (7.62 M) NORTHWEST OF THE CENTERLINE
 DI0959'OF SAVANNAH ROAD, 47 FEET (14.33 M) NORTH-NORTHWEST OF DRAWBRIDGE
 DI0959'TRAFFIC SIGNAL, AND 5.4 FEET (1.65 M) NORTHWEST OF THE BACK EDGE OF A
 DI0959'CONCRETE SIDEWALK.  THE STATION IS A CENTER PUNCHED BRONZE DISK SET IN
 DI0959'A 1 FOOT (30 CM) DIAMETER CONCRETE POST.
 DI0959
 DI0959                          STATION RECOVERY (2012)
 DI0959
 DI0959'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DI0959'RECOVERED IN GOOD CONDITION.
 DI0959
 DI0959                          STATION RECOVERY (2015)
 DI0959
 DI0959'RECOVERY NOTE BY RODGERS CONSULTING INC 2015 (JMB)
 DI0959'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1380 ***********************************************************************
 HU1380  DESIGNATION -  RIVER
 HU1380  PID         -  HU1380
 HU1380  STATE/COUNTY-  DE/SUSSEX
 HU1380  COUNTRY     -  US
 HU1380  USGS QUAD   -  BETHANY BEACH (2016)
 HU1380
 HU1380                         *CURRENT SURVEY CONTROL
 HU1380  ______________________________________________________________________
 HU1380* NAD 83(1991) POSITION- 38 36 55.26799(N) 075 07 12.88757(W)   ADJUSTED
 HU1380* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 HU1380  ______________________________________________________________________
 HU1380  GEOID HEIGHT    -        -35.733 (meters)                     GEOID18
 HU1380  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 HU1380  HORZ ORDER      -  SECOND
 HU1380
 HU1380.The horizontal coordinates were established by classical geodetic methods
 HU1380.and adjusted by the National Geodetic Survey in January 1992.
 HU1380
 HU1380.The orthometric height was scaled from a topographic map.
 HU1380
 HU1380.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1380.GEOID18 height accuracy estimate available here.
 HU1380
 HU1380.Click photographs - Photos may exist for this station.
 HU1380
 HU1380.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1380
 HU1380. The following values were computed from the NAD 83(1991) position.
 HU1380
 HU1380;                    North         East     Units Scale Factor Converg.
 HU1380;SPC DE       -    68,346.853   225,816.152   MT  1.00000320   +0 11 06.0
 HU1380;SPC DE       -   224,234.63    740,865.16   sFT  1.00000320   +0 11 06.0
 HU1380;UTM  18      - 4,274,100.071   489,531.499   MT  0.99960135   -0 04 30.2
 HU1380
 HU1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1380!SPC DE       -   1.00000533  x   1.00000320  =   1.00000853
 HU1380!UTM  18      -   1.00000533  x   0.99960135  =   0.99960668
 HU1380
 HU1380:                Primary Azimuth Mark                     Grid Az
 HU1380:SPC DE       -  INDIAN                                   166 11 14.2
 HU1380:UTM  18      -  INDIAN                                   166 26 50.4
 HU1380
 HU1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8953174100(NAD 83)
 HU1380
 HU1380|---------------------------------------------------------------------|
 HU1380| PID    Reference Object                     Distance      Geod. Az  |
 HU1380|                                                           dddmmss.s |
 HU1380| HU1379 WHITE HOUSE GREY ROOF S GABLE       369.141 METERS 03540     |
 HU1380| DC8351 RIVER RM 1                           14.105 METERS 04935     |
 HU1380| DC8352 RIVER RM 2                           12.785 METERS 09000     |
 HU1380| HU1393 BURTONS IS EAST HOUSE CHIMNEY       APPROX. 3.0 KM 0945631.3 |
 HU1380| HU1388 QUILLEN POINT FLAGPOLE              APPROX. 4.9 KM 1273706.4 |
 HU1380| HU1383 INDIAN                              APPROX. 2.9 KM 1662220.2 |
 HU1380| HU1419 HIGGINS HOUSE WEST CHIMNEY          APPROX. 1.1 KM 2581324.6 |
 HU1380|---------------------------------------------------------------------|
 HU1380
 HU1380                          SUPERSEDED SURVEY CONTROL
 HU1380
 HU1380  NAD 83(1986)-  38 36 55.25283(N)    075 07 12.90256(W) AD(       ) 2
 HU1380  NAD 27      -  38 36 54.84886(N)    075 07 14.24772(W) AD(       ) 2
 HU1380
 HU1380.Superseded values are not recommended for survey control.
 HU1380
 HU1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1380.See file dsdata.pdf to determine how the superseded data were derived.
 HU1380
 HU1380_MARKER: DS = TRIANGULATION STATION DISK
 HU1380_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HU1380_STAMPING: RIVER 1934
 HU1380_MARK LOGO: CGS
 HU1380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1380
 HU1380  HISTORY     - Date     Condition        Report By
 HU1380  HISTORY     - 1934     MONUMENTED       CGS
 HU1380  HISTORY     - 1943     GOOD             CGS
 HU1380  HISTORY     - 1954     MARK NOT FOUND   USGS
 HU1380  HISTORY     - 1962     SEE DESCRIPTION  CGS
 HU1380
 HU1380                          STATION DESCRIPTION
 HU1380
 HU1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1380'ON THE NW SHORE OF INDIAN RIVER BAY AND THE S SIDE OF
 HU1380'INDIAN RIVER NECK, ON THE SECOND PROMINENT POINT OF LAND W
 HU1380'OF BURTON ISLAND.  THE STATION IS LOCATED ON THE SW SIDE OF
 HU1380'THE POINT 10 METERS N OF THE HIGHWATER LINE AND JUST W OF
 HU1380'THE HIGH CULTIVATED GROUND.  IT IS AT THE NORTHERN EXTREMITY
 HU1380'OF A SMALL BARE SANDY AREA IN THE MARSH, AND ABOUT 300 METERS
 HU1380'W ALONG THE SHORE LINE FROM A LARGE WOODEN GARAGE USED BY
 HU1380'MEMBERS OF THE BURTON ISLAND GUN CLUB.  A LARGE MARSHY AREA
 HU1380'LIES TO THE NW OF THE STATION.
 HU1380'
 HU1380'SURFACE MARK IS A STANDARD BRONZE DISK IN A TILE.
 HU1380'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET
 HU1380'IN CONCRETE.  REFERENCE MARKS ARE  STANDARD BRONZE DISK SET
 HU1380'IN CONCRETE, IN THE TOP OF A TILE.
 HU1380'
 HU1380'THE STATION MAY BE REACHED BY EITHER LAND OR WATER, BUT
 HU1380'IS BEST APPROACHED FROM THE WATER.
 HU1380
 HU1380                          STATION RECOVERY (1943)
 HU1380
 HU1380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1380'RECOVERED AS DESCRIBED, EXCEPT FOR THE FOLLOWING DISCREPANCIES--
 HU1380'
 HU1380'1.  REFERENCE MARK 1 IS 46.26 FEET OR 14.100 METERS NE OF
 HU1380'THE STATION.
 HU1380'
 HU1380'2.  REFERENCE MARK 2 IS 41.95 FEET OR 12.785 METERS E OF
 HU1380'THE STATION.
 HU1380'
 HU1380'3.  REFERENCE MARK 1 TO REFERENCE MARK 2 IS 30.71 FEET OR
 HU1380'9.360 METERS.
 HU1380'
 HU1380'4.  THE GARAGE DESCRIBED HAS BEEN DESTROYED.
 HU1380'
 HU1380'5.  THE STATION IS NOW 7 METERS FROM HIGH-WATER LINE.
 HU1380
 HU1380                          STATION RECOVERY (1954)
 HU1380
 HU1380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 HU1380'THE CONCRETE FILLED PIECE OF TILE WHICH HELD THE SURFACE
 HU1380'MARKER WAS LYING ON ITS SIDE IN THE EDGE OF THE
 HU1380'WATER.  CONSIDERABLE BEACH EROSION IN AREA SO THAT DESCRIPTION
 HU1380'HARDLY APPLIES ANYMORE.  THERE IS A POSSIBILITY THAT ALL
 HU1380'SURFACE MARKS MAY HAVE BEEN WASHED AWAY.
 HU1380'
 HU1380'REFERENCE MARKS COULD NOT BE FOUND.
 HU1380
 HU1380                          STATION RECOVERY (1962)
 HU1380
 HU1380'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1380'(NO OBSERVATIONS WERE MADE AT THIS STATION ON THIS DATE).
 HU1380'
 HU1380'THE STATION SURFACE MARK HAS BEEN DESTROYED, NO EVIDENCE
 HU1380'OF THE SURFACE MONUMENT WAS RECOVERED.  THE SUB-SURFACE MARK WAS
 HU1380'RECOVERED IN GOOD CONDITION.  IT IS NOW LOCATED ABOUT 12.0
 HU1380'FEET SOUTH OF THE SHORE LINE AND IS ONLY VISIBLE AT LOW TIDE.
 HU1380'
 HU1380'REFERENCE MARK 1 WAS RECOVERED AND IN GOOD CONDITION.  IT IS
 HU1380'NOW LOCATED AT THE HIGH WATER LINE AND IS ABOUT 6 INCHES BELOW
 HU1380'THE GROUND SURFACE.  IT IS 4.0 FEET NORTH OF THE SHORE LINE,
 HU1380'104.6 FEET WEST OF A STANDARD METAL WITNESS POST AND MARKER
 HU1380'AND 101.96 FEET SOUTHWEST OF TRIANGULATION STATION RIVER 2 1962.
 HU1380'
 HU1380'RIVER 2 1962 WAS ESTABLISHED 44.3597 METERS NORTHEAST OF
 HU1380'THIS STATION.
 HU1380'
 HU1380'THE PROPERTY IS NOW OWNED BY THE L.P. FAUCETT INC. OF
 HU1380'GEORGETOWN, DELAWARE.
 HU1380'
 HU1380'THE DESCRIPTION WAS FOUND TO BE ADEQUATE.
 HU1380'
 HU1380'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1378 ***********************************************************************
 HU1378  DESIGNATION -  RIVER 2
 HU1378  PID         -  HU1378
 HU1378  STATE/COUNTY-  DE/SUSSEX
 HU1378  COUNTRY     -  US
 HU1378  USGS QUAD   -  BETHANY BEACH (2016)
 HU1378
 HU1378                         *CURRENT SURVEY CONTROL
 HU1378  ______________________________________________________________________
 HU1378* NAD 83(1991) POSITION- 38 36 55.85886(N) 075 07 11.21579(W)   ADJUSTED
 HU1378* NAVD 88 ORTHO HEIGHT -     1.1   (meters)        4.    (feet) VERTCON3
 HU1378  ______________________________________________________________________
 HU1378  GEOID HEIGHT    -        -35.732 (meters)                     GEOID18
 HU1378  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 HU1378  HORZ ORDER      -  SECOND
 HU1378
 HU1378.The horizontal coordinates were established by classical geodetic methods
 HU1378.and adjusted by the National Geodetic Survey in January 1992.
 HU1378
 HU1378.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1378
 HU1378.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1378.GEOID18 height accuracy estimate available here.
 HU1378
 HU1378.Click photographs - Photos may exist for this station.
 HU1378
 HU1378.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1378
 HU1378. The following values were computed from the NAD 83(1991) position.
 HU1378
 HU1378;                    North         East     Units Scale Factor Converg.
 HU1378;SPC DE       -    68,365.203   225,856.538   MT  1.00000323   +0 11 07.0
 HU1378;SPC DE       -   224,294.84    740,997.66   sFT  1.00000323   +0 11 07.0
 HU1378;UTM  18      - 4,274,118.230   489,571.951   MT  0.99960134   -0 04 29.1
 HU1378
 HU1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1378!SPC DE       -   1.00000544  x   1.00000323  =   1.00000867
 HU1378!UTM  18      -   1.00000544  x   0.99960134  =   0.99960678
 HU1378
 HU1378:                Primary Azimuth Mark                     Grid Az
 HU1378:SPC DE       -  MASSEY                                   053 23 44.5
 HU1378:UTM  18      -  MASSEY                                   053 39 20.6
 HU1378
 HU1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8957174118(NAD 83)
 HU1378
 HU1378|---------------------------------------------------------------------|
 HU1378| PID    Reference Object                     Distance      Geod. Az  |
 HU1378|                                                           dddmmss.s |
 HU1378| HU1382 MASSEY                              APPROX. 1.8 KM 0533451.5 |
 HU1378| HU1380 RIVER                                44.359 METERS 24545     |
 HU1378| DC8351 RIVER RM 1                           31.078 METERS 25302     |
 HU1378| DC8354 RIVER 2 RM 4                         11.950 METERS 26118     |
 HU1378| DC8353 RIVER 2 RM 3                         13.277 METERS 34944     |
 HU1378|---------------------------------------------------------------------|
 HU1378
 HU1378                          SUPERSEDED SURVEY CONTROL
 HU1378
 HU1378  NAD 83(1986)-  38 36 55.84355(N)    075 07 11.23113(W) AD(       ) 2
 HU1378  NAD 27      -  38 36 55.43976(N)    075 07 12.57596(W) AD(       ) 2
 HU1378  NGVD 29 (07/19/86)    1.3    (m)            4.     (f) VERT ANG       
 HU1378
 HU1378.Superseded values are not recommended for survey control.
 HU1378
 HU1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1378.See file dsdata.pdf to determine how the superseded data were derived.
 HU1378
 HU1378_MARKER: DS = TRIANGULATION STATION DISK
 HU1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1378_STAMPING: RIVER 2 1962
 HU1378_MARK LOGO: CGS
 HU1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1378+STABILITY: SURFACE MOTION
 HU1378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1378+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2009
 HU1378
 HU1378  HISTORY     - Date     Condition        Report By
 HU1378  HISTORY     - 1962     MONUMENTED       CGS
 HU1378  HISTORY     - 20090709 GOOD             INDIV
 HU1378
 HU1378                          STATION DESCRIPTION
 HU1378
 HU1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1378'THE STATION IS LOCATED ON THE NORTHWEST SHORE OF INDIAN
 HU1378'RIVER BAY AND THE SOUTH SIDE OF INDIAN RIVER NECK, ON THE
 HU1378'SECOND PROMINENT POINT OF LAND WEST OF BURTON ISLAND, 3.0
 HU1378'MILES WEST-SOUTHWEST OF MASSEY LANDING, 6-1/2 MILES
 HU1378'WEST-NORTHWEST OF INDIAN RIVER INLET BRIDGE AND ON PROPERTY
 HU1378'OWNED BY THE L.P. FAUCETT INC. OF GEORGETOWN, DELAWARE.
 HU1378'
 HU1378'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14
 HU1378'AND 18 ABOUT 2.0 MILES SOUTHWEST OF LEWES, GO SOUTHEAST
 HU1378'ON STATE HIGHWAY 14 FOR 2.4 MILES TO THE JUNCTION OF STATE
 HU1378'HIGHWAY 24, TURN RIGHT, GO WEST ON STATE HIGHWAY 24 FOR 7.5
 HU1378'MILES TO THE JUNCTION OF STATE HIGHWAY 5, TURN LEFT, GO
 HU1378'EAST ON A MACADAM ROAD FOR 4.65 MILES TO A PRIVATE FARM LANE ON
 HU1378'THE RIGHT, TURN RIGHT, GO SOUTH ON THE FARM ROAD FOR 0.45 MILE
 HU1378'TO BUILDINGS, TURN LEFT IN FRONT OF THE HOUSE THROUGH A GATE
 HU1378'AND FOLLOW A FIELD ROAD EAST AND SOUTH FOR 0.25 MILE TO THE
 HU1378'SHORE LINE, TURN RIGHT, GO WEST FOR 0.15 MILE TO THE
 HU1378'SOUTHWEST CORNER OF A CULTIVATED FIELD AND THE STATION AS
 HU1378'DESCRIBED.
 HU1378'
 HU1378'THE STATION MARK IS A STANDARD DISK STAMPED RIVER 2 1962,
 HU1378'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1
 HU1378'INCH ABOVE THE GROUND SURFACE.  IT IS 4.15 FEET SOUTH-SOUTHWEST
 HU1378'OF A STANDARD METAL WITNESS POST AND MARKER, 36.3 FEET
 HU1378'SOUTH-SOUTHEAST OF A 6-INCH TRIANGULAR BLAZED PINE TREE AND 37.0
 HU1378'FEET NORTH OF THE HIGH WATER LINE.
 HU1378'
 HU1378'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RIVER NO 1 1934,
 HU1378'SET IN TOP OF TILE WHICH IS ABOUT 6 INCHES BELOW THE GROUND
 HU1378'SURFACE.  IT IS 4.0 FEET NORTH OF THE NORTH EDGE OF THE SHORE
 HU1378'LINE AND 104.6 FEET WEST OF THE WITNESS POST AND MARKER.
 HU1378'
 HU1378'REFERENCE MARK 3 IS A STANDARD DISK STAMPED RIVER 2 NO 3 1962,
 HU1378'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE
 HU1378'THE GROUND SURFACE.  IT IS 7.9 FEET NORTH-NORTHEAST OF A 6-INCH
 HU1378'PINE TREE, 18.0 FEET WEST OF THE WEST EDGE OF A CULTIVATED
 HU1378'FIELD, 40.0 FEET NORTH-NORTHWEST OF THE WITNESS POST AND 80.0
 HU1378'FEET NORTH OF THE HIGH WATER LINE.
 HU1378'
 HU1378'REFERENCE MARK 4 IS A STANDARD DISK STAMPED RIVER 2 NO 4 1962,
 HU1378'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 HU1378'INCHES ABOVE THE GROUND SURFACE.  IT IS 24.0 FEET NORTH OF
 HU1378'THE HIGH WATER LINE, 31.0 FEET WEST OF THE WITNESS POST, 52.0
 HU1378'FEET SOUTHWEST OF THE 6-INCH PINE TREE AND 68.0 FEET WEST OF
 HU1378'THE WEST EDGE OF THE CULTIVATED FIELD.
 HU1378'
 HU1378'RIVER 1934 IS A STANDARD DISK STAMPED RIVER 1934, SET IN A
 HU1378'6-INCH CONCRETE CYLINDER.  THIS MARK WAS FORMERLY A SUB-SURFACE
 HU1378'STATION MARK FOR RIVER 1934.  IT IS NOW LOCATED ABOUT 12.0
 HU1378'FEET SOUTH OF THE SHORE LINE AND IS ONLY VISIBLE AT LOW TIDE.
 HU1378'
 HU1378'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HU1378
 HU1378                          STATION RECOVERY (2009)
 HU1378
 HU1378'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (ZSW)
 HU1378'PROPERTY IS NOW OWNED BY DELAWARE NATURAL RESOURCES AND ENVIRONMENTAL
 HU1378'CONTROL AND THERE IS A LOCKED GATE AT THE PUBLIC ROAD.  ALL OF THE
 HU1378'BUILDINGS ARE GONE AND THE MARK IS NOW ON THE BEACH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3534 ***********************************************************************
 JU3534  DESIGNATION -  ROBINSON
 JU3534  PID         -  JU3534
 JU3534  STATE/COUNTY-  DE/KENT
 JU3534  COUNTRY     -  US
 JU3534  USGS QUAD   -  MILLINGTON (2016)
 JU3534
 JU3534                         *CURRENT SURVEY CONTROL
 JU3534  ______________________________________________________________________
 JU3534* NAD 83(1991) POSITION- 39 16 17.30438(N) 075 45 26.54696(W)   ADJUSTED
 JU3534* NAVD 88 ORTHO HEIGHT -    20.0   (meters)       66.    (feet) VERTCON3
 JU3534  ______________________________________________________________________
 JU3534  GEOID HEIGHT    -        -33.728 (meters)                     GEOID18
 JU3534  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC18
 JU3534  HORZ ORDER      -  SECOND
 JU3534
 JU3534.The horizontal coordinates were established by classical geodetic methods
 JU3534.and adjusted by the National Geodetic Survey in January 1992.
 JU3534
 JU3534.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3534
 JU3534.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3534.GEOID18 height accuracy estimate available here.
 JU3534
 JU3534.Click photographs - Photos may exist for this station.
 JU3534
 JU3534.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3534
 JU3534. The following values were computed from the NAD 83(1991) position.
 JU3534
 JU3534;                    North         East     Units Scale Factor Converg.
 JU3534;SPC DE       -   141,199.052   170,598.962   MT  1.00000564   -0 12 56.4
 JU3534;SPC DE       -   463,250.56    559,706.76   sFT  1.00000564   -0 12 56.4
 JU3534;SPC MD       -   178,873.284   507,225.519   MT  0.99997364   +0 46 47.7
 JU3534;SPC MD       -   586,853.43  1,664,122.39   sFT  0.99997364   +0 46 47.7
 JU3534;UTM  18      - 4,347,176.320   434,668.609   MT  0.99965255   -0 28 46.0
 JU3534
 JU3534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3534!SPC DE       -   1.00000216  x   1.00000564  =   1.00000780
 JU3534!SPC MD       -   1.00000216  x   0.99997364  =   0.99997580
 JU3534!UTM  18      -   1.00000216  x   0.99965255  =   0.99965471
 JU3534
 JU3534:                Primary Azimuth Mark                     Grid Az
 JU3534:SPC DE       -  ROBINSON AZIMUTH MARK                    103 46 23.1
 JU3534:SPC MD       -  ROBINSON AZIMUTH MARK                    102 46 39.0
 JU3534:UTM  18      -  ROBINSON AZIMUTH MARK                    104 02 12.7
 JU3534
 JU3534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3466847176(NAD 83)
 JU3534
 JU3534|---------------------------------------------------------------------|
 JU3534| PID    Reference Object                     Distance      Geod. Az  |
 JU3534|                                                           dddmmss.s |
 JU3534| CB2945 ROBINSON RM 1                        12.902 METERS 07253     |
 JU3534| JU3434 ROBINSON AZIMUTH MARK               APPROX. 0.8 KM 1033326.7 |
 JU3534| CB2946 ROBINSON RM 2                        18.437 METERS 11511     |
 JU3534| JU3535 BDY MON 56 DEL MD                   115.461 METERS 32622     |
 JU3534|---------------------------------------------------------------------|
 JU3534
 JU3534                          SUPERSEDED SURVEY CONTROL
 JU3534
 JU3534  NAD 83(1986)-  39 16 17.29584(N)    075 45 26.55630(W) AD(       ) 2
 JU3534  NAD 27      -  39 16 16.89730(N)    075 45 27.79860(W) AD(       ) 2
 JU3534  NGVD 29 (07/19/86)   20.2    (m)           66.     (f) VERT ANG       
 JU3534
 JU3534.Superseded values are not recommended for survey control.
 JU3534
 JU3534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3534.See file dsdata.pdf to determine how the superseded data were derived.
 JU3534
 JU3534_MARKER: DS = TRIANGULATION STATION DISK
 JU3534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3534_STAMPING: ROBINSON 1961
 JU3534_MARK LOGO: CGS
 JU3534_PROJECTION: RECESSED 30 CENTIMETERS
 JU3534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3534+STABILITY: SURFACE MOTION
 JU3534
 JU3534  HISTORY     - Date     Condition        Report By
 JU3534  HISTORY     - 1961     MONUMENTED       CGS
 JU3534
 JU3534                          STATION DESCRIPTION
 JU3534
 JU3534'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3534'THE STATION IS LOCATED IN THE CENTER OF A FIELD ROAD, 4.5
 JU3534'MILES EAST-NORTHEAST OF MILLINGTON, MARYLAND, 6.0 MILES
 JU3534'NORTHWEST OF KENTON, DELAWARE AND ON PROPERTY OWNED BY
 JU3534'MR. JOHN T. ROBINSON.
 JU3534'
 JU3534'TO REACH THE STATION FROM THE CROSSROADS IN MILLINGTON,
 JU3534'MARYLAND, GO EAST ON STATE HIGHWAY 291 FOR 4.3 MILES TO THE
 JU3534'STATE LINE, CONTINUE EAST ON DELAWARE STATE HIGHWAY 6 FOR
 JU3534'0.65 MILE TO A GRAVELED ROAD LEFT, TURN LEFT AND GO NORTH ON
 JU3534'THE GRAVELED ROAD FOR 0.65 MILE TO THE AZIMUTH MARK ON THE
 JU3534'LEFT, CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.3 MILE TO
 JU3534'A FARM LANE ON THE LEFT, TURN LEFT AND GO WEST ON THE FARM
 JU3534'LANE FOR 0.15 MILE TO THE RESIDENCE OF MR. ROBINSON, TURN
 JU3534'RIGHT AND GO NORTH AROUND THE BARN AND THEN LEFT, WEST ON A
 JU3534'FIELD ROAD FOR 0.3 MILE TO A LONE WILD CHERRY TREE AND THE
 JU3534'STATION.
 JU3534'
 JU3534'THE STATION MARK IS A STANDARD DISK STAMPED ROBINSON 1961,
 JU3534'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS ABOUT 12
 JU3534'INCHES BELOW THE GROUND SURFACE.  IT IS 46.0 FEET EAST-SOUTHEAST
 JU3534'OF A 48-INCH CHERRY TREE, 45.0 FEET NORTHWEST OF A STANDARD
 JU3534'METAL WITNESS POST AND MARKER AND 41.3 FEET WEST OF A
 JU3534'NORTHWEST FENCE CORNER.
 JU3534'
 JU3534'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ROBINSON NO 1
 JU3534'1961, SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 JU3534'WITH THE GROUND SURFACE.  IT IS 1.0 FOOT NORTH OF THE FENCE
 JU3534'LINE, 1.0 FOOT EAST OF THE NORTHWEST FENCE CORNER AND 15.3 FEET
 JU3534'NORTH OF THE STANDARD METAL WITNESS POST AND MARKER.
 JU3534'
 JU3534'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ROBINSON NO 2
 JU3534'1961, SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 JU3534'WITH THE GROUND SURFACE.  IT IS LOCATED IN THE NORTH AND SOUTH
 JU3534'FENCE LINE, 25.2 FEET SOUTH OF THE STANDARD METAL WITNESS POST
 JU3534'AND MARKER AND 39.8 FEET SOUTH OF THE NORTHWEST FENCE CORNER.
 JU3534'
 JU3534'AZIMUTH MARK IS A STANDARD DISK STAMPED ROBINSON 1961, SET
 JU3534'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH 12 INCHES BELOW
 JU3534'THE GROUND SURFACE.  IT IS 2.5 FEET NORTHWEST OF A STANDARD
 JU3534'METAL WITNESS POST AND MARKER AND 25.8 FEET WEST OF THE
 JU3534'APPROXIMATE CENTER OF THE GRAVELED ROAD.
 JU3534'
 JU3534'BOUNDARY MONUMENT NO. 56 IS A 12 X 12 INCH GRANITE MONUMENT
 JU3534'WHICH PROJECTS ABOUT 24 INCHES ABOVE THE GROUND SURFACE.  THE
 JU3534'MONUMENT IS MARKED M AND P AND LEANS SLIGHTLY EAST.  VERY
 JU3534'SMALL CHIPS HAVE BEEN BROKEN OFF OF THE TOP EDGE OF THE
 JU3534'MONUMENT.  IT IS 1.0 FOOT EAST OF AN EAST AND WEST FENCE LINE
 JU3534'AND 10.0 FEET NORTH OF THE LARGEST TREE IN THE AREA.
 JU3534'
 JU3534'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3434 ***********************************************************************
 JU3434  DESIGNATION -  ROBINSON AZIMUTH MARK
 JU3434  PID         -  JU3434
 JU3434  STATE/COUNTY-  DE/KENT
 JU3434  COUNTRY     -  US
 JU3434  USGS QUAD   -  CLAYTON (2016)
 JU3434
 JU3434                         *CURRENT SURVEY CONTROL
 JU3434  ______________________________________________________________________
 JU3434* NAD 83(1991) POSITION- 39 16 11.31093(N) 075 44 54.57771(W)   ADJUSTED
 JU3434* NAVD 88 ORTHO HEIGHT -    21.2   (meters)       70.    (feet) VERTCON3
 JU3434  ______________________________________________________________________
 JU3434  GEOID HEIGHT    -        -33.741 (meters)                     GEOID18
 JU3434  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 JU3434  HORZ ORDER      -  SECOND
 JU3434
 JU3434.The horizontal coordinates were established by classical geodetic methods
 JU3434.and adjusted by the National Geodetic Survey in January 1992.
 JU3434
 JU3434.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3434
 JU3434.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3434.GEOID18 height accuracy estimate available here.
 JU3434
 JU3434.Click photographs - Photos may exist for this station.
 JU3434
 JU3434.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3434
 JU3434. The following values were computed from the NAD 83(1991) position.
 JU3434
 JU3434;                    North         East     Units Scale Factor Converg.
 JU3434;SPC DE       -   141,011.373   171,364.608   MT  1.00000509   -0 12 36.1
 JU3434;SPC DE       -   462,634.81    562,218.72   sFT  1.00000509   -0 12 36.1
 JU3434;SPC MD       -   178,698.942   507,994.286   MT  0.99997344   +0 47 07.8
 JU3434;SPC MD       -   586,281.45  1,666,644.59   sFT  0.99997344   +0 47 07.8
 JU3434;UTM  18      - 4,346,985.186   435,433.112   MT  0.99965133   -0 28 25.7
 JU3434
 JU3434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3434!SPC DE       -   1.00000197  x   1.00000509  =   1.00000706
 JU3434!SPC MD       -   1.00000197  x   0.99997344  =   0.99997541
 JU3434!UTM  18      -   1.00000197  x   0.99965133  =   0.99965330
 JU3434
 JU3434:                Primary Azimuth Mark                     Grid Az
 JU3434:SPC DE       -  KENT AZIMUTH MARK                        164 59 43.6
 JU3434:SPC MD       -  KENT AZIMUTH MARK                        163 59 59.7
 JU3434:UTM  18      -  KENT AZIMUTH MARK                        165 15 33.2
 JU3434
 JU3434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3543346985(NAD 83)
 JU3434
 JU3434|---------------------------------------------------------------------|
 JU3434| PID    Reference Object                     Distance      Geod. Az  |
 JU3434|                                                           dddmmss.s |
 JU3434| JU3433 KENT AZIMUTH MARK                   APPROX. 1.0 KM 1644707.5 |
 JU3434|---------------------------------------------------------------------|
 JU3434
 JU3434                          SUPERSEDED SURVEY CONTROL
 JU3434
 JU3434  NAD 83(1986)-  39 16 11.30235(N)    075 44 54.58707(W) AD(       ) 2
 JU3434  NAD 27      -  39 16 10.90410(N)    075 44 55.83190(W) AD(       ) 2
 JU3434  NGVD 29 (07/19/86)   21.4    (m)           70.     (f) VERT ANG       
 JU3434
 JU3434.Superseded values are not recommended for survey control.
 JU3434
 JU3434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3434.See file dsdata.pdf to determine how the superseded data were derived.
 JU3434
 JU3434_MARKER: DZ = AZIMUTH MARK DISK
 JU3434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3434_STAMPING: ROBINSON 1961
 JU3434_MARK LOGO: CGS
 JU3434_PROJECTION: RECESSED 30 CENTIMETERS
 JU3434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3434+STABILITY: SURFACE MOTION
 JU3434
 JU3434  HISTORY     - Date     Condition        Report By
 JU3434  HISTORY     - 1961     MONUMENTED       CGS
 JU3434  HISTORY     - 20120322 MARK NOT FOUND   DELCOS
 JU3434
 JU3434                          STATION DESCRIPTION
 JU3434
 JU3434'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3434'(THERE WERE NO REFERENCE MARKS TAKEN AT THIS STATION).
 JU3434'
 JU3434'THE STATION IS LOCATED ABOUT 6.0 MILES NORTHWEST OF KENTON
 JU3434'DELAWARE, 4-1/2 MILES EAST-NORTHEAST OF MILLINGTON MARYLAND
 JU3434'AND ON PROPERTY OWNED BY MR. JOHN T. ROBINSON WHO GAVE PERMISSION.
 JU3434'
 JU3434'TO REACH THE STATION FROM THE CROSSROADS IN MILLINGTON
 JU3434'MARYLAND, GO EASTERLY ON STATE HIGHWAY 291 FOR 4.3 MILES TO
 JU3434'THE STATE LINE, CONTINUE EASTERLY ON DELAWARE STATE HIGHWAY
 JU3434'6 FOR 0.65 MILE TO A SIDE ROAD LEFT, TURN LEFT NORTHERLY ON
 JU3434'GRAVELED ROAD FOR 0.65 MILE TO THE STATION ON THE LEFT.
 JU3434'
 JU3434'AZIMUTH MARK, IS A STANDARD DISK SET IN THE TOP OF A
 JU3434'10 X 10 INCH CONCRETE MONUMENT WHICH IS ABOUT 12 INCHES BELOW
 JU3434'THE SURFACE OF THE GROUND, STAMPED ROBINSON 1961.  IT IS
 JU3434'25.8 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD
 JU3434'AND 2.5 FEET NORTHWEST OF A STANDARD METAL WITNESS POST AND
 JU3434'MARKER.
 JU3434'
 JU3434'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU3434
 JU3434                          STATION RECOVERY (2012)
 JU3434
 JU3434'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU3434'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1450 ***********************************************************************
 HU1450  DESIGNATION -  RODGERS 2
 HU1450  PID         -  HU1450
 HU1450  STATE/COUNTY-  DE/SUSSEX
 HU1450  COUNTRY     -  US
 HU1450  USGS QUAD   -  ASSAWOMAN BAY (2016)
 HU1450
 HU1450                         *CURRENT SURVEY CONTROL
 HU1450  ______________________________________________________________________
 HU1450* NAD 83(1991) POSITION- 38 28 10.53866(N) 075 04 47.77471(W)   ADJUSTED
 HU1450* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 HU1450  ______________________________________________________________________
 HU1450  GEOID HEIGHT    -        -35.887 (meters)                     GEOID18
 HU1450  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 HU1450  HORZ ORDER      -  THIRD
 HU1450
 HU1450.The horizontal coordinates were established by classical geodetic methods
 HU1450.and adjusted by the National Geodetic Survey in January 1992.
 HU1450
 HU1450.The orthometric height was scaled from a topographic map.
 HU1450
 HU1450.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1450.GEOID18 height accuracy estimate available here.
 HU1450
 HU1450.Click photographs - Photos may exist for this station.
 HU1450
 HU1450.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1450
 HU1450. The following values were computed from the NAD 83(1991) position.
 HU1450
 HU1450;                    North         East     Units Scale Factor Converg.
 HU1450;SPC DE       -    52,178.836   229,386.060   MT  1.00000563   +0 12 34.1
 HU1450;SPC DE       -   171,190.06    752,577.43   sFT  1.00000563   +0 12 34.1
 HU1450;SPC MD       -    90,890.242   567,546.186   MT  0.99997483   +1 12 18.3
 HU1450;SPC MD       -   298,195.74  1,862,024.45   sFT  0.99997483   +1 12 18.3
 HU1450;UTM  18      - 4,257,922.573   493,026.697   MT  0.99960060   -0 02 59.0
 HU1450
 HU1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1450!SPC DE       -   1.00000535  x   1.00000563  =   1.00001098
 HU1450!SPC MD       -   1.00000535  x   0.99997483  =   0.99998018
 HU1450!UTM  18      -   1.00000535  x   0.99960060  =   0.99960595
 HU1450
 HU1450:                Primary Azimuth Mark                     Grid Az
 HU1450:SPC DE       -  FENWICK ID LSS TWR                       075 42 26.9
 HU1450:SPC MD       -  FENWICK ID LSS TWR                       074 42 42.7
 HU1450:UTM  18      -  FENWICK ID LSS TWR                       075 58 00.0
 HU1450
 HU1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9302657922(NAD 83)
 HU1450
 HU1450|---------------------------------------------------------------------|
 HU1450| PID    Reference Object                     Distance      Geod. Az  |
 HU1450|                                                           dddmmss.s |
 HU1450| HU1486 FENWICK ID LSS TWR                  APPROX. 2.6 KM 0755501.0 |
 HU1450| HU1445 KIRKLINS HOTEL CHIMNEY              APPROX. 3.3 KM 1270958.8 |
 HU1450| HU1451 BENNETTS EAST CHIMNEY               APPROX. 1.9 KM 1400749.0 |
 HU1450| DC8355 RODGERS 2 RM                         81.450 METERS 35657     |
 HU1450|---------------------------------------------------------------------|
 HU1450
 HU1450                          SUPERSEDED SURVEY CONTROL
 HU1450
 HU1450  NAD 83(1986)-  38 28 10.52089(N)    075 04 47.79756(W) AD(       ) 3
 HU1450  NAD 27      -  38 28 10.11982(N)    075 04 49.14768(W) AD(       ) 3
 HU1450  USSD        -  38 28 10.39200(N)    075 04 48.92400(W) AD(       ) 3
 HU1450
 HU1450.Superseded values are not recommended for survey control.
 HU1450
 HU1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1450.See file dsdata.pdf to determine how the superseded data were derived.
 HU1450
 HU1450_MARKER: DS = TRIANGULATION STATION DISK
 HU1450_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HU1450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1450
 HU1450  HISTORY     - Date     Condition        Report By
 HU1450  HISTORY     - 1909     MONUMENTED       CGS
 HU1450  HISTORY     - 1929     MARK NOT FOUND   CGS
 HU1450  HISTORY     - 1934     GOOD             CGS
 HU1450  HISTORY     - 1942     MARK NOT FOUND   CGS
 HU1450  HISTORY     - 1962     MARK NOT FOUND   CGS
 HU1450  HISTORY     - 1962     MARK NOT FOUND   CGS
 HU1450
 HU1450                          STATION DESCRIPTION
 HU1450
 HU1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (ES)
 HU1450'SW OF LITTLE ASSAWOMAN BAY, IN A CULTIVATED FIELD, ON THE PROPERTY
 HU1450'OF E.H. DERICKSON.  NO SURFACE MARK WAS PLACED.  THE
 HU1450'SUB-SURFACE MARK IS A STANDARD BRONZE DISK SET IN CEMENT
 HU1450'NEARLY 3 FEET BELOW THE SURFACE OF THE GROUND.  REFERENCE
 HU1450'MARK IS A CEMENT POST 8 INCHES SQUARE WITH BOTTLE IN
 HU1450'CENTER.  IT IS NEAR THE SW CORNER OF THE BARNYARD FENCE ON
 HU1450'THE PROPERTY OF J.E. DERICKSON AND IS 81.45 METERS (267.2
 HU1450'FEET) FROM THE STATION N 3 DEG 04 MIN W.
 HU1450
 HU1450                          STATION RECOVERY (1929)
 HU1450
 HU1450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (CFE)
 HU1450'STATION NOT RECOVERED.  REFERENCE MARK RECOVERED 11.6 METERS
 HU1450'FROM THE SW CORNER OF THE BARN AND 40.1 METERS FROM THE SE
 HU1450'CORNER OF THE HOUSE.
 HU1450
 HU1450                          STATION RECOVERY (1934)
 HU1450
 HU1450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1450'STATION AND REFERENCE MARK RECOVERED IN GOOD
 HU1450'CONDITION.  DESCRIPTION SHOULD READ AS FOLLOWS--
 HU1450'
 HU1450'LOCATED NEAR BAYVILLE, DELAWARE, ON FARM OF E.H. DERICKSON IN A
 HU1450'CULTIVATED FIELD ON THE W SIDE OF LITTLE ASSAWOMAN BAY.  THE
 HU1450'STATION IS A STANDARD DISK SET IN CEMENT 3 FEET BELOW THE
 HU1450'SURFACE OF THE GROUND AND HAS NO SURFACE-STATION MARK.  THE
 HU1450'SINGLE REFERENCE MARK IS A CEMENT POST 8 INCHES SQUARE WITH
 HU1450'BOTTLE FOR CENTER.  BOTH MARKS ARE IN THE NW PART OF THE
 HU1450'CULTIVATED FIELD NEAR THE FARMHOUSE AND BARN OF J.E. DERICKSON,
 HU1450'WHICH ARE SEPARATED FROM THE FIELD BY A WAGON
 HU1450'ROAD.  THE REFERENCE MARK IS NEAR THE SW CORNER OF THE
 HU1450'BARNYARD FENCE, 11.6 METERS FROM THE SW CORNER OF THE BARN,
 HU1450'AND 40.1 METERS FROM THE SE CORNER OF THE FARMHOUSE.  TO RECOVER
 HU1450'THE STATION MARK, SET THEODOLITE OVER
 HU1450'REFERENCE MARK AND INITIALING ON FENWICK ISLAND
 HU1450'LIGHTHOUSE, MEASURE THE ANGLE S 43 DEG 01 MIN W IN A CLOCKWISE
 HU1450'DIRECTION.  THEN MEASURE FROM THE REFERENCE MARK 81.45 METERS
 HU1450'ALONG THIS LINE AND DIG FOR STATION.  THE
 HU1450'STATION MARK IS ALSO 90.65 METERS FROM THE SW CORNER OF
 HU1450'THE BARN.
 HU1450
 HU1450                          STATION RECOVERY (1942)
 HU1450
 HU1450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WDP)
 HU1450'THIS STATION WAS THOROUGHLY SEARCHED FOR BY TWO MEN FOR 1-1/2
 HU1450'HOURS, BUT NO TRACE OF IT COULD BE FOUND.  IT IS RECOMMENDED
 HU1450'THAT THIS STATION BE CLASSIFIED AS LOST.
 HU1450'
 HU1450'REFERENCE MARK NO. 1 WAS FOUND DESTROYED.
 HU1450
 HU1450                          STATION RECOVERY (1962)
 HU1450
 HU1450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WMR)
 HU1450'LOST.  THE AREA WAS SEARCHED BUT THE MARK COULD NOT BE
 HU1450'FOUND.  NONE OF THE REFERENCE POINTS COULD BE IDENTIFIED AND
 HU1450'THE MARK WAS BURIED 3 FEET UNDERGROUND.
 HU1450'
 HU1450'THIS STATION SHOULD BE CONSIDERED LOST.
 HU1450
 HU1450                          STATION RECOVERY (1962)
 HU1450
 HU1450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO)
 HU1450'THE STATION AND REFERENCE MARK WAS SEARCHED FOR BUT NOT
 HU1450'FOUND.  THE HOUSE, BARN AND BARN LOT FENCE USED AS REFERENCE
 HU1450'POINTS FOR THE STATION AND REFERENCE MARK ARE NO LONGER IN
 HU1450'EXISTANCE.  THE AREA HAS BEEN MADE INTO A FIELD AND PLACED
 HU1450'UNDER CULTIVATION AND THE REFERENCE MARK HAS PROBABLY BEEN
 HU1450'REMOVED FROM THE FIELD.  THE STATION MARK WAS PLACED ABOUT 3
 HU1450'FEET UNDERGROUND AND IS PROBABLY STILL IN PLACE BUT WITHOUT A
 HU1450'SINGLE REFERENCE POINT IT COULD NOT BE FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3640 ***********************************************************************
 JU3640  DESIGNATION -  RODNEY
 JU3640  PID         -  JU3640
 JU3640  STATE/COUNTY-  DE/NEW CASTLE
 JU3640  COUNTRY     -  US
 JU3640  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3640
 JU3640                         *CURRENT SURVEY CONTROL
 JU3640  ______________________________________________________________________
 JU3640* NAD 83(1991) POSITION- 39 45 04.57540(N) 075 33 54.41593(W)   ADJUSTED
 JU3640* NAVD 88 ORTHO HEIGHT -    30.    (meters)       98.    (feet) SCALED
 JU3640  ______________________________________________________________________
 JU3640  GEOID HEIGHT    -        -32.899 (meters)                     GEOID18
 JU3640  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 JU3640  HORZ ORDER      -  SECOND
 JU3640
 JU3640.The horizontal coordinates were established by classical geodetic methods
 JU3640.and adjusted by the National Geodetic Survey in January 1992.
 JU3640
 JU3640.The orthometric height was scaled from a topographic map.
 JU3640
 JU3640.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3640.GEOID18 height accuracy estimate available here.
 JU3640
 JU3640.Click photographs - Photos may exist for this station.
 JU3640
 JU3640.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3640
 JU3640. The following values were computed from the NAD 83(1991) position.
 JU3640
 JU3640;                    North         East     Units Scale Factor Converg.
 JU3640;SPC DE       -   194,423.633   187,277.565   MT  0.99999699   -0 05 41.7
 JU3640;SPC DE       -   637,871.54    614,426.48   sFT  0.99999699   -0 05 41.7
 JU3640;SPC NJ       -   102,442.769    58,724.687   MT  1.00000254   -0 40 52.1
 JU3640;SPC NJ       -   336,097.65    192,665.91   sFT  1.00000254   -0 40 52.1
 JU3640;UTM  18      - 4,400,303.994   451,587.198   MT  0.99962885   -0 21 40.9
 JU3640
 JU3640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3640!SPC DE       -   1.00000051  x   0.99999699  =   0.99999750
 JU3640!SPC NJ       -   1.00000051  x   1.00000254  =   1.00000305
 JU3640!UTM  18      -   1.00000051  x   0.99962885  =   0.99962936
 JU3640
 JU3640:                Primary Azimuth Mark                     Grid Az
 JU3640:SPC DE       -  CARR                                     057 23 25.9
 JU3640:SPC NJ       -  CARR                                     057 58 36.3
 JU3640:UTM  18      -  CARR                                     057 39 25.1
 JU3640
 JU3640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5158700303(NAD 83)
 JU3640
 JU3640|---------------------------------------------------------------------|
 JU3640| PID    Reference Object                     Distance      Geod. Az  |
 JU3640|                                                           dddmmss.s |
 JU3640| JU1458 CARR                                APPROX. 6.4 KM 0571744.2 |
 JU3640| JU3642 WILMINGTON VILLA MONTARAY TANK      APPROX. 5.9 KM 0653920.1 |
 JU3640| JU3237 AUBURN ATT MICROWAVE TOWER          APPROX.19.1 KM 0982746.3 |
 JU3640| JU3748 WILMINGTON SACRED HEART CHURCH      APPROX. 1.0 KM 1113122.3 |
 JU3640| JU3688 CHRISTINA RIVER N ENT LIGHT         APPROX. 5.9 KM 1271305.7 |
 JU3640| JU3259 DEEPWATER POINT REAR RANGE          APPROX. 8.4 KM 1325536.5 |
 JU3640| JU3693 CHRISTINA RIVER S ENT LIGHT         APPROX. 5.6 KM 1325658.5 |
 JU3640| JU3727 WILMINGTON PYRITES CO N STACK       APPROX. 4.3 KM 1400234.5 |
 JU3640| JU3678 AIRWAY BEACON 66A                   APPROX. 6.1 KM 1502252.0 |
 JU3640| JU3737 WILMINGTON ATLAS POWDER N TANK      APPROX. 6.7 KM 1622659.6 |
 JU3640| CB2948 RODNEY RM 1                          25.115 METERS 17422     |
 JU3640| JU3710 WILMINGTON RADIO STA WTUX MAST      APPROX. 3.7 KM 1761747.2 |
 JU3640| JU3718 WILMINGTON ARTESIAN CHECK TANK      APPROX. 4.9 KM 1843452.1 |
 JU3640| JU3717 WILMINGTON ARTESIAN BLACK TANK      APPROX. 4.9 KM 1844855.3 |
 JU3640| JU3714 WILMINGTON ST HOSP SILVER TANK      APPROX. 5.4 KM 1892953.3 |
 JU3640| JU3673 DELAWARE STATE HOSP TALLER TK       APPROX. 5.9 KM 1895302.8 |
 JU3640| JU3715 WILMINGTON STATE HOSP SMALL TK      APPROX. 6.0 KM 1895613.8 |
 JU3640| JU3720 NEW CASTLE AIRPORT AWY BCN 65       APPROX. 9.8 KM 1914826.7 |
 JU3640| JU3675 AIRPORT BCN CO APT WILMINGTON       APPROX. 8.9 KM 1982705.3 |
 JU3640| CB2949 RODNEY RM 2                          20.056 METERS 23043     |
 JU3640|---------------------------------------------------------------------|
 JU3640
 JU3640                          SUPERSEDED SURVEY CONTROL
 JU3640
 JU3640  NAD 83(1986)-  39 45 04.57084(N)    075 33 54.42254(W) AD(       ) 2
 JU3640  NAD 27      -  39 45 04.16200(N)    075 33 55.70100(W) AD(       ) 2
 JU3640
 JU3640.Superseded values are not recommended for survey control.
 JU3640
 JU3640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3640.See file dsdata.pdf to determine how the superseded data were derived.
 JU3640
 JU3640_MARKER: DS = TRIANGULATION STATION DISK
 JU3640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3640_STAMPING: RODNEY 1933
 JU3640_MARK LOGO: CGS
 JU3640_PROJECTION: FLUSH
 JU3640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3640+STABILITY: SURFACE MOTION
 JU3640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3640+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2004
 JU3640
 JU3640  HISTORY     - Date     Condition        Report By
 JU3640  HISTORY     - 1933     MONUMENTED       CGS
 JU3640  HISTORY     - 1958     GOOD             CGS
 JU3640  HISTORY     - 1965     GOOD             CGS
 JU3640  HISTORY     - 19971018 GOOD             USPSQD
 JU3640  HISTORY     - 20040114 GOOD             URS
 JU3640  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU3640
 JU3640                          STATION DESCRIPTION
 JU3640
 JU3640'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3640'THIS STATION IS ON CITY PROPERTY IN WILMINGTON, DELAWARE, AT THE
 JU3640'RODNEY RESERVOIR.
 JU3640'
 JU3640'STATION, AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 JU3640'CONCRETE AS DESCRIBED IN NOTES 1B, AND 7A.
 JU3640'
 JU3640'REFERENCE MARK NO.2 IS W OF THE STATION AND SET IN THE CONCRETE
 JU3640'SIDEWALK 6 INCHES SE FROM SW RAIL POST OF STEPS GOING UP TERRACE
 JU3640'FROM N-CLAYTON STREET.  THE MARK IS FLUSH WITH THE WALK.
 JU3640'
 JU3640'REFERENCE MARK NO.1 IS S OF THE STATION AND SET IN THE CONCRETE
 JU3640'SIDEWALK.  IT IS N OF LAMP POST 8 FEET AND 73 FEET SE OF STEPS
 JU3640'LEADING UP TERRACE FROM N-CLAYTON STREET.  THE MARK IS FLUSH
 JU3640'WITH THE WALK.
 JU3640'
 JU3640'TO REACH FROM DOWNTOWN WILMINGTON, GO W ON W-8TH STREET ABOUT
 JU3640'1 MILE FROM MARKET STREET TO TOP OF GRADE AT RESERVOIR, HERE
 JU3640'TAKE STREET ON W SIDE OF THE RESERVOIR (N-CLAYTON STREET) FOR
 JU3640'ONE BLOCK TO W-9TH STREET AND STATION.  STATION IS ON LOWER
 JU3640'TERRACE OF THE RESERVOIR AT THE CORNER OF N-CLAYTON AND W-9TH
 JU3640'STREETS.  THE MARK IS 31.6 FEET S OF STEPS (CONCRETE) AT N
 JU3640'CORNER OF TERRACE.  58.5 FEET NE OF CENTER OF SIDEWALK.  63.3
 JU3640'FEET E OF CONCRETE STEPS GOING UP TERRACE FROM N-CLAYTON STREET.
 JU3640'150 FEET N OF BRICK BUILDING.  THE MARK IS FLUSH WITH THE
 JU3640'GROUND.
 JU3640
 JU3640                          STATION RECOVERY (1958)
 JU3640
 JU3640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
 JU3640'STATION MARK AND REFERENCE MARK 1 AND 2 WERE FOUND TO BE IN GOOD
 JU3640'CONDITION.  THE OLD DESCRIPTION WAS FOUND TO BE INADEQUATE AND A
 JU3640'COMPLETE NEW DESCRIPTION FOLLOWS.
 JU3640'
 JU3640'STATION IS LOCATED ON WILMINGTON CITY PROPERTY, IN THE WESTERN
 JU3640'SECTION OF THE CITY, ABOUT 160 FEET NORTH OF THE WILMINGTON,
 JU3640'RODNEY RESERVOIR.
 JU3640'
 JU3640'REACHED FROM WEST-8TH AND MARKET STREETS INTERSECTION IN
 JU3640'WILMINGTON BY GOING WEST, ON WEST-8TH STREET FOR 1.0 MILE.  TURN
 JU3640'RIGHT, NORTH, AND FOLLOW NORTH-CLAYTON STREET FOR 1 BLOCK TO THE
 JU3640'STATION ON THE RIGHT.
 JU3640'
 JU3640'STATION MARK IS A STANDARD DISK, STAMPED RODNEY 1933, SET IN THE
 JU3640'TOP OF A CONCRETE CYLINDER MONUMENT WHICH IS FLUSH WITH THE GROUND
 JU3640'SURFACE.  IT IS 79 FEET SOUTH-SOUTHWEST OF WEST-9TH-STREET, 74 FEET
 JU3640'SOUTH-SOUTHEAST OF NORTH-CLAYTON STREET, 152 FEET NORTH OF THE
 JU3640'NORTHWEST CORNER OF THE RESERVOIR CONTROL BUILDING, 32 FEET
 JU3640'SOUTHEAST OF SOME CONCRETE TERRACE-STEPS LEADING DOWN TO THE
 JU3640'STREET.  THE SURFACE AND UNDERGROUND MARKS ARE DESCRIBED IN
 JU3640'NOTES 1B, 7A.
 JU3640'
 JU3640'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RODNEY NO 1 1933,
 JU3640'CEMENTED IN A DEPRESSION, IN THE TOP OF A CONCRETE SIDEWALK WHICH
 JU3640'IS FLUSH WITH THE GROUND SURFACE.  IT IS 71 FEET NORTH-NORTHWEST
 JU3640'OF THE NORTHWEST CORNER OF THE RESERVOIR CONTROL BUILDING, 140
 JU3640'FEET SOUTH-SOUTHWEST OF WEST-9TH STREET.
 JU3640'
 JU3640'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RODNEY NO 2 1933,
 JU3640'CEMENTED IN A DEPRESSION, IN THE TOP OF A CONCRETE SIDEWALK WHICH
 JU3640'IS FLUSH WITH THE GROUND SURFACE.  IT IS 1 FOOT SOUTH-SOUTHEAST OF
 JU3640'SOME CONCRETE TERRACE-STEPS LEADING DOWN TO THE STREET, 139 FEET
 JU3640'SOUTH-SOUTHWEST OF WEST-9TH STREET.
 JU3640'
 JU3640'THERE IS NO AZIMUTH MARK.
 JU3640'
 JU3640'MEASUREMENT FROM REFERENCE MARK 1 TO REFERENCE MARK 2 - 71.52
 JU3640'FT. 21.800 M.
 JU3640
 JU3640                          STATION RECOVERY (1965)
 JU3640
 JU3640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 JU3640'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 JU3640'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE FOR STATION
 JU3640'RECOVERY BUT COULD STAND IMPROVEMENT.  A COMPLETE NEW
 JU3640'DESCRIPTION FOLLOWS.
 JU3640'
 JU3640'THE STATION IS LOCATED ON CITY PROPERTY, AT THE RODNEY RESERVOIR
 JU3640'WHICH IS ON A HIGH HILL ABOUT 1 MILE WEST OF MARKET STREET, AT THE
 JU3640'CORNER OF WEST 9TH AND CLAYTON STREETS AND ON THE LOWER TERRACE
 JU3640'OF THE RESERVOIR PARK.  IT IS 63.3 FEET EAST-NORTHEAST OF THE
 JU3640'CENTER OF THE TOP STEP LEADING FROM CLAYTON STREET TO THE
 JU3640'TERRACE, 58.5 FEET NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 JU3640'THE PARK SIDEWALK AND 31.6 FEET SOUTH OF THE CENTER OF THE TOP
 JU3640'STEP AT THE NORTH CORNER OF THE TERRACE.  THE MONUMENT IS 2
 JU3640'INCHES UNDERGROUND AND THE DISK IS STAMPED RODNEY 1933.
 JU3640'(NOTE 1B, 7A)
 JU3640'
 JU3640'REFERENCE MARK NO. 1 IS 82.35 FEET SOUTH OF THE STATION, 77 FEET
 JU3640'NORTHWEST OF THE NORTH CORNER OF A BRICK PUMPHOUSE AND 1.6 FEET
 JU3640'NORTHEAST OF THE SOUTHWEST EDGE OF THE SIDEWALK.  THE DISK IS SET
 JU3640'IN A DRILLHOLE IN THE SIDEWALK AND IS STAMPED RODNEY NO. 1 1933.
 JU3640'
 JU3640'REFERENCE MARK NO. 2 IS 65.80 FEET WEST OF THE STATION, SET IN A
 JU3640'DRILLHOLE IN THE SIDEWALK AT THE TOP OF THE STEPS LEADING FROM
 JU3640'CLAYTON STREET.  IT IS 6 INCHES SOUTHEAST OF THE RAIL POST AT THE
 JU3640'SOUTHWEST EDGE OF THE STEPS AND THE DISK IS STAMPED RODNEY
 JU3640'NO 2 1933.
 JU3640
 JU3640                          STATION RECOVERY (1997)
 JU3640
 JU3640'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU3640'RECOVERED IN GOOD CONDITION.
 JU3640
 JU3640                          STATION RECOVERY (2004)
 JU3640
 JU3640'RECOVERY NOTE BY URS COMPANY 2004
 JU3640'RECOVERED IN GOOD CONDITION.
 JU3640
 JU3640                          STATION RECOVERY (2013)
 JU3640
 JU3640'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3640'LOCATED BEHIND A LOCKED GATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2569 ***********************************************************************
 JU2569  DESIGNATION -  ROGER
 JU2569  PID         -  JU2569
 JU2569  STATE/COUNTY-  DE/NEW CASTLE
 JU2569  COUNTRY     -  US
 JU2569  USGS QUAD   -  DELAWARE CITY (2016)
 JU2569
 JU2569                         *CURRENT SURVEY CONTROL
 JU2569  ______________________________________________________________________
 JU2569* NAD 83(1991) POSITION- 39 35 45.78655(N) 075 34 27.13565(W)   ADJUSTED
 JU2569* NAVD 88 ORTHO HEIGHT -     1.5   (meters)        5.    (feet) VERTCON3
 JU2569  ______________________________________________________________________
 JU2569  GEOID HEIGHT    -        -33.307 (meters)                     GEOID18
 JU2569  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 JU2569  HORZ ORDER      -  THIRD
 JU2569
 JU2569.The horizontal coordinates were established by classical geodetic methods
 JU2569.and adjusted by the National Geodetic Survey in January 1992.
 JU2569
 JU2569.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2569
 JU2569.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2569.GEOID18 height accuracy estimate available here.
 JU2569
 JU2569.Click photographs - Photos may exist for this station.
 JU2569
 JU2569.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2569
 JU2569. The following values were computed from the NAD 83(1991) position.
 JU2569
 JU2569;                    North         East     Units Scale Factor Converg.
 JU2569;SPC DE       -   177,191.311   186,468.380   MT  0.99999725   -0 06 01.5
 JU2569;SPC DE       -   581,335.16    611,771.68   sFT  0.99999725   -0 06 01.5
 JU2569;SPC NJ       -    85,219.499    57,739.517   MT  1.00000476   -0 41 05.0
 JU2569;SPC NJ       -   279,590.97    189,433.73   sFT  1.00000476   -0 41 05.0
 JU2569;UTM  18      - 4,383,081.950   450,698.342   MT  0.99962992   -0 21 57.6
 JU2569
 JU2569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2569!SPC DE       -   1.00000498  x   0.99999725  =   1.00000223
 JU2569!SPC NJ       -   1.00000498  x   1.00000476  =   1.00000974
 JU2569!UTM  18      -   1.00000498  x   0.99962992  =   0.99963490
 JU2569
 JU2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5069883081(NAD 83)
 JU2569
 JU2569                          SUPERSEDED SURVEY CONTROL
 JU2569
 JU2569  NAD 83(1986)-  39 35 45.77973(N)    075 34 27.14367(W) AD(       ) 3
 JU2569  NGVD 29 (06/08/88)    1.8    (m)            6.     (f) VERT ANG       
 JU2569
 JU2569.Superseded values are not recommended for survey control.
 JU2569
 JU2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2569.See file dsdata.pdf to determine how the superseded data were derived.
 JU2569
 JU2569_MARKER: DD = SURVEY DISK
 JU2569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2569_STAMPING: ROGER 1983
 JU2569_MARK LOGO: NOS
 JU2569_PROJECTION: FLUSH
 JU2569_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2569+STABILITY: SURFACE MOTION
 JU2569
 JU2569  HISTORY     - Date     Condition        Report By
 JU2569  HISTORY     - 1984     MONUMENTED       NOS
 JU2569  HISTORY     - 19970831 MARK NOT FOUND   USPSQD
 JU2569
 JU2569                          STATION DESCRIPTION
 JU2569
 JU2569'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2569'THE STATION IS LOCATED ON THE NORTHEAST END OF
 JU2569'PEA PATCH ISLAND IN DELAWARE RIVER.
 JU2569'
 JU2569'TO REACH THE STATION FROM THE MOUTH OF SALEM RIVER, GO BY BOAT
 JU2569'NORTHWEST 7.1 KM (4.4 MILES) TO THE NORTHEAST END OF PEA PATCH
 JU2569'ISLAND AND THE STATION ON THE SANDY SHORELINE.
 JU2569'
 JU2569'THE STATION IS A STANDARD NOS DISK
 JU2569'STAMPED---ROGER 1983---,
 JU2569'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 JU2569'FLUSH WITH GROUND.
 JU2569'IT IS LOCATED ABOUT
 JU2569'11 METERS (35 FT) WEST FROM THE HIGH WATER MARK, AND
 JU2569'1.8 METERS (6.0 FT) EAST FROM A STANDARD NOS WITNESS POST SIGN.
 JU2569'
 JU2569'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.52 METERS.
 JU2569
 JU2569                          STATION RECOVERY (1997)
 JU2569
 JU2569'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU2569'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1345 ***********************************************************************
 HU1345  DESIGNATION -  ROOSEVELT INLET RANGE REAR LT
 HU1345  PID         -  HU1345
 HU1345  STATE/COUNTY-  DE/SUSSEX
 HU1345  COUNTRY     -  US
 HU1345  USGS QUAD   -  LEWES (2016)
 HU1345
 HU1345                         *CURRENT SURVEY CONTROL
 HU1345  ______________________________________________________________________
 HU1345* NAD 83(1991) POSITION- 38 47 15.34717(N) 075 09 44.36645(W)   ADJUSTED
 HU1345* NAVD 88 ORTHO HEIGHT -     8.    (meters)       26.    (feet) VERTCON3
 HU1345  ______________________________________________________________________
 HU1345  GEOID HEIGHT    -        -35.609 (meters)                     GEOID18
 HU1345  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 HU1345  HORZ ORDER      -  THIRD
 HU1345
 HU1345.The horizontal coordinates were established by classical geodetic methods
 HU1345.and adjusted by the National Geodetic Survey in January 1992.
 HU1345
 HU1345.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1345
 HU1345.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1345.GEOID18 height accuracy estimate available here.
 HU1345
 HU1345.Click photographs - Photos may exist for this station.
 HU1345
 HU1345.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1345
 HU1345. The following values were computed from the NAD 83(1991) position.
 HU1345
 HU1345;                    North         East     Units Scale Factor Converg.
 HU1345;SPC DE       -    87,456.601   222,098.416   MT  1.00000101   +0 09 33.6
 HU1345;SPC DE       -   286,930.53    728,667.89   sFT  1.00000101   +0 09 33.6
 HU1345;UTM  18      - 4,293,218.871   485,902.147   MT  0.99960245   -0 06 06.1
 HU1345
 HU1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1345!SPC DE       -   1.00000431  x   1.00000101  =   1.00000532
 HU1345!UTM  18      -   1.00000431  x   0.99960245  =   0.99960676
 HU1345
 HU1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8590293218(NAD 83)
 HU1345
 HU1345                          SUPERSEDED SURVEY CONTROL
 HU1345
 HU1345  NAD 83(1986)-  38 47 15.33516(N)    075 09 44.37528(W) AD(       ) 3
 HU1345  NAD 27      -  38 47 14.93152(N)    075 09 45.71074(W) AD(       ) 3
 HU1345  NGVD 29 (06/04/92)    8.     (m)           26.     (f) VERT ANG       
 HU1345
 HU1345.Superseded values are not recommended for survey control.
 HU1345
 HU1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1345.See file dsdata.pdf to determine how the superseded data were derived.
 HU1345
 HU1345_MARKER: 13 = LIGHTHOUSE
 HU1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1345+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 HU1345
 HU1345  HISTORY     - Date     Condition        Report By
 HU1345  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU1345  HISTORY     - 1969     GOOD             CGS
 HU1345  HISTORY     - 20010218 GOOD             USPSQD
 HU1345  HISTORY     - 20120210 GOOD             DELCOS
 HU1345
 HU1345                          STATION DESCRIPTION
 HU1345
 HU1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1345'THE STATION IS THE CENTER OF THE LIGHT AT THE APEX AND CENTER
 HU1345'OF THE ROOSEVELT INLET RANGE LIGHT, SOUTH ONE OF FOUR.  LOCATED
 HU1345'ABOUT 400 YARDS SOUTH OF THE SOUTH END OF THE INLET IN THE
 HU1345'NORTHWEST SECTION OF LEWES, DELAWARE.  THE STRUCTURE IS A
 HU1345'4-STEEL LEGGED STRUCTURE WITH A WOOD FRAME BOX, WHICH HAS A
 HU1345'ROTATING LIGHT MOUNTED IN ITS TOP AND CENTER.  IT IS RED AND
 HU1345'WHITE WITH AN OVERALL HEIGHT OF APPROXIMATELY 25.0 FEET.
 HU1345
 HU1345                          STATION RECOVERY (1969)
 HU1345
 HU1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 HU1345'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 HU1345'IS ADEQUATE.
 HU1345
 HU1345                          STATION RECOVERY (2001)
 HU1345
 HU1345'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 HU1345'RECOVERED IN GOOD CONDITION.
 HU1345
 HU1345                          STATION RECOVERY (2012)
 HU1345
 HU1345'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU1345'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1364 ***********************************************************************
 HU1364  DESIGNATION -  ROUND
 HU1364  PID         -  HU1364
 HU1364  STATE/COUNTY-  DE/SUSSEX
 HU1364  COUNTRY     -  US
 HU1364  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU1364
 HU1364                         *CURRENT SURVEY CONTROL
 HU1364  ______________________________________________________________________
 HU1364* NAD 83(1991) POSITION- 38 40 41.35137(N) 075 04 16.03359(W)   ADJUSTED
 HU1364* NAVD 88 ORTHO HEIGHT -    18.6   (meters)       61.    (feet) VERTCON3
 HU1364  ______________________________________________________________________
 HU1364  GEOID HEIGHT    -        -35.692 (meters)                     GEOID18
 HU1364  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 HU1364  HORZ ORDER      -  SECOND
 HU1364
 HU1364.The horizontal coordinates were established by classical geodetic methods
 HU1364.and adjusted by the National Geodetic Survey in January 1992.
 HU1364
 HU1364.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1364
 HU1364.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1364.GEOID18 height accuracy estimate available here.
 HU1364
 HU1364.Click photographs - Photos may exist for this station.
 HU1364
 HU1364.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1364
 HU1364. The following values were computed from the NAD 83(1991) position.
 HU1364
 HU1364;                    North         East     Units Scale Factor Converg.
 HU1364;SPC DE       -    75,333.259   230,068.451   MT  1.00000613   +0 12 57.4
 HU1364;SPC DE       -   247,155.87    754,816.24   sFT  1.00000613   +0 12 57.4
 HU1364;UTM  18      - 4,281,064.280   493,813.754   MT  0.99960047   -0 02 40.0
 HU1364
 HU1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1364!SPC DE       -   1.00000269  x   1.00000613  =   1.00000882
 HU1364!UTM  18      -   1.00000269  x   0.99960047  =   0.99960316
 HU1364
 HU1364:                Primary Azimuth Mark                     Grid Az
 HU1364:SPC DE       -  ROUND AZ MK                              346 57 50.5
 HU1364:UTM  18      -  ROUND AZ MK                              347 13 27.9
 HU1364
 HU1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9381381064(NAD 83)
 HU1364
 HU1364|---------------------------------------------------------------------|
 HU1364| PID    Reference Object                     Distance      Geod. Az  |
 HU1364|                                                           dddmmss.s |
 HU1364| DC8363 ROUND RM 1                           40.372 METERS 21157     |
 HU1364| HU1362 ROUND RM 2                           41.895 METERS 29848     |
 HU1364| DC8362 ROUND AZ MK                                        3471047.9 |
 HU1364|---------------------------------------------------------------------|
 HU1364
 HU1364                          SUPERSEDED SURVEY CONTROL
 HU1364
 HU1364  NAD 83(1986)-  38 40 41.33519(N)    075 04 16.04569(W) AD(       ) 2
 HU1364  NAD 27      -  38 40 40.93650(N)    075 04 17.39526(W) AD(       ) 2
 HU1364  NGVD 29 (07/19/86)   18.8    (m)           62.     (f) VERT ANG       
 HU1364
 HU1364.Superseded values are not recommended for survey control.
 HU1364
 HU1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1364.See file dsdata.pdf to determine how the superseded data were derived.
 HU1364
 HU1364_MARKER: DS = TRIANGULATION STATION DISK
 HU1364_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU1364_SP_SET: FLOOR OF OBSERVATION TOWER
 HU1364_STAMPING: ROUND 1962
 HU1364_MARK LOGO: CGS
 HU1364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU1364
 HU1364  HISTORY     - Date     Condition        Report By
 HU1364  HISTORY     - 1962     MONUMENTED       CGS
 HU1364  HISTORY     - 1966     GOOD             LOCENG
 HU1364  HISTORY     - 1970     MARK NOT FOUND   NGS
 HU1364  HISTORY     - 1972     MARK NOT FOUND   NGS
 HU1364  HISTORY     - 1975     GOOD             NGS
 HU1364
 HU1364                          STATION DESCRIPTION
 HU1364
 HU1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1364'THE STATION IS LOCATED ON THE SOUTH ONE OF TWO CONCRETE
 HU1364'MILITARY OBSERVATION TOWERS, 2.5 MILES SOUTH OF REHOBOTH BEACH,
 HU1364'4.5 MILES NORTH OF INDIAN RIVER INLET AND ON PROPERTY OF THE
 HU1364'STATE ROAD DEPARTMENT.
 HU1364'
 HU1364'TO REACH THE STATION FROM THE POST OFFICE IN REHOBOTH BEACH,
 HU1364'GO SOUTH ON CITY ROUTE 14 FOR 1.4 MILES TO THE JUNCTION OF
 HU1364'STATE HIGHWAY 14 BY-PASS, CONTINUE SOUTH ON STATE HIGHWAY 14
 HU1364'FOR 1.25 MILES TO THE NORTH ONE OF TWO CONCRETE OBSERVATION
 HU1364'TOWERS AND THE AZIMUTH MARK IS LOCATED ON THE LEFT, EAST SIDE
 HU1364'OF STATE HIGHWAY 14, CONTINUE SOUTH ON HIGHWAY 14 FOR 0.22
 HU1364'MILE TO THE SECOND CONCRETE TOWER AND THE STATION IS LOCATED
 HU1364'ON THE TOP CENTER ON THE CONCRETE TOWER AS DESCRIBED.
 HU1364'
 HU1364'THE STATION MARK IS A STANDARD DISK STAMPED ROUND 1962,
 HU1364'SET IN CEMENT IN A 4 INCH PIPE LOCATED IN THE CENTER OF THE
 HU1364'MILITARY CONCRETE OBSERVATION TOWER.  IT IS 5.0 FEET WEST
 HU1364'OF THE DOOR TO THE TOP OF THE TOWER, 6.2 FEET NORTHEAST
 HU1364'OF THE CHIMNEY AND 6.6 FEET EAST OF A CONTROL BOX.
 HU1364'
 HU1364'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ROUND NO 1 1962,
 HU1364'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 HU1364'INCHES ABOVE THE GROUND SURFACE.  IT IS 1.0 FEET WEST OF A
 HU1364'STANDARD METAL WITNESS POST AND MARKER, 115.0 FEET
 HU1364'SOUTH-SOUTHWEST OF THE SOUTHWEST EDGE OF THE OBSERVATION
 HU1364'TOWER AND 120.0 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY
 HU1364'14.
 HU1364'
 HU1364'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ROUND NO 2 1962,
 HU1364'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 8 INCHES
 HU1364'ABOVE THE GROUND SURFACE.  IT IS 3.0 FEET SOUTH-SOUTHEAST OF
 HU1364'A STANDARD METAL WITNESS POST AND MARKER, 52.0 FEET EAST OF
 HU1364'THE APPROXIMATE CENTER LINE OF STATE HIGHWAY 14 AND ABOUT 1
 HU1364'FOOT HIGHER THAN THE HIGHWAY.
 HU1364'
 HU1364'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ROUND 1962,
 HU1364'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 5
 HU1364'INCHES ABOVE THE GROUND SURFACE.  IT IS 1.7 FEET WEST OF A
 HU1364'STANDARD METAL WITNESS POST AND MARKER, 1.7 FEET SOUTH OF A
 HU1364'POWER LINE POLE AND 52.0 FEET EAST OF THE CENTER LINE OF
 HU1364'STATE HIGHWAY 14.
 HU1364'
 HU1364'REFERENCE MARK 2 WAS OBSERVED AND TRAVERSED.
 HU1364'
 HU1364'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HU1364
 HU1364                          STATION RECOVERY (1966)
 HU1364
 HU1364'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966 (RTF)
 HU1364'RECOVERED BY BE BEAVIN CO.
 HU1364'
 HU1364'STATION MARK DESTROYED.  4-INCH PIPE O.K.  R.M.S AND AZIMUTH
 HU1364'MARK FOUND IN GOOD CONDITION.  CAPE MAY L.H. IS VISIBLE
 HU1364'FROM STATION.
 HU1364
 HU1364                          STATION RECOVERY (1970)
 HU1364
 HU1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1364'STATION MARK NOT ACTUALLY RECOVERED, BUT TOWER IS IN GOOD
 HU1364'CONDITION.  RM 2 AND THE AZ MK WERE RECOVERED IN GOOD
 HU1364'CONDITION.  RM 1 IS BELIEVED TO BE DESTROYED.  A NEW
 HU1364'PARKING AREA HAS BEEN CONSTRUCTED NEAR THE TOWER.  ENTRANCE TO
 HU1364'TOWER IS SEALED WITH BRICK.  ORIGINAL DESCRIPTION IS ADEQUATE
 HU1364'EXCEPT--RM 2 IS 62.8 FT E OF CENTERLINE OF E LANE OF HWY.  AZ
 HU1364'MK IS 55.5 FT E OF CENTERLINE OF E LANE OF HWY.
 HU1364
 HU1364                          STATION RECOVERY (1972)
 HU1364
 HU1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HU1364'A ATTEMPT WAS MADE TO VISIT THE STATION.  THE STATION IS ON
 HU1364'A OLD MILITARY PILL BUNKER AND ALL OF THE ENTRANCES HAS BEEN
 HU1364'CEMENTED OVER AND IT IS IMPOSSIBLE TO ENTER THE BUNKER
 HU1364'WITHOUT BUSTING THE CONCRETE.  THE BUNKER IS ABOUT 35 FEET
 HU1364'HIGH AND IMPOSSIBLE TO ENTER WITHOUT GOING UP THE
 HU1364'INSIDES.  REFERENCE MARK 2 WAS RECOVERED AND FOUND IN GOOD
 HU1364'CONDITION.  IT IS BELIEVED REFERENCE MARK 1 IS STILL INTACT
 HU1364'BUT UNDER A NEW PARKING AREA WHICH HAS BEEN CONSTRUCTED IN THE
 HU1364'AREA OF THE MARK.  THE AZIMUTH MARK WAS RECOVERED AND FOUND
 HU1364'IN GOOD CONDITION.
 HU1364'
 HU1364'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1364'2-1/2 MILES SOUTH OF REHOBOTH BEACH.
 HU1364
 HU1364                          STATION RECOVERY (1975)
 HU1364
 HU1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 HU1364'THIS STATION MARK WAS NOT ACTUALLY RECOVERED BY ME, AS
 HU1364'MENTIONED IN THE 1962 DESCRIPTION, IT IS A DRILL HOLE IN THE
 HU1364'ROOF OF A CONCRETE SILO.  THIS CONCRETE SILO WAS RECOVERED
 HU1364'AND IT WAS FOUND TO BE IN GOOD CONDITION, BUT THE ENTRANCE
 HU1364'DOOR IS NOW SEALED.
 HU1364'
 HU1364'REFERENCE MARK NO 1 WAS NOT RECOVERED BY ME.
 HU1364'
 HU1364'REFERENCE MARK NO 2 WAS RECOVERED AND IT WAS FOUND TO BE IN
 HU1364'GOOD CONDITION.  THIS MARK WAS ALSO OCCUPIED IN 1962.  IT
 HU1364'WAS FOUND TO BE 129.4 FEET NORTHWEST OF THE CENTER OF THE
 HU1364'DOOR WAY ENTRANCE INTO THE CONCRETE SILO WHICH IS NOW CLOSED.
 HU1364'
 HU1364'THE AZIMUTH MARK WAS RECOVERED AND IT WAS FOUND TO BE IN
 HU1364'GOOD CONDITION.  IT WAS FOUND TO BE 14 FEET SOUTH SOUTHEAST
 HU1364'OF A BRACE POWER POLE NUMBER 396X.
 HU1364'
 HU1364'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1364'2.5 MILES SOUTH OF REHOBOTH BEACH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1362 ***********************************************************************
 HU1362  DESIGNATION -  ROUND RM 2
 HU1362  PID         -  HU1362
 HU1362  STATE/COUNTY-  DE/SUSSEX
 HU1362  COUNTRY     -  US
 HU1362  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU1362
 HU1362                         *CURRENT SURVEY CONTROL
 HU1362  ______________________________________________________________________
 HU1362* NAD 83(1991) POSITION- 38 40 42.00598(N) 075 04 17.55240(W)   ADJUSTED
 HU1362* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 HU1362  ______________________________________________________________________
 HU1362  GEOID HEIGHT    -        -35.692 (meters)                     GEOID18
 HU1362  LAPLACE CORR    -          0.52  (seconds)                    DEFLEC18
 HU1362  HORZ ORDER      -  SECOND
 HU1362
 HU1362.The horizontal coordinates were established by classical geodetic methods
 HU1362.and adjusted by the National Geodetic Survey in January 1992.
 HU1362
 HU1362.The orthometric height was scaled from a topographic map.
 HU1362
 HU1362.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1362.GEOID18 height accuracy estimate available here.
 HU1362
 HU1362.Click photographs - Photos may exist for this station.
 HU1362
 HU1362.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1362
 HU1362. The following values were computed from the NAD 83(1991) position.
 HU1362
 HU1362;                    North         East     Units Scale Factor Converg.
 HU1362;SPC DE       -    75,353.306   230,031.663   MT  1.00000610   +0 12 56.5
 HU1362;SPC DE       -   247,221.64    754,695.55   sFT  1.00000610   +0 12 56.5
 HU1362;UTM  18      - 4,281,084.486   493,777.072   MT  0.99960048   -0 02 41.0
 HU1362
 HU1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1362!SPC DE       -   1.00000532  x   1.00000610  =   1.00001142
 HU1362!UTM  18      -   1.00000532  x   0.99960048  =   0.99960580
 HU1362
 HU1362:                Primary Azimuth Mark                     Grid Az
 HU1362:SPC DE       -  ROUND AZ MK                              354 04 16.4
 HU1362:UTM  18      -  ROUND AZ MK                              354 19 53.9
 HU1362
 HU1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9377781084(NAD 83)
 HU1362
 HU1362|---------------------------------------------------------------------|
 HU1362| PID    Reference Object                     Distance      Geod. Az  |
 HU1362|                                                           dddmmss.s |
 HU1362| HU1364 ROUND                                41.895 METERS 11848     |
 HU1362| DC8363 ROUND RM 1                                         16414     |
 HU1362| DC8362 ROUND AZ MK                                        3541712.9 |
 HU1362|---------------------------------------------------------------------|
 HU1362
 HU1362                          SUPERSEDED SURVEY CONTROL
 HU1362
 HU1362  NAD 83(1986)-  38 40 41.98980(N)    075 04 17.56448(W) AD(       ) 2
 HU1362  NAD 27      -  38 40 41.59111(N)    075 04 18.91402(W) AD(       ) 2
 HU1362
 HU1362.Superseded values are not recommended for survey control.
 HU1362
 HU1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1362.See file dsdata.pdf to determine how the superseded data were derived.
 HU1362
 HU1362_MARKER: DR = REFERENCE MARK DISK
 HU1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1362_STAMPING: ROUND NO 2 1962
 HU1362_MARK LOGO: CGS
 HU1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1362+STABILITY: SURFACE MOTION
 HU1362
 HU1362  HISTORY     - Date     Condition        Report By
 HU1362  HISTORY     - 1962     MONUMENTED       CGS
 HU1362
 HU1362                          STATION DESCRIPTION
 HU1362
 HU1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1362'TO REACH THE STATION FROM THE POST OFFICE IN REHOBOTH BEACH,
 HU1362'GO SOUTH ON CITY ROUTE 14 FOR 1.4 MILES TO THE JUNCTION OF
 HU1362'STATE HIGHWAY 14 BY-PASS, CONTINUE SOUTH ON STATE HIGHWAY 14
 HU1362'FOR 1.25 MILES TO THE NORTH ONE OF TWO CONCRETE OBSERVATION
 HU1362'TOWERS AND THE AZIMUTH MARK IS LOCATED ON THE LEFT, EAST SIDE
 HU1362'OF STATE HIGHWAY 14, CONTINUE SOUTH ON HIGHWAY 14 FOR 0.22
 HU1362'MILE TO THE SECOND CONCRETE TOWER AND THE STATION.
 HU1362'
 HU1362'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ROUND NO 2 1962,
 HU1362'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 8 INCHES
 HU1362'ABOVE THE GROUND SURFACE.  IT IS 3.0 FEET SOUTH-SOUTHEAST OF
 HU1362'A STANDARD METAL WITNESS POST AND MARKER, 52.0 FEET EAST OF
 HU1362'THE APPROXIMATE CENTER LINE OF STATE HIGHWAY 14 AND ABOUT 1
 HU1362'FOOT HIGHER THAN THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3321 ***********************************************************************
 JU3321  DESIGNATION -  RUINS
 JU3321  PID         -  JU3321
 JU3321  STATE/COUNTY-  DE/NEW CASTLE
 JU3321  COUNTRY     -  US
 JU3321  USGS QUAD   -  MARCUS HOOK (2019)
 JU3321
 JU3321                         *CURRENT SURVEY CONTROL
 JU3321  ______________________________________________________________________
 JU3321* NAD 83(1991) POSITION- 39 47 34.55680(N) 075 27 31.79391(W)   ADJUSTED
 JU3321* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU3321  ______________________________________________________________________
 JU3321  GEOID HEIGHT    -        -32.950 (meters)                     GEOID18
 JU3321  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC18
 JU3321  HORZ ORDER      -  THIRD
 JU3321
 JU3321.The horizontal coordinates were established by classical geodetic methods
 JU3321.and adjusted by the National Geodetic Survey in January 1992.
 JU3321
 JU3321.The orthometric height was scaled from a topographic map.
 JU3321
 JU3321.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3321.GEOID18 height accuracy estimate available here.
 JU3321
 JU3321.Click photographs - Photos may exist for this station.
 JU3321
 JU3321.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3321
 JU3321. The following values were computed from the NAD 83(1991) position.
 JU3321
 JU3321;                    North         East     Units Scale Factor Converg.
 JU3321;SPC DE       -   199,039.608   196,388.536   MT  0.99999516   -0 01 37.2
 JU3321;SPC DE       -   653,015.78    644,318.06   sFT  0.99999516   -0 01 37.2
 JU3321;SPC NJ       -   106,965.232    67,882.397   MT  0.99998299   -0 36 49.3
 JU3321;SPC NJ       -   350,935.10    222,710.83   sFT  0.99998299   -0 36 49.3
 JU3321;SPC PA S     -    53,577.291   796,224.274   MT  1.00002492   +1 29 11.4
 JU3321;SPC PA S     -   175,778.16  2,612,279.14   sFT  1.00002492   +1 29 11.4
 JU3321;UTM  18      - 4,404,875.829   460,716.146   MT  0.99961900   -0 17 37.2
 JU3321
 JU3321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3321!SPC DE       -   1.00000490  x   0.99999516  =   1.00000006
 JU3321!SPC NJ       -   1.00000490  x   0.99998299  =   0.99998789
 JU3321!SPC PA S     -   1.00000490  x   1.00002492  =   1.00002982
 JU3321!UTM  18      -   1.00000490  x   0.99961900  =   0.99962390
 JU3321
 JU3321:                Primary Azimuth Mark                     Grid Az
 JU3321:SPC DE       -  DEPOT                                    169 28 03.2
 JU3321:SPC NJ       -  DEPOT                                    170 03 15.3
 JU3321:SPC PA S     -  DEPOT                                    167 57 14.6
 JU3321:UTM  18      -  DEPOT                                    169 44 03.2
 JU3321
 JU3321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6071604875(NAD 83)
 JU3321
 JU3321|---------------------------------------------------------------------|
 JU3321| PID    Reference Object                     Distance      Geod. Az  |
 JU3321|                                                           dddmmss.s |
 JU3321| CB2950 RUINS RM                             31.550 METERS 01128     |
 JU3321| JU3315 DEPOT                               APPROX. 2.8 KM 1692626.0 |
 JU3321|---------------------------------------------------------------------|
 JU3321
 JU3321                          SUPERSEDED SURVEY CONTROL
 JU3321
 JU3321  NAD 83(1986)-  39 47 34.55270(N)    075 27 31.79660(W) AD(       ) 3
 JU3321  NAD 27      -  39 47 34.14400(N)    075 27 33.09600(W) AD(       ) 3
 JU3321
 JU3321.Superseded values are not recommended for survey control.
 JU3321
 JU3321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3321.See file dsdata.pdf to determine how the superseded data were derived.
 JU3321
 JU3321_MARKER: DS = TRIANGULATION STATION DISK
 JU3321_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JU3321_STAMPING: RUINS 1934
 JU3321_MARK LOGO: CGS
 JU3321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3321
 JU3321  HISTORY     - Date     Condition        Report By
 JU3321  HISTORY     - 1934     MONUMENTED       CGS
 JU3321  HISTORY     - 1957     MARK NOT FOUND   CGS
 JU3321
 JU3321                          STATION DESCRIPTION
 JU3321
 JU3321'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JHB)
 JU3321'ON THE DELAWARE SHORE OF THE DELAWARE RIVER ABOUT 3/4 MILE S OF
 JU3321'CLAYMONT, BETWEEN THE TRACKS OF THE PENNSYLVANIA RAILROAD AND
 JU3321'THE SHORE OF THE RIVER, ABOUT 60 FEET S OF A SMALL CREEK AND 89
 JU3321'FEET SW OF THE CORNER OF A MASONRY BULKHEAD AROUND THE E AND N
 JU3321'SIDE OF THE POINT.  STATION IS 10 FEET E OF THE NE CORNER OF
 JU3321'THE RUINS OF A STONE AND BRICK HOUSE.
 JU3321'
 JU3321'THE SUB-SURFACE MARK IS SET IN A CONCRETE POST 3 FEET BELOW THE
 JU3321'SURFACE.
 JU3321'
 JU3321'THE SURFACE MARK IS SET IN CONCRETE IN AN 8-INCH TILE PIPE,
 JU3321'PROJECTING 4 INCHES ABOVE THE SURFACE.
 JU3321'
 JU3321'THE REFERENCE MARK IS SET IN THE CONCRETE HEADWALL AT THE SE
 JU3321'END OF A CULVERT UNDER THE RAILROAD TRACKS.
 JU3321
 JU3321                          STATION RECOVERY (1957)
 JU3321
 JU3321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JAW)
 JU3321'THIS MARK WAS SEARCHED FOR BUT NOT FOUND.  THE PENNSYLVANIA
 JU3321'RAILROAD IS BUILDING A NEW SET OF TRACKS JUST E OF THE PRESENT
 JU3321'TRACKS AND HAVE MADE A FILL IN THIS AREA.  THE CULVERT UNDER THE
 JU3321'RR TRACKS WITH THE REFERENCE MARK IN THE HEADWALL IS NOW ABOUT 8
 JU3321'FT. UNDER A FILL.
 JU3321'
 JU3321'IT IS BELIEVED THE TRIANGULATION STATION MARK IS ALSO UNDER THIS
 JU3321'FILL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1390 ***********************************************************************
 JU1390  DESIGNATION -  RV 1
 JU1390  PID         -  JU1390
 JU1390  STATE/COUNTY-  DE/NEW CASTLE
 JU1390  COUNTRY     -  US
 JU1390  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1390
 JU1390                         *CURRENT SURVEY CONTROL
 JU1390  ______________________________________________________________________
 JU1390* NAD 83(1986) POSITION- 39 44 03.     (N) 075 34 43.     (W)   SCALED
 JU1390* NAVD 88 ORTHO HEIGHT -    39.814 (meters)      130.62  (feet) ADJUSTED
 JU1390  ______________________________________________________________________
 JU1390  GEOID HEIGHT    -        -32.925 (meters)                     GEOID18
 JU1390  DYNAMIC HEIGHT  -         39.796 (meters)      130.56  (feet) COMP
 JU1390  MODELED GRAVITY -    980,174.9   (mgal)                       NAVD 88
 JU1390
 JU1390  VERT ORDER      -  FIRST     CLASS II
 JU1390
 JU1390.The horizontal coordinates were scaled from a map and have
 JU1390.an estimated accuracy of +/- 6 seconds.
 JU1390
 JU1390.The orthometric height was determined by differential leveling and
 JU1390.adjusted by the NATIONAL GEODETIC SURVEY
 JU1390.in June 1991.
 JU1390
 JU1390.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1390.GEOID18 height accuracy estimate available here.
 JU1390
 JU1390.Click photographs - Photos may exist for this station.
 JU1390
 JU1390.The dynamic height is computed by dividing the NAVD 88
 JU1390.geopotential number by the normal gravity value computed on the
 JU1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1390.degrees latitude (g = 980.6199 gals.).
 JU1390
 JU1390.The modeled gravity was interpolated from observed gravity values.
 JU1390
 JU1390;                    North         East    Units  Estimated Accuracy
 JU1390;SPC DE       -   192,530.      186,120.      MT  (+/- 180 meters Scaled)
 JU1390
 JU1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ504984(NAD 83)
 JU1390
 JU1390                          SUPERSEDED SURVEY CONTROL
 JU1390
 JU1390  NGVD 29 (11/26/84)   40.167  (m)          131.78   (f) ADJUSTED    1 2
 JU1390
 JU1390.Superseded values are not recommended for survey control.
 JU1390
 JU1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1390.See file dsdata.pdf to determine how the superseded data were derived.
 JU1390
 JU1390_MARKER: R = RIVET
 JU1390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1390_SP_SET: BRIDGE ABUTMENT STEP
 JU1390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1390
 JU1390  HISTORY     - Date     Condition        Report By
 JU1390  HISTORY     - UNK      MONUMENTED       BORR
 JU1390  HISTORY     - 1931     GOOD             CGS
 JU1390  HISTORY     - 1946     GOOD             CGS
 JU1390  HISTORY     - 1975     GOOD             LOCENG
 JU1390
 JU1390                          STATION DESCRIPTION
 JU1390
 JU1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 JU1390'1 MI W FROM WILMINGTON.
 JU1390'IN THE NORTHWEST SECTION OF WILMINGTON, NEW CASTLE COUNTY, 1 MILE
 JU1390'WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE STATION,
 JU1390'AT POLE 26-8, AT AN OVERHEAD HIGHWAY BRIDGE AT THE FOURTH
 JU1390'STREET CROSSING, IN THE EAST WING WALL OF THE NORTH ABUTMENT,
 JU1390'AND IN THE LOWEST STEP OF MASONRY.  A STANDARD MONEL-METAL RIVET.
 JU1390
 JU1390                          STATION RECOVERY (1946)
 JU1390
 JU1390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 JU1390'RECOVERED IN GOOD CONDITION.
 JU1390
 JU1390                          STATION RECOVERY (1975)
 JU1390
 JU1390'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JU1390'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1375 ***********************************************************************
 JU1375  DESIGNATION -  RV 1
 JU1375  PID         -  JU1375
 JU1375  STATE/COUNTY-  DE/NEW CASTLE
 JU1375  COUNTRY     -  US
 JU1375  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1375
 JU1375                         *CURRENT SURVEY CONTROL
 JU1375  ______________________________________________________________________
 JU1375* NAD 83(1986) POSITION- 39 44 19.     (N) 075 33 38.     (W)   SCALED
 JU1375* NAVD 88 ORTHO HEIGHT -     3.221 (meters)       10.57  (feet) ADJUSTED
 JU1375  ______________________________________________________________________
 JU1375  GEOID HEIGHT    -        -32.929 (meters)                     GEOID18
 JU1375  DYNAMIC HEIGHT  -          3.220 (meters)       10.56  (feet) COMP
 JU1375  MODELED GRAVITY -    980,174.8   (mgal)                       NAVD 88
 JU1375
 JU1375  VERT ORDER      -  FIRST     CLASS II
 JU1375
 JU1375.The horizontal coordinates were scaled from a map and have
 JU1375.an estimated accuracy of +/- 6 seconds.
 JU1375
 JU1375.The orthometric height was determined by differential leveling and
 JU1375.adjusted by the NATIONAL GEODETIC SURVEY
 JU1375.in June 1991.
 JU1375
 JU1375.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1375.GEOID18 height accuracy estimate available here.
 JU1375
 JU1375.Click photographs - Photos may exist for this station.
 JU1375
 JU1375.The dynamic height is computed by dividing the NAVD 88
 JU1375.geopotential number by the normal gravity value computed on the
 JU1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1375.degrees latitude (g = 980.6199 gals.).
 JU1375
 JU1375.The modeled gravity was interpolated from observed gravity values.
 JU1375
 JU1375;                    North         East    Units  Estimated Accuracy
 JU1375;SPC DE       -   193,020.      187,670.      MT  (+/- 180 meters Scaled)
 JU1375
 JU1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ519988(NAD 83)
 JU1375
 JU1375                          SUPERSEDED SURVEY CONTROL
 JU1375
 JU1375  NGVD 29 (01/10/92)    3.481  (m)           11.42   (f) ADJUSTED    1 2
 JU1375  NGVD 29 (??/??/87)    3.485  (m)           11.43   (f) SUPERSEDED  1 2
 JU1375
 JU1375.Superseded values are not recommended for survey control.
 JU1375
 JU1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1375.See file dsdata.pdf to determine how the superseded data were derived.
 JU1375
 JU1375_MARKER: R = RIVET
 JU1375_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU1375_SP_SET: CULVERT HEADWALL
 JU1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1375+STABILITY: SURFACE MOTION
 JU1375
 JU1375  HISTORY     - Date     Condition        Report By
 JU1375  HISTORY     - UNK      MONUMENTED       RDGRR
 JU1375  HISTORY     - 1963     GOOD             CGS
 JU1375  HISTORY     - 1975     GOOD             LOCENG
 JU1375  HISTORY     - 1979     GOOD             NGS
 JU1375  HISTORY     - 1981     GOOD             UDE
 JU1375  HISTORY     - 20060720 MARK NOT FOUND   USPSQD
 JU1375
 JU1375                          STATION DESCRIPTION
 JU1375
 JU1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1375'AT WILMINGTON, ABOUT 0.55 MILE WEST ALONG THE PENNSYLVANIA
 JU1375'RAILROAD FROM THE STATION, 75 YARDS SOUTHWEST OF THE PENNSYLVANIA
 JU1375'RAILROAD OVERPASS OVER MADISON STREET, ALONG THE READING COMPANY
 JU1375'RAILWAY, SET ON TOP OF THE SOUTHWEST END OF A CONCRETE HEAD WALL
 JU1375'FOR A FILLED IN CULVERT BETWEEN THE SOUTH AND THE CENTER TRACK
 JU1375'OF THREE TRACKS, 103 FEET NORTHWEST OF CENTER LINE OF THE STREET,
 JU1375'37.5 FEET SOUTHEAST OF SOUTHEAST STONE MASONRY RETAINING WALL
 JU1375'OF THE P.R.R., 9.2 FEET SOUTHEAST OF SOUTHEAST RAIL OF CENTER
 JU1375'TRACK, 5 FEET NORTHWEST OF NORTHWEST RAIL OF SOUTH TRACK, AND
 JU1375'ABOUT LEVEL WITH TRACKS.
 JU1375
 JU1375                          STATION RECOVERY (1975)
 JU1375
 JU1375'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JU1375'RECOVERED IN GOOD CONDITION.
 JU1375
 JU1375                          STATION RECOVERY (1979)
 JU1375
 JU1375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1375'RECOVERED IN GOOD CONDITION.
 JU1375
 JU1375                          STATION RECOVERY (1981)
 JU1375
 JU1375'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1375'RECOVERED IN GOOD CONDITION.
 JU1375
 JU1375                          STATION RECOVERY (2006)
 JU1375
 JU1375'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 JU1375'NEW CONSTRUCTION OF RAIL BED AND DRAINAGE CULVERTS ON OLD PENNSYLVANIA
 JU1375'RAILROAD OVERPASS OVER MADISON STREET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1402 ***********************************************************************
 JU1402  DESIGNATION -  RV 10
 JU1402  PID         -  JU1402
 JU1402  STATE/COUNTY-  DE/NEW CASTLE
 JU1402  COUNTRY     -  US
 JU1402  USGS QUAD   -  NEWARK EAST (2016)
 JU1402
 JU1402                         *CURRENT SURVEY CONTROL
 JU1402  ______________________________________________________________________
 JU1402* NAD 83(1986) POSITION- 39 41 57.     (N) 075 40 58.     (W)   SCALED
 JU1402* NAVD 88 ORTHO HEIGHT -    10.815 (meters)       35.48  (feet) ADJUSTED
 JU1402  ______________________________________________________________________
 JU1402  GEOID HEIGHT    -        -32.960 (meters)                     GEOID18
 JU1402  DYNAMIC HEIGHT  -         10.810 (meters)       35.47  (feet) COMP
 JU1402  MODELED GRAVITY -    980,163.7   (mgal)                       NAVD 88
 JU1402
 JU1402  VERT ORDER      -  FIRST     CLASS II
 JU1402
 JU1402.The horizontal coordinates were scaled from a map and have
 JU1402.an estimated accuracy of +/- 6 seconds.
 JU1402
 JU1402.The orthometric height was determined by differential leveling and
 JU1402.adjusted by the NATIONAL GEODETIC SURVEY
 JU1402.in June 1991.
 JU1402
 JU1402.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1402.GEOID18 height accuracy estimate available here.
 JU1402
 JU1402.Click photographs - Photos may exist for this station.
 JU1402
 JU1402.The dynamic height is computed by dividing the NAVD 88
 JU1402.geopotential number by the normal gravity value computed on the
 JU1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1402.degrees latitude (g = 980.6199 gals.).
 JU1402
 JU1402.The modeled gravity was interpolated from observed gravity values.
 JU1402
 JU1402;                    North         East    Units  Estimated Accuracy
 JU1402;SPC DE       -   188,660.      177,180.      MT  (+/- 180 meters Scaled)
 JU1402
 JU1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ414945(NAD 83)
 JU1402
 JU1402                          SUPERSEDED SURVEY CONTROL
 JU1402
 JU1402  NGVD 29 (11/26/84)   11.164  (m)           36.63   (f) ADJUSTED    1 2
 JU1402
 JU1402.Superseded values are not recommended for survey control.
 JU1402
 JU1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1402.See file dsdata.pdf to determine how the superseded data were derived.
 JU1402
 JU1402_MARKER: R = RIVET
 JU1402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1402_SP_SET: BRIDGE ABUTMENT CAPING
 JU1402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1402
 JU1402  HISTORY     - Date     Condition        Report By
 JU1402  HISTORY     - UNK      MONUMENTED       BORR
 JU1402  HISTORY     - 1931     GOOD             CGS
 JU1402  HISTORY     - 1934     GOOD             CGS
 JU1402  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 JU1402  HISTORY     - 1981     GOOD             UDE
 JU1402  HISTORY     - 19910201 MARK NOT FOUND   USGS
 JU1402
 JU1402                          STATION DESCRIPTION
 JU1402
 JU1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 JU1402'4.2 MI E FROM NEWARK.
 JU1402'4.2 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JU1402'NEWARK, NEW CASTLE COUNTY, AT POLE 33-7, AT DECK PLATE-GIRDER
 JU1402'BRIDGE 58-B OVER CLAY CREEK, IN THE STONE ARCH WING OF THE
 JU1402'EAST ABUTMENT, IN THE TOP OF THE EAST END OF THE SOUTH SIDE,
 JU1402'AND IN THE CONCRETE CAPPING.  A STANDARD MONEL-METAL RIVET.
 JU1402
 JU1402                          STATION RECOVERY (1934)
 JU1402
 JU1402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JU1402'RECOVERED IN GOOD CONDITION.
 JU1402
 JU1402                          STATION RECOVERY (1975)
 JU1402
 JU1402'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JU1402'THE POST OFFICE OCCUPIES THE OLD STATION.
 JU1402
 JU1402                          STATION RECOVERY (1981)
 JU1402
 JU1402'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1402'RECOVERED IN GOOD CONDITION.
 JU1402
 JU1402                          STATION RECOVERY (1991)
 JU1402
 JU1402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1402'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1526 ***********************************************************************
 JU1526  DESIGNATION -  RV 10
 JU1526  PID         -  JU1526
 JU1526  STATE/COUNTY-  DE/NEW CASTLE
 JU1526  COUNTRY     -  US
 JU1526  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU1526
 JU1526                         *CURRENT SURVEY CONTROL
 JU1526  ______________________________________________________________________
 JU1526* NAD 83(1986) POSITION- 39 47 11.     (N) 075 35 23.     (W)   SCALED
 JU1526* NAVD 88 ORTHO HEIGHT -    82.049 (meters)      269.19  (feet) ADJUSTED
 JU1526  ______________________________________________________________________
 JU1526  GEOID HEIGHT    -        -32.862 (meters)                     GEOID18
 JU1526  DYNAMIC HEIGHT  -         82.012 (meters)      269.07  (feet) COMP
 JU1526  MODELED GRAVITY -    980,168.8   (mgal)                       NAVD 88
 JU1526
 JU1526  VERT ORDER      -  SECOND    CLASS 0
 JU1526
 JU1526.The horizontal coordinates were scaled from a map and have
 JU1526.an estimated accuracy of +/- 6 seconds.
 JU1526
 JU1526.The orthometric height was determined by differential leveling and
 JU1526.adjusted by the NATIONAL GEODETIC SURVEY
 JU1526.in June 1991.
 JU1526
 JU1526.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1526.GEOID18 height accuracy estimate available here.
 JU1526
 JU1526.Click photographs - Photos may exist for this station.
 JU1526
 JU1526.The dynamic height is computed by dividing the NAVD 88
 JU1526.geopotential number by the normal gravity value computed on the
 JU1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1526.degrees latitude (g = 980.6199 gals.).
 JU1526
 JU1526.The modeled gravity was interpolated from observed gravity values.
 JU1526
 JU1526;                    North         East    Units  Estimated Accuracy
 JU1526;SPC DE       -   198,330.      185,180.      MT  (+/- 180 meters Scaled)
 JU1526
 JU1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK495042(NAD 83)
 JU1526
 JU1526                          SUPERSEDED SURVEY CONTROL
 JU1526
 JU1526  NGVD 29 (11/26/84)   82.357  (m)          270.20   (f) ADJUSTED    2 0
 JU1526
 JU1526.Superseded values are not recommended for survey control.
 JU1526
 JU1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1526.See file dsdata.pdf to determine how the superseded data were derived.
 JU1526
 JU1526_MARKER: R = RIVET
 JU1526_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU1526_SP_SET: WELL WALL
 JU1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1526+STABILITY: SURFACE MOTION
 JU1526
 JU1526  HISTORY     - Date     Condition        Report By
 JU1526  HISTORY     - UNK      MONUMENTED       RDGRR
 JU1526  HISTORY     - 1935     GOOD             CGS
 JU1526  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 JU1526  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1526
 JU1526                          STATION DESCRIPTION
 JU1526
 JU1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU1526'AT MONTCHANIN, NEW CASTLE COUNTY, ABOUT 860 FEET SOUTH OF THE
 JU1526'READING CO. RAILWAY STATION, AT POLE 6+36, AT AN ABANDONED
 JU1526'CIRCULAR WELL, IN THE TOP OF THE EAST SIDE OF THE CONCRETE
 JU1526'WALL, AND 17 FEET WEST OF THE WEST RAIL.  A STANDARD MONEL-METAL
 JU1526'RIVET.
 JU1526
 JU1526                          STATION RECOVERY (1975)
 JU1526
 JU1526'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JU1526'THE POST OFFICE OCCUPIES THE OLD STATION.
 JU1526
 JU1526                          STATION RECOVERY (2013)
 JU1526
 JU1526'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1526'ROAD/TRAIL TO MARK IS NOW BLOCKED BY A GATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1525 ***********************************************************************
 JU1525  DESIGNATION -  RV 11
 JU1525  PID         -  JU1525
 JU1525  STATE/COUNTY-  DE/NEW CASTLE
 JU1525  COUNTRY     -  US
 JU1525  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU1525
 JU1525                         *CURRENT SURVEY CONTROL
 JU1525  ______________________________________________________________________
 JU1525* NAD 83(1986) POSITION- 39 47 29.     (N) 075 35 15.     (W)   SCALED
 JU1525* NAVD 88 ORTHO HEIGHT -    87.294 (meters)      286.40  (feet) ADJUSTED
 JU1525  ______________________________________________________________________
 JU1525  GEOID HEIGHT    -        -32.862 (meters)                     GEOID18
 JU1525  DYNAMIC HEIGHT  -         87.254 (meters)      286.27  (feet) COMP
 JU1525  MODELED GRAVITY -    980,167.8   (mgal)                       NAVD 88
 JU1525
 JU1525  VERT ORDER      -  SECOND    CLASS 0
 JU1525
 JU1525.The horizontal coordinates were scaled from a map and have
 JU1525.an estimated accuracy of +/- 6 seconds.
 JU1525
 JU1525.The orthometric height was determined by differential leveling and
 JU1525.adjusted by the NATIONAL GEODETIC SURVEY
 JU1525.in June 1991.
 JU1525
 JU1525.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1525.GEOID18 height accuracy estimate available here.
 JU1525
 JU1525.Click photographs - Photos may exist for this station.
 JU1525
 JU1525.The dynamic height is computed by dividing the NAVD 88
 JU1525.geopotential number by the normal gravity value computed on the
 JU1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1525.degrees latitude (g = 980.6199 gals.).
 JU1525
 JU1525.The modeled gravity was interpolated from observed gravity values.
 JU1525
 JU1525;                    North         East    Units  Estimated Accuracy
 JU1525;SPC DE       -   198,880.      185,370.      MT  (+/- 180 meters Scaled)
 JU1525
 JU1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK496047(NAD 83)
 JU1525
 JU1525                          SUPERSEDED SURVEY CONTROL
 JU1525
 JU1525  NGVD 29 (11/26/84)   87.599  (m)          287.40   (f) ADJUSTED    2 0
 JU1525
 JU1525.Superseded values are not recommended for survey control.
 JU1525
 JU1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1525.See file dsdata.pdf to determine how the superseded data were derived.
 JU1525
 JU1525_MARKER: R = RIVET
 JU1525_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU1525+WITH SETTING: PAVEMENT
 JU1525_SP_SET: SIGNAL BASE
 JU1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1525+STABILITY: SURFACE MOTION
 JU1525
 JU1525  HISTORY     - Date     Condition        Report By
 JU1525  HISTORY     - UNK      MONUMENTED       RDGRR
 JU1525  HISTORY     - 1935     GOOD             CGS
 JU1525  HISTORY     - 1975     GOOD             LOCENG
 JU1525  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1525
 JU1525                          STATION DESCRIPTION
 JU1525
 JU1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU1525'AT MONTCHANIN, NEW CASTLE COUNTY, ABOUT 1,050 FEET NORTH OF THE
 JU1525'READING CO. RAILWAY STATION, AT A HALL SIGNAL, IN THE TOP OF THE
 JU1525'SOUTHWEST CORNER OF THE CONCRETE BASE, AND 8 FEET EAST OF THE
 JU1525'EAST RAIL.  A STANDARD MONEL-METAL RIVET.
 JU1525
 JU1525                          STATION RECOVERY (1975)
 JU1525
 JU1525'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JU1525'ABOUT 500 FT. N. OF ROCKLAND RD THE POST OFFICE OCCUPIES THE OLD
 JU1525'STATION.
 JU1525
 JU1525                          STATION RECOVERY (1981)
 JU1525
 JU1525'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1525'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1523 ***********************************************************************
 JU1523  DESIGNATION -  RV 13
 JU1523  PID         -  JU1523
 JU1523  STATE/COUNTY-  DE/NEW CASTLE
 JU1523  COUNTRY     -  US
 JU1523  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU1523
 JU1523                         *CURRENT SURVEY CONTROL
 JU1523  ______________________________________________________________________
 JU1523* NAD 83(1986) POSITION- 39 48 27.2    (N) 075 35 20.3    (W)   HD_HELD2
 JU1523* NAVD 88 ORTHO HEIGHT -    82.634 (meters)      271.11  (feet) ADJUSTED
 JU1523  ______________________________________________________________________
 JU1523  GEOID HEIGHT    -        -32.871 (meters)                     GEOID18
 JU1523  DYNAMIC HEIGHT  -         82.596 (meters)      270.98  (feet) COMP
 JU1523  MODELED GRAVITY -    980,164.3   (mgal)                       NAVD 88
 JU1523
 JU1523  VERT ORDER      -  SECOND    CLASS 0
 JU1523
 JU1523.The horizontal coordinates were established by autonomous hand held GPS
 JU1523.observations and have an estimated accuracy of +/- 10 meters.
 JU1523
 JU1523.The orthometric height was determined by differential leveling and
 JU1523.adjusted by the NATIONAL GEODETIC SURVEY
 JU1523.in June 1991.
 JU1523
 JU1523.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1523.GEOID18 height accuracy estimate available here.
 JU1523
 JU1523.Click photographs - Photos may exist for this station.
 JU1523
 JU1523.The dynamic height is computed by dividing the NAVD 88
 JU1523.geopotential number by the normal gravity value computed on the
 JU1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1523.degrees latitude (g = 980.6199 gals.).
 JU1523
 JU1523.The modeled gravity was interpolated from observed gravity values.
 JU1523
 JU1523;                    North         East    Units  Estimated Accuracy
 JU1523;SPC DE       -   200,677.      185,245.      MT  (+/- 10 meters HH2 GPS)
 JU1523
 JU1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK4958406564(NAD 83)
 JU1523
 JU1523                          SUPERSEDED SURVEY CONTROL
 JU1523
 JU1523  NGVD 29 (11/26/84)   82.938  (m)          272.11   (f) ADJUSTED    2 0
 JU1523
 JU1523.Superseded values are not recommended for survey control.
 JU1523
 JU1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1523.See file dsdata.pdf to determine how the superseded data were derived.
 JU1523
 JU1523_MARKER: R = RIVET
 JU1523_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1523_SP_SET: BRIDGE COPING
 JU1523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1523+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1523
 JU1523  HISTORY     - Date     Condition        Report By
 JU1523  HISTORY     - UNK      MONUMENTED       RDGRR
 JU1523  HISTORY     - 1935     GOOD             CGS
 JU1523  HISTORY     - 1975     GOOD             LOCENG
 JU1523  HISTORY     - 1981     GOOD             UDE
 JU1523  HISTORY     - 19971018 GOOD             USPSQD
 JU1523  HISTORY     - 20060418 GOOD             INDIV
 JU1523  HISTORY     - 20130711 GOOD             DELCOS
 JU1523
 JU1523                          STATION DESCRIPTION
 JU1523
 JU1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU1523'0.4 MI N FROM WINTERTHUR.
 JU1523'0.4 MILE NORTH ALONG THE READING CO. RAILWAY FROM THE STATION
 JU1523'AT WINTERTHUR, NEW CASTLE COUNTY, AT BRIDGE 8.73, IN THE TOP OF
 JU1523'THE NORTHEAST CORNER OF THE WEST CONCRETE COPING, AND 5 1/2
 JU1523'FEET WEST OF THE WEST RAIL.  A STANDARD MONEL-METAL RIVET.
 JU1523
 JU1523                          STATION RECOVERY (1975)
 JU1523
 JU1523'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JU1523'THE MARK MAY BE REACHED BY GOING ABOUT 250 FT. NW ALONG ADAMS DAM RD.
 JU1523'FROM THE INTERSECTION OF MONTCHANIN RD. (DE. RT. 100) AND ADAMS DAM
 JU1523'RD. TO BRIDGE 8.73 (BUILT IN 1926).
 JU1523
 JU1523                          STATION RECOVERY (1981)
 JU1523
 JU1523'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1523'RECOVERED IN GOOD CONDITION.
 JU1523
 JU1523                          STATION RECOVERY (1997)
 JU1523
 JU1523'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU1523'RECOVERED IN GOOD CONDITION.
 JU1523
 JU1523                          STATION RECOVERY (2006)
 JU1523
 JU1523'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (ESW)
 JU1523'RECOVERED AS DESCRIBED
 JU1523
 JU1523                          STATION RECOVERY (2013)
 JU1523
 JU1523'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1523'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1522 ***********************************************************************
 JU1522  DESIGNATION -  RV 14
 JU1522  PID         -  JU1522
 JU1522  STATE/COUNTY-  DE/NEW CASTLE
 JU1522  COUNTRY     -  US
 JU1522  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU1522
 JU1522                         *CURRENT SURVEY CONTROL
 JU1522  ______________________________________________________________________
 JU1522* NAD 83(1986) POSITION- 39 48 51.     (N) 075 35 11.     (W)   SCALED
 JU1522* NAVD 88 ORTHO HEIGHT -    81.266 (meters)      266.62  (feet) ADJUSTED
 JU1522  ______________________________________________________________________
 JU1522  GEOID HEIGHT    -        -32.876 (meters)                     GEOID18
 JU1522  DYNAMIC HEIGHT  -         81.229 (meters)      266.50  (feet) COMP
 JU1522  MODELED GRAVITY -    980,163.8   (mgal)                       NAVD 88
 JU1522
 JU1522  VERT ORDER      -  SECOND    CLASS 0
 JU1522
 JU1522.The horizontal coordinates were scaled from a map and have
 JU1522.an estimated accuracy of +/- 6 seconds.
 JU1522
 JU1522.The orthometric height was determined by differential leveling and
 JU1522.adjusted by the NATIONAL GEODETIC SURVEY
 JU1522.in June 1991.
 JU1522
 JU1522.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1522.GEOID18 height accuracy estimate available here.
 JU1522
 JU1522.Click photographs - Photos may exist for this station.
 JU1522
 JU1522.The dynamic height is computed by dividing the NAVD 88
 JU1522.geopotential number by the normal gravity value computed on the
 JU1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1522.degrees latitude (g = 980.6199 gals.).
 JU1522
 JU1522.The modeled gravity was interpolated from observed gravity values.
 JU1522
 JU1522;                    North         East    Units  Estimated Accuracy
 JU1522;SPC DE       -   201,410.      185,470.      MT  (+/- 180 meters Scaled)
 JU1522
 JU1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK498072(NAD 83)
 JU1522
 JU1522                          SUPERSEDED SURVEY CONTROL
 JU1522
 JU1522  NGVD 29 (11/26/84)   81.571  (m)          267.62   (f) ADJUSTED    2 0
 JU1522
 JU1522.Superseded values are not recommended for survey control.
 JU1522
 JU1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1522.See file dsdata.pdf to determine how the superseded data were derived.
 JU1522
 JU1522_MARKER: R = RIVET
 JU1522_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1522_SP_SET: BRIDGE
 JU1522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1522
 JU1522  HISTORY     - Date     Condition        Report By
 JU1522  HISTORY     - UNK      MONUMENTED       RDGRR
 JU1522  HISTORY     - 1935     GOOD             CGS
 JU1522  HISTORY     - 19910225 MARK NOT FOUND   USGS
 JU1522  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1522
 JU1522                          STATION DESCRIPTION
 JU1522
 JU1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU1522'0.1 MI S FROM GUYENCOURT.
 JU1522'0.1 MILE SOUTH ALONG THE READING CO. RAILWAY FROM THE STATION
 JU1522'AT GUYENCOURT, NEW CASTLE COUNTY, AT BRIDGE 9.18 IN THE TOP OF
 JU1522'THE EAST END OF THE NORTH CONCRETE BACK WALL, AND 9 FEET EAST
 JU1522'OF THE EAST RAIL.  A STANDARD MONEL-METAL RIVET.
 JU1522
 JU1522                          STATION RECOVERY (1991)
 JU1522
 JU1522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1522'MARK NOT FOUND.
 JU1522
 JU1522                          STATION RECOVERY (2013)
 JU1522
 JU1522'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1522'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1521 ***********************************************************************
 JU1521  DESIGNATION -  RV 15
 JU1521  PID         -  JU1521
 JU1521  STATE/COUNTY-  DE/NEW CASTLE
 JU1521  COUNTRY     -  US
 JU1521  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU1521
 JU1521                         *CURRENT SURVEY CONTROL
 JU1521  ______________________________________________________________________
 JU1521* NAD 83(1986) POSITION- 39 49 14.9    (N) 075 35 01.4    (W)   HD_HELD2
 JU1521* NAVD 88 ORTHO HEIGHT -    78.103 (meters)      256.24  (feet) ADJUSTED
 JU1521  ______________________________________________________________________
 JU1521  GEOID HEIGHT    -        -32.884 (meters)                     GEOID18
 JU1521  DYNAMIC HEIGHT  -         78.067 (meters)      256.12  (feet) COMP
 JU1521  MODELED GRAVITY -    980,163.6   (mgal)                       NAVD 88
 JU1521
 JU1521  VERT ORDER      -  SECOND    CLASS 0
 JU1521
 JU1521.The horizontal coordinates were established by autonomous hand held GPS
 JU1521.observations and have an estimated accuracy of +/- 10 meters.
 JU1521
 JU1521.The orthometric height was determined by differential leveling and
 JU1521.adjusted by the NATIONAL GEODETIC SURVEY
 JU1521.in June 1991.
 JU1521
 JU1521.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1521.GEOID18 height accuracy estimate available here.
 JU1521
 JU1521.Click photographs - Photos may exist for this station.
 JU1521
 JU1521.The dynamic height is computed by dividing the NAVD 88
 JU1521.geopotential number by the normal gravity value computed on the
 JU1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1521.degrees latitude (g = 980.6199 gals.).
 JU1521
 JU1521.The modeled gravity was interpolated from observed gravity values.
 JU1521
 JU1521;                    North         East    Units  Estimated Accuracy
 JU1521;SPC DE       -   202,147.      185,697.      MT  (+/- 10 meters HH2 GPS)
 JU1521
 JU1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5004308031(NAD 83)
 JU1521
 JU1521                          SUPERSEDED SURVEY CONTROL
 JU1521
 JU1521  NGVD 29 (11/26/84)   78.408  (m)          257.24   (f) ADJUSTED    2 0
 JU1521
 JU1521.Superseded values are not recommended for survey control.
 JU1521
 JU1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1521.See file dsdata.pdf to determine how the superseded data were derived.
 JU1521
 JU1521_MARKER: R = RIVET
 JU1521_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1521_SP_SET: BRIDGE
 JU1521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1521+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1521
 JU1521  HISTORY     - Date     Condition        Report By
 JU1521  HISTORY     - UNK      MONUMENTED       RDGRR
 JU1521  HISTORY     - 1935     GOOD             CGS
 JU1521  HISTORY     - 1976     GOOD             LOCSUR
 JU1521  HISTORY     - 1981     GOOD             UDE
 JU1521  HISTORY     - 19980208 GOOD             USPSQD
 JU1521  HISTORY     - 20130711 GOOD             DELCOS
 JU1521
 JU1521                          STATION DESCRIPTION
 JU1521
 JU1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU1521'0.4 MI N FROM GUYENCOURT.
 JU1521'0.4 MILE NORTH ALONG THE READING CO. RAILWAY FROM THE STATION
 JU1521'AT GUYENCOURT, NEW CASTLE COUNTY, AT BRIDGE 9.71, IN THE TOP
 JU1521'OF THE SOUTHEAST CORNER OF THE SOUTHWEST CONCRETE WING WALL,
 JU1521'AND 5 FEET WEST OF THE WEST RAIL.  A STANDARD MONEL-METAL RIVET.
 JU1521
 JU1521                          STATION RECOVERY (1976)
 JU1521
 JU1521'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 JU1521'RECOVERED IN GOOD CONDITION.
 JU1521
 JU1521                          STATION RECOVERY (1981)
 JU1521
 JU1521'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1521'RECOVERED IN GOOD CONDITION.
 JU1521
 JU1521                          STATION RECOVERY (1998)
 JU1521
 JU1521'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU1521'RECOVERED IN GOOD CONDITION.
 JU1521
 JU1521                          STATION RECOVERY (2013)
 JU1521
 JU1521'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1521'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1520 ***********************************************************************
 JU1520  DESIGNATION -  RV 16 RDGRR
 JU1520  PID         -  JU1520
 JU1520  STATE/COUNTY-  DE/NEW CASTLE
 JU1520  COUNTRY     -  US
 JU1520  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU1520
 JU1520                         *CURRENT SURVEY CONTROL
 JU1520  ______________________________________________________________________
 JU1520* NAD 83(1986) POSITION- 39 49 56.4    (N) 075 35 08.4    (W)   HD_HELD2
 JU1520* NAVD 88 ORTHO HEIGHT -    65.880 (meters)      216.14  (feet) ADJUSTED
 JU1520  ______________________________________________________________________
 JU1520  GEOID HEIGHT    -        -32.905 (meters)                     GEOID18
 JU1520  DYNAMIC HEIGHT  -         65.849 (meters)      216.04  (feet) COMP
 JU1520  MODELED GRAVITY -    980,163.2   (mgal)                       NAVD 88
 JU1520
 JU1520  VERT ORDER      -  SECOND    CLASS 0
 JU1520
 JU1520.The horizontal coordinates were established by autonomous hand held GPS
 JU1520.observations and have an estimated accuracy of +/- 10 meters.
 JU1520
 JU1520.The orthometric height was determined by differential leveling and
 JU1520.adjusted by the NATIONAL GEODETIC SURVEY
 JU1520.in June 1991.
 JU1520
 JU1520.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1520.GEOID18 height accuracy estimate available here.
 JU1520
 JU1520.Click photographs - Photos may exist for this station.
 JU1520
 JU1520.The dynamic height is computed by dividing the NAVD 88
 JU1520.geopotential number by the normal gravity value computed on the
 JU1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1520.degrees latitude (g = 980.6199 gals.).
 JU1520
 JU1520.The modeled gravity was interpolated from observed gravity values.
 JU1520
 JU1520;                    North         East    Units  Estimated Accuracy
 JU1520;SPC DE       -   203,427.      185,533.      MT  (+/- 10 meters HH2 GPS)
 JU1520
 JU1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK4988509312(NAD 83)
 JU1520
 JU1520                          SUPERSEDED SURVEY CONTROL
 JU1520
 JU1520  NGVD 29 (11/26/84)   66.187  (m)          217.15   (f) ADJUSTED    2 0
 JU1520
 JU1520.Superseded values are not recommended for survey control.
 JU1520
 JU1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1520.See file dsdata.pdf to determine how the superseded data were derived.
 JU1520
 JU1520_MARKER: R = RIVET
 JU1520_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU1520_SP_SET: CULVERT HEADWALL
 JU1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1520+STABILITY: SURFACE MOTION
 JU1520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1520+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1520
 JU1520  HISTORY     - Date     Condition        Report By
 JU1520  HISTORY     - UNK      MONUMENTED       RDGRR
 JU1520  HISTORY     - 1935     GOOD             CGS
 JU1520  HISTORY     - 1981     GOOD             UDE
 JU1520  HISTORY     - 19980208 GOOD             USPSQD
 JU1520  HISTORY     - 20101202 GOOD             PADT
 JU1520  HISTORY     - 20130711 GOOD             DELCOS
 JU1520
 JU1520                          STATION DESCRIPTION
 JU1520
 JU1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU1520'AT GRANOGUE, NEW CASTLE COUNTY, ABOUT 450 FEET SOUTH OF THE
 JU1520'READING CO. RAILWAY STATION, AT A CULVERT UNDER A PUBLIC ROAD,
 JU1520'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL,
 JU1520'AND 33 FEET WEST OF THE WEST RAIL.  A STANDARD MONEL-METAL RIVET.
 JU1520
 JU1520                          STATION RECOVERY (1981)
 JU1520
 JU1520'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1520'THE MARK IS 20 FEET OF CROSSING GRANOGUE IN THE TOP OF THE HEADWALL
 JU1520'OF A CULVERT ON THE SIDE OF THE ROAD 4 FEET NORTH OF DP AND L POLE
 JU1520'NUMBER 44. A STANDARD MONEL METAL RIVET.
 JU1520
 JU1520                          STATION RECOVERY (1998)
 JU1520
 JU1520'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU1520'RECOVERED IN GOOD CONDITION.
 JU1520
 JU1520                          STATION RECOVERY (2010)
 JU1520
 JU1520'RECOVERY NOTE BY PA DEPT OF TRANSP 2010 (LGB)
 JU1520'RECOVERED IN GOOD CONDITION.
 JU1520
 JU1520                          STATION RECOVERY (2013)
 JU1520
 JU1520'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1520'NEAR TELEPHONE POLE NUMBER 47589/46549.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1519 ***********************************************************************
 JU1519  DESIGNATION -  RV 17
 JU1519  PID         -  JU1519
 JU1519  STATE/COUNTY-  DE/NEW CASTLE
 JU1519  COUNTRY     -  US
 JU1519  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU1519
 JU1519                         *CURRENT SURVEY CONTROL
 JU1519  ______________________________________________________________________
 JU1519* NAD 83(1986) POSITION- 39 50 16.     (N) 075 35 04.     (W)   SCALED
 JU1519* NAVD 88 ORTHO HEIGHT -    60.113 (meters)      197.22  (feet) ADJUSTED
 JU1519  ______________________________________________________________________
 JU1519  GEOID HEIGHT    -        -32.914 (meters)                     GEOID18
 JU1519  DYNAMIC HEIGHT  -         60.085 (meters)      197.13  (feet) COMP
 JU1519  MODELED GRAVITY -    980,163.3   (mgal)                       NAVD 88
 JU1519
 JU1519  VERT ORDER      -  SECOND    CLASS 0
 JU1519
 JU1519.The horizontal coordinates were scaled from a map and have
 JU1519.an estimated accuracy of +/- 6 seconds.
 JU1519
 JU1519.The orthometric height was determined by differential leveling and
 JU1519.adjusted by the NATIONAL GEODETIC SURVEY
 JU1519.in June 1991.
 JU1519
 JU1519.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1519.GEOID18 height accuracy estimate available here.
 JU1519
 JU1519.Click photographs - Photos may exist for this station.
 JU1519
 JU1519.The dynamic height is computed by dividing the NAVD 88
 JU1519.geopotential number by the normal gravity value computed on the
 JU1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1519.degrees latitude (g = 980.6199 gals.).
 JU1519
 JU1519.The modeled gravity was interpolated from observed gravity values.
 JU1519
 JU1519;                    North         East    Units  Estimated Accuracy
 JU1519;SPC DE       -   204,030.      185,640.      MT  (+/- 180 meters Scaled)
 JU1519
 JU1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK499099(NAD 83)
 JU1519
 JU1519                          SUPERSEDED SURVEY CONTROL
 JU1519
 JU1519  NGVD 29 (11/26/84)   60.420  (m)          198.23   (f) ADJUSTED    2 0
 JU1519
 JU1519.Superseded values are not recommended for survey control.
 JU1519
 JU1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1519.See file dsdata.pdf to determine how the superseded data were derived.
 JU1519
 JU1519_MARKER: R = RIVET
 JU1519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1519_SP_SET: BRIDGE
 JU1519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1519
 JU1519  HISTORY     - Date     Condition        Report By
 JU1519  HISTORY     - UNK      MONUMENTED       RDGRR
 JU1519  HISTORY     - 1935     GOOD             CGS
 JU1519  HISTORY     - 1981     GOOD             UDE
 JU1519  HISTORY     - 1984     GOOD             LOCSUR
 JU1519  HISTORY     - 19980208 GOOD             USPSQD
 JU1519  HISTORY     - 20101202 MARK NOT FOUND   PADT
 JU1519
 JU1519                          STATION DESCRIPTION
 JU1519
 JU1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU1519'0.5 MI N FROM GRANOGUE.
 JU1519'0.5 MILE NORTH ALONG THE READING CO. RAILWAY FROM THE STATION
 JU1519'AT GRANOGUE, NEW CASTLE COUNTY, AT BRIDGE 11.61, IN THE TOP OF
 JU1519'THE SOUTHWEST CORNER OF THE SOUTHWEST CONCRETE WING WALL, AND
 JU1519'5 1/2 FEET WEST OF THE WEST RAIL.  A STANDARD MONEL-METAL RIVET.
 JU1519
 JU1519                          STATION RECOVERY (1981)
 JU1519
 JU1519'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1519'RECOVERED IN GOOD CONDITION.
 JU1519
 JU1519                          STATION RECOVERY (1984)
 JU1519
 JU1519'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 JU1519'RECOVERED IN GOOD CONDITION.
 JU1519
 JU1519                          STATION RECOVERY (1998)
 JU1519
 JU1519'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU1519'RECOVERED IN GOOD CONDITION.
 JU1519
 JU1519                          STATION RECOVERY (2010)
 JU1519
 JU1519'RECOVERY NOTE BY PA DEPT OF TRANSP 2010 (LGB)
 JU1519'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1624 ***********************************************************************
 JU1624  DESIGNATION -  RV 17
 JU1624  PID         -  JU1624
 JU1624  STATE/COUNTY-  DE/NEW CASTLE
 JU1624  COUNTRY     -  US
 JU1624  USGS QUAD   -  NEWARK WEST (2016)
 JU1624
 JU1624                         *CURRENT SURVEY CONTROL
 JU1624  ______________________________________________________________________
 JU1624* NAD 83(1986) POSITION- 39 40 33.0    (N) 075 46 25.9    (W)   HD_HELD2
 JU1624* NAVD 88 ORTHO HEIGHT -    38.389 (meters)      125.95  (feet) ADJUSTED
 JU1624  ______________________________________________________________________
 JU1624  GEOID HEIGHT    -        -33.016 (meters)                     GEOID18
 JU1624  DYNAMIC HEIGHT  -         38.371 (meters)      125.89  (feet) COMP
 JU1624  MODELED GRAVITY -    980,151.6   (mgal)                       NAVD 88
 JU1624
 JU1624  VERT ORDER      -  FIRST     CLASS II
 JU1624
 JU1624.The horizontal coordinates were established by autonomous hand held GPS
 JU1624.observations and have an estimated accuracy of +/- 10 meters.
 JU1624
 JU1624.The orthometric height was determined by differential leveling and
 JU1624.adjusted by the NATIONAL GEODETIC SURVEY
 JU1624.in June 1991.
 JU1624
 JU1624.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1624.GEOID18 height accuracy estimate available here.
 JU1624
 JU1624.Click photographs - Photos may exist for this station.
 JU1624
 JU1624.The dynamic height is computed by dividing the NAVD 88
 JU1624.geopotential number by the normal gravity value computed on the
 JU1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1624.degrees latitude (g = 980.6199 gals.).
 JU1624
 JU1624.The modeled gravity was interpolated from observed gravity values.
 JU1624
 JU1624;                    North         East    Units  Estimated Accuracy
 JU1624;SPC DE       -   186,098.      169,354.      MT  (+/- 10 meters HH2 GPS)
 JU1624
 JU1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3363192065(NAD 83)
 JU1624
 JU1624                          SUPERSEDED SURVEY CONTROL
 JU1624
 JU1624  NGVD 29 (11/26/84)   38.735  (m)          127.08   (f) ADJUSTED    1 2
 JU1624
 JU1624.Superseded values are not recommended for survey control.
 JU1624
 JU1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1624.See file dsdata.pdf to determine how the superseded data were derived.
 JU1624
 JU1624_MARKER: R = RIVET
 JU1624_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU1624_SP_SET: HEADWALL
 JU1624_MARK LOGO: NONE
 JU1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1624+STABILITY: SURFACE MOTION
 JU1624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1624+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2013
 JU1624
 JU1624  HISTORY     - Date     Condition        Report By
 JU1624  HISTORY     - UNK      MONUMENTED       BORR
 JU1624  HISTORY     - 1959     GOOD             CGS
 JU1624  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 JU1624  HISTORY     - 19901108 GOOD             NGS
 JU1624  HISTORY     - 20061229 GOOD             USPSQD
 JU1624  HISTORY     - 20130711 GOOD             DELCOS
 JU1624  HISTORY     - 20131030 GOOD             JMT
 JU1624
 JU1624                          STATION DESCRIPTION
 JU1624
 JU1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1624'1 MI SW FROM NEWARK.
 JU1624'1.0 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
 JU1624'STATION AT NEWARK, ON THE TOP OF THE EAST END OF THE SOUTH
 JU1624'CONCRETE HEADWALL OF THE BALTIMORE AND OHIO RAILROAD OVERPASS
 JU1624'OVER THE COSHOES MILL ROAD, 7.3 FEET SOUTH OF THE SOUTH RAIL, 1.2
 JU1624'FEET WEST OF THE EAST END OF THE HEADWALL AND 1 1/2 FEET BELOW
 JU1624'THE LEVEL OF THE TRACK.
 JU1624
 JU1624                          STATION RECOVERY (1983)
 JU1624
 JU1624'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 JU1624'MARK NOT FOUND.
 JU1624
 JU1624                          STATION RECOVERY (1990)
 JU1624
 JU1624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU1624'1.9 KM (1.2 MI) SOUTHWESTERLY ALONG ELKTON ROAD FROM THE JUNCTION OF
 JU1624'MAIN STREET (STATE HIGHWAY 273) IN NEWARK, THENCE 0.6 KM (0.4 MI)
 JU1624'NORTHWESTERLY ALONG CASHO MILL ROAD, A MONEL RIVET IN TOP OF AND 0.3 M
 JU1624'(1.0 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF THE
 JU1624'CONRAIL RAILROAD OVERPASS OF CASHO MILL ROAD, 5.7 M (18.7 FT)
 JU1624'SOUTHEAST OF THE NEAR RAIL, 4.4 M (14.4 FT) NORTHEAST OF THE ROAD
 JU1624'CENTER, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 JU1624
 JU1624                          STATION RECOVERY (2006)
 JU1624
 JU1624'RECOVERY NOTE BY US POWER SQUADRON 2006 (TDM)
 JU1624'MODIFICATIONS TO THE 1990 STATION RECOVERY. MARK IS 1.0 FOOT BELOW THE
 JU1624'LEVEL OF THE RAILROAD RAIL, NOT THE HIGHWAY.  THE RAILROAD IS NOW CSX
 JU1624'TRACKAGE.
 JU1624
 JU1624                          STATION RECOVERY (2013)
 JU1624
 JU1624'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1624'RECOVERED IN GOOD CONDITION.
 JU1624
 JU1624                          STATION RECOVERY (2013)
 JU1624
 JU1624'RECOVERY NOTE BY JOHNSON MIRMIRAN AND THOMPSON PA 2013 (TKY)
 JU1624'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1518 ***********************************************************************
 JU1518  DESIGNATION -  RV 18
 JU1518  PID         -  JU1518
 JU1518  STATE/COUNTY-  DE/NEW CASTLE
 JU1518  COUNTRY     -  US
 JU1518  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU1518
 JU1518                         *CURRENT SURVEY CONTROL
 JU1518  ______________________________________________________________________
 JU1518* NAD 83(1986) POSITION- 39 50 15.     (N) 075 35 52.     (W)   SCALED
 JU1518* NAVD 88 ORTHO HEIGHT -    49.790 (meters)      163.35  (feet) ADJUSTED
 JU1518  ______________________________________________________________________
 JU1518  GEOID HEIGHT    -        -32.922 (meters)                     GEOID18
 JU1518  DYNAMIC HEIGHT  -         49.766 (meters)      163.27  (feet) COMP
 JU1518  MODELED GRAVITY -    980,162.6   (mgal)                       NAVD 88
 JU1518
 JU1518  VERT ORDER      -  SECOND    CLASS 0
 JU1518
 JU1518.The horizontal coordinates were scaled from a map and have
 JU1518.an estimated accuracy of +/- 6 seconds.
 JU1518
 JU1518.The orthometric height was determined by differential leveling and
 JU1518.adjusted by the NATIONAL GEODETIC SURVEY
 JU1518.in June 1991.
 JU1518
 JU1518.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1518.GEOID18 height accuracy estimate available here.
 JU1518
 JU1518.Click photographs - Photos may exist for this station.
 JU1518
 JU1518.The dynamic height is computed by dividing the NAVD 88
 JU1518.geopotential number by the normal gravity value computed on the
 JU1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1518.degrees latitude (g = 980.6199 gals.).
 JU1518
 JU1518.The modeled gravity was interpolated from observed gravity values.
 JU1518
 JU1518;                    North         East    Units  Estimated Accuracy
 JU1518;SPC DE       -   204,000.      184,500.      MT  (+/- 180 meters Scaled)
 JU1518
 JU1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK488098(NAD 83)
 JU1518
 JU1518                          SUPERSEDED SURVEY CONTROL
 JU1518
 JU1518  NGVD 29 (11/26/84)   50.098  (m)          164.36   (f) ADJUSTED    2 0
 JU1518
 JU1518.Superseded values are not recommended for survey control.
 JU1518
 JU1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1518.See file dsdata.pdf to determine how the superseded data were derived.
 JU1518
 JU1518_MARKER: R = RIVET
 JU1518_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1518_SP_SET: BRIDGE
 JU1518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1518_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1518+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2006
 JU1518
 JU1518  HISTORY     - Date     Condition        Report By
 JU1518  HISTORY     - UNK      MONUMENTED       RDGRR
 JU1518  HISTORY     - 1935     GOOD             CGS
 JU1518  HISTORY     - 1981     GOOD             UDE
 JU1518  HISTORY     - 20031115 GOOD             USPSQD
 JU1518  HISTORY     - 20060921 GOOD             BAKER
 JU1518  HISTORY     - 20061016 GOOD             BAKER
 JU1518
 JU1518                          STATION DESCRIPTION
 JU1518
 JU1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU1518'0.7 MI S FROM COSSART.
 JU1518'IN NEW CASTLE COUNTY, DELAWARE, ABOUT 0.7 MILE SOUTH ALONG THE
 JU1518'READING CO. RAILWAY FROM THE STATION AT COSSART, DELAWARE COUNTY,
 JU1518'PENNSYLVANIA, AT BRIDGE 12.68, IN THE TOP OF THE SOUTHEAST CORNER
 JU1518'OF THE SOUTHWEST CONCRETE WING WALL, AND 6 FEET WEST OF THE
 JU1518'WEST RAIL.  A STANDARD MONEL-METAL RIVET.
 JU1518
 JU1518                          STATION RECOVERY (1981)
 JU1518
 JU1518'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1518'RECOVERED IN GOOD CONDITION.
 JU1518
 JU1518                          STATION RECOVERY (2003)
 JU1518
 JU1518'RECOVERY NOTE BY US POWER SQUADRON 2003 (MWE)
 JU1518'BRIDGE IS ABOUT 140 FEET N OF STATE LINE SIGN WHICH IS LOCATED TO THE
 JU1518'E OF THE RR RIGHT-OF-WAY.
 JU1518
 JU1518                          STATION RECOVERY (2006)
 JU1518
 JU1518'RECOVERY NOTE BY M BAKER JR INCORPORATED 2006 (CJG)
 JU1518'RECOVERED IN GOOD CONDITION.
 JU1518
 JU1518                          STATION RECOVERY (2006)
 JU1518
 JU1518'RECOVERY NOTE BY M BAKER JR INCORPORATED 2006 (CJG)
 JU1518'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1807 ***********************************************************************
 JU1807  TIDAL BM    -  This is a Tidal Bench Mark.
 JU1807  DESIGNATION -  RV 1=TIDAL
 JU1807  PID         -  JU1807
 JU1807  STATE/COUNTY-  DE/NEW CASTLE
 JU1807  COUNTRY     -  US
 JU1807  USGS QUAD   -  DELAWARE CITY (2016)
 JU1807
 JU1807                         *CURRENT SURVEY CONTROL
 JU1807  ______________________________________________________________________
 JU1807* NAD 83(1986) POSITION- 39 32 25.5    (N) 075 34 45.9    (W)   HD_HELD2
 JU1807* NAVD 88 ORTHO HEIGHT -     2.033 (meters)        6.67  (feet) ADJUSTED
 JU1807  ______________________________________________________________________
 JU1807  GEOID HEIGHT    -        -33.468 (meters)                     GEOID18
 JU1807  DYNAMIC HEIGHT  -          2.032 (meters)        6.67  (feet) COMP
 JU1807  MODELED GRAVITY -    980,123.3   (mgal)                       NAVD 88
 JU1807
 JU1807  VERT ORDER      -  FIRST     CLASS I
 JU1807
 JU1807.The horizontal coordinates were established by autonomous hand held GPS
 JU1807.observations and have an estimated accuracy of +/- 10 meters.
 JU1807
 JU1807.The orthometric height was determined by differential leveling and
 JU1807.adjusted by the NATIONAL GEODETIC SURVEY
 JU1807.in June 1991.
 JU1807
 JU1807.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1807.GEOID18 height accuracy estimate available here.
 JU1807
 JU1807.This Tidal Bench Mark is designated as VM 387
 JU1807.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU1807
 JU1807.Click photographs - Photos may exist for this station.
 JU1807
 JU1807.The dynamic height is computed by dividing the NAVD 88
 JU1807.geopotential number by the normal gravity value computed on the
 JU1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1807.degrees latitude (g = 980.6199 gals.).
 JU1807
 JU1807.The modeled gravity was interpolated from observed gravity values.
 JU1807
 JU1807;                    North         East    Units  Estimated Accuracy
 JU1807;SPC DE       -   171,015.      186,009.      MT  (+/- 10 meters HH2 GPS)
 JU1807
 JU1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5021176910(NAD 83)
 JU1807
 JU1807                          SUPERSEDED SURVEY CONTROL
 JU1807
 JU1807  NGVD 29 (01/10/92)    2.323  (m)            7.62   (f) ADJUSTED    1 1
 JU1807  NGVD 29 (??/??/87)    2.323  (m)            7.62   (f) SUPERSEDED  1 1
 JU1807
 JU1807.Superseded values are not recommended for survey control.
 JU1807
 JU1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1807.See file dsdata.pdf to determine how the superseded data were derived.
 JU1807
 JU1807_MARKER: R = RIVET
 JU1807_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1807_SP_SET: BRIDGE
 JU1807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1807+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1807
 JU1807  HISTORY     - Date     Condition        Report By
 JU1807  HISTORY     - UNK      MONUMENTED       CGS
 JU1807  HISTORY     - 1971     GOOD             NGS
 JU1807  HISTORY     - 1979     GOOD             NGS
 JU1807  HISTORY     - 19901126 GOOD             USPSQD
 JU1807  HISTORY     - 20130711 GOOD             DELCOS
 JU1807
 JU1807                          STATION DESCRIPTION
 JU1807
 JU1807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JU1807'1.6 MI N FROM PORT PENN.
 JU1807'ABOUT 1.55 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE T
 JU1807'JUNCTION OF MARKET STREET AT THE WEST EDGE OF PORT PENN, 0.45
 JU1807'MILE SOUTH OF THE SOUTH END OF THE HIGHWAY BRIDGE OVER THE
 JU1807'CHESAPEAKE AND DELAWARE CANAL AT REEDY POINT, SET ON THE TOP
 JU1807'OF THE NORTH END OF THE WEST CONCRETE HEADWALL FOR A 28 FOOT
 JU1807'BRIDGE OVER ST GEORGE CREEK, 19.8 FEET WEST OF THE CENTER LINE
 JU1807'OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- MARK
 JU1807'MAY BE REACHED BY GOING 2.1 MILES SOUTHEAST AND SOUTH ALONG
 JU1807'STATE HIGHWAY 9 FROM THE SOUTHEAST END OF THE DRAWBRIDGE OVER
 JU1807'DELAWARE CITY BRANCH CANAL AT DELAWARE CITY.
 JU1807
 JU1807                          STATION RECOVERY (1979)
 JU1807
 JU1807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1807'RECOVERED IN GOOD CONDITION.
 JU1807
 JU1807                          STATION RECOVERY (1990)
 JU1807
 JU1807'RECOVERY NOTE BY US POWER SQUADRON 1990 (CSU)
 JU1807'RECOVERED IN GOOD CONDITION.
 JU1807
 JU1807                          STATION RECOVERY (2013)
 JU1807
 JU1807'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1807'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1391 ***********************************************************************
 JU1391  DESIGNATION -  RV 2
 JU1391  PID         -  JU1391
 JU1391  STATE/COUNTY-  DE/NEW CASTLE
 JU1391  COUNTRY     -  US
 JU1391  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1391
 JU1391                         *CURRENT SURVEY CONTROL
 JU1391  ______________________________________________________________________
 JU1391* NAD 83(1986) POSITION- 39 44 09.     (N) 075 34 45.     (W)   SCALED
 JU1391* NAVD 88 ORTHO HEIGHT -    30.930 (meters)      101.48  (feet) ADJUSTED
 JU1391  ______________________________________________________________________
 JU1391  GEOID HEIGHT    -        -32.921 (meters)                     GEOID18
 JU1391  DYNAMIC HEIGHT  -         30.916 (meters)      101.43  (feet) COMP
 JU1391  MODELED GRAVITY -    980,175.1   (mgal)                       NAVD 88
 JU1391
 JU1391  VERT ORDER      -  FIRST     CLASS II
 JU1391
 JU1391.The horizontal coordinates were scaled from a map and have
 JU1391.an estimated accuracy of +/- 6 seconds.
 JU1391
 JU1391.The orthometric height was determined by differential leveling and
 JU1391.adjusted by the NATIONAL GEODETIC SURVEY
 JU1391.in June 1991.
 JU1391
 JU1391.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1391.GEOID18 height accuracy estimate available here.
 JU1391
 JU1391.Click photographs - Photos may exist for this station.
 JU1391
 JU1391.The dynamic height is computed by dividing the NAVD 88
 JU1391.geopotential number by the normal gravity value computed on the
 JU1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1391.degrees latitude (g = 980.6199 gals.).
 JU1391
 JU1391.The modeled gravity was interpolated from observed gravity values.
 JU1391
 JU1391;                    North         East    Units  Estimated Accuracy
 JU1391;SPC DE       -   192,710.      186,070.      MT  (+/- 180 meters Scaled)
 JU1391
 JU1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ503985(NAD 83)
 JU1391
 JU1391                          SUPERSEDED SURVEY CONTROL
 JU1391
 JU1391  NGVD 29 (11/26/84)   31.282  (m)          102.63   (f) ADJUSTED    1 2
 JU1391
 JU1391.Superseded values are not recommended for survey control.
 JU1391
 JU1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1391.See file dsdata.pdf to determine how the superseded data were derived.
 JU1391
 JU1391_MARKER: R = RIVET
 JU1391_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU1391_SP_SET: CULVERT
 JU1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1391+STABILITY: SURFACE MOTION
 JU1391
 JU1391  HISTORY     - Date     Condition        Report By
 JU1391  HISTORY     - UNK      MONUMENTED       BORR
 JU1391  HISTORY     - 1931     GOOD             CGS
 JU1391  HISTORY     - 1946     GOOD             CGS
 JU1391  HISTORY     - 1981     GOOD             UDE
 JU1391  HISTORY     - 19910216 GOOD             USPSQD
 JU1391
 JU1391                          STATION DESCRIPTION
 JU1391
 JU1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 JU1391'1.2 MI W FROM WILMINGTON.
 JU1391'IN THE NORTHWEST SECTION OF WILIMINGTON, NEW CASTLE COUNTY,
 JU1391'1-1/2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JU1391'THE STATION, AT POLE 26-47, AT CULVERT 64-B, AND IN THE EAST
 JU1391'END OF THE SOUTH HEAD WALL.  A STANDARD MONEL-METAL RIVET.
 JU1391
 JU1391                          STATION RECOVERY (1946)
 JU1391
 JU1391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 JU1391'RECOVERED IN GOOD CONDITION.
 JU1391
 JU1391                          STATION RECOVERY (1981)
 JU1391
 JU1391'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1391'RECOVERED IN GOOD CONDITION.
 JU1391
 JU1391                          STATION RECOVERY (1991)
 JU1391
 JU1391'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAR)
 JU1391'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1810 ***********************************************************************
 JU1810  DESIGNATION -  RV 2=TIDAL
 JU1810  PID         -  JU1810
 JU1810  STATE/COUNTY-  DE/NEW CASTLE
 JU1810  COUNTRY     -  US
 JU1810  USGS QUAD   -  DELAWARE CITY (2016)
 JU1810
 JU1810                         *CURRENT SURVEY CONTROL
 JU1810  ______________________________________________________________________
 JU1810* NAD 83(1986) POSITION- 39 31 22.4    (N) 075 34 40.1    (W)   HD_HELD2
 JU1810* NAVD 88 ORTHO HEIGHT -     1.724 (meters)        5.66  (feet) ADJUSTED
 JU1810  ______________________________________________________________________
 JU1810  GEOID HEIGHT    -        -33.520 (meters)                     GEOID18
 JU1810  DYNAMIC HEIGHT  -          1.723 (meters)        5.65  (feet) COMP
 JU1810  MODELED GRAVITY -    980,119.3   (mgal)                       NAVD 88
 JU1810
 JU1810  VERT ORDER      -  FIRST     CLASS I
 JU1810
 JU1810.The horizontal coordinates were established by autonomous hand held GPS
 JU1810.observations and have an estimated accuracy of +/- 10 meters.
 JU1810
 JU1810.The orthometric height was determined by differential leveling and
 JU1810.adjusted by the NATIONAL GEODETIC SURVEY
 JU1810.in June 1991.
 JU1810
 JU1810.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1810.GEOID18 height accuracy estimate available here.
 JU1810
 JU1810.Click photographs - Photos may exist for this station.
 JU1810
 JU1810.The dynamic height is computed by dividing the NAVD 88
 JU1810.geopotential number by the normal gravity value computed on the
 JU1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1810.degrees latitude (g = 980.6199 gals.).
 JU1810
 JU1810.The modeled gravity was interpolated from observed gravity values.
 JU1810
 JU1810;                    North         East    Units  Estimated Accuracy
 JU1810;SPC DE       -   169,069.      186,145.      MT  (+/- 10 meters HH2 GPS)
 JU1810
 JU1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5033674964(NAD 83)
 JU1810
 JU1810                          SUPERSEDED SURVEY CONTROL
 JU1810
 JU1810  NGVD 29 (01/10/92)    1.961  (m)            6.43   (f) ADJUSTED    1 1
 JU1810  NGVD 29 (??/??/87)    1.961  (m)            6.43   (f) SUPERSEDED  1 1
 JU1810
 JU1810.Superseded values are not recommended for survey control.
 JU1810
 JU1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1810.See file dsdata.pdf to determine how the superseded data were derived.
 JU1810
 JU1810_MARKER: DJ = TIDAL STATION DISK
 JU1810_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1810_SP_SET: GUARD RAIL
 JU1810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1810+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1810
 JU1810  HISTORY     - Date     Condition        Report By
 JU1810  HISTORY     - UNK      MONUMENTED       CGS
 JU1810  HISTORY     - 1963     GOOD             CGS
 JU1810  HISTORY     - 1979     GOOD             NGS
 JU1810  HISTORY     - 1990     GOOD             USPSQD
 JU1810  HISTORY     - 20030323 POOR             USPSQD
 JU1810  HISTORY     - 20130711 GOOD             DELCOS
 JU1810
 JU1810                          STATION DESCRIPTION
 JU1810
 JU1810'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1810'0.4 MI N FROM PORT PENN.
 JU1810'0.4 MILE NORTH ALONG STATE HIGHWAY 9 FROM THE T INTERSECTION
 JU1810'OF MARKET STREET AT THE WEST EDGE OF PORT PENN, AT A HIGHWAY
 JU1810'BRIDGE, SET ON TOP OF THE NORTH END OF THE EAST GUARD RAIL, 13
 JU1810'FEET EAST OF CENTERLINE OF THE HIGHWAY, AND 4 FEET ABOVE LEVEL
 JU1810'OF THE HIGHWAY.
 JU1810
 JU1810                          STATION RECOVERY (1979)
 JU1810
 JU1810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1810'RECOVERED IN GOOD CONDITION.
 JU1810
 JU1810                          STATION RECOVERY (1990)
 JU1810
 JU1810'RECOVERY NOTE BY US POWER SQUADRON 1990 (CSU)
 JU1810'RECOVERED IN GOOD CONDITION.
 JU1810
 JU1810                          STATION RECOVERY (2003)
 JU1810
 JU1810'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLG)
 JU1810'DISK MISSING.  PIN IN PLACE ON WHITE PAINTED CONCRETE BRIDGE AS
 JU1810'DESCRIBED.
 JU1810
 JU1810                          STATION RECOVERY (2013)
 JU1810
 JU1810'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1810'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1535 ***********************************************************************
 JU1535  DESIGNATION -  RV 3
 JU1535  PID         -  JU1535
 JU1535  STATE/COUNTY-  DE/NEW CASTLE
 JU1535  COUNTRY     -  US
 JU1535  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1535
 JU1535                         *CURRENT SURVEY CONTROL
 JU1535  ______________________________________________________________________
 JU1535* NAD 83(1986) POSITION- 39 43 38.     (N) 075 34 22.     (W)   SCALED
 JU1535* NAVD 88 ORTHO HEIGHT -     3.111 (meters)       10.21  (feet) ADJUSTED
 JU1535  ______________________________________________________________________
 JU1535  GEOID HEIGHT    -        -32.945 (meters)                     GEOID18
 JU1535  DYNAMIC HEIGHT  -          3.110 (meters)       10.20  (feet) COMP
 JU1535  MODELED GRAVITY -    980,174.0   (mgal)                       NAVD 88
 JU1535
 JU1535  VERT ORDER      -  SECOND    CLASS 0
 JU1535
 JU1535.The horizontal coordinates were scaled from a map and have
 JU1535.an estimated accuracy of +/- 6 seconds.
 JU1535
 JU1535.The orthometric height was determined by differential leveling and
 JU1535.adjusted by the NATIONAL GEODETIC SURVEY
 JU1535.in June 1991.
 JU1535
 JU1535.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1535.GEOID18 height accuracy estimate available here.
 JU1535
 JU1535.Click photographs - Photos may exist for this station.
 JU1535
 JU1535.The dynamic height is computed by dividing the NAVD 88
 JU1535.geopotential number by the normal gravity value computed on the
 JU1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1535.degrees latitude (g = 980.6199 gals.).
 JU1535
 JU1535.The modeled gravity was interpolated from observed gravity values.
 JU1535
 JU1535;                    North         East    Units  Estimated Accuracy
 JU1535;SPC DE       -   191,760.      186,620.      MT  (+/- 180 meters Scaled)
 JU1535
 JU1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ509976(NAD 83)
 JU1535
 JU1535                          SUPERSEDED SURVEY CONTROL
 JU1535
 JU1535  NGVD 29 (11/26/84)    3.459  (m)           11.35   (f) ADJUSTED    2 0
 JU1535
 JU1535.Superseded values are not recommended for survey control.
 JU1535
 JU1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1535.See file dsdata.pdf to determine how the superseded data were derived.
 JU1535
 JU1535_MARKER: R = RIVET
 JU1535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1535_SP_SET: CONC BASE
 JU1535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1535
 JU1535  HISTORY     - Date     Condition        Report By
 JU1535  HISTORY     - UNK      MONUMENTED       RDGRR
 JU1535  HISTORY     - 1935     GOOD             CGS
 JU1535  HISTORY     - 1975     GOOD             LOCENG
 JU1535  HISTORY     - 19910430 MARK NOT FOUND   USGS
 JU1535
 JU1535                          STATION DESCRIPTION
 JU1535
 JU1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU1535'1.4 MI S FROM ELSMERE JUNCTION.
 JU1535'1.4 MILES SOUTH ALONG THE READING CO. RAILWAY FROM THE CROSSING
 JU1535'OF THE BALTIMORE AND OHIO RAILROAD AT ELSMERE JUNCTION, NEW
 JU1535'CASTLE COUNTY, AT PENNSYLVANIA RAILROAD CATENARY COLUMN 28.35,
 JU1535'IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE, AND 7
 JU1535'FEET WEST OF THE WEST RAIL OF A SIDETRACK.  A STANDARD MONEL-METAL
 JU1535'RIVET.
 JU1535
 JU1535                          STATION RECOVERY (1975)
 JU1535
 JU1535'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JU1535'AT ELSMERE .3 MI. EAST ALONG B AND O LANE FROM THE INTERSECTION OF
 JU1535'DUPONT RD. (RT.100), APPROX. 100 FT. NNW OF POLE 27-35. APPROX 100
 JU1535'FT. SW OF A STEEL I BEAM POWER TRANSMISSION POLE CR13827 NO. 26. 28
 JU1535'FT. N OF NORTH WEST WING WALL OF THE NORTH ABUTMENT. A MONEL STEEL
 JU1535'RIVET.
 JU1535
 JU1535                          STATION RECOVERY (1991)
 JU1535
 JU1535'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1535'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1394 ***********************************************************************
 JU1394  DESIGNATION -  RV 3
 JU1394  PID         -  JU1394
 JU1394  STATE/COUNTY-  DE/NEW CASTLE
 JU1394  COUNTRY     -  US
 JU1394  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1394
 JU1394                         *CURRENT SURVEY CONTROL
 JU1394  ______________________________________________________________________
 JU1394* NAD 83(1986) POSITION- 39 44 02.     (N) 075 35 35.     (W)   SCALED
 JU1394* NAVD 88 ORTHO HEIGHT -    21.309 (meters)       69.91  (feet) ADJUSTED
 JU1394  ______________________________________________________________________
 JU1394  GEOID HEIGHT    -        -32.918 (meters)                     GEOID18
 JU1394  DYNAMIC HEIGHT  -         21.299 (meters)       69.88  (feet) COMP
 JU1394  MODELED GRAVITY -    980,174.9   (mgal)                       NAVD 88
 JU1394
 JU1394  VERT ORDER      -  FIRST     CLASS II
 JU1394
 JU1394.The horizontal coordinates were scaled from a map and have
 JU1394.an estimated accuracy of +/- 6 seconds.
 JU1394
 JU1394.The orthometric height was determined by differential leveling and
 JU1394.adjusted by the NATIONAL GEODETIC SURVEY
 JU1394.in June 1991.
 JU1394
 JU1394.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1394.GEOID18 height accuracy estimate available here.
 JU1394
 JU1394.Click photographs - Photos may exist for this station.
 JU1394
 JU1394.The dynamic height is computed by dividing the NAVD 88
 JU1394.geopotential number by the normal gravity value computed on the
 JU1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1394.degrees latitude (g = 980.6199 gals.).
 JU1394
 JU1394.The modeled gravity was interpolated from observed gravity values.
 JU1394
 JU1394;                    North         East    Units  Estimated Accuracy
 JU1394;SPC DE       -   192,500.      184,880.      MT  (+/- 180 meters Scaled)
 JU1394
 JU1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ491983(NAD 83)
 JU1394
 JU1394                          SUPERSEDED SURVEY CONTROL
 JU1394
 JU1394  NGVD 29 (11/26/84)   21.663  (m)           71.07   (f) ADJUSTED    1 2
 JU1394
 JU1394.Superseded values are not recommended for survey control.
 JU1394
 JU1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1394.See file dsdata.pdf to determine how the superseded data were derived.
 JU1394
 JU1394_MARKER: R = RIVET
 JU1394_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JU1394_SP_SET: BOX CULVERT
 JU1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1394+STABILITY: SURFACE MOTION
 JU1394
 JU1394  HISTORY     - Date     Condition        Report By
 JU1394  HISTORY     - UNK      MONUMENTED       BORR
 JU1394  HISTORY     - 1931     GOOD             CGS
 JU1394  HISTORY     - 1946     GOOD             CGS
 JU1394  HISTORY     - 1975     GOOD             LOCENG
 JU1394  HISTORY     - 1981     POOR             UDE
 JU1394
 JU1394                          STATION DESCRIPTION
 JU1394
 JU1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 JU1394'3 MI W FROM WILMINGTON.
 JU1394'3 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JU1394'WILMINGTON, NEW CASTLE COUNTY, 1/2 MILE EAST OF THE COALING
 JU1394'STATION AT WILSMERE, 325 FEET NORTHWEST OF A WATER TANK, AT
 JU1394'CONCRETE-BOX CULVERT 64-A, AND IN THE TOP OF THE WEST WING WALL
 JU1394'OF THE NORTH ABUTMENT.  A STANDARD MONEL-METAL RIVET.
 JU1394
 JU1394                          STATION RECOVERY (1946)
 JU1394
 JU1394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946
 JU1394'RECOVERED IN GOOD CONDITION.
 JU1394
 JU1394                          STATION RECOVERY (1975)
 JU1394
 JU1394'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JU1394'AT ELSMERE .3 MI. EAST ALONG B AND O LANE FROM THE INTERSECTION OF
 JU1394'DUPONT RD. (RT.100), APPROX. 100 FT. NNW OF POLE 27-35. APPROX 100
 JU1394'FT. SW OF A STEEL I BEAM POWER TRANSMISSION POLE CR13827 NO. 26. 28
 JU1394'FT. N OF NORTH WEST WING WALL OF THE NORTH ABUTMENT. A MONEL STEEL
 JU1394'RIVET.
 JU1394
 JU1394                          STATION RECOVERY (1981)
 JU1394
 JU1394'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1394'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1534 ***********************************************************************
 JU1534  DESIGNATION -  RV 4
 JU1534  PID         -  JU1534
 JU1534  STATE/COUNTY-  DE/NEW CASTLE
 JU1534  COUNTRY     -  US
 JU1534  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1534
 JU1534                         *CURRENT SURVEY CONTROL
 JU1534  ______________________________________________________________________
 JU1534* NAD 83(1986) POSITION- 39 43 59.     (N) 075 34 42.     (W)   SCALED
 JU1534* NAVD 88 ORTHO HEIGHT -    14.079 (meters)       46.19  (feet) ADJUSTED
 JU1534  ______________________________________________________________________
 JU1534  GEOID HEIGHT    -        -32.928 (meters)                     GEOID18
 JU1534  DYNAMIC HEIGHT  -         14.073 (meters)       46.17  (feet) COMP
 JU1534  MODELED GRAVITY -    980,174.8   (mgal)                       NAVD 88
 JU1534
 JU1534  VERT ORDER      -  SECOND    CLASS 0
 JU1534
 JU1534.The horizontal coordinates were scaled from a map and have
 JU1534.an estimated accuracy of +/- 6 seconds.
 JU1534
 JU1534.The orthometric height was determined by differential leveling and
 JU1534.adjusted by the NATIONAL GEODETIC SURVEY
 JU1534.in June 1991.
 JU1534
 JU1534.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1534.GEOID18 height accuracy estimate available here.
 JU1534
 JU1534.Click photographs - Photos may exist for this station.
 JU1534
 JU1534.The dynamic height is computed by dividing the NAVD 88
 JU1534.geopotential number by the normal gravity value computed on the
 JU1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1534.degrees latitude (g = 980.6199 gals.).
 JU1534
 JU1534.The modeled gravity was interpolated from observed gravity values.
 JU1534
 JU1534;                    North         East    Units  Estimated Accuracy
 JU1534;SPC DE       -   192,400.      186,140.      MT  (+/- 180 meters Scaled)
 JU1534
 JU1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ504982(NAD 83)
 JU1534
 JU1534                          SUPERSEDED SURVEY CONTROL
 JU1534
 JU1534  NGVD 29 (11/26/84)   14.424  (m)           47.32   (f) ADJUSTED    2 0
 JU1534
 JU1534.Superseded values are not recommended for survey control.
 JU1534
 JU1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1534.See file dsdata.pdf to determine how the superseded data were derived.
 JU1534
 JU1534_MARKER: R = RIVET
 JU1534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1534_SP_SET: CONC CURB
 JU1534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1534
 JU1534  HISTORY     - Date     Condition        Report By
 JU1534  HISTORY     - UNK      MONUMENTED       RDGRR
 JU1534  HISTORY     - 1935     GOOD             CGS
 JU1534  HISTORY     - 19910430 MARK NOT FOUND   USGS
 JU1534  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1534
 JU1534                          STATION DESCRIPTION
 JU1534
 JU1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU1534'AT ELSMERE JUNCTION.
 JU1534'AT ELSMERE JUNCTION, NEW CASTLE COUNTY, ON THE READING CO.
 JU1534'RAILWAY, IN THE TOP OF THE NORTH CONCRETE CURB OF MARYLAND
 JU1534'AVENUE, 19 1/2 FEET EAST OF THE EAST RAIL OF THE READING CO.
 JU1534'RAILWAY, AND 6 1/2 FEET EAST OF THE EAST RAIL OF THE BALTIMORE
 JU1534'AND OHIO RAILROAD.  A STANDARD MONEL-METAL RIVET.
 JU1534
 JU1534                          STATION RECOVERY (1991)
 JU1534
 JU1534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1534'MARK NOT FOUND.
 JU1534
 JU1534                          STATION RECOVERY (2013)
 JU1534
 JU1534'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1534'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1532 ***********************************************************************
 JU1532  DESIGNATION -  RV 6
 JU1532  PID         -  JU1532
 JU1532  STATE/COUNTY-  DE/NEW CASTLE
 JU1532  COUNTRY     -  US
 JU1532  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1532
 JU1532                         *CURRENT SURVEY CONTROL
 JU1532  ______________________________________________________________________
 JU1532* NAD 83(1986) POSITION- 39 44 54.     (N) 075 35 44.     (W)   SCALED
 JU1532* NAVD 88 ORTHO HEIGHT -    40.350 (meters)      132.38  (feet) ADJUSTED
 JU1532  ______________________________________________________________________
 JU1532  GEOID HEIGHT    -        -32.894 (meters)                     GEOID18
 JU1532  DYNAMIC HEIGHT  -         40.332 (meters)      132.32  (feet) COMP
 JU1532  MODELED GRAVITY -    980,175.4   (mgal)                       NAVD 88
 JU1532
 JU1532  VERT ORDER      -  SECOND    CLASS 0
 JU1532
 JU1532.The horizontal coordinates were scaled from a map and have
 JU1532.an estimated accuracy of +/- 6 seconds.
 JU1532
 JU1532.The orthometric height was determined by differential leveling and
 JU1532.adjusted by the NATIONAL GEODETIC SURVEY
 JU1532.in June 1991.
 JU1532
 JU1532.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1532.GEOID18 height accuracy estimate available here.
 JU1532
 JU1532.Click photographs - Photos may exist for this station.
 JU1532
 JU1532.The dynamic height is computed by dividing the NAVD 88
 JU1532.geopotential number by the normal gravity value computed on the
 JU1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1532.degrees latitude (g = 980.6199 gals.).
 JU1532
 JU1532.The modeled gravity was interpolated from observed gravity values.
 JU1532
 JU1532;                    North         East    Units  Estimated Accuracy
 JU1532;SPC DE       -   194,100.      184,670.      MT  (+/- 180 meters Scaled)
 JU1532
 JU1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ489999(NAD 83)
 JU1532
 JU1532                          SUPERSEDED SURVEY CONTROL
 JU1532
 JU1532  NGVD 29 (11/26/84)   40.682  (m)          133.47   (f) ADJUSTED    2 0
 JU1532
 JU1532.Superseded values are not recommended for survey control.
 JU1532
 JU1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1532.See file dsdata.pdf to determine how the superseded data were derived.
 JU1532
 JU1532_MARKER: R = RIVET
 JU1532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1532_SP_SET: FLASHER SIGNAL BASE
 JU1532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1532
 JU1532  HISTORY     - Date     Condition        Report By
 JU1532  HISTORY     - UNK      MONUMENTED       RDGRR
 JU1532  HISTORY     - 1935     GOOD             CGS
 JU1532  HISTORY     - 19900109 MARK NOT FOUND   USGS
 JU1532  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1532
 JU1532                          STATION DESCRIPTION
 JU1532
 JU1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU1532'0.5 MI S FROM SILVERBROOK.
 JU1532'0.5 MILE SOUTH ALONG THE READING CO. RAILWAY FROM THE STATION
 JU1532'AT SILVERBROOK, NEW CASTLE COUNTY, SOUTH OF THE BRANDYWINE
 JU1532'SPRINGS ROAD, AT A FLASHER SIGNAL, IN THE TOP OF THE SOUTHEAST
 JU1532'CORNER OF THE CONCRETE BASE, AND 9 FEET WEST OF THE WEST RAIL.  A
 JU1532'STANDARD MONEL-METAL RIVET.
 JU1532
 JU1532                          STATION RECOVERY (1990)
 JU1532
 JU1532'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 JU1532'MARK NOT FOUND.
 JU1532
 JU1532                          STATION RECOVERY (2013)
 JU1532
 JU1532'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1532'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1531 ***********************************************************************
 JU1531  DESIGNATION -  RV 7
 JU1531  PID         -  JU1531
 JU1531  STATE/COUNTY-  DE/NEW CASTLE
 JU1531  COUNTRY     -  US
 JU1531  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU1531
 JU1531                         *CURRENT SURVEY CONTROL
 JU1531  ______________________________________________________________________
 JU1531* NAD 83(1986) POSITION- 39 45 12.     (N) 075 35 27.     (W)   SCALED
 JU1531* NAVD 88 ORTHO HEIGHT -    48.875 (meters)      160.35  (feet) ADJUSTED
 JU1531  ______________________________________________________________________
 JU1531  GEOID HEIGHT    -        -32.887 (meters)                     GEOID18
 JU1531  DYNAMIC HEIGHT  -         48.853 (meters)      160.28  (feet) COMP
 JU1531  MODELED GRAVITY -    980,175.6   (mgal)                       NAVD 88
 JU1531
 JU1531  VERT ORDER      -  SECOND    CLASS 0
 JU1531
 JU1531.The horizontal coordinates were scaled from a map and have
 JU1531.an estimated accuracy of +/- 6 seconds.
 JU1531
 JU1531.The orthometric height was determined by differential leveling and
 JU1531.adjusted by the NATIONAL GEODETIC SURVEY
 JU1531.in June 1991.
 JU1531
 JU1531.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1531.GEOID18 height accuracy estimate available here.
 JU1531
 JU1531.Click photographs - Photos may exist for this station.
 JU1531
 JU1531.The dynamic height is computed by dividing the NAVD 88
 JU1531.geopotential number by the normal gravity value computed on the
 JU1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1531.degrees latitude (g = 980.6199 gals.).
 JU1531
 JU1531.The modeled gravity was interpolated from observed gravity values.
 JU1531
 JU1531;                    North         East    Units  Estimated Accuracy
 JU1531;SPC DE       -   194,660.      185,070.      MT  (+/- 180 meters Scaled)
 JU1531
 JU1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK493005(NAD 83)
 JU1531
 JU1531                          SUPERSEDED SURVEY CONTROL
 JU1531
 JU1531  NGVD 29 (11/26/84)   49.204  (m)          161.43   (f) ADJUSTED    2 0
 JU1531
 JU1531.Superseded values are not recommended for survey control.
 JU1531
 JU1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1531.See file dsdata.pdf to determine how the superseded data were derived.
 JU1531
 JU1531_MARKER: R = RIVET
 JU1531_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU1531+WITH SETTING: PAVEMENT
 JU1531_SP_SET: SIGNAL BASE
 JU1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1531+STABILITY: SURFACE MOTION
 JU1531
 JU1531  HISTORY     - Date     Condition        Report By
 JU1531  HISTORY     - UNK      MONUMENTED       RDGRR
 JU1531  HISTORY     - 1935     GOOD             CGS
 JU1531  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 JU1531  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1531
 JU1531                          STATION DESCRIPTION
 JU1531
 JU1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU1531'AT SILVERBROOK, NEW CASTLE COUNTY, OPPOSITE THE READING CO.
 JU1531'RAILWAY STATION NORTH OF LANCASTER AVENUE, AT A FLASHER SIGNAL,
 JU1531'IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE, AND 11
 JU1531'FEET EAST OF THE EAST RAIL.  A STANDARD MONEL-METAL RIVET.
 JU1531
 JU1531                          STATION RECOVERY (1975)
 JU1531
 JU1531'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JU1531'MARK NOT FOUND.
 JU1531
 JU1531                          STATION RECOVERY (2013)
 JU1531
 JU1531'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1531'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1530 ***********************************************************************
 JU1530  DESIGNATION -  RV 8
 JU1530  PID         -  JU1530
 JU1530  STATE/COUNTY-  DE/NEW CASTLE
 JU1530  COUNTRY     -  US
 JU1530  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU1530
 JU1530                         *CURRENT SURVEY CONTROL
 JU1530  ______________________________________________________________________
 JU1530* NAD 83(1986) POSITION- 39 46 07.     (N) 075 35 51.     (W)   SCALED
 JU1530* NAVD 88 ORTHO HEIGHT -    67.509 (meters)      221.49  (feet) ADJUSTED
 JU1530  ______________________________________________________________________
 JU1530  GEOID HEIGHT    -        -32.869 (meters)                     GEOID18
 JU1530  DYNAMIC HEIGHT  -         67.478 (meters)      221.38  (feet) COMP
 JU1530  MODELED GRAVITY -    980,172.4   (mgal)                       NAVD 88
 JU1530
 JU1530  VERT ORDER      -  SECOND    CLASS 0
 JU1530
 JU1530.The horizontal coordinates were scaled from a map and have
 JU1530.an estimated accuracy of +/- 6 seconds.
 JU1530
 JU1530.The orthometric height was determined by differential leveling and
 JU1530.adjusted by the NATIONAL GEODETIC SURVEY
 JU1530.in June 1991.
 JU1530
 JU1530.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1530.GEOID18 height accuracy estimate available here.
 JU1530
 JU1530.Click photographs - Photos may exist for this station.
 JU1530
 JU1530.The dynamic height is computed by dividing the NAVD 88
 JU1530.geopotential number by the normal gravity value computed on the
 JU1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1530.degrees latitude (g = 980.6199 gals.).
 JU1530
 JU1530.The modeled gravity was interpolated from observed gravity values.
 JU1530
 JU1530;                    North         East    Units  Estimated Accuracy
 JU1530;SPC DE       -   196,350.      184,510.      MT  (+/- 180 meters Scaled)
 JU1530
 JU1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK488022(NAD 83)
 JU1530
 JU1530                          SUPERSEDED SURVEY CONTROL
 JU1530
 JU1530  NGVD 29 (11/26/84)   67.826  (m)          222.53   (f) ADJUSTED    2 0
 JU1530
 JU1530.Superseded values are not recommended for survey control.
 JU1530
 JU1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1530.See file dsdata.pdf to determine how the superseded data were derived.
 JU1530
 JU1530_MARKER: R = RIVET
 JU1530_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1530_SP_SET: BRIDGE COPING
 JU1530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1530
 JU1530  HISTORY     - Date     Condition        Report By
 JU1530  HISTORY     - UNK      MONUMENTED       RDGRR
 JU1530  HISTORY     - 1935     GOOD             CGS
 JU1530  HISTORY     - 19900109 MARK NOT FOUND   USGS
 JU1530  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1530
 JU1530                          STATION DESCRIPTION
 JU1530
 JU1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU1530'0.8 MI S FROM GREENVILLE.
 JU1530'0.8 MILE SOUTH ALONG THE READING CO. RAILWAY FROM THE STATION
 JU1530'AT GREENVILLE, NEW CASTLE COUNTY, AT BRIDGE 5.50, IN THE TOP OF
 JU1530'THE NORTHWEST CORNER OF THE EAST CONCRETE COPING, AND 5 FEET
 JU1530'EAST OF THE EAST RAIL.  A STANDARD MONEL-METAL RIVET.
 JU1530
 JU1530                          STATION RECOVERY (1990)
 JU1530
 JU1530'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 JU1530'MARK NOT FOUND.
 JU1530
 JU1530                          STATION RECOVERY (2013)
 JU1530
 JU1530'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1530'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1527 ***********************************************************************
 JU1527  DESIGNATION -  RV 9
 JU1527  PID         -  JU1527
 JU1527  STATE/COUNTY-  DE/NEW CASTLE
 JU1527  COUNTRY     -  US
 JU1527  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU1527
 JU1527                         *CURRENT SURVEY CONTROL
 JU1527  ______________________________________________________________________
 JU1527* NAD 83(1986) POSITION- 39 46 42.     (N) 075 35 52.     (W)   SCALED
 JU1527* NAVD 88 ORTHO HEIGHT -    78.814 (meters)      258.58  (feet) ADJUSTED
 JU1527  ______________________________________________________________________
 JU1527  GEOID HEIGHT    -        -32.865 (meters)                     GEOID18
 JU1527  DYNAMIC HEIGHT  -         78.779 (meters)      258.46  (feet) COMP
 JU1527  MODELED GRAVITY -    980,170.1   (mgal)                       NAVD 88
 JU1527
 JU1527  VERT ORDER      -  SECOND    CLASS 0
 JU1527
 JU1527.The horizontal coordinates were scaled from a map and have
 JU1527.an estimated accuracy of +/- 6 seconds.
 JU1527
 JU1527.The orthometric height was determined by differential leveling and
 JU1527.adjusted by the NATIONAL GEODETIC SURVEY
 JU1527.in June 1991.
 JU1527
 JU1527.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1527.GEOID18 height accuracy estimate available here.
 JU1527
 JU1527.Click photographs - Photos may exist for this station.
 JU1527
 JU1527.The dynamic height is computed by dividing the NAVD 88
 JU1527.geopotential number by the normal gravity value computed on the
 JU1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1527.degrees latitude (g = 980.6199 gals.).
 JU1527
 JU1527.The modeled gravity was interpolated from observed gravity values.
 JU1527
 JU1527;                    North         East    Units  Estimated Accuracy
 JU1527;SPC DE       -   197,430.      184,480.      MT  (+/- 180 meters Scaled)
 JU1527
 JU1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK488033(NAD 83)
 JU1527
 JU1527                          SUPERSEDED SURVEY CONTROL
 JU1527
 JU1527  NGVD 29 (11/26/84)   79.125  (m)          259.60   (f) ADJUSTED    2 0
 JU1527
 JU1527.Superseded values are not recommended for survey control.
 JU1527
 JU1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1527.See file dsdata.pdf to determine how the superseded data were derived.
 JU1527
 JU1527_MARKER: R = RIVET
 JU1527_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU1527+WITH SETTING: PAVEMENT
 JU1527_SP_SET: SIGNAL BASE
 JU1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1527+STABILITY: SURFACE MOTION
 JU1527
 JU1527  HISTORY     - Date     Condition        Report By
 JU1527  HISTORY     - UNK      MONUMENTED       RDGRR
 JU1527  HISTORY     - 1935     GOOD             CGS
 JU1527  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 JU1527  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1527
 JU1527                          STATION DESCRIPTION
 JU1527
 JU1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JU1527'AT GREENVILLE, NEW CASTLE COUNTY, ON THE READING CO. RAILWAY,
 JU1527'AT THE NORTH SIDE OF KENNETT TURNPIKE, AT A FLASHER SIGNAL,
 JU1527'IN THE TOP OF THE WEST CORNER OF THE CONCRETE BASE, AND 9 FEET
 JU1527'EAST OF THE EAST RAIL.  A STANDARD MONEL-METAL RIVET.
 JU1527
 JU1527                          STATION RECOVERY (1975)
 JU1527
 JU1527'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JU1527'MARK NOT FOUND.
 JU1527
 JU1527                          STATION RECOVERY (2013)
 JU1527
 JU1527'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1527'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1073 ***********************************************************************
 JU1073  DESIGNATION -  S 1
 JU1073  PID         -  JU1073
 JU1073  STATE/COUNTY-  DE/NEW CASTLE
 JU1073  COUNTRY     -  US
 JU1073  USGS QUAD   -  MIDDLETOWN (2016)
 JU1073
 JU1073                         *CURRENT SURVEY CONTROL
 JU1073  ______________________________________________________________________
 JU1073* NAD 83(1986) POSITION- 39 23 20.     (N) 075 41 29.     (W)   SCALED
 JU1073* NAVD 88 ORTHO HEIGHT -    19.769 (meters)       64.86  (feet) ADJUSTED
 JU1073  ______________________________________________________________________
 JU1073  GEOID HEIGHT    -        -33.618 (meters)                     GEOID18
 JU1073  DYNAMIC HEIGHT  -         19.759 (meters)       64.83  (feet) COMP
 JU1073  MODELED GRAVITY -    980,115.8   (mgal)                       NAVD 88
 JU1073
 JU1073  VERT ORDER      -  FIRST     CLASS I
 JU1073
 JU1073.The horizontal coordinates were scaled from a map and have
 JU1073.an estimated accuracy of +/- 6 seconds.
 JU1073
 JU1073.The orthometric height was determined by differential leveling and
 JU1073.adjusted by the NATIONAL GEODETIC SURVEY
 JU1073.in June 1991.
 JU1073
 JU1073.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1073.GEOID18 height accuracy estimate available here.
 JU1073
 JU1073.Click photographs - Photos may exist for this station.
 JU1073
 JU1073.The dynamic height is computed by dividing the NAVD 88
 JU1073.geopotential number by the normal gravity value computed on the
 JU1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1073.degrees latitude (g = 980.6199 gals.).
 JU1073
 JU1073.The modeled gravity was interpolated from observed gravity values.
 JU1073
 JU1073;                    North         East    Units  Estimated Accuracy
 JU1073;SPC DE       -   154,220.      176,330.      MT  (+/- 180 meters Scaled)
 JU1073
 JU1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ404601(NAD 83)
 JU1073
 JU1073                          SUPERSEDED SURVEY CONTROL
 JU1073
 JU1073  NGVD 29 (11/26/84)   20.010  (m)           65.65   (f) ADJUSTED    1 1
 JU1073
 JU1073.Superseded values are not recommended for survey control.
 JU1073
 JU1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1073.See file dsdata.pdf to determine how the superseded data were derived.
 JU1073
 JU1073_MARKER: DB = BENCH MARK DISK
 JU1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1073_STAMPING: 66.096 S 1 1931
 JU1073_MARK LOGO: CGS
 JU1073_PROJECTION: FLUSH
 JU1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1073+STABILITY: SURFACE MOTION
 JU1073
 JU1073  HISTORY     - Date     Condition        Report By
 JU1073  HISTORY     - 1931     MONUMENTED       CGS
 JU1073  HISTORY     - 1963     GOOD             CGS
 JU1073  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1073  HISTORY     - 1983     GOOD             LOCSUR
 JU1073
 JU1073                          STATION DESCRIPTION
 JU1073
 JU1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1073'4.5 MI S FROM MIDDLETOWN.
 JU1073'4.5 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE CROSSING
 JU1073'OF STATE HIGHWAY 299 AT MIDDLETOWN, ABOUT 0.35 MILE SOUTH OF
 JU1073'THE ABANDONED STATION IN THE COMMUNITY OF TOWNSEND, AT A BLACK
 JU1073'TOP ROAD CROSSING LEADING NORTHEAST AND SOUTHWEST, 57 FEET
 JU1073'NORTH-NORTHEAST OF CENTER OF THE CROSSING, 21 FEET EAST OF EAST RAIL,
 JU1073'15 FEET NORTHWEST OF CENTERLINE OF ROAD, 6 FEET WEST-SOUTHWEST
 JU1073'OF A POST SUPPORTING A RAILROAD CROSSING SIGN, 2 FEET WEST OF A
 JU1073'STEEL WITNESS POST, 1/2 FOOT BELOW LEVEL OF TRACK, AND SET IN
 JU1073'THE TOP OF A CONCRETE POST FLUSH WITH GROUND.
 JU1073
 JU1073                          STATION RECOVERY (1981)
 JU1073
 JU1073'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1073'MARK NOT FOUND.
 JU1073
 JU1073                          STATION RECOVERY (1983)
 JU1073
 JU1073'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 JU1073'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1251 ***********************************************************************
 JU1251  DESIGNATION -  S 14
 JU1251  PID         -  JU1251
 JU1251  STATE/COUNTY-  DE/NEW CASTLE
 JU1251  COUNTRY     -  US
 JU1251  USGS QUAD   -  TAYLORS BRIDGE (2016)
 JU1251
 JU1251                         *CURRENT SURVEY CONTROL
 JU1251  ______________________________________________________________________
 JU1251* NAD 83(1986) POSITION- 39 23 42.     (N) 075 34 44.     (W)   SCALED
 JU1251* NAVD 88 ORTHO HEIGHT -     4.622 (meters)       15.16  (feet) ADJUSTED
 JU1251  ______________________________________________________________________
 JU1251  GEOID HEIGHT    -        -33.739 (meters)                     GEOID18
 JU1251  DYNAMIC HEIGHT  -          4.619 (meters)       15.15  (feet) COMP
 JU1251  MODELED GRAVITY -    980,116.6   (mgal)                       NAVD 88
 JU1251
 JU1251  VERT ORDER      -  THIRD
 JU1251
 JU1251.The horizontal coordinates were scaled from a map and have
 JU1251.an estimated accuracy of +/- 6 seconds.
 JU1251
 JU1251.The orthometric height was determined by differential leveling and
 JU1251.adjusted by the NATIONAL GEODETIC SURVEY
 JU1251.in June 1991.
 JU1251
 JU1251.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1251.GEOID18 height accuracy estimate available here.
 JU1251
 JU1251.Click photographs - Photos may exist for this station.
 JU1251
 JU1251.The dynamic height is computed by dividing the NAVD 88
 JU1251.geopotential number by the normal gravity value computed on the
 JU1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1251.degrees latitude (g = 980.6199 gals.).
 JU1251
 JU1251.The modeled gravity was interpolated from observed gravity values.
 JU1251
 JU1251;                    North         East    Units  Estimated Accuracy
 JU1251;SPC DE       -   154,870.      186,030.      MT  (+/- 180 meters Scaled)
 JU1251
 JU1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ501607(NAD 83)
 JU1251
 JU1251                          SUPERSEDED SURVEY CONTROL
 JU1251
 JU1251  NGVD 29 (11/26/84)    4.841  (m)           15.88   (f) ADJUSTED    3 0
 JU1251
 JU1251.Superseded values are not recommended for survey control.
 JU1251
 JU1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1251.See file dsdata.pdf to determine how the superseded data were derived.
 JU1251
 JU1251_MARKER: DB = BENCH MARK DISK
 JU1251_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU1251_STAMPING: S 14 1946
 JU1251_MARK LOGO: CGS
 JU1251_MAGNETIC: P = MARKER IS A STEEL PIPE
 JU1251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1251
 JU1251  HISTORY     - Date     Condition        Report By
 JU1251  HISTORY     - 1946     MONUMENTED       CGS
 JU1251  HISTORY     - 1981     POOR             UDE
 JU1251
 JU1251                          STATION DESCRIPTION
 JU1251
 JU1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JU1251'3.5 MI NW FROM FLEMING LANDING.
 JU1251'3.5 MILES NORTHWEST ALONG A ROAD FROM THE BRIDGE OVER SMYRNA
 JU1251'RIVER AT FLEMINGS LANDING, NEW CASTLE COUNTY, AT THE JUNCTION OF
 JU1251'A DRIVE LEADING NORTHEAST TO A HOUSE, 23 FEET EAST OF THE
 JU1251'CENTERLINE OF THE ROAD, 18 FEET NORTH OF THE CENTERLINE OF THE
 JU1251'DRIVEWAY, 7 FEET WEST OF A FENCE, AND 1 FOOT NORTHEAST OF A WHITE
 JU1251'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED S 14 1946 AND
 JU1251'SET IN THE TOP OF A CONCRETE-FILLED GALVANIZED-IRON PIPE PROJECTING
 JU1251'2 INCHES ABOVE GROUND.
 JU1251
 JU1251                          STATION RECOVERY (1981)
 JU1251
 JU1251'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1251'IT TILTS TO THE SE , USE W/CAUTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0064 ***********************************************************************
 HU0064  DESIGNATION -  S 2
 HU0064  PID         -  HU0064
 HU0064  STATE/COUNTY-  DE/SUSSEX
 HU0064  COUNTRY     -  US
 HU0064  USGS QUAD   -  MILTON (2016)
 HU0064
 HU0064                         *CURRENT SURVEY CONTROL
 HU0064  ______________________________________________________________________
 HU0064* NAD 83(1986) POSITION- 38 47 04.1    (N) 075 21 27.3    (W)   HD_HELD2
 HU0064* NAVD 88 ORTHO HEIGHT -    12.142 (meters)       39.84  (feet) ADJUSTED
 HU0064  ______________________________________________________________________
 HU0064  GEOID HEIGHT    -        -35.541 (meters)                     GEOID18
 HU0064  DYNAMIC HEIGHT  -         12.134 (meters)       39.81  (feet) COMP
 HU0064  MODELED GRAVITY -    980,032.5   (mgal)                       NAVD 88
 HU0064
 HU0064  VERT ORDER      -  FIRST     CLASS II
 HU0064
 HU0064.The horizontal coordinates were established by autonomous hand held GPS
 HU0064.observations and have an estimated accuracy of +/- 10 meters.
 HU0064
 HU0064.The orthometric height was determined by differential leveling and
 HU0064.adjusted by the NATIONAL GEODETIC SURVEY
 HU0064.in June 1991.
 HU0064
 HU0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0064.GEOID18 height accuracy estimate available here.
 HU0064
 HU0064.Click photographs - Photos may exist for this station.
 HU0064
 HU0064.The dynamic height is computed by dividing the NAVD 88
 HU0064.geopotential number by the normal gravity value computed on the
 HU0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0064.degrees latitude (g = 980.6199 gals.).
 HU0064
 HU0064.The modeled gravity was interpolated from observed gravity values.
 HU0064
 HU0064;                    North         East    Units  Estimated Accuracy
 HU0064;SPC DE       -    87,081.      205,134.      MT  (+/- 10 meters HH2 GPS)
 HU0064
 HU0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6894292920(NAD 83)
 HU0064
 HU0064                          SUPERSEDED SURVEY CONTROL
 HU0064
 HU0064  NGVD 29 (11/26/84)   12.386  (m)           40.64   (f) ADJUSTED    1 2
 HU0064
 HU0064.Superseded values are not recommended for survey control.
 HU0064
 HU0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0064.See file dsdata.pdf to determine how the superseded data were derived.
 HU0064
 HU0064_MARKER: DB = BENCH MARK DISK
 HU0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0064_STAMPING: S 2 1931 41.109
 HU0064_MARK LOGO: CGS
 HU0064_PROJECTION: PROJECTING 20 CENTIMETERS
 HU0064_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0064+STABILITY: SURFACE MOTION
 HU0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0064+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2011
 HU0064
 HU0064  HISTORY     - Date     Condition        Report By
 HU0064  HISTORY     - 1931     MONUMENTED       CGS
 HU0064  HISTORY     - 1962     GOOD             CGS
 HU0064  HISTORY     - 1981     GOOD             UDE
 HU0064  HISTORY     - 20040828 GOOD             USPSQD
 HU0064  HISTORY     - 20110506 GOOD             DEDT
 HU0064
 HU0064                          STATION DESCRIPTION
 HU0064
 HU0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0064'2.8 MI NW FROM MILTON.
 HU0064'0.7 MILE NORTHWEST ON MULBERRY STREET FROM THE POST OFFICE AT MILTON,
 HU0064'THENCE 2.1 MILES WEST ON STATE HIGHWAY 16 TO WHERE IT TURNS
 HU0064'NORTHWEST OR 4 MILES SOUTHEAST ON HIGHWAY 16 FROM THE CROSSING OF THE
 HU0064'PENNSYLVANIA RAILROAD IN ELLENDALE.  43 YARDS SOUTHWEST AND ACROSS
 HU0064'BLACKTOPPED ROAD FROM THE CENTER LINE OF HIGHWAY NTER LINE OF HIGHWAY
 HU0064'16, 96 FEET SOUTHEAST OF THE CENTER OF RAILROAD CROSSING AND
 HU0064'BLACKTOPPED ROAD, 48 FEET NORTHEAST AND ACROSS TRACK FROM MILEPOST
 HU0064'NO. 4, 48 FEET SOUTH OF THE CENTER LINE OF BLACKTOPPED ROAD, 33.2 FEET
 HU0064'NORTHEAST OF THE NORTHEAST RAIL, 1.5 FEET SOUTHEAST OF A WOODEN
 HU0064'WITNESS POST AND 1 FOOT BELOW THE LEVEL OF THE TOP RAIL.  SET IN THE
 HU0064'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HU0064
 HU0064                          STATION RECOVERY (1981)
 HU0064
 HU0064'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0064'RECOVERED IN GOOD CONDITION.
 HU0064
 HU0064                          STATION RECOVERY (2004)
 HU0064
 HU0064'RECOVERY NOTE BY US POWER SQUADRON 2004 (BH)
 HU0064'NEW US POST OFFICE NOW LOCATED ON STATE ROUTE 16 JUST WEST OF MULBERRY
 HU0064'STREET. OLD POST OFFICE ON MAGNOLIA ST (ON THE SOUTH SIDE OF THE
 HU0064'STREET JUST EAST OF THE INTERSECTION OF MULBERRY AND MAGNOLIA) NOW
 HU0064'OCCUPIED BY THE STRIP JOINT (FURNITURE REFINISHING COMPANY).
 HU0064'RAILROAD MILEPOST 4 HAS BEEN MOVED APPROX 100-150 YDS FURTHER EAST
 HU0064'ALONG THE RAILROAD TRACKS AND IS NO LONGER ACROSS FROM THE BENCHMARK.
 HU0064'BENCHMARK IS ADJACENT TO AND UNDER A PIN OAK TREE ON THE GRASSY AREA
 HU0064'OF A PRIVATE HOME JUST SOUTHEAST OF THE INTERSECTION OF STATE ROUTE
 HU0064'16(MILTON-ELLENDALE HWY AND SAW MILL ROAD, 33 FEET NORTH OF THE NORTH
 HU0064'RAIL OF THE RAILROAD.
 HU0064
 HU0064                          STATION RECOVERY (2011)
 HU0064
 HU0064'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2011 (BRC)
 HU0064'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1479 ***********************************************************************
 JU1479  DESIGNATION -  S 21
 JU1479  PID         -  JU1479
 JU1479  STATE/COUNTY-  DE/NEW CASTLE
 JU1479  COUNTRY     -  US
 JU1479  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1479
 JU1479                         *CURRENT SURVEY CONTROL
 JU1479  ______________________________________________________________________
 JU1479* NAD 83(1986) POSITION- 39 44 15.     (N) 075 31 08.     (W)   SCALED
 JU1479* NAVD 88 ORTHO HEIGHT -     3.246 (meters)       10.65  (feet) POSTED
 JU1479  ______________________________________________________________________
 JU1479  GEOID HEIGHT    -        -32.974 (meters)                     GEOID18
 JU1479  DYNAMIC HEIGHT  -          3.24  (meters)       10.6   (feet) COMP
 JU1479  MODELED GRAVITY -    980,175.1   (mgal)                       NAVD 88
 JU1479
 JU1479  VERT ORDER      -  * POSTED, SEE BELOW
 JU1479
 JU1479.The horizontal coordinates were scaled from a map and have
 JU1479.an estimated accuracy of +/- 6 seconds.
 JU1479
 JU1479.The orthometric height was determined by differential leveling
 JU1479.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU1479
 JU1479.* This is a POSTED BENCH MARK height.
 JU1479
 JU1479.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1479.GEOID18 height accuracy estimate available here.
 JU1479
 JU1479.Click photographs - Photos may exist for this station.
 JU1479
 JU1479.The dynamic height is computed by dividing the NAVD 88
 JU1479.geopotential number by the normal gravity value computed on the
 JU1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1479.degrees latitude (g = 980.6199 gals.).
 JU1479
 JU1479.The modeled gravity was interpolated from observed gravity values.
 JU1479
 JU1479;                    North         East    Units  Estimated Accuracy
 JU1479;SPC DE       -   192,890.      191,240.      MT  (+/- 180 meters Scaled)
 JU1479
 JU1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ555987(NAD 83)
 JU1479
 JU1479                          SUPERSEDED SURVEY CONTROL
 JU1479
 JU1479  NGVD 29 (11/26/84)    3.607  (m)           11.83   (f) ADJUSTED    2 0
 JU1479
 JU1479.Superseded values are not recommended for survey control.
 JU1479
 JU1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1479.See file dsdata.pdf to determine how the superseded data were derived.
 JU1479
 JU1479_MARKER: DB = BENCH MARK DISK
 JU1479_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1479_SP_SET: TRANSMISSION TOWER PIER
 JU1479_STAMPING: S 21 1959
 JU1479_MARK LOGO: CGS
 JU1479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1479
 JU1479  HISTORY     - Date     Condition        Report By
 JU1479  HISTORY     - 1959     MONUMENTED       CGS
 JU1479  HISTORY     - 1965     GOOD             CGS
 JU1479  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1479  HISTORY     - 19910425 MARK NOT FOUND   USGS
 JU1479
 JU1479                          STATION DESCRIPTION
 JU1479
 JU1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU1479'1.8 MI E FROM WILMINGTON.
 JU1479'0.15 MILE SOUTHEAST ALONG EDGEMOOR ROAD TO A CROSSROAD AT
 JU1479'ENTRANCE TO DUPONT EDGE MOORE PLANT.  TURN RIGHT AND GO SOUTHWEST
 JU1479'ON THE SEWAGE PLANT ROAD FOR 0.95 MILE TO A SIDEROAD RIGHT AT
 JU1479'THE SOUTHWEST END OF A CONCRETE BRIDGE.  TURN RIGHT, ON A
 JU1479'GRAVELED ROAD AND GO NORTHWEST AND WESTERLY FOR 0.25 MILE TO A
 JU1479'FORK.  KEEP LEFT, STRAIGHT AHEAD ON A NARROW DIRT ROAD FOR 0.25
 JU1479'MILE TO A FORK.  BEAR RIGHT FOR ABOUT 0.05 MILE TO A POWERLINE
 JU1479'AT A SHARP CURVE LEFT.  THE MARK IS IN A DRILL HOLE IN THE SOUTH
 JU1479'PIER OF A TRANSMISSION TOWER ABOUT 0.05 MILE NORTHWEST OF THE
 JU1479'SHARP CURVE LEFT.  NOTE-- THE PERMANENT CLOSING OF THE 7TH
 JU1479'STREET BRIDGE MAKES A CIRCUITOUS ROUTE NECESSARY.
 JU1479
 JU1479                          STATION RECOVERY (1981)
 JU1479
 JU1479'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1479'MARK NOT FOUND.
 JU1479
 JU1479                          STATION RECOVERY (1991)
 JU1479
 JU1479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1479'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0107 ***********************************************************************
 HU0107  DESIGNATION -  S 27
 HU0107  PID         -  HU0107
 HU0107  STATE/COUNTY-  DE/SUSSEX
 HU0107  COUNTRY     -  US
 HU0107  USGS QUAD   -  BETHANY BEACH (2016)
 HU0107
 HU0107                         *CURRENT SURVEY CONTROL
 HU0107  ______________________________________________________________________
 HU0107* NAD 83(1991) POSITION- 38 36 24.48885(N) 075 03 51.51171(W)   ADJUSTED
 HU0107* NAVD 88 ORTHO HEIGHT -     1.635 (meters)        5.36  (feet) ADJUSTED
 HU0107  ______________________________________________________________________
 HU0107  GEOID HEIGHT    -        -35.734 (meters)                     GEOID18
 HU0107  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 HU0107  DYNAMIC HEIGHT  -          1.634 (meters)        5.36  (feet) COMP
 HU0107  MODELED GRAVITY -    980,033.4   (mgal)                       NAVD 88
 HU0107
 HU0107  HORZ ORDER      -  SECOND
 HU0107  VERT ORDER      -  SECOND    CLASS 0
 HU0107
 HU0107.The horizontal coordinates were established by classical geodetic methods
 HU0107.and adjusted by the National Geodetic Survey in January 1992.
 HU0107
 HU0107.The orthometric height was determined by differential leveling and
 HU0107.adjusted by the NATIONAL GEODETIC SURVEY
 HU0107.in June 1991.
 HU0107
 HU0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0107.GEOID18 height accuracy estimate available here.
 HU0107
 HU0107.Click photographs - Photos may exist for this station.
 HU0107
 HU0107.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU0107
 HU0107.The dynamic height is computed by dividing the NAVD 88
 HU0107.geopotential number by the normal gravity value computed on the
 HU0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0107.degrees latitude (g = 980.6199 gals.).
 HU0107
 HU0107.The modeled gravity was interpolated from observed gravity values.
 HU0107
 HU0107. The following values were computed from the NAD 83(1991) position.
 HU0107
 HU0107;                    North         East     Units Scale Factor Converg.
 HU0107;SPC DE       -    67,414.975   230,691.599   MT  1.00000660   +0 13 11.5
 HU0107;SPC DE       -   221,177.30    756,860.69   sFT  1.00000660   +0 13 11.5
 HU0107;UTM  18      - 4,273,146.463   494,400.699   MT  0.99960039   -0 02 24.5
 HU0107
 HU0107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0107!SPC DE       -   1.00000535  x   1.00000660  =   1.00001195
 HU0107!UTM  18      -   1.00000535  x   0.99960039  =   0.99960574
 HU0107
 HU0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9440073146(NAD 83)
 HU0107
 HU0107                          SUPERSEDED SURVEY CONTROL
 HU0107
 HU0107  NAD 83(1986)-  38 36 24.47194(N)    075 03 51.52715(W) AD(       ) 2
 HU0107  NAD 27      -  38 36 24.06865(N)    075 03 52.87407(W) AD(       ) 2
 HU0107  NGVD 29               2.00   (m)            6.6    (f) LEVELING    3  
 HU0107  NGVD 29 (11/26/84)    1.872  (m)            6.14   (f) ADJUSTED    2 0
 HU0107
 HU0107.Superseded values are not recommended for survey control.
 HU0107
 HU0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0107.See file dsdata.pdf to determine how the superseded data were derived.
 HU0107
 HU0107_MARKER: DB = BENCH MARK DISK
 HU0107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0107_SP_SET: TOWER FOUNDATION
 HU0107_STAMPING: S 27 1962
 HU0107_MARK LOGO: CGS
 HU0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0107+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2001
 HU0107
 HU0107  HISTORY     - Date     Condition        Report By
 HU0107  HISTORY     - 1962     MONUMENTED       CGS
 HU0107  HISTORY     - 1962     GOOD             CGS
 HU0107  HISTORY     - 1981     GOOD             UDE
 HU0107  HISTORY     - 20011218 GOOD             USPSQD
 HU0107
 HU0107                          STATION DESCRIPTION
 HU0107
 HU0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0107'STATION IS LOCATED ABOUT 7-1/2 MILES SOUTH OF REHOBOTH BEACH,
 HU0107'4-3/4 MILES NORTH OF BETHANY BEACH AND AT INDIAN RIVER INLET
 HU0107'ON THE SOUTH SIDE OF THE INLET UNDER A POWER LINE HIGH TENSION
 HU0107'TOWER CROSSING THE INLET.  PROPERTY OWNER UNKNOWN BELIEVED TO BE
 HU0107'STATE PROPERTY.
 HU0107'
 HU0107'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14
 HU0107'AND 26 AT BETHANY BEACH, GO NORTHERLY ON STATE HIGHWAY 14 FOR
 HU0107'4.45 MILE TO THE END OF GUARD RAIL AT THE END OF THE SOUTH
 HU0107'END OF THE BRIDGE OVER THE INDIAN RIVER INLET, TURN LEFT AND
 HU0107'GO NORTHWEST FOR 0.05 MILE TO THE HIGH TENSION TOWER AT THE
 HU0107'SOUTH PART OF THE INLET.
 HU0107'
 HU0107'BM S27 (RM1) IS A STANDARD BENCH MARK DISK SET IN A DRILL
 HU0107'HOLE IN THE TOP OF A CONCRETE FOUNDATION WHICH PROJECTS ABOUT
 HU0107'30 INCHES ABOVE THE SURFACE OF THE GROUND, STAMPED S 27 1962.  IT
 HU0107'IS 25.8 FEET NORTHEAST OF A STANDARD METAL WITNESS POST AND MARKER
 HU0107'AND 2.9 FEET NORTHEAST OF THE HIGH TENSION TOWER LEG.
 HU0107
 HU0107                          STATION RECOVERY (1962)
 HU0107
 HU0107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HU0107'7.4 MI S FROM REHOBOTH BEACH.
 HU0107'7.45 MILES SOUTH ON SECOND STREET, ALTERNATE STATE HIGHWAY 14 AND
 HU0107'STATE HIGHWAY 14 FROM THE POST OFFICE IN REHOBOTH BEACH OR 3.85
 HU0107'MILES NORTH ON HIGHWAY 14 FROM ITS JUNCTION WITH STATE HIGHWAY 26
 HU0107'IN BETHANY BEACH.  210 FEET WEST OF THE CENTER LINE OF HIGHWAY 14
 HU0107'AND ABOUT LEVEL WITH THE HIGHWAY.  SET IN A DRILL HOLE IN THE
 HU0107'NORTHEAST CORNER OF THE NORTHEAST CONCRETE FOUNDATION OF FIRST
 HU0107'POWER LINE TOWER SOUTH OF THE INDIAN RIVER INLET.
 HU0107
 HU0107                          STATION RECOVERY (1981)
 HU0107
 HU0107'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0107'RECOVERED IN GOOD CONDITION.
 HU0107
 HU0107                          STATION RECOVERY (2001)
 HU0107
 HU0107'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCZ)
 HU0107'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0150 ***********************************************************************
 HU0150  DESIGNATION -  S 28
 HU0150  PID         -  HU0150
 HU0150  STATE/COUNTY-  DE/SUSSEX
 HU0150  COUNTRY     -  US
 HU0150  USGS QUAD   -  FRANKFORD (2016)
 HU0150
 HU0150                         *CURRENT SURVEY CONTROL
 HU0150  ______________________________________________________________________
 HU0150* NAD 83(1986) POSITION- 38 32 55.3    (N) 075 14 43.8    (W)   HD_HELD2
 HU0150* NAVD 88 ORTHO HEIGHT -     8.096 (meters)       26.56  (feet) ADJUSTED
 HU0150  ______________________________________________________________________
 HU0150  GEOID HEIGHT    -        -35.776 (meters)                     GEOID18
 HU0150  DYNAMIC HEIGHT  -          8.091 (meters)       26.55  (feet) COMP
 HU0150  MODELED GRAVITY -    980,020.4   (mgal)                       NAVD 88
 HU0150
 HU0150  VERT ORDER      -  SECOND    CLASS 0
 HU0150
 HU0150.The horizontal coordinates were established by autonomous hand held GPS
 HU0150.observations and have an estimated accuracy of +/- 10 meters.
 HU0150
 HU0150.The orthometric height was determined by differential leveling and
 HU0150.adjusted by the NATIONAL GEODETIC SURVEY
 HU0150.in June 1991.
 HU0150
 HU0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0150.GEOID18 height accuracy estimate available here.
 HU0150
 HU0150.Click photographs - Photos may exist for this station.
 HU0150
 HU0150.The dynamic height is computed by dividing the NAVD 88
 HU0150.geopotential number by the normal gravity value computed on the
 HU0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0150.degrees latitude (g = 980.6199 gals.).
 HU0150
 HU0150.The modeled gravity was interpolated from observed gravity values.
 HU0150
 HU0150;                    North         East    Units  Estimated Accuracy
 HU0150;SPC DE       -    60,920.      214,921.      MT  (+/- 10 meters HH2 GPS)
 HU0150
 HU0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7860766725(NAD 83)
 HU0150
 HU0150                          SUPERSEDED SURVEY CONTROL
 HU0150
 HU0150  NGVD 29 (11/26/84)    8.335  (m)           27.35   (f) ADJUSTED    2 0
 HU0150
 HU0150.Superseded values are not recommended for survey control.
 HU0150
 HU0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0150.See file dsdata.pdf to determine how the superseded data were derived.
 HU0150
 HU0150_MARKER: DB = BENCH MARK DISK
 HU0150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0150_SP_SET: BUILDING
 HU0150_STAMPING: S 28 1962
 HU0150_MARK LOGO: CGS
 HU0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0150
 HU0150  HISTORY     - Date     Condition        Report By
 HU0150  HISTORY     - 1962     MONUMENTED       CGS
 HU0150  HISTORY     - 1981     GOOD             UDE
 HU0150  HISTORY     - 1987     GOOD             USPSQD
 HU0150
 HU0150                          STATION DESCRIPTION
 HU0150
 HU0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0150'AT DAGSBORO.
 HU0150'SET IN A VERTICAL DRILL HOLE IN THE WEST BRICK WALL AT THE
 HU0150'SOUTHWEST CORNER OF THE POST OFFICE (FORMER BANK BUILDING).  26
 HU0150'FEET EAST OF THE EAST CURB OF STATE HIGHWAY 26 AND 1 FOOT NORTH OF
 HU0150'THE SOUTHWEST CORNER OF THE BUILDING, 1 FOOT ABOVE THE LEVEL OF
 HU0150'GROUND.
 HU0150
 HU0150                          STATION RECOVERY (1981)
 HU0150
 HU0150'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0150'NOTE--IT IS SET IN THE WALL OF THE TOWN HALL NOW, NOT THE P.O.
 HU0150'ANYMORE.
 HU0150
 HU0150                          STATION RECOVERY (1987)
 HU0150
 HU0150'RECOVERY NOTE BY US POWER SQUADRON 1987 (OPE)
 HU0150'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0066 ***********************************************************************
 HU0066  DESIGNATION -  S 29
 HU0066  PID         -  HU0066
 HU0066  STATE/COUNTY-  DE/SUSSEX
 HU0066  COUNTRY     -  US
 HU0066  USGS QUAD   -  MILTON (2016)
 HU0066
 HU0066                         *CURRENT SURVEY CONTROL
 HU0066  ______________________________________________________________________
 HU0066* NAD 83(1986) POSITION- 38 46 11.2    (N) 075 19 52.4    (W)   HD_HELD2
 HU0066* NAVD 88 ORTHO HEIGHT -    10.071 (meters)       33.04  (feet) ADJUSTED
 HU0066  ______________________________________________________________________
 HU0066  GEOID HEIGHT    -        -35.574 (meters)                     GEOID18
 HU0066  DYNAMIC HEIGHT  -         10.064 (meters)       33.02  (feet) COMP
 HU0066  MODELED GRAVITY -    980,031.8   (mgal)                       NAVD 88
 HU0066
 HU0066  VERT ORDER      -  FIRST     CLASS II
 HU0066
 HU0066.The horizontal coordinates were established by autonomous hand held GPS
 HU0066.observations and have an estimated accuracy of +/- 10 meters.
 HU0066
 HU0066.The orthometric height was determined by differential leveling and
 HU0066.adjusted by the NATIONAL GEODETIC SURVEY
 HU0066.in June 1991.
 HU0066
 HU0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0066.GEOID18 height accuracy estimate available here.
 HU0066
 HU0066.Click photographs - Photos may exist for this station.
 HU0066
 HU0066.The dynamic height is computed by dividing the NAVD 88
 HU0066.geopotential number by the normal gravity value computed on the
 HU0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0066.degrees latitude (g = 980.6199 gals.).
 HU0066
 HU0066.The modeled gravity was interpolated from observed gravity values.
 HU0066
 HU0066;                    North         East    Units  Estimated Accuracy
 HU0066;SPC DE       -    85,451.      207,426.      MT  (+/- 10 meters HH2 GPS)
 HU0066
 HU0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7122691281(NAD 83)
 HU0066
 HU0066                          SUPERSEDED SURVEY CONTROL
 HU0066
 HU0066  NGVD 29 (11/26/84)   10.313  (m)           33.84   (f) ADJUSTED    1 2
 HU0066
 HU0066.Superseded values are not recommended for survey control.
 HU0066
 HU0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0066.See file dsdata.pdf to determine how the superseded data were derived.
 HU0066
 HU0066_MARKER: DB = BENCH MARK DISK
 HU0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0066_STAMPING: S 29 1962
 HU0066_MARK LOGO: CGS
 HU0066_PROJECTION: PROJECTING 10 CENTIMETERS
 HU0066_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0066+STABILITY: SURFACE MOTION
 HU0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0066+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2012
 HU0066
 HU0066  HISTORY     - Date     Condition        Report By
 HU0066  HISTORY     - 1962     MONUMENTED       CGS
 HU0066  HISTORY     - 1981     GOOD             UDE
 HU0066  HISTORY     - 20120112 GOOD             USFWS
 HU0066  HISTORY     - 20120209 GOOD             DELCOS
 HU0066
 HU0066                          STATION DESCRIPTION
 HU0066
 HU0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0066'1.4 MI SW FROM MILTON.
 HU0066'0.2 MILE SOUTH ON MULBERRY STREET FROM THE POST OFFICE IN MILTON,
 HU0066'THENCE 0.5 MILE ON FEDERAL STREET, THENCE 0.75 MILE WEST ON BLACK-
 HU0066'TOPPED ROAD. 77 FEET NORTH AND ACROSS EAST-WEST BLACKTOPPED ROAD
 HU0066'FROM CABLE LINE POLE NO. 12-1, 42 FEET SOUTHEAST OF THE CENTER OF
 HU0066'BLACKTOPPED ROAD RUNNING SOUTHWEST AND NORTHEAST, 48 FEET NORTH OF THE
 HU0066'CENTER OF BLACKTOPPED ROAD RUNNING EAST AND WEST, 2 FEET EAST OF
 HU0066'A WOODEN WITNESS POST AND ABOUT LEVEL WITH THE ROADS.  SET IN THE
 HU0066'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HU0066
 HU0066                          STATION RECOVERY (1981)
 HU0066
 HU0066'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0066'RECOVERED IN GOOD CONDITION.
 HU0066
 HU0066                          STATION RECOVERY (2012)
 HU0066
 HU0066'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2012 (MJH)
 HU0066'RECOVERED IN GOOD CONDITION.
 HU0066'
 HU0066'NOTE-THE US POST OFFICE IS NOW LOCATED ON STATE ROUTE 16 JUST WEST OF
 HU0066'MULBERRY STREET.  THE OLD POST OFFICE ON MAGNOLIA ST (ON THE SOUTH
 HU0066'SIDE OF THE STREET JUST EAST OF THE INTERSECTION OF MULBERRY AND
 HU0066'MAGNOLIA) IS NOW OCCUPIED BY MAGNOLIA STREET ANTIQUES.  THE BLACK-
 HU0066'TOPPED ROAD IS KNOWN AS AIRPORT ROAD.  THE FOLLOWING REFERENCE OBJECTS
 HU0066'ARE INCLUDED TO FACILITATE RECOVERY EFFORTS.
 HU0066'
 HU0066'IT IS 36.05 M (118.3 FT) NORTHEAST OF A UTILITY POLE NUMBERED 114589,
 HU0066'20.5 M (67.3 FT) SOUTHEAST OF A UTILITY POLE NUMBERED 114590, 9.8 M
 HU0066'(32.2 FT) SOUTHEAST OF THE EASTERLY EDGE OF PAVEMENT OF LAVINIA
 HU0066'STREET, 8.4 M (27.6 FT) NORTHEAST OF THE NORTHERLY EDGE OF PAVEMENT OF
 HU0066'AIRPORT ROAD AND SET IN THE TOP OF A 30-CM (12 INCH) ROUND CONCRETE
 HU0066'POST AND ABOUT 0.1 M (0.3 FT) HIGHER THAN THE GROUND.
 HU0066
 HU0066                          STATION RECOVERY (2012)
 HU0066
 HU0066'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0066'CABLE LINE POLE NO. 12-2 IS NOW NUMBERED 114 590.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1399 ***********************************************************************
 JU1399  DESIGNATION -  S 3
 JU1399  PID         -  JU1399
 JU1399  STATE/COUNTY-  DE/NEW CASTLE
 JU1399  COUNTRY     -  US
 JU1399  USGS QUAD   -  NEWARK EAST (2016)
 JU1399
 JU1399                         *CURRENT SURVEY CONTROL
 JU1399  ______________________________________________________________________
 JU1399* NAD 83(1986) POSITION- 39 42 52.3    (N) 075 39 27.4    (W)   HD_HELD2
 JU1399* NAVD 88 ORTHO HEIGHT -    15.767 (meters)       51.73  (feet) ADJUSTED
 JU1399  ______________________________________________________________________
 JU1399  GEOID HEIGHT    -        -32.939 (meters)                     GEOID18
 JU1399  DYNAMIC HEIGHT  -         15.759 (meters)       51.70  (feet) COMP
 JU1399  MODELED GRAVITY -    980,168.3   (mgal)                       NAVD 88
 JU1399
 JU1399  VERT ORDER      -  FIRST     CLASS II
 JU1399
 JU1399.The horizontal coordinates were established by autonomous hand held GPS
 JU1399.observations and have an estimated accuracy of +/- 10 meters.
 JU1399
 JU1399.The orthometric height was determined by differential leveling and
 JU1399.adjusted by the NATIONAL GEODETIC SURVEY
 JU1399.in June 1991.
 JU1399
 JU1399.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1399.GEOID18 height accuracy estimate available here.
 JU1399
 JU1399.Click photographs - Photos may exist for this station.
 JU1399
 JU1399.The dynamic height is computed by dividing the NAVD 88
 JU1399.geopotential number by the normal gravity value computed on the
 JU1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1399.degrees latitude (g = 980.6199 gals.).
 JU1399
 JU1399.The modeled gravity was interpolated from observed gravity values.
 JU1399
 JU1399;                    North         East    Units  Estimated Accuracy
 JU1399;SPC DE       -   190,361.      179,339.      MT  (+/- 10 meters HH2 GPS)
 JU1399
 JU1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4363396280(NAD 83)
 JU1399
 JU1399                          SUPERSEDED SURVEY CONTROL
 JU1399
 JU1399  NGVD 29 (11/26/84)   16.116  (m)           52.87   (f) ADJUSTED    1 2
 JU1399
 JU1399.Superseded values are not recommended for survey control.
 JU1399
 JU1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1399.See file dsdata.pdf to determine how the superseded data were derived.
 JU1399
 JU1399_MARKER: DB = BENCH MARK DISK
 JU1399_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1399_SP_SET: ABUTMENT COPING
 JU1399_STAMPING: 52.874 S 3 1931
 JU1399_MARK LOGO: CGS
 JU1399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1399+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1399
 JU1399  HISTORY     - Date     Condition        Report By
 JU1399  HISTORY     - 1931     MONUMENTED       CGS
 JU1399  HISTORY     - 1959     GOOD             CGS
 JU1399  HISTORY     - 1981     GOOD             UDE
 JU1399  HISTORY     - 20001111 GOOD             USPSQD
 JU1399  HISTORY     - 20020910 GOOD             WR
 JU1399  HISTORY     - 20110824 GOOD             INDIV
 JU1399  HISTORY     - 20130711 GOOD             DELCOS
 JU1399
 JU1399                          STATION DESCRIPTION
 JU1399
 JU1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 JU1399'6.2 MI W FROM WILMINGTON.
 JU1399'6.2 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
 JU1399'WILMINGTON, NEW CASTLE COUNTY, AT STANTON, 100 FEET WEST OF THE
 JU1399'WAITING SHED, AT POLE 31-27, AT BRIDGE 60-B AT THE TELEGRAPH ROAD
 JU1399'CROSSING, AT THE EAST END OF THE SOUTH ABUTMENT, AND IN THE TOP
 JU1399'OF THE COPING.  A STANDARD DISK, STAMPED 52.874 S 3 1931.
 JU1399
 JU1399                          STATION RECOVERY (1959)
 JU1399
 JU1399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JU1399'RECOVERED IN GOOD CONDITION.
 JU1399
 JU1399                          STATION RECOVERY (1981)
 JU1399
 JU1399'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1399'RECOVERED IN GOOD CONDITION.
 JU1399
 JU1399                          STATION RECOVERY (2000)
 JU1399
 JU1399'RECOVERY NOTE BY US POWER SQUADRON 2000 (SAL)
 JU1399'RECOVERED IN GOOD CONDITION.
 JU1399
 JU1399                          STATION RECOVERY (2002)
 JU1399
 JU1399'RECOVERY NOTE BY WHITMAN, REQUARDT & ASSOCIATES 2002 (RTD)
 JU1399'RECOVERED IN GOOD CONDITION.
 JU1399
 JU1399                          STATION RECOVERY (2011)
 JU1399
 JU1399'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JFH)
 JU1399'RECOVERED IN GOOD CONDITION.
 JU1399
 JU1399                          STATION RECOVERY (2013)
 JU1399
 JU1399'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1399'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0040 ***********************************************************************
 HU0040  DESIGNATION -  S 30
 HU0040  PID         -  HU0040
 HU0040  STATE/COUNTY-  DE/SUSSEX
 HU0040  COUNTRY     -  US
 HU0040  USGS QUAD   -  MILFORD (2016)
 HU0040
 HU0040                         *CURRENT SURVEY CONTROL
 HU0040  ______________________________________________________________________
 HU0040* NAD 83(1986) POSITION- 38 54 51.59   (N) 075 24 27.96   (W)   HD_HELD1
 HU0040* NAVD 88 ORTHO HEIGHT -     1.667 (meters)        5.47  (feet) ADJUSTED
 HU0040  ______________________________________________________________________
 HU0040  GEOID HEIGHT    -        -35.302 (meters)                     GEOID18
 HU0040  DYNAMIC HEIGHT  -          1.666 (meters)        5.47  (feet) COMP
 HU0040  MODELED GRAVITY -    980,044.0   (mgal)                       NAVD 88
 HU0040
 HU0040  VERT ORDER      -  FIRST     CLASS I
 HU0040
 HU0040.The horizontal coordinates were determined by differentially corrected
 HU0040.hand held GPS observations or other comparable positioning techniques
 HU0040.and have an estimated accuracy of +/- 3 meters.
 HU0040
 HU0040.The orthometric height was determined by differential leveling and
 HU0040.adjusted by the NATIONAL GEODETIC SURVEY
 HU0040.in June 1991.
 HU0040
 HU0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0040.GEOID18 height accuracy estimate available here.
 HU0040
 HU0040.Click photographs - Photos may exist for this station.
 HU0040
 HU0040.The dynamic height is computed by dividing the NAVD 88
 HU0040.geopotential number by the normal gravity value computed on the
 HU0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0040.degrees latitude (g = 980.6199 gals.).
 HU0040
 HU0040.The modeled gravity was interpolated from observed gravity values.
 HU0040
 HU0040;                    North         East    Units  Estimated Accuracy
 HU0040;SPC DE       -   101,494.9     200,771.9     MT  (+/- 3 meters HH1 GPS) 
 HU0040
 HU0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6464807348(NAD 83)
 HU0040
 HU0040                          SUPERSEDED SURVEY CONTROL
 HU0040
 HU0040  NGVD 29 (11/26/84)    1.912  (m)            6.27   (f) ADJUSTED    1 1
 HU0040
 HU0040.Superseded values are not recommended for survey control.
 HU0040
 HU0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0040.See file dsdata.pdf to determine how the superseded data were derived.
 HU0040
 HU0040_MARKER: DB = BENCH MARK DISK
 HU0040_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HU0040_SP_SET: WINGWALL
 HU0040_STAMPING: S 30 1962
 HU0040_MARK LOGO: CGS
 HU0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0040+STABILITY: SURFACE MOTION
 HU0040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0040+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2022
 HU0040
 HU0040  HISTORY     - Date     Condition        Report By
 HU0040  HISTORY     - 1962     MONUMENTED       CGS
 HU0040  HISTORY     - 1963     GOOD             CGS
 HU0040  HISTORY     - 1981     GOOD             UDE
 HU0040  HISTORY     - 1989     GOOD             USPSQD
 HU0040  HISTORY     - 19901101 GOOD             NGS
 HU0040  HISTORY     - 20040828 GOOD             USPSQD
 HU0040  HISTORY     - 20100417 GOOD             BECMOR
 HU0040  HISTORY     - 20120208 GOOD             DELCOS
 HU0040  HISTORY     - 20220526 GOOD             USPSQD
 HU0040
 HU0040                          STATION DESCRIPTION
 HU0040
 HU0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0040'0.5 MI E FROM MILFORD.
 HU0040'ABOUT 0.5 MILE EAST ALONG STATE HIGHWAY 36 FROM THE INTERSECTION
 HU0040'OF STATE HIGHWAY 14 AT MILFORD, AT A CONCRETE HIGHWAY BRIDGE OVER
 HU0040'DEEP BRANCH, SET ON TOP OF THE SOUTHEAST WING WALL OF THE BRIDGE,
 HU0040'15 FEET SOUTH OF CENTER LINE OF HIGHWAY, AND ABOUT LEVEL WITH
 HU0040'HIGHWAY.
 HU0040
 HU0040                          STATION RECOVERY (1981)
 HU0040
 HU0040'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0040'RECOVERED IN GOOD CONDITION.
 HU0040
 HU0040                          STATION RECOVERY (1989)
 HU0040
 HU0040'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRA)
 HU0040'RECOVERED IN GOOD CONDITION.
 HU0040
 HU0040                          STATION RECOVERY (1990)
 HU0040
 HU0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0040'0.8 KM (0.5 MI) EASTERLY ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF
 HU0040'STATE HIGHWAY 1 BUSINESS IN MILFORD, IN TOP OF AND 0.1 M (0.3 FT)
 HU0040'EAST OF THE WEST END OF THE SOUTH CONCRETE WINGWALL OF A SMALL BRIDGE
 HU0040'SPANNING DEEP BRANCH CREEK, AND 4.6 M (15.1 FT) SOUTH OF AND LEVEL
 HU0040'WITH THE HIGHWAY CENTERLINE.
 HU0040
 HU0040                          STATION RECOVERY (2004)
 HU0040
 HU0040'RECOVERY NOTE BY US POWER SQUADRON 2004 (BH)
 HU0040'RECOVERED IN GOOD CONDITION.
 HU0040
 HU0040                          STATION RECOVERY (2010)
 HU0040
 HU0040'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 HU0040'RECOVERED IN GOOD CONDITION.
 HU0040
 HU0040                          STATION RECOVERY (2012)
 HU0040
 HU0040'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0040'RECOVERED IN GOOD CONDITION.
 HU0040
 HU0040                          STATION RECOVERY (2022)
 HU0040
 HU0040'RECOVERY NOTE BY US POWER SQUADRON 2022 (DLT)
 HU0040'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2828 ***********************************************************************
 HU2828  DESIGNATION -  S 33 RESET
 HU2828  PID         -  HU2828
 HU2828  STATE/COUNTY-  DE/SUSSEX
 HU2828  COUNTRY     -  US
 HU2828  USGS QUAD   -  SEAFORD EAST (2016)
 HU2828
 HU2828                         *CURRENT SURVEY CONTROL
 HU2828  ______________________________________________________________________
 HU2828* NAD 83(2011) POSITION- 38 39 24.07792(N) 075 37 16.34872(W)   ADJUSTED
 HU2828* NAD 83(2011) ELLIP HT-   -25.023 (meters)        (12/20/17)   ADJUSTED
 HU2828* NAD 83(2011) EPOCH   -  2010.00
 HU2828* NAVD 88 ORTHO HEIGHT -    10.53  (meters)       34.5   (feet) RESET
 HU2828  ______________________________________________________________________
 HU2828  GEOID HEIGHT    -        -35.561 (meters)                     GEOID18
 HU2828  NAD 83(2011) X  -  1,238,478.965 (meters)                     COMP
 HU2828  NAD 83(2011) Y  - -4,830,980.032 (meters)                     COMP
 HU2828  NAD 83(2011) Z  -  3,962,611.291 (meters)                     COMP
 HU2828  LAPLACE CORR    -         -1.44  (seconds)                    DEFLEC18
 HU2828  VERT ORDER      -  THIRD
 HU2828
 HU2828  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2828  Standards:
 HU2828         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2828            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2828  -------------------------------------------------------------------
 HU2828  NETWORK    0.91   0.94           0.40   0.34   0.48     -0.13978263
 HU2828  -------------------------------------------------------------------
 HU2828  Click here for local accuracies and other accuracy information.
 HU2828
 HU2828.The horizontal coordinates were established by GPS observations
 HU2828.and adjusted by the MASER CONSULTING in December 2017.
 HU2828
 HU2828.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2828.been affixed to the stable North American tectonic plate. See 
 HU2828.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2828
 HU2828.The horizontal coordinates are valid at the epoch date displayed above
 HU2828.which is a decimal equivalence of Year/Month/Day.
 HU2828
 HU2828.The orthometric height was computed from unverified reset data.
 HU2828
 HU2828.No vertical observational check was made to the station.
 HU2828
 HU2828.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2828.GEOID18 height accuracy estimate available here.
 HU2828
 HU2828.Click photographs - Photos may exist for this station.
 HU2828
 HU2828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2828
 HU2828.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2828
 HU2828.The ellipsoidal height was determined by GPS observations
 HU2828.and is referenced to NAD 83.
 HU2828
 HU2828. The following values were computed from the NAD 83(2011) position.
 HU2828
 HU2828;                    North         East     Units Scale Factor Converg.
 HU2828;SPC DE       -    72,913.663   182,196.097   MT  0.99999890   -0 07 40.0
 HU2828;SPC DE       -   239,217.58    597,755.03   sFT  0.99999890   -0 07 40.0
 HU2828;UTM  18      - 4,278,863.074   445,949.301   MT  0.99963598   -0 23 17.0
 HU2828
 HU2828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2828!SPC DE       -   1.00000393  x   0.99999890  =   1.00000283
 HU2828!UTM  18      -   1.00000393  x   0.99963598  =   0.99963990
 HU2828
 HU2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4594978863(NAD 83)
 HU2828
 HU2828                          SUPERSEDED SURVEY CONTROL
 HU2828
 HU2828  NGVD 29 (05/17/01)   10.78   (m)           35.4    (f) RESET       3  
 HU2828
 HU2828.Superseded values are not recommended for survey control.
 HU2828
 HU2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2828.See file dsdata.pdf to determine how the superseded data were derived.
 HU2828
 HU2828_MARKER: DV = VERTICAL CONTROL DISK
 HU2828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2828_STAMPING: S 33 RESET 1984
 HU2828_MARK LOGO: NGS
 HU2828_PROJECTION: RECESSED 8 CENTIMETERS
 HU2828_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2828+STABILITY: SURFACE MOTION
 HU2828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2828+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2013
 HU2828
 HU2828  HISTORY     - Date     Condition        Report By
 HU2828  HISTORY     - 1984     MONUMENTED       NGS
 HU2828  HISTORY     - 20040623 GOOD             GEOCAC
 HU2828  HISTORY     - 20080825 GOOD             GEOMET
 HU2828  HISTORY     - 20130614 GOOD             DELCOS
 HU2828
 HU2828                          STATION DESCRIPTION
 HU2828
 HU2828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HU2828'FROM THE SEAFORD CENTRAL ELEMENTARY SCHOOL, GO NORTH ON STATE HIGHWAY
 HU2828'543 FOR 0.7 KM (0.45 MI) TO THE MARK ON THE LEFT BETWEEN THE ROAD AND
 HU2828'THE RAILROAD, 83 METERS (272.3 FT) NORTHEAST FROM A RAILROAD MILE
 HU2828'POST 83, 10.5 METERS (34.4 FT) WEST FROM THE CENTER OF STATE HIGHWAY
 HU2828'543, 6.0 METERS (19.7 FT) EAST FROM THE MOST EAST RAIL OF THE
 HU2828'RAILROAD, 54.5 METERS (178.8 FT) SOUTH FROM THE CENTER OF A ROAD
 HU2828'LEADING WEST TO A HISTORIC ATTRACTION, AND 0.9 METERS (3.0 FT)
 HU2828'NORTHWEST FROM A POWERLINE POLE NUMBERED 18 46294 03749.
 HU2828
 HU2828                          STATION RECOVERY (2004)
 HU2828
 HU2828'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 HU2828'THE STATION IS 54.5 METERS (178.8 FT) SOUTH FROM THE CENTER OF A ROAD
 HU2828'LEADING WEST TO THE SEAFORD INDUSTRIAL PARK, ABOUT 34.1 METERS (112
 HU2828'FT) SOUTH FROM THE EXTENDED CENTERLINE OF A DRIVEWAY LEADING EAST TO
 HU2828'THE HISTORIC ROSS PLANTATION, 0.9 METERS (3.0 FT) NORTHWEST OF A WOOD
 HU2828'
 HU2828'POWERLINE POLE, 0.30 METERS (1.0 FT) NORTHEAST OF AN ORANGE CARSONITE
 HU2828'WITNESS POST, AND THREE INCHES BELOW THE SURFACE.
 HU2828
 HU2828                          STATION RECOVERY (2008)
 HU2828
 HU2828'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2008 (JDR)
 HU2828'RECOVERED IN GOOD CONDITION.
 HU2828
 HU2828                          STATION RECOVERY (2013)
 HU2828
 HU2828'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU2828'TELEPHONE POLE NUMBER 4*294 03749 LOCATED 3FT NORTH OF MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1079 ***********************************************************************
 JU1079  DESIGNATION -  S 34
 JU1079  PID         -  JU1079
 JU1079  STATE/COUNTY-  DE/NEW CASTLE
 JU1079  COUNTRY     -  US
 JU1079  USGS QUAD   -  CLAYTON (2016)
 JU1079
 JU1079                         *CURRENT SURVEY CONTROL
 JU1079  ______________________________________________________________________
 JU1079* NAD 83(2011) POSITION- 39 19 49.64067(N) 075 39 23.21729(W)   ADJUSTED
 JU1079* NAD 83(2011) ELLIP HT-   -18.208 (meters)        (06/27/12)   ADJUSTED
 JU1079* NAD 83(2011) EPOCH   -  2010.00
 JU1079* NAVD 88 ORTHO HEIGHT -    15.539 (meters)       50.98  (feet) ADJUSTED
 JU1079  ______________________________________________________________________
 JU1079  GEOID HEIGHT    -        -33.741 (meters)                     GEOID18
 JU1079  NAD 83(2011) X  -  1,223,848.877 (meters)                     COMP
 JU1079  NAD 83(2011) Y  - -4,786,147.845 (meters)                     COMP
 JU1079  NAD 83(2011) Z  -  4,020,749.701 (meters)                     COMP
 JU1079  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC18
 JU1079  DYNAMIC HEIGHT  -         15.531 (meters)       50.95  (feet) COMP
 JU1079  MODELED GRAVITY -    980,112.4   (mgal)                       NAVD 88
 JU1079
 JU1079  VERT ORDER      -  FIRST     CLASS I
 JU1079
 JU1079  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU1079  Standards:
 JU1079         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU1079            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU1079  -------------------------------------------------------------------
 JU1079  NETWORK    0.21   0.37           0.09   0.08   0.19     -0.00822316
 JU1079  -------------------------------------------------------------------
 JU1079  Click here for local accuracies and other accuracy information.
 JU1079
 JU1079.The horizontal coordinates were established by GPS observations
 JU1079.and adjusted by the National Geodetic Survey in June 2012.
 JU1079
 JU1079.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU1079.been affixed to the stable North American tectonic plate. See 
 JU1079.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU1079
 JU1079.The horizontal coordinates are valid at the epoch date displayed above
 JU1079.which is a decimal equivalence of Year/Month/Day.
 JU1079
 JU1079.The orthometric height was determined by differential leveling and
 JU1079.adjusted by the NATIONAL GEODETIC SURVEY
 JU1079.in June 1991.
 JU1079
 JU1079.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1079.GEOID18 height accuracy estimate available here.
 JU1079
 JU1079.Click photographs - Photos may exist for this station.
 JU1079
 JU1079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1079
 JU1079.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1079
 JU1079.The ellipsoidal height was determined by GPS observations
 JU1079.and is referenced to NAD 83.
 JU1079
 JU1079.The dynamic height is computed by dividing the NAVD 88
 JU1079.geopotential number by the normal gravity value computed on the
 JU1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1079.degrees latitude (g = 980.6199 gals.).
 JU1079
 JU1079.The modeled gravity was interpolated from observed gravity values.
 JU1079
 JU1079. The following values were computed from the NAD 83(2011) position.
 JU1079
 JU1079;                    North         East     Units Scale Factor Converg.
 JU1079;SPC DE       -   147,719.392   179,325.554   MT  1.00000026   -0 09 07.1
 JU1079;SPC DE       -   484,642.71    588,337.26   sFT  1.00000026   -0 09 07.1
 JU1079;UTM  18      - 4,353,654.079   443,422.017   MT  0.99963941   -0 24 57.8
 JU1079
 JU1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1079!SPC DE       -   1.00000286  x   1.00000026  =   1.00000312
 JU1079!UTM  18      -   1.00000286  x   0.99963941  =   0.99964227
 JU1079
 JU1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4342253654(NAD 83)
 JU1079
 JU1079                          SUPERSEDED SURVEY CONTROL
 JU1079
 JU1079  NAD 83(2007)-  39 19 49.64104(N)    075 39 23.21814(W) AD(2002.00) 1
 JU1079  ELLIP H (04/14/09)  -18.187  (m)                       GP(2002.00) 4 1
 JU1079  NAD 83(1991)-  39 19 49.64110(N)    075 39 23.21730(W) AD(       ) 1
 JU1079  ELLIP H (12/29/05)  -18.207  (m)                       GP(       ) 4 1
 JU1079  NAVD 88              15.54   (m)           51.0    (f) LEVELING    3  
 JU1079  NGVD 29 (11/26/84)   15.779  (m)           51.77   (f) ADJUSTED    1 1
 JU1079
 JU1079.Superseded values are not recommended for survey control.
 JU1079
 JU1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1079.See file dsdata.pdf to determine how the superseded data were derived.
 JU1079
 JU1079_MARKER: DB = BENCH MARK DISK
 JU1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1079_STAMPING: S 34 1963
 JU1079_MARK LOGO: CGS
 JU1079_PROJECTION: FLUSH
 JU1079_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1079+STABILITY: SURFACE MOTION
 JU1079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1079+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1079
 JU1079  HISTORY     - Date     Condition        Report By
 JU1079  HISTORY     - 1963     MONUMENTED       CGS
 JU1079  HISTORY     - 19891025 GOOD             TWT
 JU1079  HISTORY     - 19901107 GOOD             NGS
 JU1079  HISTORY     - 20010331 GOOD             NGS
 JU1079  HISTORY     - 20051005 GOOD             DEDT
 JU1079  HISTORY     - 20051007 GOOD             DEDT
 JU1079  HISTORY     - 20081007 GOOD             DEDT
 JU1079  HISTORY     - 20101020 GOOD             MAEC
 JU1079  HISTORY     - 20130711 GOOD             DELCOS
 JU1079
 JU1079                          STATION DESCRIPTION
 JU1079
 JU1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1079'3 MI N FROM CLAYTON.
 JU1079'3.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE CROSSING
 JU1079'OF STATE HIGHWAY 6 AT CLAYTON, ABOUT 0.2 MILE NORTH OF MILEPOST
 JU1079'34, AT THE CROSSING OF A PRIVATE ROAD LEADING EAST AND WEST TO
 JU1079'A TWO STORY BRICK HOUSE, 36 FEET NORTHWEST OF CENTER OF THE
 JU1079'CROSSING, 17.7 FEET WEST OF WEST RAIL, 8 FEET SOUTH OF A
 JU1079'TELEPHONE POLE, 3 FEET NORTHEAST OF THE BASE OF A GUY WIRE, 1.5
 JU1079'FEET NORTH OF A STEEL WITNESS POST, 4 FEET BELOW LEVEL OF TRACK,
 JU1079'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JU1079
 JU1079                          STATION RECOVERY (1989)
 JU1079
 JU1079'RECOVERY NOTE BY TWT CONS ENG 1989
 JU1079'RECOVERED IN GOOD CONDITION.
 JU1079
 JU1079                          STATION RECOVERY (1990)
 JU1079
 JU1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU1079'4.8 KM (3.0 MI) NORTHERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 JU1079'OF STATE HIGHWAY 6 (MAIN STREET) IN CLAYTON, 14.2 M (46.6 FT)
 JU1079'NORTHEAST OF A UTILITY POLE WITH A GUY WIRE, 9.2 M (30.2 FT) NORTHWEST
 JU1079'OF THE CENTER OF A PAVED ROAD, 5.4 M (17.7 FT) SOUTHWEST OF THE NEAR
 JU1079'RAIL, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE TRACK, 0.4 M (1.3 FT)
 JU1079'SOUTHEAST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M
 JU1079'(0.3 FT) BELOW THE GROUND SURFACE.
 JU1079
 JU1079                          STATION RECOVERY (2001)
 JU1079
 JU1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU1079'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU1079
 JU1079                          STATION RECOVERY (2005)
 JU1079
 JU1079'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2005
 JU1079'RECOVERED AS DESCRIBED.
 JU1079
 JU1079                          STATION RECOVERY (2005)
 JU1079
 JU1079'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2005 (EKS)
 JU1079'TO REACH THE MONUMENT FROM THTE INTERSECTION OF SR 13 AND RD.487
 JU1079'(JOEGOLDSBOROUGH RD.), PROCEED W .5 M (.8KM) ON JOE GOLDSBOROUGH RD.
 JU1079'TO THE INTERSECTION OF JOE GOLDSBOROUGH RD, AND RD.486 (DUCK CREEK
 JU1079'RD.), PROCEED N ON DUCK CREEK RD. .2 M (.32 KM) TO THE INTERSECTION OF
 JU1079'DUCK CREEK RD. AND RD.47 (VANDYKE GREENSPRING RD.).
 JU1079'
 JU1079'PROCEED E ON VANDYKE GREENSPRING RD. TO THE INTERSECTION OF VANDYKE
 JU1079'GREENSPRING RD AND RD.484 (BLACKBIRD GREENSPRING RD.), PROCEED NNW 1 M
 JU1079'(1.61 KM) ON BLACKBIRD GREENSPRING RD. TO A PRIVATE BLACK TOP ENTRANCE
 JU1079'ON LEFT, PROCEED 600FT. (182.88 M) TO PRIVATE RR CROSSING THE STATION
 JU1079'IS ON THE RIGHT.
 JU1079
 JU1079                          STATION RECOVERY (2008)
 JU1079
 JU1079'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 JU1079'REFERENCED BLACK TOP DRIVEWAY IS FOR HOUSE NUMBER 733.
 JU1079'UTILITY POLE AT THE ENTRANCE TO THE DRIVEWAY (ON BLACKBIRD GREENSPRING
 JU1079'RD) IS NUMBERED DEC 45522 28309/B-296.
 JU1079'POINT IS WEST OF THE RAILROAD TRACKS (600 FEET WEST OF BLACKBIRD
 JU1079'GREENSPRING RD) AND NORTH OF THE DRIVEWAY.
 JU1079
 JU1079                          STATION RECOVERY (2010)
 JU1079
 JU1079'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2010
 JU1079'RECOVERED IN GOOD CONDITION.
 JU1079
 JU1079                          STATION RECOVERY (2013)
 JU1079
 JU1079'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1079'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0029 ***********************************************************************
 HU0029  DESIGNATION -  S 35
 HU0029  PID         -  HU0029
 HU0029  STATE/COUNTY-  DE/KENT
 HU0029  COUNTRY     -  US
 HU0029  USGS QUAD   -  MILFORD (2016)
 HU0029
 HU0029                         *CURRENT SURVEY CONTROL
 HU0029  ______________________________________________________________________
 HU0029* NAD 83(1986) POSITION- 38 55 04.86   (N) 075 29 21.54   (W)   HD_HELD1
 HU0029* NAVD 88 ORTHO HEIGHT -    13.439 (meters)       44.09  (feet) ADJUSTED
 HU0029  ______________________________________________________________________
 HU0029  GEOID HEIGHT    -        -35.220 (meters)                     GEOID18
 HU0029  DYNAMIC HEIGHT  -         13.431 (meters)       44.06  (feet) COMP
 HU0029  MODELED GRAVITY -    980,042.8   (mgal)                       NAVD 88
 HU0029
 HU0029  VERT ORDER      -  FIRST     CLASS I
 HU0029
 HU0029.The horizontal coordinates were determined by differentially corrected
 HU0029.hand held GPS observations or other comparable positioning techniques
 HU0029.and have an estimated accuracy of +/- 3 meters.
 HU0029
 HU0029.The orthometric height was determined by differential leveling and
 HU0029.adjusted by the NATIONAL GEODETIC SURVEY
 HU0029.in June 1991.
 HU0029
 HU0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0029.GEOID18 height accuracy estimate available here.
 HU0029
 HU0029.Click photographs - Photos may exist for this station.
 HU0029
 HU0029.The dynamic height is computed by dividing the NAVD 88
 HU0029.geopotential number by the normal gravity value computed on the
 HU0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0029.degrees latitude (g = 980.6199 gals.).
 HU0029
 HU0029.The modeled gravity was interpolated from observed gravity values.
 HU0029
 HU0029;                    North         East    Units  Estimated Accuracy
 HU0029;SPC DE       -   101,906.6     193,699.4     MT  (+/- 3 meters HH1 GPS) 
 HU0029
 HU0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5758007792(NAD 83)
 HU0029
 HU0029                          SUPERSEDED SURVEY CONTROL
 HU0029
 HU0029  NGVD 29 (11/26/84)   13.684  (m)           44.89   (f) ADJUSTED    1 1
 HU0029
 HU0029.Superseded values are not recommended for survey control.
 HU0029
 HU0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0029.See file dsdata.pdf to determine how the superseded data were derived.
 HU0029
 HU0029_STAMPING: S 35 1963
 HU0029_MARK LOGO: CGS
 HU0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0029+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 HU0029
 HU0029  HISTORY     - Date     Condition        Report By
 HU0029  HISTORY     - 1963     MONUMENTED       CGS
 HU0029  HISTORY     - 20100507 GOOD             BECMOR
 HU0029  HISTORY     - 20120321 GOOD             DELCOS
 HU0029  HISTORY     - 20180425 MARK NOT FOUND   INDIV
 HU0029
 HU0029                          STATION DESCRIPTION
 HU0029
 HU0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0029'3 MI W FROM MILFORD.
 HU0029'ABOUT 3.05 MILES NORTHWEST AND WEST ALONG THE PENNSYLVANIA RAILROAD
 HU0029'FROM THE STATION AT MILFORD, ABOUT 0.1 MILE EAST OF A BLACK TOP ROAD
 HU0029'CROSSING, AT MILEPOST 5, 146 FEET NORTHEAST AND ACROSS TRACK FROM THE
 HU0029'MILEPOST, 32.5 FEET NORTH OF NORTH RAIL, 3 1/2 FEET WEST OF POWER POLE
 HU0029'115, 1.5 FEET EAST OF A STEEL WITNESS POST, 3 FEET BELOW LEVEL OF
 HU0029'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HU0029
 HU0029                          STATION RECOVERY (2010)
 HU0029
 HU0029'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 HU0029'RECOVERED IN GOOD CONDITION.
 HU0029
 HU0029                          STATION RECOVERY (2012)
 HU0029
 HU0029'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0029'DAMAGE TO CONCRETE MONUMENT
 HU0029
 HU0029                          STATION RECOVERY (2018)
 HU0029
 HU0029'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (DM)
 HU0029'THE POST WAS FOUND WITH THE DISC MISSING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1105 ***********************************************************************
 JU1105  DESIGNATION -  S 36
 JU1105  PID         -  JU1105
 JU1105  STATE/COUNTY-  DE/KENT
 JU1105  COUNTRY     -  US
 JU1105  USGS QUAD   -  DOVER (2016)
 JU1105
 JU1105                         *CURRENT SURVEY CONTROL
 JU1105  ______________________________________________________________________
 JU1105* NAD 83(1986) POSITION- 39 11 10.     (N) 075 32 05.     (W)   SCALED
 JU1105* NAVD 88 ORTHO HEIGHT -     9.566 (meters)       31.38  (feet) ADJUSTED
 JU1105  ______________________________________________________________________
 JU1105  GEOID HEIGHT    -        -34.278 (meters)                     GEOID18
 JU1105  DYNAMIC HEIGHT  -          9.561 (meters)       31.37  (feet) COMP
 JU1105  MODELED GRAVITY -    980,092.9   (mgal)                       NAVD 88
 JU1105
 JU1105  VERT ORDER      -  FIRST     CLASS I
 JU1105
 JU1105.This mark is at Chandelle Estates Airport (0N4)
 JU1105
 JU1105.The horizontal coordinates were scaled from a map and have
 JU1105.an estimated accuracy of +/- 6 seconds.
 JU1105
 JU1105.The orthometric height was determined by differential leveling and
 JU1105.adjusted by the NATIONAL GEODETIC SURVEY
 JU1105.in June 1991.
 JU1105
 JU1105.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1105.GEOID18 height accuracy estimate available here.
 JU1105
 JU1105.Click photographs - Photos may exist for this station.
 JU1105
 JU1105.The dynamic height is computed by dividing the NAVD 88
 JU1105.geopotential number by the normal gravity value computed on the
 JU1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1105.degrees latitude (g = 980.6199 gals.).
 JU1105
 JU1105.The modeled gravity was interpolated from observed gravity values.
 JU1105
 JU1105;                    North         East    Units  Estimated Accuracy
 JU1105;SPC DE       -   131,670.      189,800.      MT  (+/- 180 meters Scaled)
 JU1105
 JU1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ538375(NAD 83)
 JU1105
 JU1105                          SUPERSEDED SURVEY CONTROL
 JU1105
 JU1105  NGVD 29 (11/26/84)    9.805  (m)           32.17   (f) ADJUSTED    1 1
 JU1105
 JU1105.Superseded values are not recommended for survey control.
 JU1105
 JU1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1105.See file dsdata.pdf to determine how the superseded data were derived.
 JU1105
 JU1105_MARKER: DB = BENCH MARK DISK
 JU1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1105_STAMPING: S 36 1963
 JU1105_MARK LOGO: CGS
 JU1105_PROJECTION: PROJECTING 5 CENTIMETERS
 JU1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1105+STABILITY: SURFACE MOTION
 JU1105
 JU1105  HISTORY     - Date     Condition        Report By
 JU1105  HISTORY     - 1963     MONUMENTED       CGS
 JU1105  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1105
 JU1105                          STATION DESCRIPTION
 JU1105
 JU1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1105'3 MI NW FROM DOVER.
 JU1105'1.65 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1105'CROSSING OF STATE HIGHWAY 8 AT DOVER, THENCE 0.4 MILE NORTHEAST
 JU1105'ALONG A BLACK TOP ROAD, THENCE 0.5 MILE NORTH AND NORTHEAST ALONG
 JU1105'A BLACK TOP STREET LEADING THROUGH THE DELAWARE STATE COLLEGE,
 JU1105'THENCE 0.2 MILE SOUTHEAST ALONG U.S. HIGHWAY 13, THENCE 0.25
 JU1105'MILE EAST-SOUTHEAST ACROSS THE NORTHEAST-SOUTHWEST RUNWAY, AT
 JU1105'THE NORTHEAST CORNER OF THE DOVER AIRPARK OFFICE BUILDING, 65
 JU1105'FEET SOUTH OF THE SOUTHEAST CORNER OF THE SOUTHEASTERN MOST HANGAR,
 JU1105'4 FEET WEST OF THE NORTHEAST CORNER OF OFFICE BUILDING, 1.5 FEET
 JU1105'NORTHEAST OF A STEEL WITNESS POST, AND SET IN THE TOP OF A
 JU1105'CONCRETE POST PROJECTING 2 INCHES.
 JU1105
 JU1105                          STATION RECOVERY (1981)
 JU1105
 JU1105'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1105'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1915 ***********************************************************************
 JU1915  DESIGNATION -  S 38
 JU1915  PID         -  JU1915
 JU1915  STATE/COUNTY-  DE/NEW CASTLE
 JU1915  COUNTRY     -  US
 JU1915  USGS QUAD   -  NEWARK EAST (2016)
 JU1915
 JU1915                         *CURRENT SURVEY CONTROL
 JU1915  ______________________________________________________________________
 JU1915* NAD 83(1986) POSITION- 39 37 40.     (N) 075 39 39.     (W)   SCALED
 JU1915* NAVD 88 ORTHO HEIGHT -    21.259 (meters)       69.75  (feet) ADJUSTED
 JU1915  ______________________________________________________________________
 JU1915  GEOID HEIGHT    -        -33.092 (meters)                     GEOID18
 JU1915  DYNAMIC HEIGHT  -         21.249 (meters)       69.71  (feet) COMP
 JU1915  MODELED GRAVITY -    980,156.2   (mgal)                       NAVD 88
 JU1915
 JU1915  VERT ORDER      -  FIRST     CLASS I
 JU1915
 JU1915.The horizontal coordinates were scaled from a map and have
 JU1915.an estimated accuracy of +/- 6 seconds.
 JU1915
 JU1915.The orthometric height was determined by differential leveling and
 JU1915.adjusted by the NATIONAL GEODETIC SURVEY
 JU1915.in June 1991.
 JU1915
 JU1915.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1915.GEOID18 height accuracy estimate available here.
 JU1915
 JU1915.Click photographs - Photos may exist for this station.
 JU1915
 JU1915.The dynamic height is computed by dividing the NAVD 88
 JU1915.geopotential number by the normal gravity value computed on the
 JU1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1915.degrees latitude (g = 980.6199 gals.).
 JU1915
 JU1915.The modeled gravity was interpolated from observed gravity values.
 JU1915
 JU1915;                    North         East    Units  Estimated Accuracy
 JU1915;SPC DE       -   180,730.      179,040.      MT  (+/- 180 meters Scaled)
 JU1915
 JU1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ432866(NAD 83)
 JU1915
 JU1915                          SUPERSEDED SURVEY CONTROL
 JU1915
 JU1915  NGVD 29 (11/26/84)   21.501  (m)           70.54   (f) ADJUSTED    1 1
 JU1915
 JU1915.Superseded values are not recommended for survey control.
 JU1915
 JU1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1915.See file dsdata.pdf to determine how the superseded data were derived.
 JU1915
 JU1915_MARKER: DB = BENCH MARK DISK
 JU1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1915_STAMPING: S 38 1963
 JU1915_MARK LOGO: CGS
 JU1915_PROJECTION: PROJECTING
 JU1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1915+STABILITY: SURFACE MOTION
 JU1915
 JU1915  HISTORY     - Date     Condition        Report By
 JU1915  HISTORY     - 1963     MONUMENTED       CGS
 JU1915  HISTORY     - 1964     GOOD             CGS
 JU1915  HISTORY     - 1976     MARK NOT FOUND   LOCENG
 JU1915  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU1915  HISTORY     - 19910216 MARK NOT FOUND   USPSQD
 JU1915
 JU1915                          STATION DESCRIPTION
 JU1915
 JU1915'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1915'2.6 MI SW FROM STATE ROAD.
 JU1915'2.65 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1915'UNDERPASS OF U.S. HIGHWAY 13 UNDER THE TRACK AT STATE ROAD, ABOUT
 JU1915'0.3 MILE NORTHEAST OF MILEPOST 12, AT THE CROSSING OF STATE
 JU1915'HIGHWAY 7, 59 FEET WEST OF CENTER OF THE CROSSING, 21.5 FEET
 JU1915'NORTHWEST OF NORTHWEST RAIL, 41.5 FEET SOUTHWEST OF A POLE
 JU1915'SUPPORTING A CROSSING SIGN, 10 1/2 FEET SOUTHWEST OF A TELEPHONE
 JU1915'POLE, 1/2 FOOT ABOVE LEVEL OF TRACK, AND SET IN THE TOP OF A
 JU1915'CONCRETE POST PROJECTING 3 INCHES.
 JU1915
 JU1915                          STATION RECOVERY (1976)
 JU1915
 JU1915'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 JU1915'MARK NOT FOUND.
 JU1915
 JU1915                          STATION RECOVERY (1979)
 JU1915
 JU1915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1915'NOT RECOVERED, SQUARE CONCRETE WAS FOUND ABOUT 1 FOOT UNDERGROUND,
 JU1915'BELIEVE POST WAS BROKEN OFF.
 JU1915
 JU1915                          STATION RECOVERY (1991)
 JU1915
 JU1915'RECOVERY NOTE BY US POWER SQUADRON 1991 (TK)
 JU1915'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1806 ***********************************************************************
 JU1806  DESIGNATION -  S 39
 JU1806  PID         -  JU1806
 JU1806  STATE/COUNTY-  DE/NEW CASTLE
 JU1806  COUNTRY     -  US
 JU1806  USGS QUAD   -  DELAWARE CITY (2016)
 JU1806
 JU1806                         *CURRENT SURVEY CONTROL
 JU1806  ______________________________________________________________________
 JU1806* NAD 83(1986) POSITION- 39 32 56.     (N) 075 34 49.     (W)   SCALED
 JU1806* NAVD 88 ORTHO HEIGHT -     2.394 (meters)        7.85  (feet) ADJUSTED
 JU1806  ______________________________________________________________________
 JU1806  GEOID HEIGHT    -        -33.442 (meters)                     GEOID18
 JU1806  DYNAMIC HEIGHT  -          2.393 (meters)        7.85  (feet) COMP
 JU1806  MODELED GRAVITY -    980,125.5   (mgal)                       NAVD 88
 JU1806
 JU1806  VERT ORDER      -  FIRST     CLASS I
 JU1806
 JU1806.The horizontal coordinates were scaled from a map and have
 JU1806.an estimated accuracy of +/- 6 seconds.
 JU1806
 JU1806.The orthometric height was determined by differential leveling and
 JU1806.adjusted by the NATIONAL GEODETIC SURVEY
 JU1806.in June 1991.
 JU1806
 JU1806.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1806.GEOID18 height accuracy estimate available here.
 JU1806
 JU1806.Click photographs - Photos may exist for this station.
 JU1806
 JU1806.The dynamic height is computed by dividing the NAVD 88
 JU1806.geopotential number by the normal gravity value computed on the
 JU1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1806.degrees latitude (g = 980.6199 gals.).
 JU1806
 JU1806.The modeled gravity was interpolated from observed gravity values.
 JU1806
 JU1806;                    North         East    Units  Estimated Accuracy
 JU1806;SPC DE       -   171,960.      185,940.      MT  (+/- 180 meters Scaled)
 JU1806
 JU1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ501778(NAD 83)
 JU1806
 JU1806                          SUPERSEDED SURVEY CONTROL
 JU1806
 JU1806  NGVD 29 (11/26/84)    2.629  (m)            8.63   (f) ADJUSTED    1 1
 JU1806
 JU1806.Superseded values are not recommended for survey control.
 JU1806
 JU1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1806.See file dsdata.pdf to determine how the superseded data were derived.
 JU1806
 JU1806_MARKER: DB = BENCH MARK DISK
 JU1806_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU1806_SP_SET: CULVERT HEADWALL
 JU1806_STAMPING: S 39 1963
 JU1806_MARK LOGO: CGS
 JU1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1806+STABILITY: SURFACE MOTION
 JU1806
 JU1806  HISTORY     - Date     Condition        Report By
 JU1806  HISTORY     - 1963     MONUMENTED       CGS
 JU1806  HISTORY     - 1971     MARK NOT FOUND   NGS
 JU1806  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU1806  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 JU1806
 JU1806                          STATION DESCRIPTION
 JU1806
 JU1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1806'0.6 MI S FROM REEDY POINT.
 JU1806'0.6 MILE SOUTH ALONG STATE HIGHWAY 9 FROM THE SOUTH END OF THE
 JU1806'DRAWBRIDGE OVER THE DELAWARE AND CHESAPEAKE CANAL AT REEDY
 JU1806'POINT, AT THE JUNCTION OF A ROAD LEADING EAST TO A FIELD, SET
 JU1806'ON TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL FOR A
 JU1806'CULVERT UNDER THE ROAD LEADING EAST, 9 FEET SOUTH OF CENTERLINE
 JU1806'OF THE ROAD, 19 FEET EAST OF CENTERLINE OF HIGHWAY, AND ABOUT
 JU1806'1/2 FOOT ABOVE LEVEL OF HIGHWAY.
 JU1806
 JU1806                          STATION RECOVERY (1971)
 JU1806
 JU1806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JU1806'MARK NOT FOUND.
 JU1806
 JU1806                          STATION RECOVERY (1979)
 JU1806
 JU1806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1806'NOTE-CONSIDERED DESTROYED BY CONSTRUCTION FOR NEW BRIDGE.
 JU1806
 JU1806                          STATION RECOVERY (1983)
 JU1806
 JU1806'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU1806'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0257 ***********************************************************************
 HU0257  DESIGNATION -  S 4
 HU0257  PID         -  HU0257
 HU0257  STATE/COUNTY-  DE/SUSSEX
 HU0257  COUNTRY     -  US
 HU0257  USGS QUAD   -  SELBYVILLE (2016)
 HU0257
 HU0257                         *CURRENT SURVEY CONTROL
 HU0257  ______________________________________________________________________
 HU0257* NAD 83(1991) POSITION- 38 27 22.79400(N) 075 13 40.15838(W)   ADJUSTED
 HU0257* NAVD 88 ORTHO HEIGHT -    10.314 (meters)       33.84  (feet) ADJUSTED
 HU0257  ______________________________________________________________________
 HU0257  GEOID HEIGHT    -        -35.861 (meters)                     GEOID18
 HU0257  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 HU0257  DYNAMIC HEIGHT  -         10.308 (meters)       33.82  (feet) COMP
 HU0257  MODELED GRAVITY -    980,018.1   (mgal)                       NAVD 88
 HU0257
 HU0257  HORZ ORDER      -  SECOND
 HU0257  VERT ORDER      -  SECOND    CLASS II
 HU0257
 HU0257.The horizontal coordinates were established by classical geodetic methods
 HU0257.and adjusted by the National Geodetic Survey in January 1992.
 HU0257
 HU0257.The orthometric height was determined by differential leveling and
 HU0257.adjusted by the NATIONAL GEODETIC SURVEY
 HU0257.in October 2009.
 HU0257
 HU0257.No vertical observational check was made to the station.
 HU0257
 HU0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0257.GEOID18 height accuracy estimate available here.
 HU0257
 HU0257.Click photographs - Photos may exist for this station.
 HU0257
 HU0257.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU0257
 HU0257.The dynamic height is computed by dividing the NAVD 88
 HU0257.geopotential number by the normal gravity value computed on the
 HU0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0257.degrees latitude (g = 980.6199 gals.).
 HU0257
 HU0257.The modeled gravity was interpolated from observed gravity values.
 HU0257
 HU0257. The following values were computed from the NAD 83(1991) position.
 HU0257
 HU0257;                    North         East     Units Scale Factor Converg.
 HU0257;SPC DE       -    50,669.821   216,483.328   MT  0.99999834   +0 07 02.8
 HU0257;SPC DE       -   166,239.24    710,245.72   sFT  0.99999834   +0 07 02.8
 HU0257;SPC MD       -    89,157.391   554,671.946   MT  0.99997648   +1 06 44.2
 HU0257;SPC MD       -   292,510.54  1,819,786.21   sFT  0.99997648   +1 06 44.2
 HU0257;UTM  18      - 4,256,472.516   480,122.426   MT  0.99960487   -0 08 30.1
 HU0257
 HU0257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0257!SPC DE       -   1.00000401  x   0.99999834  =   1.00000235
 HU0257!SPC MD       -   1.00000401  x   0.99997648  =   0.99998049
 HU0257!UTM  18      -   1.00000401  x   0.99960487  =   0.99960888
 HU0257
 HU0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8012256472(NAD 83)
 HU0257
 HU0257                          SUPERSEDED SURVEY CONTROL
 HU0257
 HU0257  NAD 83(1986)-  38 27 22.77869(N)    075 13 40.18176(W) AD(       ) 2
 HU0257  NAD 27      -  38 27 22.36777(N)    075 13 41.50353(W) AD(       ) 2
 HU0257  NAVD 88 (06/15/91)   10.299  (m)           33.79   (f) SUPERSEDED  2 0
 HU0257  NGVD 29              10.68   (m)           35.0    (f) LEVELING    3  
 HU0257  NGVD 29 (11/26/84)   10.539  (m)           34.58   (f) ADJUSTED    2 0
 HU0257
 HU0257.Superseded values are not recommended for survey control.
 HU0257
 HU0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0257.See file dsdata.pdf to determine how the superseded data were derived.
 HU0257
 HU0257_MARKER: DB = BENCH MARK DISK
 HU0257_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 HU0257_STAMPING: S 4 1935
 HU0257_MARK LOGO: CGS
 HU0257_PROJECTION: PROJECTING 36 CENTIMETERS
 HU0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0257+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2012
 HU0257
 HU0257  HISTORY     - Date     Condition        Report By
 HU0257  HISTORY     - 1935     MONUMENTED       CGS
 HU0257  HISTORY     - 1962     GOOD             CGS
 HU0257  HISTORY     - 1974     GOOD             NGS
 HU0257  HISTORY     - 1981     GOOD             UDE
 HU0257  HISTORY     - 1987     GOOD             USPSQD
 HU0257  HISTORY     - 20041001 GOOD             GEOCAC
 HU0257  HISTORY     - 20051203 GOOD             USPSQD
 HU0257  HISTORY     - 20090430 GOOD             DEDT
 HU0257  HISTORY     - 20090731 POOR             INDIV
 HU0257  HISTORY     - 20090801 GOOD             NGS
 HU0257  HISTORY     - 20091020 GOOD             DEDT
 HU0257  HISTORY     - 20120213 GOOD             DELCOS
 HU0257
 HU0257                          STATION DESCRIPTION
 HU0257
 HU0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0257'AT SELBYVILLE.
 HU0257'MARK IS LOCATED IN SELBYVILLE, ABOUT 200 FEET SOUTH OF THE
 HU0257'PENNSYLVANIA RAILROAD STATION, 59 FEET WEST OF THE NORTHWEST CORNER
 HU0257'OF THE SELBYVILLE MANUFACTURING COMPANY WAREHOUSE, AND 13 FEET WEST
 HU0257'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK STAMPED S 4 1935
 HU0257'AN AND SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT,
 HU0257'PROJECTING 1 INCH ABOVE GROUND.
 HU0257
 HU0257                          STATION RECOVERY (1974)
 HU0257
 HU0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU0257'THE BENCH MARK IS LOCATED IN SELBYVILLE, ABOUT 200 FEET S OF
 HU0257'THE RAILROAD STATION, 59 FEET W OF THE NW CORNER OF THE
 HU0257'SELBYVILLE MFG. CO. WAREHOUSE, AND 13 FEET W OF THE CENTER
 HU0257'LINE OF THE TRACK.
 HU0257'
 HU0257'THE MARK IS A STANDARD NGS BENCH MARK DISK STAMPED S 1935
 HU0257'AND SET IN TOP OF A 6-INCH SQUARE CONCRETE MONUMENT,
 HU0257'PROJECTING ONE INCH ABOVE GROUND.
 HU0257
 HU0257                          STATION RECOVERY (1981)
 HU0257
 HU0257'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0257'RECOVERED IN GOOD CONDITION.
 HU0257
 HU0257                          STATION RECOVERY (1987)
 HU0257
 HU0257'RECOVERY NOTE BY US POWER SQUADRON 1987 (OPE)
 HU0257'RECOVERED IN GOOD CONDITION.
 HU0257
 HU0257                          STATION RECOVERY (2004)
 HU0257
 HU0257'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 HU0257'FOUND WITH THE FOLLOWING CHANGES TO THE DESCRIPTION.  THE DESCRIBED
 HU0257'SELBYVILLE WAREHOUSE IS NOW ABANDONED WITH NO EXTERNAL IDENTIFICATION.
 HU0257'THE OLD RAILROAD STATION IS NOW OCCUPIED BY THE SANDTONE CONSTRUCTION
 HU0257'COMPANY.  THE SIX-INCH SQUARE MONUMENT PROJECTS ABOUT 14 INCHES AND IS
 HU0257'ONE FOOT SOUTHEAST OF AN ORANGE CARSONITE WITNESS POST.
 HU0257
 HU0257                          STATION RECOVERY (2005)
 HU0257
 HU0257'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 HU0257'RECOVERED IN GOOD CONDITION.
 HU0257
 HU0257                          STATION RECOVERY (2009)
 HU0257
 HU0257'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009 (BRC)
 HU0257'RECOVERED AS DESCRIBED. NOTE--IT SHOULD BE NOTED THAT THIS MONUMENT
 HU0257'APPEARS TO HAVE BEEN DISTURBED AND RESET.  LOCAL SURVEYORS CLAIM THAT
 HU0257'BOTH HORIZONTAL AND VERTICAL VALUES ARE SUSPECT.
 HU0257
 HU0257                          STATION RECOVERY (2009)
 HU0257
 HU0257'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (WRA)
 HU0257'RECOVERED AS DESCRIBED
 HU0257'APPEARS TO HAVE ISSUES WITH PUBLISHED INFORMATION
 HU0257'DOES NOT WORK IN NETWORK SOLUTIONS. VERIFIED ERROR IN LATITUDE AND
 HU0257'LONGITUDE FROM OTHER NGS MONUMENTATION. NOT SUITABLE FOR
 HU0257'GPS NETWORKING UNTIL REVIEWED BY NGS
 HU0257
 HU0257                          STATION RECOVERY (2009)
 HU0257
 HU0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2009 (BES)
 HU0257'FRANK STURTZ, PS, REPORTED THAT THE GPS POSITION OF THIS POINT IS
 HU0257'TEN METERS OFF OF PUBLISHED VALUES.  FRANK OBTAINED A POSITION OF
 HU0257'38 27 22.46959 N AND 75 13 40.16321 W.  PLEASE USE THE PUBLISHED
 HU0257'VALUE WITH CAUTION.  SINCE THE PUBLISHED VALUE IS A NO CHECK POINT,
 HU0257'ONE DIRECTION, ONE DISTANCE, THERE IS ROOM FOR ERROR.  NGS DOES NOT
 HU0257'HAVE PUBLISHED GPS OBSERVATIONS FOR THIS POINT.
 HU0257
 HU0257                          STATION RECOVERY (2009)
 HU0257
 HU0257'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009 (JRC)
 HU0257'MONUMENT STILL REMAINS SUSPECT HORIZONTALLY. RECENTLY RELEVELED AND
 HU0257'SUBMITTED FOR PUBLICATION. VERTICAL VALUES ARE CORRECTED EFFECTIVE
 HU0257'10/20/2009
 HU0257
 HU0257                          STATION RECOVERY (2012)
 HU0257
 HU0257'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0257'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2193 ***********************************************************************
 JU2193  DESIGNATION -  S 41
 JU2193  PID         -  JU2193
 JU2193  STATE/COUNTY-  DE/NEW CASTLE
 JU2193  COUNTRY     -  US
 JU2193  USGS QUAD   -  SAINT GEORGES (2016)
 JU2193
 JU2193                         *CURRENT SURVEY CONTROL
 JU2193  ______________________________________________________________________
 JU2193* NAD 83(1986) POSITION- 39 35 40.4    (N) 075 41 44.5    (W)   HD_HELD2
 JU2193* NAVD 88 ORTHO HEIGHT -    24.094 (meters)       79.05  (feet) ADJUSTED
 JU2193  ______________________________________________________________________
 JU2193  GEOID HEIGHT    -        -33.141 (meters)                     GEOID18
 JU2193  DYNAMIC HEIGHT  -         24.082 (meters)       79.01  (feet) COMP
 JU2193  MODELED GRAVITY -    980,153.5   (mgal)                       NAVD 88
 JU2193
 JU2193  VERT ORDER      -  FIRST     CLASS II
 JU2193
 JU2193.The horizontal coordinates were established by autonomous hand held GPS
 JU2193.observations and have an estimated accuracy of +/- 10 meters.
 JU2193
 JU2193.The orthometric height was determined by differential leveling and
 JU2193.adjusted by the NATIONAL GEODETIC SURVEY
 JU2193.in June 1991.
 JU2193
 JU2193.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2193.GEOID18 height accuracy estimate available here.
 JU2193
 JU2193.Click photographs - Photos may exist for this station.
 JU2193
 JU2193.The dynamic height is computed by dividing the NAVD 88
 JU2193.geopotential number by the normal gravity value computed on the
 JU2193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2193.degrees latitude (g = 980.6199 gals.).
 JU2193
 JU2193.The modeled gravity was interpolated from observed gravity values.
 JU2193
 JU2193;                    North         East    Units  Estimated Accuracy
 JU2193;SPC DE       -   177,051.      176,033.      MT  (+/- 10 meters HH2 GPS)
 JU2193
 JU2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4026582989(NAD 83)
 JU2193
 JU2193                          SUPERSEDED SURVEY CONTROL
 JU2193
 JU2193.No superseded survey control is available for this station.
 JU2193
 JU2193_MARKER: F = FLANGE-ENCASED ROD
 JU2193_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2193_STAMPING: S 41 1979
 JU2193_MARK LOGO: NGS
 JU2193_PROJECTION: RECESSED 8 CENTIMETERS
 JU2193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU2193+STABILITY: POSITION/ELEVATION WELL
 JU2193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU2193+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2015
 JU2193_ROD/PIPE-DEPTH: 11.6 meters
 JU2193_SLEEVE-DEPTH  : 3.05 meters
 JU2193
 JU2193  HISTORY     - Date     Condition        Report By
 JU2193  HISTORY     - 1979     MONUMENTED       NGS
 JU2193  HISTORY     - 19910216 GOOD             USPSQD
 JU2193  HISTORY     - 20050817 GOOD             GEOCAC
 JU2193  HISTORY     - 20130711 GOOD             DELCOS
 JU2193  HISTORY     - 20151026 GOOD             JARICE
 JU2193
 JU2193                          STATION DESCRIPTION
 JU2193
 JU2193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2193'IN PORTER.
 JU2193'IN PORTER, 0.45 MILE SOUTHWEST ALONG PORTER ROAD FROM THE JUNCTION OF
 JU2193'PORTER STATION ROAD, AT THE CHRISTIANA FIRE CO. INC. STATION 6, ON THE
 JU2193'WEST SIDE OF A WOOD SIREN POLE, 276 FEET SOUTHEAST OF THE CENTER LINE
 JU2193'OF THE ROAD, 71.6 FEET NORTHEAST OF THE EAST CORNER OF THE FIRE
 JU2193'HOUSE, 42.5 FEET EAST OF THE EAST CORNER OF THE PAVED PARKING LOT,
 JU2193'4.8 FEET WEST OF THE SIREN POLE, NOTE THERE IS PROPOSED CONSTRUCTION
 JU2193'FOR AN ADDITION ON THE NORTHEAST SIDE AND OF THE SAME SIZE AS THE
 JU2193'ORIGINAL BUILDING, THIS IS A BASIC NET A JUNCTION MARK.
 JU2193'THE MARK IS 1 FT  E FROM A WITNESS POST.
 JU2193'THE MARK IS ABOVE LEVEL WITH ROAD.
 JU2193
 JU2193                          STATION RECOVERY (1991)
 JU2193
 JU2193'RECOVERY NOTE BY US POWER SQUADRON 1991 (SK)
 JU2193'RECOVERED IN GOOD CONDITION.
 JU2193
 JU2193                          STATION RECOVERY (2005)
 JU2193
 JU2193'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU2193'THE PREVIOUSLY DESCRIBED SIREN POLE NO LONGER SUPPORTS A SIREN.  ALSO,
 JU2193'THE STATION IS 5.75 FEET EAST OF THE EAST CORNER OF A STORAGE SHED.
 JU2193
 JU2193                          STATION RECOVERY (2013)
 JU2193
 JU2193'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU2193'BENCHMARK NOW LOCATED 1 INCH BELOW GRADE
 JU2193
 JU2193                          STATION RECOVERY (2015)
 JU2193
 JU2193'RECOVERY NOTE BY J A RICE INC 2015 (MRA)
 JU2193'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DM8485 ***********************************************************************
 DM8485  DESIGNATION -  S 47
 DM8485  PID         -  DM8485
 DM8485  STATE/COUNTY-  DE/SUSSEX
 DM8485  COUNTRY     -  US
 DM8485  USGS QUAD   -  GEORGETOWN (2016)
 DM8485
 DM8485                         *CURRENT SURVEY CONTROL
 DM8485  ______________________________________________________________________
 DM8485* NAD 83(1986) POSITION- 38 44 45.8    (N) 075 25 47.2    (W)   HD_HELD2
 DM8485* NAVD 88 ORTHO HEIGHT -    12.924 (meters)       42.40  (feet) ADJUSTED
 DM8485  ______________________________________________________________________
 DM8485  GEOID HEIGHT    -        -35.544 (meters)                     GEOID18
 DM8485  DYNAMIC HEIGHT  -         12.916 (meters)       42.38  (feet) COMP
 DM8485  MODELED GRAVITY -    980,029.4   (mgal)                       NAVD 88
 DM8485
 DM8485  VERT ORDER      -  SECOND    CLASS I
 DM8485
 DM8485.The horizontal coordinates were established by autonomous hand held GPS
 DM8485.observations and have an estimated accuracy of +/- 10 meters.
 DM8485
 DM8485.The orthometric height was determined by differential leveling and
 DM8485.adjusted by the NATIONAL GEODETIC SURVEY
 DM8485.in July 2011.
 DM8485
 DM8485.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8485.GEOID18 height accuracy estimate available here.
 DM8485
 DM8485.Click photographs - Photos may exist for this station.
 DM8485
 DM8485.The dynamic height is computed by dividing the NAVD 88
 DM8485.geopotential number by the normal gravity value computed on the
 DM8485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8485.degrees latitude (g = 980.6199 gals.).
 DM8485
 DM8485.The modeled gravity was interpolated from observed gravity values.
 DM8485
 DM8485;                    North         East    Units  Estimated Accuracy
 DM8485;SPC DE       -    82,814.      198,860.      MT  (+/- 10 meters HH2 GPS)
 DM8485
 DM8485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6265288684(NAD 83)
 DM8485
 DM8485                          SUPERSEDED SURVEY CONTROL
 DM8485
 DM8485.No superseded survey control is available for this station.
 DM8485
 DM8485_MARKER: DD = SURVEY DISK
 DM8485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8485_STAMPING: S 47 2010
 DM8485_MARK LOGO: DEDT
 DM8485_PROJECTION: FLUSH
 DM8485_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8485+STABILITY: SURFACE MOTION
 DM8485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8485+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2010
 DM8485
 DM8485  HISTORY     - Date     Condition        Report By
 DM8485  HISTORY     - 20100506 MONUMENTED       DEDT
 DM8485
 DM8485                          STATION DESCRIPTION
 DM8485
 DM8485'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (BRC)
 DM8485'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST-SOUTHWEST OF MILTON,
 DM8485'4.5 MI (7.2 KM) NORTH-NORTHWEST OF GEORGETOWN AND 4.2 MI (6.8 KM)
 DM8485'SOUTH OF ELLENDALE.
 DM8485'
 DM8485'TO REACH FROM THE INTERSECTION OF US HIGHWAY 113 (DUPONT BLVD) AND
 DM8485'STATE ROUTE 16 (BEACH HWY) PROCEED SOUTH ALONG US 113 (DUPONT BLVD)
 DM8485'4.4 MI (7.1 KM) TO THE MARK ON THE RIGHT.
 DM8485'
 DM8485'THE MARK IS 0.25 MI (0.4 KM) NORTH OF SUSSEX 40 (REDDEN RD), 78.3 FT
 DM8485'(23.9 M) SOUTH-SOUTHEAST OF A 24 INCH (61 CM) REINFORCED CONCRETE
 DM8485'DRAINAGE PIPE, 106.0 FT (32.3 M) SOUTH-SOUTHEAST OF AN ELLIPTICAL
 DM8485'REINFORCED CONCRETE CROSSROAD PIPE AND 28.6 FT (8.7 M) WEST OF THE
 DM8485'CENTERLINE OF THE SOUTHBOUND LANES OF US HIGHWAY 113 (DUPONT BLVD).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1218 ***********************************************************************
 HU1218  DESIGNATION -  S 66 RESET
 HU1218  PID         -  HU1218
 HU1218  STATE/COUNTY-  DE/SUSSEX
 HU1218  COUNTRY     -  US
 HU1218  USGS QUAD   -  HICKMAN (2016)
 HU1218
 HU1218                         *CURRENT SURVEY CONTROL
 HU1218  ______________________________________________________________________
 HU1218* NAD 83(1986) POSITION- 38 45 16.     (N) 075 42 54.     (W)   SCALED
 HU1218* NAVD 88 ORTHO HEIGHT -    12.68  (+/-2cm)       41.6   (feet) VERTCON3
 HU1218  ______________________________________________________________________
 HU1218  GEOID HEIGHT    -        -35.321 (meters)                     GEOID18
 HU1218  VERT ORDER      -  THIRD (See Below)
 HU1218
 HU1218.The horizontal coordinates were scaled from a map and have
 HU1218.an estimated accuracy of +/- 6 seconds.
 HU1218
 HU1218.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1218
 HU1218.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1218.GEOID18 height accuracy estimate available here.
 HU1218
 HU1218.The vertical order pertains to the NGVD 29 superseded value.
 HU1218
 HU1218.Click photographs - Photos may exist for this station.
 HU1218
 HU1218;                    North         East    Units  Estimated Accuracy
 HU1218;SPC DE       -    83,790.      174,070.      MT  (+/- 180 meters Scaled)
 HU1218
 HU1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH378897(NAD 83)
 HU1218
 HU1218                          SUPERSEDED SURVEY CONTROL
 HU1218
 HU1218  NGVD 29 (??/??/??)   12.92   (m)           42.4    (f) RESET       3  
 HU1218
 HU1218.Superseded values are not recommended for survey control.
 HU1218
 HU1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1218.See file dsdata.pdf to determine how the superseded data were derived.
 HU1218
 HU1218_MARKER: DV = VERTICAL CONTROL DISK
 HU1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1218_STAMPING: S 66 RESET 1976
 HU1218_MARK LOGO: NGS
 HU1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1218+STABILITY: SURFACE MOTION
 HU1218
 HU1218  HISTORY     - Date     Condition        Report By
 HU1218  HISTORY     - 1976     MONUMENTED       DEDHT
 HU1218  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU1218
 HU1218                          STATION DESCRIPTION
 HU1218
 HU1218'DESCRIBED BY DE DEPT OF HIGHWAYS 1976
 HU1218'5.75 MI E FROM FEDERALSBURG.
 HU1218'4.75 MILES EAST ALONG HIGHWAY 306 FROM THE INTERSECTION OF
 HU1218'CENTRAL AVENUE AND MAIN STREET OF FEDERALSBURG, CAROLINE COUNTY,
 HU1218'AND 1.0 MILE NORTHEAST ALONG DIRT ROAD. 0.3 MILE SOUTHWEST ON
 HU1218'COUNTY ROADS 569 AND 512, A 6 INCH BY 36 INCH CONCRETE MONUMENT SET
 HU1218'25 FEET RIGHT OF THE CENTERLINE OF HIGHWAY.  A METAL WITNESS POST
 HU1218'IS SET 3 FEET SOUTH AND A 4X4-INCH WOODEN POST IS SET 2 FEET NORTH.
 HU1218
 HU1218                          STATION RECOVERY (2013)
 HU1218
 HU1218'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU1218'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0964 ***********************************************************************
 HU0964  DESIGNATION -  S 9
 HU0964  PID         -  HU0964
 HU0964  STATE/COUNTY-  DE/SUSSEX
 HU0964  COUNTRY     -  US
 HU0964  USGS QUAD   -  SEAFORD WEST (2016)
 HU0964
 HU0964                         *CURRENT SURVEY CONTROL
 HU0964  ______________________________________________________________________
 HU0964* NAD 83(1986) POSITION- 38 38 30.9    (N) 075 39 45.0    (W)   HD_HELD2
 HU0964* NAVD 88 ORTHO HEIGHT -     8.548 (meters)       28.04  (feet) ADJUSTED
 HU0964  ______________________________________________________________________
 HU0964  GEOID HEIGHT    -        -35.539 (meters)                     GEOID18
 HU0964  DYNAMIC HEIGHT  -          8.542 (meters)       28.02  (feet) COMP
 HU0964  MODELED GRAVITY -    980,017.4   (mgal)                       NAVD 88
 HU0964
 HU0964  VERT ORDER      -  SECOND    CLASS 0
 HU0964
 HU0964.The horizontal coordinates were established by autonomous hand held GPS
 HU0964.observations and have an estimated accuracy of +/- 10 meters.
 HU0964
 HU0964.The orthometric height was determined by differential leveling and
 HU0964.adjusted by the NATIONAL GEODETIC SURVEY
 HU0964.in June 1991.
 HU0964
 HU0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0964.GEOID18 height accuracy estimate available here.
 HU0964
 HU0964.Click photographs - Photos may exist for this station.
 HU0964
 HU0964.The dynamic height is computed by dividing the NAVD 88
 HU0964.geopotential number by the normal gravity value computed on the
 HU0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0964.degrees latitude (g = 980.6199 gals.).
 HU0964
 HU0964.The modeled gravity was interpolated from observed gravity values.
 HU0964
 HU0964;                    North         East    Units  Estimated Accuracy
 HU0964;SPC DE       -    71,283.      178,598.      MT  (+/- 10 meters HH2 GPS)
 HU0964
 HU0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4234477249(NAD 83)
 HU0964
 HU0964                          SUPERSEDED SURVEY CONTROL
 HU0964
 HU0964  NGVD 29 (11/26/84)    8.794  (m)           28.85   (f) ADJUSTED    2 0
 HU0964
 HU0964.Superseded values are not recommended for survey control.
 HU0964
 HU0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0964.See file dsdata.pdf to determine how the superseded data were derived.
 HU0964
 HU0964_MARKER: DB = BENCH MARK DISK
 HU0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0964_STAMPING: S 9 1942
 HU0964_MARK LOGO: CGS
 HU0964_PROJECTION: PROJECTING 10 CENTIMETERS
 HU0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0964+STABILITY: SURFACE MOTION
 HU0964
 HU0964  HISTORY     - Date     Condition        Report By
 HU0964  HISTORY     - 1942     MONUMENTED       CGS
 HU0964  HISTORY     - 1943     GOOD             CGS
 HU0964  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0964  HISTORY     - 20130614 POOR             DELCOS
 HU0964  HISTORY     - 20221031 POOR             USPSQD
 HU0964
 HU0964                          STATION DESCRIPTION
 HU0964
 HU0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0964'2.6 MI SW FROM SEAFORD.
 HU0964'2.55 MILES SOUTHWEST ALONG HIGHWAY 20 FROM THE CONCRETE BRIDGE
 HU0964'OVER THE RAILROAD AT SEAFORD, SUSSEX COUNTY, 32.9 FEET NORTH
 HU0964'OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET WEST OF POLE NUMBER
 HU0964'105, 64.6 FEET EAST OF A 24-INCH CONCRETE PIPE CULVERT, ABOUT
 HU0964'2.0 FEET LOWER THAN THE HIGHWAY, 2.0 FEET FROM A STANDARD
 HU0964'REFERENCE POST, A U.S.C. AND G.S. DISK SET IN THE TOP OF A
 HU0964'CONCRETE POST.
 HU0964
 HU0964                          STATION RECOVERY (1943)
 HU0964
 HU0964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 HU0964'RECOVERED IN GOOD CONDITION.
 HU0964
 HU0964                          STATION RECOVERY (1981)
 HU0964
 HU0964'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0964'MARK NOT FOUND.
 HU0964
 HU0964                          STATION RECOVERY (2013)
 HU0964
 HU0964'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0964'DISC PRESENT IN POOR CONDITION, DESTROYED WITH CUTS.
 HU0964
 HU0964                          STATION RECOVERY (2022)
 HU0964
 HU0964'RECOVERY NOTE BY US POWER SQUADRON 2022 (DLT)
 HU0964'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2753 ***********************************************************************
 HU2753  DESIGNATION -  SALISBURY TV STA WBOC MAST
 HU2753  PID         -  HU2753
 HU2753  STATE/COUNTY-  DE/SUSSEX
 HU2753  COUNTRY     -  US
 HU2753  USGS QUAD   -  SHARPTOWN (2016)
 HU2753
 HU2753                         *CURRENT SURVEY CONTROL
 HU2753  ______________________________________________________________________
 HU2753* NAD 83(1991) POSITION- 38 30 17.10554(N) 075 38 35.47744(W)   ADJUSTED
 HU2753  ______________________________________________________________________
 HU2753  GEOID HEIGHT    -        -35.654 (meters)                     GEOID18
 HU2753  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 HU2753  HORZ ORDER      -  THIRD
 HU2753
 HU2753.The horizontal coordinates were established by classical geodetic methods
 HU2753.and adjusted by the National Geodetic Survey in January 1992.
 HU2753
 HU2753.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2753.GEOID18 height accuracy estimate available here.
 HU2753
 HU2753.Click photographs - Photos may exist for this station.
 HU2753
 HU2753.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2753
 HU2753. The following values were computed from the NAD 83(1991) position.
 HU2753
 HU2753;                    North         East     Units Scale Factor Converg.
 HU2753;SPC DE       -    56,052.094   180,241.287   MT  0.99999981   -0 08 27.7
 HU2753;SPC DE       -   183,897.58    591,341.62   sFT  0.99999981   -0 08 27.7
 HU2753;SPC MD       -    93,910.234   518,342.847   MT  0.99997069   +0 51 05.7
 HU2753;SPC MD       -   308,103.83  1,700,596.49   sFT  0.99997069   +0 51 05.7
 HU2753;UTM  18      - 4,262,016.643   443,918.776   MT  0.99963873   -0 24 01.6
 HU2753
 HU2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4391862016(NAD 83)
 HU2753
 HU2753                          SUPERSEDED SURVEY CONTROL
 HU2753
 HU2753  NAD 83(1986)-  38 30 17.09895(N)    075 38 35.50090(W) AD(       ) 3
 HU2753
 HU2753.Superseded values are not recommended for survey control.
 HU2753
 HU2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2753.See file dsdata.pdf to determine how the superseded data were derived.
 HU2753
 HU2753_MARKER: 43 = RADIO/TV TOWER
 HU2753
 HU2753  HISTORY     - Date     Condition        Report By
 HU2753  HISTORY     - 1987     FIRST OBSERVED   NGS
 HU2753
 HU2753                          STATION DESCRIPTION
 HU2753
 HU2753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (RGP)
 HU2753'THE STATION IS LOCATED ABOUT 8.8 KM (4.9 MI) EAST-SOUTHEAST OF
 HU2753'SHARPTOWN MARYLAND AND JUST INSIDE OF THE STATE OF DELAWARE.
 HU2753'OWNERSHIP--SALISBURY TELEVISION STATION WBOC.
 HU2753'
 HU2753'TO REACH THE STATION FROM THE APPROXIMATE CENTER OF THE NEW HIGHWAY
 HU2753'BRIDGE OVER THE NANTICOKE RIVER AT DENTON, GO SOUTH AND WEST ON
 HU2753'STATE HIGHWAY 313 FOR 1.95 KM (1.2 MI) TO A CROSSROADS.  TURN LEFT
 HU2753'AND GO SOUTH AND EAST ON STATE HIGHWAY 348 FOR 2.25 KM (1.4 MI) TO
 HU2753'THE MARYLAND-DELAWARE STATE LINE.  CONTINUE EAST ON DELAWARE STATE
 HU2753'HIGHWAY 24 FOR 1.6 KM (1.0 MI) TO A SIDE ROAD RIGHT. TURN RIGHT AND
 HU2753'GO SOUTH ON COUNTY ROAD 76 FOR 1.4 KM (1.0 MI) TO A CROSSROADS.
 HU2753'TURN LEFT AND GO SOUTHEAST ON COUNTY ROAD 505 FOR 3.5 KM (2.2 MI)
 HU2753'TO A GRAVELED ROAD LEFT. TURN LEFT AND GO NORTHEAST ON THE
 HU2753'GRAVELED ROAD FOR 0.4 KM (0.35 MI) TO THE STATION.
 HU2753'
 HU2753'THE LANDMARK IS THE FLASHING RED LIGHT ATOP THE PYLON. THE PYLON IS
 HU2753'59.5 FEET HIGH AND IT IS AT THE APEX OF A 940 FOOT HIGH TRIANGULAR
 HU2753'MAST WHICH IS PAINTED ORANGE IN COLOR. THE OVERALL HEIGHT OF THE
 HU2753'STATION IS 1,046 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 CB2963 ***********************************************************************
 CB2963  DESIGNATION -  SANDTOWN AZ MK
 CB2963  PID         -  CB2963
 CB2963  STATE/COUNTY-  DE/KENT
 CB2963  COUNTRY     -  US
 CB2963  USGS QUAD   -  MARYDEL (2016)
 CB2963
 CB2963                         *CURRENT SURVEY CONTROL
 CB2963  ______________________________________________________________________
 CB2963* NAD 83(1986) POSITION- 39 01 23.     (N) 075 44 13.     (W)   SCALED
 CB2963* NAVD 88 ORTHO HEIGHT -    16.025 (meters)       52.58  (feet) ADJUSTED
 CB2963  ______________________________________________________________________
 CB2963  GEOID HEIGHT    -        -34.559 (meters)                     GEOID18
 CB2963  DYNAMIC HEIGHT  -         16.016 (meters)       52.55  (feet) COMP
 CB2963  MODELED GRAVITY -    980,062.4   (mgal)                       NAVD 88
 CB2963
 CB2963  VERT ORDER      -  SECOND    CLASS I
 CB2963
 CB2963.The horizontal coordinates were scaled from a map and have
 CB2963.an estimated accuracy of +/- 6 seconds.
 CB2963
 CB2963.The orthometric height was determined by differential leveling and
 CB2963.adjusted by the NATIONAL GEODETIC SURVEY
 CB2963.in December 2004.
 CB2963
 CB2963.No vertical observational check was made to the station.
 CB2963
 CB2963.Significant digits in the geoid height do not necessarily reflect accuracy.
 CB2963.GEOID18 height accuracy estimate available here.
 CB2963
 CB2963.Click photographs - Photos may exist for this station.
 CB2963
 CB2963.The dynamic height is computed by dividing the NAVD 88
 CB2963.geopotential number by the normal gravity value computed on the
 CB2963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB2963.degrees latitude (g = 980.6199 gals.).
 CB2963
 CB2963.The modeled gravity was interpolated from observed gravity values.
 CB2963
 CB2963;                    North         East    Units  Estimated Accuracy
 CB2963;SPC DE       -   113,610.      172,270.      MT  (+/- 180 meters Scaled)
 CB2963
 CB2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ362195(NAD 83)
 CB2963
 CB2963                          SUPERSEDED SURVEY CONTROL
 CB2963
 CB2963.No superseded survey control is available for this station.
 CB2963
 CB2963_MARKER: DZ = AZIMUTH MARK DISK
 CB2963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB2963_STAMPING: SANDTOWN 1961
 CB2963_MARK LOGO: CGS
 CB2963_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CB2963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB2963+STABILITY: SURFACE MOTION
 CB2963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CB2963+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2003
 CB2963
 CB2963  HISTORY     - Date     Condition        Report By
 CB2963  HISTORY     - 1961     MONUMENTED       CGS
 CB2963  HISTORY     - 20030113 GOOD             MDSHA
 CB2963  HISTORY     - 20081007 POOR             DEDT
 CB2963
 CB2963                          STATION DESCRIPTION
 CB2963
 CB2963'DESCRIBED BY MARYLAND DOT HIGHWAY ADMINISTRATION 2003 (SFK)
 CB2963'THE STATION IS LOCATED ABOUT 3.5 MI (5.63 KM) EAST-SOUTHEAST OF
 CB2963'GOLDSBORO, MARYLAND AND 1.2 MI (1.93 KM) WEST-SOUTHWEST OF SANDTOWN,
 CB2963'DELAWARE.  TO REACH THE STATION FROM THE Y-INTERSECTION IN GOLDSBORO,
 CB2963'GO NORTH ALONG STATE HIGHWAY 311 FOR 0.3 MI (0.48 KM) TO STATE HIGHWAY
 CB2963'287.  TURN RIGHT AND GO EAST ALONG STATE HIGHWAY 287 FOR 2.25 MI (3.62
 CB2963'KM) TO BRIGHT ROAD LEADING SOUTHEAST. BEAR RIGHT AND GO SOUTHEAST FOR
 CB2963'0.3 MI (0.48 KM) TO THE T-INTERSECTION WITH DRAPERS MILL ROAD.  TURN
 CB2963'RIGHT AND GO SOUTHWEST FOR 0.05 MI (0.08 KM) TO LORDS CORNER ROAD
 CB2963'LEADING SOUTHEAST.  TURN LEFT AND GO SOUTHEAST FOR 0.25 MI (0.4 KM) TO
 CB2963'THE STATION ON THE RIGHT.  THE STATION IS A STANDARD AZIMUTH MARK DISK
 CB2963'SET IN THE TOP OF A 10 INCH (25 CM) SQUARE CONCRETE MONUMENT.  IT IS
 CB2963'54.0 FT (16.5 M) SOUTHWEST OF THE CENTER OF THE ROAD, 5.9 FT (1.8 M)
 CB2963'WEST OF THE WEST EDGE OF A DRAINAGE DITCH, AT THE EAST EDGE OF A
 CB2963'CULTIVATED FIELD AND PROJECTING ABOUT 2 INCHES.
 CB2963
 CB2963                          STATION RECOVERY (2008)
 CB2963
 CB2963'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 CB2963'POINT MAY HAVE BEEN DISTURBED, HAS BEEN HIT DURING FARMING ACTIVITY.
 CB2963'
 CB2963'INTEGRITY IS QUESTIONABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 CB2964 ***********************************************************************
 CB2964  DESIGNATION -  SANDTOWN RM 1
 CB2964  PID         -  CB2964
 CB2964  STATE/COUNTY-  DE/KENT
 CB2964  COUNTRY     -  US
 CB2964  USGS QUAD   -  MARYDEL (2016)
 CB2964
 CB2964                         *CURRENT SURVEY CONTROL
 CB2964  ______________________________________________________________________
 CB2964* NAD 83(1986) POSITION- 39 01 34.27   (N) 075 44 17.72   (W)   HD_HELD1
 CB2964* NAVD 88 ORTHO HEIGHT -    15.674 (meters)       51.42  (feet) ADJUSTED
 CB2964  ______________________________________________________________________
 CB2964  GEOID HEIGHT    -        -34.545 (meters)                     GEOID18
 CB2964  DYNAMIC HEIGHT  -         15.665 (meters)       51.39  (feet) COMP
 CB2964  MODELED GRAVITY -    980,063.1   (mgal)                       NAVD 88
 CB2964
 CB2964  VERT ORDER      -  SECOND    CLASS I
 CB2964
 CB2964.The horizontal coordinates were determined by differentially corrected
 CB2964.hand held GPS observations or other comparable positioning techniques
 CB2964.and have an estimated accuracy of +/- 3 meters.
 CB2964
 CB2964.The orthometric height was determined by differential leveling and
 CB2964.adjusted by the NATIONAL GEODETIC SURVEY
 CB2964.in December 2004.
 CB2964
 CB2964.No vertical observational check was made to the station.
 CB2964
 CB2964.Significant digits in the geoid height do not necessarily reflect accuracy.
 CB2964.GEOID18 height accuracy estimate available here.
 CB2964
 CB2964.Click photographs - Photos may exist for this station.
 CB2964
 CB2964.The dynamic height is computed by dividing the NAVD 88
 CB2964.geopotential number by the normal gravity value computed on the
 CB2964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB2964.degrees latitude (g = 980.6199 gals.).
 CB2964
 CB2964.The modeled gravity was interpolated from observed gravity values.
 CB2964
 CB2964;                    North         East    Units  Estimated Accuracy
 CB2964;SPC DE       -   113,961.7     172,152.3     MT  (+/- 3 meters HH1 GPS) 
 CB2964
 CB2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3609619941(NAD 83)
 CB2964
 CB2964                          SUPERSEDED SURVEY CONTROL
 CB2964
 CB2964.No superseded survey control is available for this station.
 CB2964
 CB2964_MARKER: DR = REFERENCE MARK DISK
 CB2964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB2964_STAMPING: SANDTOWN NO 1 1961
 CB2964_MARK LOGO: CGS
 CB2964_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CB2964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB2964+STABILITY: SURFACE MOTION
 CB2964_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CB2964+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2010
 CB2964
 CB2964  HISTORY     - Date     Condition        Report By
 CB2964  HISTORY     - 1961     MONUMENTED       CGS
 CB2964  HISTORY     - 20030113 GOOD             MDSHA
 CB2964  HISTORY     - 20100521 GOOD             BECMOR
 CB2964
 CB2964                          STATION DESCRIPTION
 CB2964
 CB2964'DESCRIBED BY MARYLAND DOT HIGHWAY ADMINISTRATION 2003 (SFK)
 CB2964'THE STATION IS LOCATED ABOUT 3.5 MI (5.63 KM) EAST-SOUTHEAST OF
 CB2964'GOLDSBORO, MARYLAND AND 1.2 MI (1.93 KM) WEST-SOUTHWEST OF SANDTOWN,
 CB2964'DELAWARE.  TO REACH THE STATION FROM THE Y-INTERSECTION IN GOLDSBORO,
 CB2964'GO NORTH ALONG STATE HIGHWAY 311 FOR 0.3 MI (0.48 KM) TO STATE HIGHWAY
 CB2964'287.  TURN RIGHT AND GO EAST ALONG STATE HIGHWAY 287 FOR 2.25 MI (3.62
 CB2964'KM) TO BRIGHT ROAD LEADING SOUTHEAST. BEAR RIGHT AND GO SOUTHEAST FOR
 CB2964'0.3 MI (0.48 KM) TO THE T-INTERSECTION WITH DRAPERS MILL ROAD.  TURN
 CB2964'RIGHT AND GO SOUTHWEST FOR 0.05 MI (0.08 KM) TO LORDS CORNER ROAD
 CB2964'LEADING SOUTHEAST.  TURN LEFT AND GO SOUTHEAST FOR 0.05 MI (0.08 KM)
 CB2964'TO THE STATION ON THE LEFT.  THE STATION IS A STANDARD REFERENCE MARK
 CB2964'DISK SET IN THE TOP OF A 10 INCH (25 CM) SQUARE CONCRETE MONUMENT
 CB2964'WHICH IS FLUSH WITH THE GROUND.  IT IS 38.5 FT (11.7 M) NORTHEAST OF
 CB2964'THE CENTER LINE OF THE ROAD, 150.7 FT (45.9 M) NORTH OF BOUNDARY
 CB2964'MONUMENT 39, 33.5 FT (10.2 M) NORTHWEST OF A 15 INCH (38 CM) TWIN PINE
 CB2964'TREE, 1.0 FT (0.3 M) WEST OF A CARSONITE WITNESS POST AND ABOUT 1 FOOT
 CB2964'HIGHER THAN THE STATION.
 CB2964
 CB2964                          STATION RECOVERY (2010)
 CB2964
 CB2964'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 CB2964'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 CB2965 ***********************************************************************
 CB2965  DESIGNATION -  SANDTOWN RM 2
 CB2965  PID         -  CB2965
 CB2965  STATE/COUNTY-  DE/KENT
 CB2965  COUNTRY     -  US
 CB2965  USGS QUAD   -  MARYDEL (2016)
 CB2965
 CB2965                         *CURRENT SURVEY CONTROL
 CB2965  ______________________________________________________________________
 CB2965* NAD 83(1986) POSITION- 39 01 32.90   (N) 075 44 17.37   (W)   HD_HELD1
 CB2965* NAVD 88 ORTHO HEIGHT -    15.519 (meters)       50.92  (feet) ADJUSTED
 CB2965  ______________________________________________________________________
 CB2965  GEOID HEIGHT    -        -34.547 (meters)                     GEOID18
 CB2965  DYNAMIC HEIGHT  -         15.510 (meters)       50.89  (feet) COMP
 CB2965  MODELED GRAVITY -    980,063.0   (mgal)                       NAVD 88
 CB2965
 CB2965  VERT ORDER      -  SECOND    CLASS I
 CB2965
 CB2965.The horizontal coordinates were determined by differentially corrected
 CB2965.hand held GPS observations or other comparable positioning techniques
 CB2965.and have an estimated accuracy of +/- 3 meters.
 CB2965
 CB2965.The orthometric height was determined by differential leveling and
 CB2965.adjusted by the NATIONAL GEODETIC SURVEY
 CB2965.in December 2004.
 CB2965
 CB2965.No vertical observational check was made to the station.
 CB2965
 CB2965.Significant digits in the geoid height do not necessarily reflect accuracy.
 CB2965.GEOID18 height accuracy estimate available here.
 CB2965
 CB2965.Click photographs - Photos may exist for this station.
 CB2965
 CB2965.The dynamic height is computed by dividing the NAVD 88
 CB2965.geopotential number by the normal gravity value computed on the
 CB2965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CB2965.degrees latitude (g = 980.6199 gals.).
 CB2965
 CB2965.The modeled gravity was interpolated from observed gravity values.
 CB2965
 CB2965;                    North         East    Units  Estimated Accuracy
 CB2965;SPC DE       -   113,919.4     172,160.6     MT  (+/- 3 meters HH1 GPS) 
 CB2965
 CB2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3610419899(NAD 83)
 CB2965
 CB2965                          SUPERSEDED SURVEY CONTROL
 CB2965
 CB2965.No superseded survey control is available for this station.
 CB2965
 CB2965_MARKER: DR = REFERENCE MARK DISK
 CB2965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CB2965_STAMPING: SANDTOWN NO 2 1961
 CB2965_MARK LOGO: CGS
 CB2965_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CB2965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CB2965+STABILITY: SURFACE MOTION
 CB2965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CB2965+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2010
 CB2965
 CB2965  HISTORY     - Date     Condition        Report By
 CB2965  HISTORY     - 1961     MONUMENTED       CGS
 CB2965  HISTORY     - 20030113 GOOD             MDSHA
 CB2965  HISTORY     - 20100521 GOOD             BECMOR
 CB2965
 CB2965                          STATION DESCRIPTION
 CB2965
 CB2965'DESCRIBED BY MARYLAND DOT HIGHWAY ADMINISTRATION 2003 (SFK)
 CB2965'THE STATION IS LOCATED ABOUT 3.5 MI (5.63 KM) EAST-SOUTHEAST OF
 CB2965'GOLDSBORO, MARYLAND AND 1.2 MI (1.93 KM) WEST-SOUTHWEST OF SANDTOWN,
 CB2965'DELAWARE.  TO REACH THE STATION FROM THE Y-INTERSECTION IN GOLDSBORO,
 CB2965'GO NORTH ALONG STATE HIGHWAY 311 FOR 0.3 MI (0.48 KM) TO STATE HIGHWAY
 CB2965'287.  TURN RIGHT AND GO EAST ALONG STATE HIGHWAY 287 FOR 2.25 MI (3.62
 CB2965'KM) TO BRIGHT ROAD LEADING SOUTHEAST. BEAR RIGHT AND GO SOUTHEAST FOR
 CB2965'0.3 MI (0.48 KM) TO THE T-INTERSECTION WITH DRAPERS MILL ROAD.  TURN
 CB2965'RIGHT AND GO SOUTHWEST FOR 0.05 MI (0.08 KM) TO LORDS CORNER ROAD
 CB2965'LEADING SOUTHEAST.  TURN LEFT AND GO SOUTHEAST FOR 0.05 MI (0.08 KM)
 CB2965'TO THE STATION ON THE LEFT.  THE STATION IS A STANDARD REFERENCE MARK
 CB2965'DISK SET IN THE TOP OF A 10 INCH (25 CM) SQUARE CONCRETE MONUMENT
 CB2965'WHICH IS FLUSH WITH THE GROUND.  IT IS 30.2 FT (9.2 M) NORTHEAST OF
 CB2965'THE CENTER LINE OF THE ROAD, 56.5 FT (17.2 M) NORTHEAST OF BOUNDARY
 CB2965'MONUMENT 39, 7.0 FT (2.1 M) SOUTHWEST OF A 28 INCH (71 CM) PINE TREE,
 CB2965'1.5 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST AND ABOUT LEVEL WITH
 CB2965'THE STATION MARK.
 CB2965
 CB2965                          STATION RECOVERY (2010)
 CB2965
 CB2965'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 CB2965'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3379 ***********************************************************************
 JU3379  DESIGNATION -  SANDY 2
 JU3379  PID         -  JU3379
 JU3379  STATE/COUNTY-  DE/KENT
 JU3379  COUNTRY     -  US
 JU3379  USGS QUAD   -  BENNETTS PIER (2016)
 JU3379
 JU3379                         *CURRENT SURVEY CONTROL
 JU3379  ______________________________________________________________________
 JU3379* NAD 83(1991) POSITION- 39 01 49.30824(N) 075 21 32.00398(W)   ADJUSTED
 JU3379* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU3379  ______________________________________________________________________
 JU3379  GEOID HEIGHT    -        -35.038 (meters)                     GEOID18
 JU3379  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 JU3379  HORZ ORDER      -  THIRD
 JU3379
 JU3379.The horizontal coordinates were established by classical geodetic methods
 JU3379.and adjusted by the National Geodetic Survey in January 1992.
 JU3379
 JU3379.The orthometric height was scaled from a topographic map.
 JU3379
 JU3379.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3379.GEOID18 height accuracy estimate available here.
 JU3379
 JU3379.Click photographs - Photos may exist for this station.
 JU3379
 JU3379.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3379
 JU3379. The following values were computed from the NAD 83(1991) position.
 JU3379
 JU3379;                    North         East     Units Scale Factor Converg.
 JU3379;SPC DE       -   114,377.798   205,002.821   MT  0.99999531   +0 02 11.0
 JU3379;SPC DE       -   375,254.49    672,580.09   sFT  0.99999531   +0 02 11.0
 JU3379;UTM  18      - 4,320,207.317   468,936.330   MT  0.99961188   -0 13 33.6
 JU3379
 JU3379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3379!SPC DE       -   1.00000522  x   0.99999531  =   1.00000053
 JU3379!UTM  18      -   1.00000522  x   0.99961188  =   0.99961710
 JU3379
 JU3379:                Primary Azimuth Mark                     Grid Az
 JU3379:SPC DE       -  MURDERKILL R REAR RANGE LIGHT            303 46 54.4
 JU3379:UTM  18      -  MURDERKILL R REAR RANGE LIGHT            304 02 39.0
 JU3379
 JU3379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6893620207(NAD 83)
 JU3379
 JU3379|---------------------------------------------------------------------|
 JU3379| PID    Reference Object                     Distance      Geod. Az  |
 JU3379|                                                           dddmmss.s |
 JU3379| JU3376 SANDY                               232.785 METERS 02510     |
 JU3379| CB2968 SANDY 2 RM 3                         19.257 METERS 21130     |
 JU3379| JU3380 MURDERKILL R REAR RANGE LIGHT       APPROX. 4.9 KM 3034905.4 |
 JU3379| CB2969 SANDY 2 RM 4                         18.738 METERS 33831     |
 JU3379|---------------------------------------------------------------------|
 JU3379
 JU3379                          SUPERSEDED SURVEY CONTROL
 JU3379
 JU3379  NAD 83(1986)-  39 01 49.29847(N)    075 21 32.01071(W) AD(       ) 3
 JU3379  NAD 27      -  39 01 48.89373(N)    075 21 33.31198(W) AD(       ) 3
 JU3379
 JU3379.Superseded values are not recommended for survey control.
 JU3379
 JU3379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3379.See file dsdata.pdf to determine how the superseded data were derived.
 JU3379
 JU3379_MARKER: DD = SURVEY DISK
 JU3379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3379_STAMPING: SANDY 2 1971
 JU3379_MARK LOGO: CGS
 JU3379_PROJECTION: FLUSH
 JU3379_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3379+STABILITY: SURFACE MOTION
 JU3379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3379+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2010
 JU3379
 JU3379  HISTORY     - Date     Condition        Report By
 JU3379  HISTORY     - 1971     MONUMENTED       NGS
 JU3379  HISTORY     - 1971     GOOD             NGS
 JU3379  HISTORY     - 1980     GOOD             NGS
 JU3379  HISTORY     - 1980     GOOD             LOCENG
 JU3379  HISTORY     - 19830101 GOOD             NOS
 JU3379  HISTORY     - 20100716 GOOD             BECMOR
 JU3379
 JU3379                          STATION DESCRIPTION
 JU3379
 JU3379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JKW)
 JU3379'THE STATION IS LOCATED ON THE WEST SIDE OF DELAWARE BAY AT
 JU3379'BENNETTS PIER, ABOUT 9.6 MILES NORTHEAST OF MILFORD, 3.0 MILES
 JU3379'SOUTHEAST OF BOWERS BEACH AND 2.7 MILES NORTHWEST OF BIG
 JU3379'STONE BEACH.
 JU3379'
 JU3379'TO REACH STATION FROM MISPILLION RIVER BRIDGE LOCATED JUST
 JU3379'EAST OF MILFORD ON STATE ROUTE 14, GO NORTH 1.4 MILES TO
 JU3379'U.S. HIGHWAY 113, THEN GO NORTH 1.6 MILES ON U.S. HIGHWAY 113
 JU3379'TO A BLACKTOP ROAD, TURN RIGHT (NE) AND GO 3.5 MILES TO
 JU3379'THOMPSONVILLE TO A Y FORK IN ROAD, THEN FOLLOW THE RIGHT
 JU3379'FORK PAST FIRE DEPARTMENT 3.2 MILES NORTHEAST TO STATION SITE.
 JU3379'
 JU3379'STATION IS 764 FEET FROM THE MEAN HIGH WATER LINE, 31.3 FEET
 JU3379'SOUTHEAST OF THE CENTERLINE OF ROAD 122 AND 24.0 FEET
 JU3379'SOUTHWEST OF THE SOUTHERN INVERT OF THE 30 INCH CORRUGATED
 JU3379'STEEL PIPE PASSING UNDER ROAD 122.  THE STATION IS MARKED BY
 JU3379'A STANDARD DISK STAMPED SANDY 2 1971 SET IN THE TOP OF AN
 JU3379'8 INCH ROUND CONCRETE MONUMENT, PROJECTING 0.3 FEET ABOVE
 JU3379'THE GROUND.
 JU3379'
 JU3379'RM 3 IS SOUTHWEST OF THE STATION, 85.6 FEET SOUTHWEST OF THE
 JU3379'SOUTHERN INVERT OF A 30 INCH CORRUGATED STEEL PIPE AND 29.5
 JU3379'FEET SOUTHEAST OF THE CENTERLINE OF ROAD 122.  IT IS MARKED
 JU3379'BY A STANDARD DISK STAMPED SANDY 2 NO 3 1971 SET IN THE TOP
 JU3379'OF AN 8 INCH ROUND CONCRETE MONUMENT, PROJECTING 0.3 FEET
 JU3379'ABOVE THE GROUND.
 JU3379'
 JU3379'RM 4 IS NNW OF THE STATION, 25.7 FEET EAST OF THE NORTHERN
 JU3379'INVERT OF A 30 INCH CORRUGATED STEEL PIPE AND 16.7 FEET
 JU3379'NORTHWEST OF THE CENTERLINE OF ROAD 122.  IT IS MARKED BY A
 JU3379'STANDARD DISK STAMPED SANDY 2 NO 4 1971 SET IN THE TOP OF AN
 JU3379'8 INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
 JU3379
 JU3379                          STATION RECOVERY (1971)
 JU3379
 JU3379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JU3379'RECOVERED IN GOOD CONDITION.
 JU3379
 JU3379                          STATION RECOVERY (1980)
 JU3379
 JU3379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 JU3379'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 JU3379'AS DESCRIBED.  A NEW WITNESS POST WAS SET 1 FOOT EAST OF THE STATION
 JU3379'MARK AND ANOTHER ONE WAS SET 1 FOOT NORTH OF REFERENCE MARK 4.
 JU3379
 JU3379                          STATION RECOVERY (1980)
 JU3379
 JU3379'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (WW)
 JU3379'RECOVERED BY VANDEMARK LYNCH INC.
 JU3379'
 JU3379'SANDY 2 1971 GOOD.
 JU3379'
 JU3379'SANDY 2-NO 3-1971 GOOD.
 JU3379'
 JU3379'SANDY 2-NO 4-1971 GOOD.
 JU3379'
 JU3379'STATION AND REFERENCE MARKS ADEQUATELY DESCRIBED.
 JU3379
 JU3379                          STATION RECOVERY (1983)
 JU3379
 JU3379'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983
 JU3379'THE STATION IS LOCATED ON THE W SIDE OF DELAWARE BAY AT BENNETTS PIER,
 JU3379'ABOUT 9.6 MI NE OF MILFORD, 3.0 MI SE OF BOWERS BEACH AND 2.7 MI NW OF
 JU3379'BIG STONE BEACH.
 JU3379'TO REACH STATION FROM MISPILLION RIVER BRIDGE LOCATED JUST E OF
 JU3379'MILFORD ON STATE ROUTE 14, GO N 1.4 MI TO U.S. HWY 113, THEN GO N 1.6
 JU3379'MI ON U.S. HWY 113 TO A BLACKTOP ROAD, TURN RIGHT AND GO 3.5 MI TO
 JU3379'THOMPSONVILLE TO A -Y- FORK IN ROAD, THEN FOLLOW THE RIGHT FORK PAST
 JU3379'FIRE DEPARTMENT 3.2 MI NE TO STATION SITE.
 JU3379'STATION MARK IS A STANDARD DISK PROJECTING 0.3 FT ABOVE THE GROUND.
 JU3379'IT IS LOCATED 232.9 M (764.1 FT) FROM THE MHWL, 9.54 M (31.3 FT) SE OF
 JU3379'THE CENTERLINE OF ROAD 122, 7.315 M (24.0 FT) SW OF THE SOUTHERN
 JU3379'INVERT OF THE 30-INCH CORRUGATED STEEL PIPE PASSING UNDER ROAD 122,
 JU3379'AND 0.4 M (1.3 FT) NE OF A WITNESS POST.
 JU3379'RM 3 IS 19.257 M (63.2 FT) SW OF THE STATION, 26.091 M (85.6 FT) SW OF
 JU3379'THE SOUTHERN INVERT OF A 30-INCH CORRUGATED STEEL PIPE, AND 8.992 M
 JU3379'(29.5 FT) SE OF THE CENTERLINE OF ROAD 122.  STATION MARK IS A
 JU3379'STANDARD DISK STAMPED---SANDY 2 NO 3 1971---, SET IN THE TOP OF AN
 JU3379'8-INCH ROUND CONCRETE MOUNMENT, PROJECTING 0.3 FT ABOVE THE GROUND.
 JU3379'RM 4 IS 18.738 M (61.5 FT) NNW OF THE STATIO, 7.833 M (25.7 FT) E OF
 JU3379'THE NORTHERN INVERT OF A 30-INCH CORRUGATED STEEL PIPE, 5.09 M
 JU3379'(16.7 FT) NW OF THE CENTERLINE OF ROAD 122, AND 0.34 M (1.1 FT) SE OF
 JU3379'A WITNESS POST.  STATION MARK IS A STANDARD DISK STAMPED---SANDY 2 NO
 JU3379'4 1971---, SET IN THE TOP OF AN 8-INCH ROUND CONCRETE MONUMENT WHICH
 JU3379'IS FLUSH WITH THE GROUND.
 JU3379
 JU3379                          STATION RECOVERY (2010)
 JU3379
 JU3379'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU3379'RECOVERED IN GOOD CONDITION.
 JU3379'RM 3 AND RM 4 RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3454 ***********************************************************************
 JU3454  DESIGNATION -  SCHEPENIS
 JU3454  PID         -  JU3454
 JU3454  STATE/COUNTY-  DE/KENT
 JU3454  COUNTRY     -  US
 JU3454  USGS QUAD   -  MARYDEL (2016)
 JU3454
 JU3454                         *CURRENT SURVEY CONTROL
 JU3454  ______________________________________________________________________
 JU3454* NAD 83(1991) POSITION- 39 05 54.64705(N) 075 44 38.67912(W)   ADJUSTED
 JU3454* NAVD 88 ORTHO HEIGHT -    17.4   (meters)       57.    (feet) VERTCON3
 JU3454  ______________________________________________________________________
 JU3454  GEOID HEIGHT    -        -34.253 (meters)                     GEOID18
 JU3454  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC18
 JU3454  HORZ ORDER      -  SECOND
 JU3454
 JU3454.The horizontal coordinates were established by classical geodetic methods
 JU3454.and adjusted by the National Geodetic Survey in January 1992.
 JU3454
 JU3454.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3454
 JU3454.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3454.GEOID18 height accuracy estimate available here.
 JU3454
 JU3454.Click photographs - Photos may exist for this station.
 JU3454
 JU3454.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3454
 JU3454. The following values were computed from the NAD 83(1991) position.
 JU3454
 JU3454;                    North         East     Units Scale Factor Converg.
 JU3454;SPC DE       -   121,992.960   171,677.055   MT  1.00000487   -0 12 23.3
 JU3454;SPC DE       -   400,238.57    563,243.80   sFT  1.00000487   -0 12 23.3
 JU3454;SPC MD       -   159,689.590   508,636.963   MT  0.99995738   +0 47 17.7
 JU3454;SPC MD       -   523,914.93  1,668,753.10   sFT  0.99995738   +0 47 17.7
 JU3454;UTM  18      - 4,327,972.268   435,658.088   MT  0.99965097   -0 28 09.4
 JU3454
 JU3454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3454!SPC DE       -   1.00000265  x   1.00000487  =   1.00000752
 JU3454!SPC MD       -   1.00000265  x   0.99995738  =   0.99996003
 JU3454!UTM  18      -   1.00000265  x   0.99965097  =   0.99965362
 JU3454
 JU3454:                Primary Azimuth Mark                     Grid Az
 JU3454:SPC DE       -  SCHEPENIS AZ MK                          107 36 04.9
 JU3454:SPC MD       -  SCHEPENIS AZ MK                          106 36 23.9
 JU3454:UTM  18      -  SCHEPENIS AZ MK                          107 51 51.0
 JU3454
 JU3454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3565827972(NAD 83)
 JU3454
 JU3454|---------------------------------------------------------------------|
 JU3454| PID    Reference Object                     Distance      Geod. Az  |
 JU3454|                                                           dddmmss.s |
 JU3454| CB2975 SCHEPENIS AZ MK                                    1072341.6 |
 JU3454| CB2977 SCHEPENIS RM 2                       29.841 METERS 18554     |
 JU3454| JU3455 BOUNDARY MONUMENT 44 DEL MD           8.094 METERS 26716     |
 JU3454| CB2976 SCHEPENIS RM 1                       28.576 METERS 34509     |
 JU3454| JU3470 MARYDEL RM 4                        APPROX. 4.8 KM 3561405.8 |
 JU3454|---------------------------------------------------------------------|
 JU3454
 JU3454                          SUPERSEDED SURVEY CONTROL
 JU3454
 JU3454  NAD 83(1986)-  39 05 54.63804(N)    075 44 38.69019(W) AD(       ) 2
 JU3454  NAD 27      -  39 05 54.23580(N)    075 44 39.93430(W) AD(       ) 2
 JU3454  NGVD 29 (07/19/86)   17.6    (m)           58.     (f) VERT ANG       
 JU3454
 JU3454.Superseded values are not recommended for survey control.
 JU3454
 JU3454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3454.See file dsdata.pdf to determine how the superseded data were derived.
 JU3454
 JU3454_MARKER: DS = TRIANGULATION STATION DISK
 JU3454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3454_STAMPING: SCHEPENIS 1961
 JU3454_MARK LOGO: CGS
 JU3454_PROJECTION: RECESSED 46 CENTIMETERS
 JU3454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3454+STABILITY: SURFACE MOTION
 JU3454
 JU3454  HISTORY     - Date     Condition        Report By
 JU3454  HISTORY     - 1961     MONUMENTED       CGS
 JU3454
 JU3454                          STATION DESCRIPTION
 JU3454
 JU3454'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3454'THE STATION IS LOCATED IN THE WEST EDGE OF A CULTIVATED FIELD
 JU3454'AND IN THE EAST EDGE OF A HEAVY WOODED AREA, 1.0 MILE SOUTH
 JU3454'OF MARYDEL, 2.0 MILES NORTHEAST OF HENDERSON AND ON PROPERTY
 JU3454'OWNED BY MR. SALVADOR SCHEPENIS.
 JU3454'
 JU3454'TO REACH THE STATION FROM THE ROAD SOUTH OF THE RAILROAD
 JU3454'STATION IN MARYDEL, GO SOUTHEASTERLY ON THE MACADAM ROAD FOR
 JU3454'0.95 MILE TO A DIM FIELD ROAD ON THE RIGHT, JUST BEFORE
 JU3454'REACHING A Y-FORK.  TO REACH THE AZIMUTH MARK, CONTINUE
 JU3454'SOUTH ON THE MACADAM ROAD FOR ABOUT 200 FEET TO A Y-FORK,
 JU3454'CONTINUE SOUTH ON A GRAVELED ROAD FOR 0.1 MILE TO THE AZIMUTH
 JU3454'MARK ON THE RIGHT, SOUTH SIDE OF THE ROAD.  TURN RIGHT AND GO
 JU3454'WEST ON THE DIM FIELD ROAD FOR 0.15 MILE TO A SMALL CABIN ON
 JU3454'THE RIGHT, CONTINUE WEST AND SOUTHWEST AROUND THE NORTHWEST
 JU3454'AND WEST EDGE OF THE CULTIVATED FIELD FOR 0.25 MILE TO THE
 JU3454'WEST CENTRAL EDGE OF THE FIELD AND THE STATION.
 JU3454'
 JU3454'THE STATION MARK IS A STANDARD DISK STAMPED SCHEPENIS 1961,
 JU3454'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS ABOUT 18
 JU3454'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 17.9 FEET EAST
 JU3454'OF A STANDARD METAL WITNESS POST AND MARKER, 21.0 FEET EAST
 JU3454'OF A GROUP OF 8-INCH ASH TREES AND 30.0 FEET SOUTHEAST OF A
 JU3454'TRIPLE TRUNK SYCAMORE TREE.
 JU3454'
 JU3454'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SCHEPENIS NO 1
 JU3454'1961, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JU3454'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 3.0 FEET
 JU3454'EAST OF THE EAST EDGE OF THE WOODS, 95.0 FEET NORTH-NORTHEAST
 JU3454'OF A STANDARD METAL WITNESS POST AND MARKER AND 96.0 FEET
 JU3454'NORTH-NORTHEAST OF THE GROUP OF ASH TREES.
 JU3454'
 JU3454'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SCHEPENIS NO 2
 JU3454'1961, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JU3454'ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 6.0 FEET
 JU3454'EAST OF THE EAST EDGE OF THE WOODS, 91.0 FEET SOUTH OF THE
 JU3454'GROUP OF ASH TREES AND 92.9 FEET SOUTH-SOUTHWEST OF A STANDARD
 JU3454'METAL WITNESS POST AND MARKER.
 JU3454'
 JU3454'AZIMUTH MARK IS A STANDARD DISK STAMPED SCHEPENIS 1961, SET
 JU3454'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 JU3454'1-INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 2.0 FEET
 JU3454'NORTH-NORTHEAST OF A POWERLINE POLE, 4.0 FEET EAST-SOUTHEAST
 JU3454'OF THE EAST EDGE OF A CULTIVATED FIELD, 2.1 FEET NORTH-NORTHWEST
 JU3454'OF A STANDARD METAL WITNESS POST AND MARKER AND 23.0 FEET
 JU3454'WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD.
 JU3454'
 JU3454'BOUNDARY MONUMENT NO. 44 IS A 12 X 12 INCH LIMESTONE MONUMENT
 JU3454'WHICH PROJECTS ABOUT 30 INCHES ABOVE THE SURFACE OF THE GROUND
 JU3454'AND MARKED WITH THE LETTERS P AND M.  IT IS LOCATED IN THE
 JU3454'EAST EDGE OF THE WOODS ABOUT 3.0 FEET WEST OF THE EAST EDGE
 JU3454'OF THE CULTIVATED FIELD.  THE MONUMENT IS IN A PLUMB POSITION
 JU3454'EXCEPT FOR SMALL CHIPS ON THE CORNER AND IS IN GOOD CONDITION.
 JU3454'
 JU3454'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1994 ***********************************************************************
 HU1994  DESIGNATION -  SCHULTIE
 HU1994  PID         -  HU1994
 HU1994  STATE/COUNTY-  DE/KENT
 HU1994  COUNTRY     -  US
 HU1994  USGS QUAD   -  BURRSVILLE (2016)
 HU1994
 HU1994                         *CURRENT SURVEY CONTROL
 HU1994  ______________________________________________________________________
 HU1994* NAD 83(1991) POSITION- 38 59 43.93530(N) 075 44 06.17169(W)   ADJUSTED
 HU1994* NAVD 88 ORTHO HEIGHT -    16.8   (meters)       55.    (feet) VERTCON3
 HU1994  ______________________________________________________________________
 HU1994  GEOID HEIGHT    -        -34.666 (meters)                     GEOID18
 HU1994  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 HU1994  HORZ ORDER      -  SECOND
 HU1994
 HU1994.The horizontal coordinates were established by classical geodetic methods
 HU1994.and adjusted by the National Geodetic Survey in January 1992.
 HU1994
 HU1994.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1994
 HU1994.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1994.GEOID18 height accuracy estimate available here.
 HU1994
 HU1994.Click photographs - Photos may exist for this station.
 HU1994
 HU1994.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1994
 HU1994. The following values were computed from the NAD 83(1991) position.
 HU1994
 HU1994;                    North         East     Units Scale Factor Converg.
 HU1994;SPC DE       -   110,558.238   172,418.172   MT  1.00000436   -0 12 01.2
 HU1994;SPC DE       -   362,723.15    565,675.29   sFT  1.00000436   -0 12 01.2
 HU1994;SPC MD       -   148,270.027   509,576.388   MT  0.99995202   +0 47 38.1
 HU1994;SPC MD       -   486,449.25  1,671,835.20   sFT  0.99995202   +0 47 38.1
 HU1994;UTM  18      - 4,316,538.322   436,346.566   MT  0.99964989   -0 27 45.2
 HU1994
 HU1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1994!SPC DE       -   1.00000281  x   1.00000436  =   1.00000717
 HU1994!SPC MD       -   1.00000281  x   0.99995202  =   0.99995483
 HU1994!UTM  18      -   1.00000281  x   0.99964989  =   0.99965270
 HU1994
 HU1994:                Primary Azimuth Mark                     Grid Az
 HU1994:SPC DE       -  SCHULTIE AZIMUTH MARK                    154 55 31.0
 HU1994:SPC MD       -  SCHULTIE AZIMUTH MARK                    153 55 51.7
 HU1994:UTM  18      -  SCHULTIE AZIMUTH MARK                    155 11 15.0
 HU1994
 HU1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3634616538(NAD 83)
 HU1994
 HU1994|---------------------------------------------------------------------|
 HU1994| PID    Reference Object                     Distance      Geod. Az  |
 HU1994|                                                           dddmmss.s |
 HU1994| DC8380 SCHULTIE RM 1                        12.383 METERS 11858     |
 HU1994| HU2001 SCHULTIE AZIMUTH MARK               496.523 METERS 1544329.8 |
 HU1994| DC8381 SCHULTIE RM 3                        24.650 METERS 18323     |
 HU1994| HU2002 26 RHP                               17.431 METERS 25513     |
 HU1994| HU1985 BOUNDARY MONUMENT 37                 78.580 METERS 26258     |
 HU1994|---------------------------------------------------------------------|
 HU1994
 HU1994                          SUPERSEDED SURVEY CONTROL
 HU1994
 HU1994  NAD 83(1986)-  38 59 43.92709(N)    075 44 06.18446(W) AD(       ) 2
 HU1994  NAD 27      -  38 59 43.51600(N)    075 44 07.43370(W) AD(       ) 2
 HU1994  NGVD 29 (07/19/86)   17.0    (m)           56.     (f) VERT ANG       
 HU1994
 HU1994.Superseded values are not recommended for survey control.
 HU1994
 HU1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1994.See file dsdata.pdf to determine how the superseded data were derived.
 HU1994
 HU1994_MARKER: DS = TRIANGULATION STATION DISK
 HU1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1994+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2010
 HU1994
 HU1994  HISTORY     - Date     Condition        Report By
 HU1994  HISTORY     - 1961     MONUMENTED       CGS
 HU1994  HISTORY     - 1975     GOOD             NGS
 HU1994  HISTORY     - 1976     GOOD             NGS
 HU1994  HISTORY     - 20100528 GOOD             BECMOR
 HU1994  HISTORY     - 20120322 MARK NOT FOUND   DELCOS
 HU1994
 HU1994                          STATION DESCRIPTION
 HU1994
 HU1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 HU1994'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF A CROSSROADS,
 HU1994'2.5 MILES NORTH OF THE SMALL VILLAGE OF WHITELEYSBURG, 3.8
 HU1994'MILES SOUTHEAST OF GOLDSBORO, MARYLAND, 4.0 MILES NORTHEAST
 HU1994'OF GREENSBORO, MARYLAND AND ON PROPERTY OWNED BY MR. CHARLES
 HU1994'CHOEE.
 HU1994'
 HU1994'TO REACH THE STATION FROM GREENSBORO, MARYLAND, GO EAST ON
 HU1994'STATE HIGHWAY 314 FOR 0.4 MILE TO THE JUNCTION OF STATE HIGHWAY
 HU1994'313 AND 314, KEEP THE EXTREME LEFT FORK AS PER SIGN BOYCE MILL,
 HU1994'GO NORTHEASTERLY FOR 4.0 MILES TO THE CROSSROADS AND THE
 HU1994'DELAWARE-MARYLAND STATE LINE AND THE STATION ON THE LEFT AS
 HU1994'DESCRIBED.
 HU1994'
 HU1994'THE STATION MARK IS A STANDARD DISK STAMPED SCHULTIE 1961,
 HU1994'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS 2 INCHES
 HU1994'BELOW THE GROUND SURFACE.  IT IS 14.0 FEET WEST-SOUTHWEST OF A
 HU1994'STANDARD METAL WITNESS POST AND MARKER, 55.0 FEET NORTHEAST
 HU1994'OF THE APPROXIMATE CENTER OF THE CROSSROADS AND 59.0 FEET EAST
 HU1994'OF A TELEPHONELINE POLE KA17548.
 HU1994'
 HU1994'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SCHULTIE NO 1
 HU1994'1961, SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 HU1994'INCHES ABOVE THE GROUND SURFACE.  IT IS 37.5 FEET SOUTHEAST
 HU1994'OF THE WITNESS POST, 70.0 EAST-NORTHEAST OF THE APPROXIMATE
 HU1994'CENTER OF THE CROSSROADS AND 91.5 FEET EAST-SOUTHEAST OF THE
 HU1994'TELEPHONELINE POLE KA17548.
 HU1994'
 HU1994'B.M. 26 RHP (REFERENCE MARK 2) IS A STANDARD U.S. GEOLOGICAL
 HU1994'SURVEY DISK STAMPED RHP26 1955 SET IN TOP OF A 8 X 8 INCH
 HU1994'CONCRETE MONUMENT WHICH PROJECTS ABOUT 5 INCHES ABOVE THE
 HU1994'GROUND SURFACE.  IT IS 2.0 FEET NORTH-NORTHEAST OF THE
 HU1994'TELEPHONE POLE KA17548, 38.0 FEET NORTHWEST OF THE APPROXIMATE
 HU1994'CENTER OF THE CROSSROADS, 70.5 FEET WEST-SOUTHWEST OF THE
 HU1994'WITNESS POST AND 0.317 METERS HIGHER THAN THE STATION MARK.
 HU1994'
 HU1994'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD AT THE STATION,
 HU1994'GO SOUTH ON THE MACADAM ROAD FOR 0.31 MILE TO THE AXIMUTH
 HU1994'MARK ON THE LEFT AS DESCRIBED.
 HU1994'
 HU1994'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SCHULTIE 1961,
 HU1994'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 HU1994'INCHES ABOVE THE GROUND SURFACE.  IT IS 1.9 FEET NORTH OF A
 HU1994'STANDARD METAL WITNESS POST AND MARKER, 2.0 FEET SOUTHEAST
 HU1994'OF A POWERLINE POLE DEC-E43-190-12-22 AND 22.0 FEET NORTHEAST
 HU1994'OF THE APPROXIMATE CENTER OF THE MACADAM ROAD.
 HU1994'
 HU1994'BOUNDARY MONUMENT NO. 37 IS LYING IN A PRONE POSITION UNDER
 HU1994'THE NORTH EDGE OF THE MOST NORTHERN FARM BUILDING AT THE FIRST
 HU1994'FARM NORTH OF THE STATION.  THE MONUMENT APPEARS TO BE IN
 HU1994'GOOD CONDITION.
 HU1994'
 HU1994'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
 HU1994
 HU1994                          STATION RECOVERY (1975)
 HU1994
 HU1994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HU1994'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 HU1994'IN GOOD CONDITION AS DESCRIBED IN THE 1962 DESCRIPTION.  REFERENCE
 HU1994'MARK 1 AND BENCH MARK 26 RHP WERE FOUND OUT OF POSITION.  BOTH
 HU1994'MARKS HAVE BEEN HIT AND TILTED ABOUT 20 DEGREES TO THE
 HU1994'WEST.  DUT TO ABOUT 1-1/2 FOOT OF WATER IN THE DITCH
 HU1994'WHERE THEY ARE LOCATED, IT WAS IMPOSSIBLE TO RESET THEM AT THIS
 HU1994'TIME.  THE ENTIRE AREA AROUND THE STATION WAS COVERED WITH
 HU1994'WATER.  THE REFERENCE MARKS WILL BE RESET DURING THE SUMMER OF
 HU1994'1975, AFTER THE WATER IS GONE.
 HU1994'
 HU1994'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1994'2-1/2 MILES NORTH OF WHITELEYSBURG.
 HU1994
 HU1994                          STATION RECOVERY (1976)
 HU1994
 HU1994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1994'THE STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND
 HU1994'FOUND IN GOOD CONDITION.  REFERENCE MARK ONE AND BENCH MARK
 HU1994'26PHR WERE FOUND DESTROYED.  A NEW REFERENCE MARK THREE WAS
 HU1994'ESTABLISHED AT THIS DATE.  THE MARYLAND-DELAWARE BOUNDARY
 HU1994'MONUMENT NUMBER 37 WAS RESET AT THIS DATE AND MAY BE USED
 HU1994'FOR A REFERENCE MARK.
 HU1994'
 HU1994'A COMPLETE NEW DESCRIPTION FOLLOWS.
 HU1994'
 HU1994'THE STATION IS LOCATED 2-1/2 MILES NORTH OF WHITLEYSBURG, 3-3/4
 HU1994'MILES SOUTHEAST OF GOLDSBORO, AND 4 MILES NORTHEAST OF
 HU1994'GREENSBORO.  THE STATION IS ON ROAD RIGHT-OF-WAY.
 HU1994'
 HU1994'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 313, 314,
 HU1994'AND 404 IN THE EAST EDGE OF GREENSBORO, GO EAST ON STATE
 HU1994'HIGHWAY 314 FOR 100 FEET TO A SIDE ROAD LEFT.  TURN LEFT AND
 HU1994'GO NORTHWEST ON A PAVED ROAD FOR 1.0 MILE TO A SIDE ROAD
 HU1994'LEFT.  CONTINUE STRAIGHT AHEAD AND GO EAST ON ROAD 110 FOR 3.15
 HU1994'MILES TO A CROSSROADS AND THE STATION ON THE LEFT.
 HU1994'
 HU1994'THE STATION MARK IS A STANDARD DISK STAMPED SCHULTIE 1961,
 HU1994'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 HU1994'IS FLUSH WITH THE SURFACE.  IT IS 58 FEET EAST OF A POWERLINE
 HU1994'POLE NUMBERED DEC 190 12-26, 42 FEET NORTH OF THE CENTER OF
 HU1994'ROAD 110, 32 FEET EAST OF THE CENTER OF HOLLY SPRINGS ROAD
 HU1994'AND 1.5 FEET SOUTHEAST OF A WITNESS POST.
 HU1994'
 HU1994'REFERENCE MARK THREE IS A STANDARD DISK STAMPED SCHULTIE 1961
 HU1994'NO. 3 1976 SET IN THE TOP OF A 10-INCH ROUND CONCRETE WHICH
 HU1994'IS FLUSH WITH THE SURFACE.  IT IS 90 FEET SOUTH OF THE WITNESS
 HU1994'POST, 81 FEET SOUTHEAST OF THE POWERLINE POLE NUMBERED DEC
 HU1994'190 12-26, 39 FEET SOUTH OF THE CENTER OF ROAD 110, AND 24
 HU1994'FEET EAST OF THE CENTER OF HOLLY SPRINGS ROAD.
 HU1994'
 HU1994'THE MARYLAND-DELAWARE BOUNDARY MONUMENT NUMBER 37 IS A 12-INCH
 HU1994'SQUARE LIMESTONE MONUMENT WITH A P ON THE EAST SIDE AND AN M
 HU1994'ON THE WEST SIDE WHICH IS CARVED IN THE STONE.  IT HAS A 1-INCH
 HU1994'CARVED CROSS IN THE APEX OF THE STONE WHICH MARKS THE POINT
 HU1994'INTERSECTED.  IT PROJECTS 24 INCHES ABOVE THE SURFACE.  THE
 HU1994'SUB-SURFACE MARKER IS A MARYLAND-DELAWARE BOUNDARY DISK
 HU1994'STAMPED N-S NO. 37 1976, SET IN AN 8-INCH MASS OF CONCRETE
 HU1994'WHICH IS 42 INCHES BELOW THE SURFACE.  THEY ARE 225 FEET WEST
 HU1994'OF THE CENTER OF HOLLY SPRINGS ROAD, 201 FEET WEST OF THE
 HU1994'POWERLINE POLE AND 3 FEET EAST OF A WITNESS POST.
 HU1994'
 HU1994'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SCHULTIE 1961,
 HU1994'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE WHICH IS FLUSH
 HU1994'WITH THE TOP OF THE EDGE OF THE FIELD AND PROJECTING 1 FOOT
 HU1994'ON THE WEST SIDE.  IT IS 23 FEET EAST OF THE CENTER OF HOLLY
 HU1994'SPRINGS ROAD, 5.8 FEET WEST-SOUTHWEST OF A POWERLINE POLE
 HU1994'NUMBERED DEC 190 12-22, AND 2.9 FEET NORTHEAST OF A WITNESS
 HU1994'POST.
 HU1994'
 HU1994'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HOLLY
 HU1994'SPRINGS ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT.
 HU1994'
 HU1994'THE MARYLAND-DELAWARE BOUNDARY MONUMENT NUMBER 37 WAS SET
 HU1994'AT THIS DATE, SEE DESCRIPTION THEREOF.
 HU1994'
 HU1994'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1994'2-1/2 MILES NORTH OF WHITELEYSBURG.
 HU1994
 HU1994                          STATION RECOVERY (2010)
 HU1994
 HU1994'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 HU1994'RECOVERED SCHULTIE RM3 AND BOUNDARY MONUMENT 37 1976 IN GOOD
 HU1994'CONDITION, SCHULTIE AZIMUTH MARK WAS RECOVER BUT HAS BEEN DISTURBED
 HU1994'
 HU1994
 HU1994                          STATION RECOVERY (2012)
 HU1994
 HU1994'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU1994'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0772 ***********************************************************************
 HU0772  DESIGNATION -  SEAFORD
 HU0772  PID         -  HU0772
 HU0772  STATE/COUNTY-  DE/SUSSEX
 HU0772  COUNTRY     -  US
 HU0772  USGS QUAD   -  SEAFORD EAST (2016)
 HU0772
 HU0772                         *CURRENT SURVEY CONTROL
 HU0772  ______________________________________________________________________
 HU0772* NAD 83(1986) POSITION- 38 38 16.     (N) 075 36 55.     (W)   SCALED
 HU0772* NAVD 88 ORTHO HEIGHT -     2.958 (meters)        9.70  (feet) ADJUSTED
 HU0772  ______________________________________________________________________
 HU0772  GEOID HEIGHT    -        -35.584 (meters)                     GEOID18
 HU0772  DYNAMIC HEIGHT  -          2.956 (meters)        9.70  (feet) COMP
 HU0772  MODELED GRAVITY -    980,018.0   (mgal)                       NAVD 88
 HU0772
 HU0772  VERT ORDER      -  FIRST     CLASS I
 HU0772
 HU0772.The horizontal coordinates were scaled from a map and have
 HU0772.an estimated accuracy of +/- 6 seconds.
 HU0772
 HU0772.The orthometric height was determined by differential leveling and
 HU0772.adjusted by the NATIONAL GEODETIC SURVEY
 HU0772.in June 1991.
 HU0772
 HU0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0772.GEOID18 height accuracy estimate available here.
 HU0772
 HU0772.Click photographs - Photos may exist for this station.
 HU0772
 HU0772.The dynamic height is computed by dividing the NAVD 88
 HU0772.geopotential number by the normal gravity value computed on the
 HU0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0772.degrees latitude (g = 980.6199 gals.).
 HU0772
 HU0772.The modeled gravity was interpolated from observed gravity values.
 HU0772
 HU0772;                    North         East    Units  Estimated Accuracy
 HU0772;SPC DE       -    70,810.      182,710.      MT  (+/- 180 meters Scaled)
 HU0772
 HU0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH464767(NAD 83)
 HU0772
 HU0772                          SUPERSEDED SURVEY CONTROL
 HU0772
 HU0772  NGVD 29 (11/26/84)    3.206  (m)           10.52   (f) ADJUSTED    1 1
 HU0772
 HU0772.Superseded values are not recommended for survey control.
 HU0772
 HU0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0772.See file dsdata.pdf to determine how the superseded data were derived.
 HU0772
 HU0772_MARKER: DB = BENCH MARK DISK
 HU0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0772_STAMPING: SEAFORD 1935
 HU0772_MARK LOGO: CGS
 HU0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0772+STABILITY: SURFACE MOTION
 HU0772
 HU0772  HISTORY     - Date     Condition        Report By
 HU0772  HISTORY     - 1935     MONUMENTED       CGS
 HU0772  HISTORY     - 1963     GOOD             CGS
 HU0772  HISTORY     - 19970228 MARK NOT FOUND   USPSQD
 HU0772  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 HU0772  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0772
 HU0772                          STATION DESCRIPTION
 HU0772
 HU0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0772'AT SEAFORD.
 HU0772'AT SEAFORD, 230 FEET WEST OF THE PENNSYLVANIA RAILROAD STATION,
 HU0772'69 FEET NORTHWEST OF NORTHWEST RAIL OF A SPUR TRACK, 24 FEET
 HU0772'NORTHWEST OF CENTER LINE OF S. DELAWARE AVENUE, 21 FEET SOUTHWEST
 HU0772'OF A 24-INCH WILLOW TREE, ABOUT 1/2 FOOT ABOVE LEVEL OF AVENUE,
 HU0772'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HU0772
 HU0772                          STATION RECOVERY (1997)
 HU0772
 HU0772'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU0772'MARK NOT FOUND.
 HU0772
 HU0772                          STATION RECOVERY (1998)
 HU0772
 HU0772'RECOVERY NOTE BY US POWER SQUADRON 1998
 HU0772'MARK NOT FOUND.
 HU0772
 HU0772                          STATION RECOVERY (2013)
 HU0772
 HU0772'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0772'INADEQUATE DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2046 ***********************************************************************
 HU2046  DESIGNATION -  SEAFORD DUPONT NYLON PLANT TK
 HU2046  PID         -  HU2046
 HU2046  STATE/COUNTY-  DE/SUSSEX
 HU2046  COUNTRY     -  US
 HU2046  USGS QUAD   -  SEAFORD WEST (2016)
 HU2046
 HU2046                         *CURRENT SURVEY CONTROL
 HU2046  ______________________________________________________________________
 HU2046* NAD 83(1991) POSITION- 38 37 51.11455(N) 075 37 32.72844(W)   ADJUSTED
 HU2046  ______________________________________________________________________
 HU2046  GEOID HEIGHT    -        -35.583 (meters)                     GEOID18
 HU2046  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 HU2046  HORZ ORDER      -  THIRD
 HU2046
 HU2046.The horizontal coordinates were established by classical geodetic methods
 HU2046.and adjusted by the National Geodetic Survey in January 1992.
 HU2046
 HU2046.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2046.GEOID18 height accuracy estimate available here.
 HU2046
 HU2046.Click photographs - Photos may exist for this station.
 HU2046
 HU2046.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2046
 HU2046. The following values were computed from the NAD 83(1991) position.
 HU2046
 HU2046;                    North         East     Units Scale Factor Converg.
 HU2046;SPC DE       -    70,047.971   181,793.525   MT  0.99999908   -0 07 49.9
 HU2046;SPC DE       -   229,815.72    596,434.26   sFT  0.99999908   -0 07 49.9
 HU2046;SPC MD       -   107,930.416   519,652.293   MT  0.99995894   +0 51 45.1
 HU2046;SPC MD       -   354,101.71  1,704,892.56   sFT  0.99995894   +0 51 45.1
 HU2046;UTM  18      - 4,276,000.279   445,533.869   MT  0.99963653   -0 23 26.4
 HU2046
 HU2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4553376000(NAD 83)
 HU2046
 HU2046                          SUPERSEDED SURVEY CONTROL
 HU2046
 HU2046  NAD 83(1986)-  38 37 51.10815(N)    075 37 32.74787(W) AD(       ) 3
 HU2046  NAD 27      -  38 37 50.69900(N)    075 37 33.99400(W) AD(       ) 3
 HU2046
 HU2046.Superseded values are not recommended for survey control.
 HU2046
 HU2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2046.See file dsdata.pdf to determine how the superseded data were derived.
 HU2046
 HU2046_MARKER: 53 = ELEVATED TANK
 HU2046
 HU2046  HISTORY     - Date     Condition        Report By
 HU2046  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU2046
 HU2046                          STATION DESCRIPTION
 HU2046
 HU2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU2046'THE STATION IS THE BALL SHAPED VENT AND RED LIGHT AT THE APEX
 HU2046'AND CENTER OF THE DUPONT NYLON PLANT, WATER TANK.  LOCATED
 HU2046'ABOUT 1.0 MILE SOUTHWEST OF THE CENTRAL SECTION OF SEAFORD,
 HU2046'DELAWARE.  IT IS CONSTRUCTED OF 4-SQUARE LACED STEEL COLUMN
 HU2046'LEGS WITH A ELLIPSOIDAL TOP AND BOTTOM TANK MOUNTED AT THEIR
 HU2046'APEX, AT THE CENTER AND APEX OF THE ROOF IS A BALL SHAPED VENT
 HU2046'WITH A RED LIGHT AT THE TOP OF THE VENT.  PAINTED ON THE EAST
 HU2046'SIDE IN RED LETTERS, WHICH ARE INCLOSED WITH A LARGE RED
 HU2046'OBLONG CIRCLE, DUPONT.  THE STRUCTURE IS SILVER AND THE
 HU2046'OVERALL HEIGHT IS APPROXIMATELY 150.0 FEET.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2047 ***********************************************************************
 HU2047  DESIGNATION -  SEAFORD DUPONT NYLON PLANT STK
 HU2047  PID         -  HU2047
 HU2047  STATE/COUNTY-  DE/SUSSEX
 HU2047  COUNTRY     -  US
 HU2047  USGS QUAD   -  SEAFORD WEST (2016)
 HU2047
 HU2047                         *CURRENT SURVEY CONTROL
 HU2047  ______________________________________________________________________
 HU2047* NAD 83(1991) POSITION- 38 37 51.63340(N) 075 37 33.57149(W)   ADJUSTED
 HU2047  ______________________________________________________________________
 HU2047  GEOID HEIGHT    -        -35.583 (meters)                     GEOID18
 HU2047  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 HU2047  HORZ ORDER      -  THIRD
 HU2047
 HU2047.The horizontal coordinates were established by classical geodetic methods
 HU2047.and adjusted by the National Geodetic Survey in January 1992.
 HU2047
 HU2047.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2047.GEOID18 height accuracy estimate available here.
 HU2047
 HU2047.Click photographs - Photos may exist for this station.
 HU2047
 HU2047.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2047
 HU2047. The following values were computed from the NAD 83(1991) position.
 HU2047
 HU2047;                    North         East     Units Scale Factor Converg.
 HU2047;SPC DE       -    70,064.017   181,773.170   MT  0.99999909   -0 07 50.5
 HU2047;SPC DE       -   229,868.36    596,367.48   sFT  0.99999909   -0 07 50.5
 HU2047;SPC MD       -   107,946.106   519,631.664   MT  0.99995893   +0 51 44.5
 HU2047;SPC MD       -   354,153.18  1,704,824.88   sFT  0.99995893   +0 51 44.5
 HU2047;UTM  18      - 4,276,016.410   445,513.595   MT  0.99963656   -0 23 26.9
 HU2047
 HU2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4551376016(NAD 83)
 HU2047
 HU2047                          SUPERSEDED SURVEY CONTROL
 HU2047
 HU2047  NAD 83(1986)-  38 37 51.62691(N)    075 37 33.59087(W) AD(       ) 3
 HU2047  NAD 27      -  38 37 51.21600(N)    075 37 34.83500(W) AD(       ) 3
 HU2047
 HU2047.Superseded values are not recommended for survey control.
 HU2047
 HU2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2047.See file dsdata.pdf to determine how the superseded data were derived.
 HU2047
 HU2047_MARKER: 63 = STACK
 HU2047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2047+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2009
 HU2047
 HU2047  HISTORY     - Date     Condition        Report By
 HU2047  HISTORY     - 1962     FIRST OBSERVED   CGS
 HU2047  HISTORY     - 20090323 GOOD             GEOCAC
 HU2047
 HU2047                          STATION DESCRIPTION
 HU2047
 HU2047'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU2047'THE STATION IS A GRAY AND BLACK STACK, LOCATED 1.0 MILE FROM
 HU2047'THE CENTER OF SEAFORD DELAWARE, 0.3 MILE EAST OF A WATER TANK.
 HU2047'
 HU2047'THE STACK IS 20 FEET IN DIAMETER AT THE BASE AND 10 FEET IN
 HU2047'DIAMETER AT THE TOP, AND IS 230 FEET HIGH.
 HU2047
 HU2047                          STATION RECOVERY (2009)
 HU2047
 HU2047'RECOVERY NOTE BY GEOCACHING 2009 (DPB)
 HU2047'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0961 ***********************************************************************
 HU0961  DESIGNATION -  SEAFORD RESET
 HU0961  PID         -  HU0961
 HU0961  STATE/COUNTY-  DE/SUSSEX
 HU0961  COUNTRY     -  US
 HU0961  USGS QUAD   -  SEAFORD EAST (2016)
 HU0961
 HU0961                         *CURRENT SURVEY CONTROL
 HU0961  ______________________________________________________________________
 HU0961* NAD 83(1991) POSITION- 38 38 58.68652(N) 075 36 50.40282(W)   ADJUSTED
 HU0961* NAVD 88 ORTHO HEIGHT -    10.298 (meters)       33.79  (feet) ADJUSTED
 HU0961  ______________________________________________________________________
 HU0961  GEOID HEIGHT    -        -35.573 (meters)                     GEOID18
 HU0961  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 HU0961  DYNAMIC HEIGHT  -         10.291 (meters)       33.76  (feet) COMP
 HU0961  MODELED GRAVITY -    980,018.8   (mgal)                       NAVD 88
 HU0961
 HU0961  HORZ ORDER      -  SECOND
 HU0961  VERT ORDER      -  FIRST     CLASS I
 HU0961
 HU0961.The horizontal coordinates were established by classical geodetic methods
 HU0961.and adjusted by the National Geodetic Survey in January 1992.
 HU0961
 HU0961.The orthometric height was determined by differential leveling and
 HU0961.adjusted by the NATIONAL GEODETIC SURVEY
 HU0961.in June 1991.
 HU0961
 HU0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0961.GEOID18 height accuracy estimate available here.
 HU0961
 HU0961.Click photographs - Photos may exist for this station.
 HU0961
 HU0961.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU0961
 HU0961.The dynamic height is computed by dividing the NAVD 88
 HU0961.geopotential number by the normal gravity value computed on the
 HU0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0961.degrees latitude (g = 980.6199 gals.).
 HU0961
 HU0961.The modeled gravity was interpolated from observed gravity values.
 HU0961
 HU0961. The following values were computed from the NAD 83(1991) position.
 HU0961
 HU0961;                    North         East     Units Scale Factor Converg.
 HU0961;SPC DE       -    72,129.328   182,821.749   MT  0.99999863   -0 07 23.7
 HU0961;SPC DE       -   236,644.30    599,807.69   sFT  0.99999863   -0 07 23.7
 HU0961;UTM  18      - 4,278,076.190   446,571.158   MT  0.99963515   -0 23 00.6
 HU0961
 HU0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0961!SPC DE       -   1.00000397  x   0.99999863  =   1.00000260
 HU0961!UTM  18      -   1.00000397  x   0.99963515  =   0.99963911
 HU0961
 HU0961:                Primary Azimuth Mark                     Grid Az
 HU0961:SPC DE       -  SEAFORD RM 1 AZIMUTH                     076 30 50.1
 HU0961:UTM  18      -  SEAFORD RM 1 AZIMUTH                     076 46 27.0
 HU0961
 HU0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4657178076(NAD 83)
 HU0961
 HU0961|---------------------------------------------------------------------|
 HU0961| PID    Reference Object                     Distance      Geod. Az  |
 HU0961|                                                           dddmmss.s |
 HU0961| DC8387 SEAFORD RM 4                          5.081 METERS 00757     |
 HU0961| DC8385 SEAFORD RM 1 AZIMUTH                               0762326.4 |
 HU0961| DC8388 SEAFORD RM 5                          5.386 METERS 13230     |
 HU0961| HU0960 SEAFORD RM 2                         45.827 METERS 17852     |
 HU0961| DC8386 SEAFORD RM 3                         32.739 METERS 32152     |
 HU0961| HU2005 SEAFORD AZ MK 2                     347.783 METERS 34822     |
 HU0961|---------------------------------------------------------------------|
 HU0961
 HU0961                          SUPERSEDED SURVEY CONTROL
 HU0961
 HU0961  NAD 83(1986)-  38 38 58.67964(N)    075 36 50.42151(W) AD(       ) 2
 HU0961  NAD 27      -  38 38 58.26400(N)    075 36 51.67400(W) AD(       ) 2
 HU0961  NGVD 29              10.64   (m)           34.9    (f) LEVELING    3  
 HU0961  NGVD 29 (11/26/84)   10.545  (m)           34.60   (f) ADJUSTED    1 1
 HU0961
 HU0961.Superseded values are not recommended for survey control.
 HU0961
 HU0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0961.See file dsdata.pdf to determine how the superseded data were derived.
 HU0961
 HU0961_MARKER: DH = HORIZONTAL CONTROL DISK
 HU0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0961_STAMPING: SEAFORD 1934 1980
 HU0961_MARK LOGO: NGS
 HU0961_PROJECTION: FLUSH
 HU0961_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0961+STABILITY: SURFACE MOTION
 HU0961
 HU0961  HISTORY     - Date     Condition        Report By
 HU0961  HISTORY     - 1934     MONUMENTED       CGS
 HU0961  HISTORY     - 1945     MARK NOT FOUND   CGS
 HU0961  HISTORY     - 1963     GOOD             CGS
 HU0961  HISTORY     - 1980     SEE DESCRIPTION  NGS
 HU0961  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0961  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0961
 HU0961                          STATION DESCRIPTION
 HU0961
 HU0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 HU0961'THE SECOND-ORDER STATION IS ON THE GROUNDS OF THE SEAFORD HIGH
 HU0961'SCHOOL APPROXIMATELY 250 YARDS NNW OF THE SCHOOL, 82.1 FEET SW
 HU0961'OF THE BOTTOM OF THE S OF THE AEROPLANE SIGN SEAFORD, 20 FEET
 HU0961'E OF THE CENTER LINE OF A DIRT ROAD, AND 18.2 FEET N OF ONE OF THE
 HU0961'ROW OF TREES.  THE STATION MARK PROJECTS 6 INCHES ABOVE GROUND
 HU0961'AND IS STAMPED SEAFORD 1934.
 HU0961'
 HU0961'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 HU0961'DISKS SET IN CONCRETE.
 HU0961'
 HU0961'REFERENCE MARK NO.1, THE AZIMUTH MARK, IS 0.45 MILE NE OF
 HU0961'THE STATION, ACROSS U.S. HIGHWAY 13 FROM TELEPHONE POLE NO.21,
 HU0961'ABOUT 9 PACES W OF THE CENTER LINE OF U.S. HIGHWAY 13 AND ABOUT
 HU0961'5 PACES S OF A TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES ABOVE
 HU0961'GROUND AND IS STAMPED SEAFORD NO.1 1934.
 HU0961'
 HU0961'REFERENCE MARK NO.2 IS 150.35 FEET SSW OF THE STATION, AND
 HU0961'22 FEET W OF THE CENTER LINE OF A DIRT ROAD.  THE MARK PROJECTS
 HU0961'6 INCHES ABOVE GROUND AND IS STAMPED SEAFORD NO.2 1934.
 HU0961'
 HU0961'REFERENCE MARK NO.3 IS 107.41 FEET NNW OF THE STATION, 81.3
 HU0961'FEET SW OF A CONCRETE FENCE POST (MOST WESTERLY), AND 21.5 FEET
 HU0961'W OF THE CENTER LINE OF A DIRT ROAD.  THE MARK PROJECTS 6 INCHES
 HU0961'ABOVE GROUND AND IS STAMPED SEAFORD NO.3 1934.
 HU0961'
 HU0961'TO REACH THE STATION FROM THE BRIDGE OVER THE NANTICOKE RIVER
 HU0961'ON U.S. HIGHWAY 13 IN SEAFORD, FOLLOW U.S. HIGHWAY 13 N FOR ABOUT
 HU0961'0.5 MILE TO THE JUNCTION OF STATE HIGHWAY 20 LEADING W, TURN
 HU0961'LEFT (W) ON STATE HIGHWAY 20 FOR ABOUT 0.2 MILE TO SEAFORD HIGH
 HU0961'SCHOOL, TURN RIGHT (N) ON TAR ROAD--THEN A DIRT ROAD FOR ABOUT
 HU0961'0.1 MILE TO THE STATION.
 HU0961'
 HU0961'A 103-FOOT TOWER WILL CLEAR ALL LINES.
 HU0961
 HU0961                          STATION RECOVERY (1945)
 HU0961
 HU0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (GBW)
 HU0961'STATION AND R.M.S 2 AND 3 WERE FOUND AS DESCRIBED.  R.M. 1 (AZIMUTH
 HU0961'MARK) WAS SEARCHED FOR BUT NOT FOUND.  THERE HAS BEEN CONSIDERABLE
 HU0961'BUILDING ON THE W SIDE OF U.S. HIGHWAY 13, AND THE MARK MAY HAVE
 HU0961'BEEN DESTROYED IN HOUSE DRIVE CONSTRUCTION.  A DIFFERENT SYSTEM
 HU0961'OF TELEPHONE POLE NUMBERING IS IN USE.
 HU0961'
 HU0961'STATION IS ON THE W EDGE OF THE SEAFORD SCHOOL PLAYGROUND, ON
 HU0961'THE EDGE OF AN EXCAVATION FOR LEVELING THE PLAYGROUND.  THE MARKER
 HU0961'IS EXPOSED 18 INCHES ON THE E AND 10 INCHES ON THE W SIDES AND IS
 HU0961'NOTICEABLY INCLINED TOWARD THE PLAYGROUND (E).  THERE IS NO
 HU0961'AIRPLANE SIGN IN THE VICINITY.
 HU0961'
 HU0961'REFERENCE MARK 3 IS NOW 6 INCHES UNDERGROUND, IN A CULTIVATED
 HU0961'FIELD, BUT APPEARED TO BE UPRIGHT AND FIRM (NOT MOVED BY CONTACT
 HU0961'WITH THE PLOW).  THE STONE FENCE POST OF THE 1934 DESCRIPTION HAS
 HU0961'BEEN REMOVED.
 HU0961'
 HU0961'USING THE 100-FOOT CHAIN H-3373, R.M. 2 TO STATION WAS 150.50
 HU0961'FEET AND R.M. 3 TO STATION WAS 107.48 FEET.
 HU0961
 HU0961                          STATION RECOVERY (1963)
 HU0961
 HU0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 HU0961'1 MI N FROM SEAFORD.
 HU0961'0.6 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0961'AT SEAFORD, THENCE 0.25 MILE EAST ALONG STATE HIGHWAY 20, THENCE
 HU0961'0.15 MILE NORTH ALONG MARKET STREET, AT THE HIGH SCHOOL, NEAR
 HU0961'THE NORTHWEST CORNER OF THE PLAYGROUND, 27 FEET EAST OF CENTER
 HU0961'LINE OF THE STREET, 185 FEET SOUTH OF NORTHWEST CORNER OF FENCE
 HU0961'SURROUNDING PLAYGROUND, 18 FEET NORTH OF 5TH TREE (IN A ROW OF
 HU0961'TREES ALONG WEST SIDE OF PLAYGROUND) SOUTH OF NORTHWEST CORNER OF
 HU0961'PLAYGROUND, 4 FEET EAST OF FENCE LINE LEADING NORTH AND SOUTH, 1
 HU0961'FOOT ABOVE LEVEL OF STREET, AND SET IN THE TOP OF A CONCRETE
 HU0961'POST PROJECTING 1 INCH.
 HU0961
 HU0961                          STATION RECOVERY (1980)
 HU0961
 HU0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RGP)
 HU0961'THE STATION SURFACE MARK WAS FOUND IN VERY POOR CONDITION.  THE
 HU0961'STATION SUB-SURFACE MARK WAS FOUND IN GOOD CONDITION.  A NEW STATION
 HU0961'SURFACE MARK WAS SET DIRECTLY OVER THE OLD SUB-SURFACE MARK.  THE
 HU0961'REFERENCE MARKS WERE NOT FOUND AND BELIEVED DESTROYED BY ROAD
 HU0961'CONSTRUCTION.  TWO NEW REFERENCE MARKS AND A NEW AZIMUTH MARK WERE
 HU0961'ESTABLISHED.
 HU0961'
 HU0961'A COMPLETE NEW DESCRIPTION FOLLOWS--
 HU0961'
 HU0961'THE STATION IS LOCATED IN THE NORTH PART OF SEAFORD ON THE GROUNDS OF
 HU0961'THE SEAFORD HIGH SCHOOL AND JUST WEST OF A SPORTS RACE TRACK
 HU0961'BLEACHERS.
 HU0961'
 HU0961'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 13 AND
 HU0961'STATE HIGHWAY 20 IN THE EAST PART OF SEAFORD, GO WEST ON STATE
 HU0961'HIGHWAY 20 FOR 1.3 MILE TO A CROSSROADS.  TURN RIGHT AND GO NORTH ON
 HU0961'NORTH MARKET STREET FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 HU0961'
 HU0961'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
 HU0961'---SEAFORD 1934 1980---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HU0961'25 CM (10 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 750 FEET
 HU0961'NORTH FROM THE SEAFORD ELEMENTARY SCHOOL, 53.0 METERS (174
 HU0961'FEET) SE FROM NANTICOKE STREET, 14.6 METERS (48 FEET) NE FROM A
 HU0961'POWERLINE POLE NUMBERED 19, 8.5 METERS (28 FEET) NE FROM THE CENTER
 HU0961'OF NORTH MARKET STREET, 1.2 METERS (4 FEET) NE FROM A WOVEN WIRE
 HU0961'FENCE, AND 1.10 METERS (3.6 FEET) NE FROM A WITNESS POST.
 HU0961'
 HU0961'THE UNDERGROUND MARK IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
 HU0961'NOS) DISK STAMPED---SEAFORD 1934---SET INTO AN IRREGULAR MASS OF
 HU0961'CONCRETE 0.9 METER (3 FEET) BELOW THE SURFACE.
 HU0961'
 HU0961'REFERENCE MARK NO. 4 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 HU0961'STAMPED---SEAFORD 1934 NO 4 1980---CEMENTED IN A DRILL HOLE IN A
 HU0961'CONCRETE SLAB WHICH SUPPORT THE BLEACHERS FOR THE HIGH SCHOOL SPORTS
 HU0961'FIELD AND TRACK.  IT IS LOCATED 10.7 METERS (35 FEET) NE FROM THE
 HU0961'CENTER OF NORTH MARKET STREET, 5.55 METERS (18.2 FEET) NW FROM THE
 HU0961'WITNESS POST, 3.4 METERS (11 FEET) NE FROM THE WOVEN WIRE FENCE, 1.2
 HU0961'METERS (4 FEET) NE FROM THE SOUTHWEST EDGE OF THE CONCRETE SLAB, AND
 HU0961'0.15 METER (0.5 FOOT) HIGHER THAN THE STATION.
 HU0961'
 HU0961'REFERENCE MARK NO. 5 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 HU0961'STAMPED---SEAFORD 1934 NO 5 1980---SET IN A DRILL HOLE IN THE
 HU0961'CONCRETE SLAB THAT SUPPORTS THE BLEACHERS FOR THE SPORTS FIELD.  IT
 HU0961'IS LOCATED 11.6 METERS (38 FEET) NE FROM THE CENTER OF NORTH MARKET
 HU0961'STREET, 6.1 METERS (20 FEET) SE FROM THE WITNESS POST, 2.7 METERS (9
 HU0961'FEET) NE FROM A 24-INCH MAPLE TREE, 1.8 METERS (6 FEET) NE FROM THE
 HU0961'SOUTHWEST EDGE OF THE CONCRETE SLAB, AND 0.15 METER (0.5 FOOT) HIGHER
 HU0961'THAN THE STATION.
 HU0961'
 HU0961'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
 HU0961'STAMPED---SEAFORD 1934 AZ 2 1980---SET IN A DRILL HOLE IN THE CURB
 HU0961'ALONG THE SOUTH SIDE OF VIRGINIA AVENUE.  IT IS LOCATED 50.9 METERS
 HU0961'(167 FEET) W FROM THE WEST ENTRANCE TO THE SEAFORD HIGH SCHOOL, 17.22
 HU0961'METERS (56.5 FEET) NE FROM A POWERLINE POLE NUMBERED 721 A FL 26,
 HU0961'11.3 METERS (37 FEET) NE FROM THE CENTER OF NORTH MARKET STREET, AND
 HU0961'4.9 METERS (16 FEET) SE FROM THE CENTER OF VIRGINIA AVENUE.
 HU0961'
 HU0961'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON NORTH MARKET
 HU0961'STREET FOR 0.25 MILE TO VIRGINIA AVENUE AND THE AZIMUTH MARK IN THE
 HU0961'SOUTHEAST ANGLE OF THE INTERSECTION, ABOUT 100 YARDS SOUTH OF THE
 HU0961'SEAFORD POLICE STATION.
 HU0961
 HU0961                          STATION RECOVERY (1981)
 HU0961
 HU0961'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0961'MARK NOT FOUND.
 HU0961
 HU0961                          STATION RECOVERY (2013)
 HU0961
 HU0961'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0961'POSSIBLY DESTROYED, CONSTRUCTION ON NEW TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0960 ***********************************************************************
 HU0960  DESIGNATION -  SEAFORD RM 2
 HU0960  PID         -  HU0960
 HU0960  STATE/COUNTY-  DE/SUSSEX
 HU0960  COUNTRY     -  US
 HU0960  USGS QUAD   -  SEAFORD EAST (2016)
 HU0960
 HU0960                         *CURRENT SURVEY CONTROL
 HU0960  ______________________________________________________________________
 HU0960* NAD 83(1986) POSITION- 38 38 57.20   (N) 075 36 50.37   (W)   HD_HELD1
 HU0960* NAVD 88 ORTHO HEIGHT -     9.902 (meters)       32.49  (feet) ADJUSTED
 HU0960  ______________________________________________________________________
 HU0960  GEOID HEIGHT    -        -35.574 (meters)                     GEOID18
 HU0960  DYNAMIC HEIGHT  -          9.896 (meters)       32.47  (feet) COMP
 HU0960  MODELED GRAVITY -    980,018.8   (mgal)                       NAVD 88
 HU0960
 HU0960  VERT ORDER      -  SECOND    CLASS 0
 HU0960
 HU0960.The horizontal coordinates were determined by differentially corrected
 HU0960.hand held GPS observations or other comparable positioning techniques
 HU0960.and have an estimated accuracy of +/- 3 meters.
 HU0960
 HU0960.The orthometric height was determined by differential leveling and
 HU0960.adjusted by the NATIONAL GEODETIC SURVEY
 HU0960.in June 1991.
 HU0960
 HU0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0960.GEOID18 height accuracy estimate available here.
 HU0960
 HU0960.Click photographs - Photos may exist for this station.
 HU0960
 HU0960.The dynamic height is computed by dividing the NAVD 88
 HU0960.geopotential number by the normal gravity value computed on the
 HU0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0960.degrees latitude (g = 980.6199 gals.).
 HU0960
 HU0960.The modeled gravity was interpolated from observed gravity values.
 HU0960
 HU0960;                    North         East    Units  Estimated Accuracy
 HU0960;SPC DE       -    72,083.5     182,822.4     MT  (+/- 3 meters HH1 GPS) 
 HU0960
 HU0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4657178030(NAD 83)
 HU0960
 HU0960                          SUPERSEDED SURVEY CONTROL
 HU0960
 HU0960  NGVD 29 (11/26/84)   10.150  (m)           33.30   (f) ADJUSTED    2 0
 HU0960
 HU0960.Superseded values are not recommended for survey control.
 HU0960
 HU0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0960.See file dsdata.pdf to determine how the superseded data were derived.
 HU0960
 HU0960_MARKER: DR = REFERENCE MARK DISK
 HU0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0960_STAMPING: SEAFORD NO 2 1934
 HU0960_MARK LOGO: CGS
 HU0960_PROJECTION: PROJECTING 15 CENTIMETERS
 HU0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0960+STABILITY: SURFACE MOTION
 HU0960
 HU0960  HISTORY     - Date     Condition        Report By
 HU0960  HISTORY     - 1934     MONUMENTED       CGS
 HU0960  HISTORY     - 1942     GOOD             CGS
 HU0960  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0960  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0960
 HU0960                          STATION DESCRIPTION
 HU0960
 HU0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0960'AT SEAFORD.
 HU0960'AT SEAFORD, SUSSEX COUNTY, AT THE HIGH SCHOOL, 18.9 FEET WEST OF
 HU0960'THE CENTER LINE OF A DIRT ROAD WHICH RUNS NORTH FROM HIGHWAY 20,
 HU0960'AT A T JUNCTION OF TWO DIRT ROADS, SET IN THE NORTHWEST ANGLE OF
 HU0960'THE JUNCTION, 8.7 FEET NORTH OF THE CENTER LINE OF A SECOND DIRT
 HU0960'ROAD, ABOUT 250 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 HU0960'2-STORY GRAY HOUSE, ABOUT LEVEL WITH THE ROAD, A TRIANGULATION
 HU0960'REFERENCE DISK SET IN THE TOP OF A CONCRETE POST.
 HU0960
 HU0960                          STATION RECOVERY (1981)
 HU0960
 HU0960'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0960'MARK NOT FOUND.
 HU0960
 HU0960                          STATION RECOVERY (2013)
 HU0960
 HU0960'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0960'POSSIBLY DESTROYED, CONSTRUCTION ON NEW TRACK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1541 ***********************************************************************
 HU1541  DESIGNATION -  SELBYVILLE MUNICIPAL TANK
 HU1541  PID         -  HU1541
 HU1541  STATE/COUNTY-  DE/SUSSEX
 HU1541  COUNTRY     -  US
 HU1541  USGS QUAD   -  SELBYVILLE (2016)
 HU1541
 HU1541                         *CURRENT SURVEY CONTROL
 HU1541  ______________________________________________________________________
 HU1541* NAD 83(1991) POSITION- 38 27 25.20530(N) 075 13 37.83687(W)   ADJUSTED
 HU1541  ______________________________________________________________________
 HU1541  GEOID HEIGHT    -        -35.861 (meters)                     GEOID18
 HU1541  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 HU1541  HORZ ORDER      -  THIRD
 HU1541
 HU1541.The horizontal coordinates were established by classical geodetic methods
 HU1541.and adjusted by the National Geodetic Survey in January 1992.
 HU1541
 HU1541.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1541.GEOID18 height accuracy estimate available here.
 HU1541
 HU1541.Click photographs - Photos may exist for this station.
 HU1541
 HU1541.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1541
 HU1541. The following values were computed from the NAD 83(1991) position.
 HU1541
 HU1541;                    North         East     Units Scale Factor Converg.
 HU1541;SPC DE       -    50,744.288   216,539.462   MT  0.99999837   +0 07 04.3
 HU1541;SPC DE       -   166,483.55    710,429.88   sFT  0.99999837   +0 07 04.3
 HU1541;SPC MD       -    89,232.820   554,726.778   MT  0.99997640   +1 06 45.7
 HU1541;SPC MD       -   292,758.01  1,819,966.10   sFT  0.99997640   +1 06 45.7
 HU1541;UTM  18      - 4,256,546.700   480,178.874   MT  0.99960484   -0 08 28.6
 HU1541
 HU1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8017856546(NAD 83)
 HU1541
 HU1541                          SUPERSEDED SURVEY CONTROL
 HU1541
 HU1541  NAD 83(1986)-  38 27 25.18940(N)    075 13 37.86068(W) AD(       ) 3
 HU1541  NAD 27      -  38 27 24.78200(N)    075 13 39.17900(W) AD(       ) 3
 HU1541
 HU1541.Superseded values are not recommended for survey control.
 HU1541
 HU1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1541.See file dsdata.pdf to determine how the superseded data were derived.
 HU1541
 HU1541_MARKER: 53 = ELEVATED TANK
 HU1541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1541+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2003
 HU1541
 HU1541  HISTORY     - Date     Condition        Report By
 HU1541  HISTORY     - 1955     FIRST OBSERVED   CGS
 HU1541  HISTORY     - 1961     GOOD             CGS
 HU1541  HISTORY     - 20031228 GOOD             USPSQD
 HU1541
 HU1541                          STATION DESCRIPTION
 HU1541
 HU1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WFD)
 HU1541'THE STATION IS NEAR THE RAILROAD TRACK, ON THE SOUTH SIDE OF
 HU1541'CHURCH STREET, AND IN THE WEST EDGE OF SELBYVILLE.  THE TANK IS
 HU1541'SUPPORTED BY 4 STEEL LEGS, SILVER IN COLOR, AND ABOUT 150 FEET
 HU1541'HIGH.  THE POINT OBSERVED WAS THE APEX OF THE TANK.
 HU1541
 HU1541                          STATION RECOVERY (1961)
 HU1541
 HU1541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 HU1541'STATION RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION BY
 HU1541'W.F.D. IN 1955 IS COMPLETE AND ADEQUATE.
 HU1541
 HU1541                          STATION RECOVERY (2003)
 HU1541
 HU1541'RECOVERY NOTE BY US POWER SQUADRON 2003 (JW)
 HU1541'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DI0960 ***********************************************************************
 DI0960  DESIGNATION -  SEYMOUR
 DI0960  PID         -  DI0960
 DI0960  STATE/COUNTY-  DE/SUSSEX
 DI0960  COUNTRY     -  US
 DI0960  USGS QUAD   -  LEWES (2016)
 DI0960
 DI0960                         *CURRENT SURVEY CONTROL
 DI0960  ______________________________________________________________________
 DI0960* NAD 83(2011) POSITION- 38 46 43.81950(N) 075 08 03.15546(W)   ADJUSTED
 DI0960* NAD 83(2011) ELLIP HT-   -34.597 (meters)        (06/27/12)   ADJUSTED
 DI0960* NAD 83(2011) EPOCH   -  2010.00
 DI0960* NAVD 88 ORTHO HEIGHT -     1.022 (meters)        3.35  (feet) ADJUSTED
 DI0960  ______________________________________________________________________
 DI0960  GEOID HEIGHT    -        -35.624 (meters)                     GEOID18
 DI0960  NAD 83(2011) X  -  1,277,317.824 (meters)                     COMP
 DI0960  NAD 83(2011) Y  - -4,812,074.099 (meters)                     COMP
 DI0960  NAD 83(2011) Z  -  3,973,185.205 (meters)                     COMP
 DI0960  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 DI0960  DYNAMIC HEIGHT  -          1.021 (meters)        3.35  (feet) COMP
 DI0960  MODELED GRAVITY -    980,038.9   (mgal)                       NAVD 88
 DI0960
 DI0960  VERT ORDER      -  SECOND    CLASS II
 DI0960
 DI0960  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0960  Standards:
 DI0960         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0960            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0960  -------------------------------------------------------------------
 DI0960  NETWORK    0.61   0.71           0.27   0.22   0.36     -0.06410836
 DI0960  -------------------------------------------------------------------
 DI0960  Click here for local accuracies and other accuracy information.
 DI0960
 DI0960.The horizontal coordinates were established by GPS observations
 DI0960.and adjusted by the National Geodetic Survey in June 2012.
 DI0960
 DI0960.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0960.been affixed to the stable North American tectonic plate. See 
 DI0960.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0960
 DI0960.The horizontal coordinates are valid at the epoch date displayed above
 DI0960.which is a decimal equivalence of Year/Month/Day.
 DI0960
 DI0960.The orthometric height was determined by differential leveling and
 DI0960.adjusted by the NATIONAL GEODETIC SURVEY
 DI0960.in September 2008.
 DI0960
 DI0960.No vertical observational check was made to the station.
 DI0960
 DI0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0960.GEOID18 height accuracy estimate available here.
 DI0960
 DI0960.Click photographs - Photos may exist for this station.
 DI0960
 DI0960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0960
 DI0960.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0960
 DI0960.The ellipsoidal height was determined by GPS observations
 DI0960.and is referenced to NAD 83.
 DI0960
 DI0960.The dynamic height is computed by dividing the NAVD 88
 DI0960.geopotential number by the normal gravity value computed on the
 DI0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0960.degrees latitude (g = 980.6199 gals.).
 DI0960
 DI0960.The modeled gravity was interpolated from observed gravity values.
 DI0960
 DI0960. The following values were computed from the NAD 83(2011) position.
 DI0960
 DI0960;                    North         East     Units Scale Factor Converg.
 DI0960;SPC DE       -    86,491.569   224,544.106   MT  1.00000242   +0 10 36.9
 DI0960;SPC DE       -   283,764.42    736,691.79   sFT  1.00000242   +0 10 36.9
 DI0960;UTM  18      - 4,292,243.099   488,342.440   MT  0.99960167   -0 05 02.6
 DI0960
 DI0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0960!SPC DE       -   1.00000543  x   1.00000242  =   1.00000785
 DI0960!UTM  18      -   1.00000543  x   0.99960167  =   0.99960710
 DI0960
 DI0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8834292243(NAD 83)
 DI0960
 DI0960|---------------------------------------------------------------------|
 DI0960| PID    Reference Object                     Distance      Geod. Az  |
 DI0960|                                                           dddmmss.s |
 DI0960| DI0959 RITTER                              399.490 METERS 22223     |
 DI0960|---------------------------------------------------------------------|
 DI0960
 DI0960                          SUPERSEDED SURVEY CONTROL
 DI0960
 DI0960  NAD 83(2007)-  38 46 43.81991(N)    075 08 03.15653(W) AD(2002.00) B
 DI0960  ELLIP H (04/30/09)  -34.568  (m)                       GP(2002.00) 4 2
 DI0960  NAD 83(1991)-  38 46 43.81986(N)    075 08 03.15637(W) AD(       ) B
 DI0960  ELLIP H (08/09/06)  -34.577  (m)                       GP(       ) 4 2
 DI0960  NAVD 88 (08/09/06)    1.0    (m)  GEOID03  model used  GPS OBS        
 DI0960
 DI0960.Superseded values are not recommended for survey control.
 DI0960
 DI0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0960.See file dsdata.pdf to determine how the superseded data were derived.
 DI0960
 DI0960_MARKER: DD = SURVEY DISK
 DI0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0960_STAMPING: SEYMOUR 2005
 DI0960_MARK LOGO: NONE
 DI0960_PROJECTION: FLUSH
 DI0960_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0960+STABILITY: SURFACE MOTION
 DI0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0960+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2015
 DI0960
 DI0960  HISTORY     - Date     Condition        Report By
 DI0960  HISTORY     - 20050110 MONUMENTED       DE0280
 DI0960  HISTORY     - 20080701 GOOD             DEDT
 DI0960  HISTORY     - 20120210 GOOD             DELCOS
 DI0960  HISTORY     - 20131009 GOOD             DELCOS
 DI0960  HISTORY     - 20150718 GOOD             RODCON
 DI0960
 DI0960                          STATION DESCRIPTION
 DI0960
 DI0960'DESCRIBED BY CITY OF LEWES DELAWARE 2005 (AWR)
 DI0960'THE STATION IS LOCATED IN LEWES, 0.33 MI (0.53 KM) NORTHEAST OF THE
 DI0960'MAIN POST OFFICE, 0.87 MI  (1.40 KM) WEST OF THE DELAWARE RIVER AND
 DI0960'BAY AUTHORITY FERRY TERMINAL, AND 0.64 MI (1.03  KM) NORTHEAST OF THE
 DI0960'BEEBE MEDICAL CENTER.  THE STATION IS LOCATED ON PROPERTY OF THE  CITY
 DI0960'OF LEWES.
 DI0960'
 DI0960'TO REACH THE STATION FROM THE MAIN POST OFFICE IN LEWES, PROCEED 285
 DI0960'FEET (86.87 M)  SOUTHEAST ON FRONT STREET TO THE INTERSECTION OF
 DI0960'SAVANNAH ROAD, THEN PROCEED 0.32 MI  (0.51 KM) NORTH-NORTHEAST ON
 DI0960'SAVANNAH ROAD TO STATION ON RIGHT.
 DI0960'
 DI0960'THE STATION IS 33 FEET (10.06 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DI0960'SAVANNAH ROAD, 114  FEET (34.75 M) WEST-NORTHWEST OF AMERICAN LEGION
 DI0960'DRIVE, 93.4 FEET (28.47 M) NORTHEAST OF  UTILITY POLE DS48, AND 97
 DI0960'FEET (29.57 M) NORTHWEST OF THE NORTHWEST CORNER OF A PUMPING
 DI0960'STATION.  THE STATION IS A CENTER PUNCHED BRONZE DISK SET IN THE TOP
 DI0960'OF A 1 FOOT (30 CM)  DIAMETER CONCRETE POST.
 DI0960
 DI0960                          STATION RECOVERY (2008)
 DI0960
 DI0960'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 DI0960'THE STATION IS LOCATED IN LEWES, 0.33 MI (0.53 KM) NORTHEAST OF THE
 DI0960'MAIN POST OFFICE, 0.87 MI  (1.40 KM) WEST OF THE DELAWARE RIVER AND
 DI0960'BAY AUTHORITY FERRY TERMINAL, AND 0.64 MI (1.03  KM) NORTHEAST OF THE
 DI0960'BEEBE MEDICAL CENTER.  THE STATION IS LOCATED ON PROPERTY OF THE  CITY
 DI0960'OF LEWES.
 DI0960'
 DI0960'TO REACH THE STATION FROM THE MAIN POST OFFICE IN LEWES, PROCEED 285
 DI0960'FEET (86.87 M)  SOUTHEAST ON FRONT STREET TO THE INTERSECTION OF
 DI0960'SAVANNAH ROAD, THEN PROCEED 0.32 MI  (0.51 KM) NORTH-NORTHEAST ON
 DI0960'SAVANNAH ROAD TO STATION ON RIGHT.
 DI0960'
 DI0960'THE STATION IS 33 FEET (10.06 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DI0960'SAVANNAH ROAD, 114  FEET (34.75 M) WEST-NORTHWEST OF AMERICAN LEGION
 DI0960'DRIVE, 93.4 FEET (28.47 M) NORTHEAST OF  UTILITY POLE DS48, AND 97
 DI0960'FEET (29.57 M) NORTHWEST OF THE NORTHWEST CORNER OF A PUMPING STATION.
 DI0960'THE STATION IS A CENTER PUNCHED BRONZE DISK SET IN THE TOP OF A 1 FOOT
 DI0960'(30 CM)  DIAMETER CONCRETE POST
 DI0960
 DI0960                          STATION RECOVERY (2012)
 DI0960
 DI0960'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DI0960'RECOVERED IN GOOD CONDITION.
 DI0960
 DI0960                          STATION RECOVERY (2013)
 DI0960
 DI0960'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DI0960'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
 DI0960
 DI0960                          STATION RECOVERY (2015)
 DI0960
 DI0960'RECOVERY NOTE BY RODGERS CONSULTING INC 2015 (JMB)
 DI0960'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3645 ***********************************************************************
 JU3645  DESIGNATION -  SHALLCROSS
 JU3645  PID         -  JU3645
 JU3645  STATE/COUNTY-  DE/NEW CASTLE
 JU3645  COUNTRY     -  US
 JU3645  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3645
 JU3645                         *CURRENT SURVEY CONTROL
 JU3645  ______________________________________________________________________
 JU3645* NAD 83(1991) POSITION- 39 45 13.93438(N) 075 33 16.83112(W)   ADJUSTED
 JU3645* NAVD 88 ORTHO HEIGHT -    40.    (meters)      131.    (feet) SCALED
 JU3645  ______________________________________________________________________
 JU3645  GEOID HEIGHT    -        -32.902 (meters)                     GEOID18
 JU3645  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 JU3645  HORZ ORDER      -  SECOND
 JU3645
 JU3645.The horizontal coordinates were established by classical geodetic methods
 JU3645.and adjusted by the National Geodetic Survey in January 1992.
 JU3645
 JU3645.The orthometric height was scaled from a topographic map.
 JU3645
 JU3645.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3645.GEOID18 height accuracy estimate available here.
 JU3645
 JU3645.Click photographs - Photos may exist for this station.
 JU3645
 JU3645.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3645
 JU3645. The following values were computed from the NAD 83(1991) position.
 JU3645
 JU3645;                    North         East     Units Scale Factor Converg.
 JU3645;SPC DE       -   194,710.848   188,172.763   MT  0.99999672   -0 05 17.7
 JU3645;SPC DE       -   638,813.84    617,363.47   sFT  0.99999672   -0 05 17.7
 JU3645;UTM  18      - 4,400,586.938   452,483.391   MT  0.99962780   -0 21 17.0
 JU3645
 JU3645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3645!SPC DE       -   0.99999894  x   0.99999672  =   0.99999566
 JU3645!UTM  18      -   0.99999894  x   0.99962780  =   0.99962674
 JU3645
 JU3645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5248300586(NAD 83)
 JU3645
 JU3645                          SUPERSEDED SURVEY CONTROL
 JU3645
 JU3645  NAD 83(1986)-  39 45 13.92977(N)    075 33 16.83774(W) AD(       ) 2
 JU3645  NAD 27      -  39 45 13.52100(N)    075 33 18.11700(W) AD(       ) 2
 JU3645
 JU3645.Superseded values are not recommended for survey control.
 JU3645
 JU3645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3645.See file dsdata.pdf to determine how the superseded data were derived.
 JU3645
 JU3645_MARKER: DE = TRAVERSE STATION DISK
 JU3645_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU3645_SP_SET: SIDEWALK
 JU3645_STAMPING: SHALLCROSS 1959
 JU3645_MARK LOGO: CGS
 JU3645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3645
 JU3645  HISTORY     - Date     Condition        Report By
 JU3645  HISTORY     - 1959     MONUMENTED       CGS
 JU3645  HISTORY     - 1984     SEE DESCRIPTION  USPSQD
 JU3645  HISTORY     - 1984     SEE DESCRIPTION  LOCENG
 JU3645  HISTORY     - 19971018 POOR             USPSQD
 JU3645  HISTORY     - 20091113 MARK NOT FOUND   GEOCAC
 JU3645  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU3645
 JU3645                          STATION DESCRIPTION
 JU3645
 JU3645'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU3645'STATION UNOCCUPIED.
 JU3645'
 JU3645'STATION IS LOCATED AT THE INTERSECTION OF NORTH VAN BUREN
 JU3645'STREET AND SHALLCROSS AVENUE.  STATION IS 24 FEET NORTHWEST OF
 JU3645'APPROXIMATE CENTERLINE OF NORTH VAN BUREN STREET, 6-1/2 FEET
 JU3645'NORTHWEST OF CURB AND 27 FEET WEST-SOUTHWEST OF APPROXIMATE
 JU3645'CENTERLINE OF SHALLCROSS AVENUE.  THE MARK IS A STANDARD
 JU3645'TRAVERSE DISK SET FLUSH IN A DRILLHOLE IN A CONCRETE SIDEWALK
 JU3645'AND THE DISK IS STAMPED SHALLCROSS 1959.
 JU3645
 JU3645                          STATION RECOVERY (1984)
 JU3645
 JU3645'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLM)
 JU3645'STATION IS AS DESCRIBED EXCEPT SOMEONE BENT THE DISK TRYING TO
 JU3645'REMOVE IT.
 JU3645
 JU3645                          STATION RECOVERY (1984)
 JU3645
 JU3645'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (CT)
 JU3645'ATTEMPTS HAVE BEEN MADE TO REMOVE DISK, HOWEVER THE MARK REMAINS
 JU3645'INTACT.
 JU3645
 JU3645                          STATION RECOVERY (1997)
 JU3645
 JU3645'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU3645'MARK RECOVERED IN POOR CONDITION.
 JU3645
 JU3645                          STATION RECOVERY (2009)
 JU3645
 JU3645'RECOVERY NOTE BY GEOCACHING 2009 (GAH)
 JU3645'THE SIDEWALKS IN THIS AREA HAVE BEEN RECONSTRUCTED TO ALLOW
 JU3645'HANDICAPPED ACCESS, APPARENTLY ELIMINATING JU3617, JU3618, JU3619 AND
 JU3645'JU3645 IN THE PROCESS.
 JU3645
 JU3645                          STATION RECOVERY (2013)
 JU3645
 JU3645'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3645'BELIEVED TO BE DESTROYED IN CONSTRUCTION OF HANDICAP ACCESIBLE
 JU3645'SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2020 ***********************************************************************
 HU2020  DESIGNATION -  SHARPTOWN
 HU2020  PID         -  HU2020
 HU2020  STATE/COUNTY-  DE/SUSSEX
 HU2020  COUNTRY     -  US
 HU2020  USGS QUAD   -  SHARPTOWN (2016)
 HU2020
 HU2020                         *CURRENT SURVEY CONTROL
 HU2020  ______________________________________________________________________
 HU2020* NAD 83(1991) POSITION- 38 31 56.63606(N) 075 41 57.49318(W)   ADJUSTED
 HU2020* NAVD 88 ORTHO HEIGHT -    10.2   (meters)       33.    (feet) VERTCON3
 HU2020  ______________________________________________________________________
 HU2020  GEOID HEIGHT    -        -35.588 (meters)                     GEOID18
 HU2020  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 HU2020  HORZ ORDER      -  SECOND
 HU2020
 HU2020.The horizontal coordinates were established by classical geodetic methods
 HU2020.and adjusted by the National Geodetic Survey in January 1992.
 HU2020
 HU2020.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2020
 HU2020.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2020.GEOID18 height accuracy estimate available here.
 HU2020
 HU2020.Click photographs - Photos may exist for this station.
 HU2020
 HU2020.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2020
 HU2020. The following values were computed from the NAD 83(1991) position.
 HU2020
 HU2020;                    North         East     Units Scale Factor Converg.
 HU2020;SPC DE       -    59,134.659   175,355.942   MT  1.00000248   -0 10 33.9
 HU2020;SPC DE       -   194,010.96    575,313.62   sFT  1.00000248   -0 10 33.9
 HU2020;SPC MD       -    96,907.619   513,404.996   MT  0.99996770   +0 48 58.9
 HU2020;SPC MD       -   317,937.75  1,684,396.22   sFT  0.99996770   +0 48 58.9
 HU2020;UTM  18      - 4,265,120.189   439,049.190   MT  0.99964575   -0 26 08.3
 HU2020
 HU2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2020!SPC DE       -   1.00000399  x   1.00000248  =   1.00000647
 HU2020!SPC MD       -   1.00000399  x   0.99996770  =   0.99997169
 HU2020!UTM  18      -   1.00000399  x   0.99964575  =   0.99964974
 HU2020
 HU2020:                Primary Azimuth Mark                     Grid Az
 HU2020:SPC DE       -  SHARPTOWN MUNICIPAL WATER TK             294 26 53.7
 HU2020:SPC MD       -  SHARPTOWN MUNICIPAL WATER TK             293 27 20.9
 HU2020:UTM  18      -  SHARPTOWN MUNICIPAL WATER TK             294 42 28.1
 HU2020
 HU2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3904965120(NAD 83)
 HU2020
 HU2020|---------------------------------------------------------------------|
 HU2020| PID    Reference Object                     Distance      Geod. Az  |
 HU2020|                                                           dddmmss.s |
 HU2020| HU2638 SHARPTOWN RM 3                       10.562 METERS 08957     |
 HU2020| HU2637 SHARPTOWN RM 1                       10.849 METERS 18442     |
 HU2020| HU2029 SHARPTOWN MUNICIPAL WATER TK        APPROX. 1.7 KM 2941619.8 |
 HU2020| DC8400 SHARPTOWN RM 2                       10.522 METERS 34114     |
 HU2020| HU2021 BOUNDARY MONUMENT 5 DEL MD           19.241 METERS 34726     |
 HU2020| DC8399 SHARPTOWN AZ MK                                    3521139.3 |
 HU2020|---------------------------------------------------------------------|
 HU2020
 HU2020                          SUPERSEDED SURVEY CONTROL
 HU2020
 HU2020  NAD 83(1986)-  38 31 56.63128(N)    075 41 57.51375(W) AD(       ) 2
 HU2020  NAD 27      -  38 31 56.21780(N)    075 41 58.75640(W) AD(       ) 2
 HU2020  NGVD 29 (07/19/86)   10.4    (m)           34.     (f) VERT ANG       
 HU2020
 HU2020.Superseded values are not recommended for survey control.
 HU2020
 HU2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2020.See file dsdata.pdf to determine how the superseded data were derived.
 HU2020
 HU2020_MARKER: DS = TRIANGULATION STATION DISK
 HU2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2020_STAMPING: SHARPTOWN 1962
 HU2020_MARK LOGO: CGS
 HU2020_PROJECTION: FLUSH
 HU2020_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2020+STABILITY: SURFACE MOTION
 HU2020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2020+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1984
 HU2020
 HU2020  HISTORY     - Date     Condition        Report By
 HU2020  HISTORY     - 1962     MONUMENTED       CGS
 HU2020  HISTORY     - 1962     GOOD             CGS
 HU2020  HISTORY     - 1976     GOOD             NGS
 HU2020  HISTORY     - 19840618 GOOD             NGS
 HU2020
 HU2020                          STATION DESCRIPTION
 HU2020
 HU2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU2020'THE STATION IS LOCATED ABOUT 1.0 MILE EAST-SOUTHEAST OF
 HU2020'SHARPTOWN, MARYLAND, ALONG THE EAST SIDE OF A NORTH AND
 HU2020'SOUTH TRACK ROAD ALONG THE MARYLAND AND DELAWARE STATE LINE
 HU2020'AND ON PROPERTY OWNED BY MR. RIDER.
 HU2020'
 HU2020'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 HU2020'313 AND 348 IN SHARPTOWN, MARYLAND.  GO EAST-SOUTHEAST ON
 HU2020'STATE HIGHWAY 348 FOR 1.7 MILES TO THE MARYLAND-DELAWARE
 HU2020'STATE LINE AND A TRACK ROAD ON THE LEFT, NORTH, SIDE OF THE
 HU2020'HIGHWAY.  TURN LEFT AND GO NORTH ON A TRACK ROAD, BETWEEN
 HU2020'TWO CULTIVATED FIELDS FOR 0.75 MILE TO THE MARYLAND AND
 HU2020'DELAWARE STATE LINE MONUMENT, A STANDARD METAL WITNESS POST
 HU2020'AND MARKER, TWO TRIANGULAR BLAZED TREES AND THE STATION
 HU2020'ON THE RIGHT, EAST SIDE OF THE ROAD.  CONTINUE NORTH ON THE
 HU2020'TRACK ROAD ALONG THE WEST SIDE OF THE TIMBERLINE FOR 0.15
 HU2020'MILE TO WHERE THE TRACK ROAD ENTERS THE TIMBER, A TRACK
 HU2020'ROAD, A STANDARD METAL WITNESS POST AND THE AZIMUTH MARK
 HU2020'ON THE LEFT, WEST, SIDE OF THE ROAD.
 HU2020'
 HU2020'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE
 HU2020'AZIMUTH MARK ARE STANDARD DISKS SET IN THE TOPS OF 10-INCH
 HU2020'SQUARE CONCRETE MONUMENTS FLUSH WITH THE SURFACE OF THE GROUND.
 HU2020'
 HU2020'THE STATION MARK IS STAMPED SHARPTOWN 1962.  IT IS 35.0
 HU2020'FEET NORTH OF A 10-INCH TRIANGULAR BLAZED MAPLE TREE, 23.0
 HU2020'FEET SOUTH OF A 14-INCH TRIANGULAR BLAZED TWIN TRUNKED WHITE
 HU2020'OAK TREE, 14.0 FEET EAST OF THE CENTERLINE OF A NORTH AND
 HU2020'SOUTH TRACK ROAD AND 6.3 FEET NORTH OF A STANDARD METAL
 HU2020'WITNESS POST AND MARKER.
 HU2020'
 HU2020'REFERENCE MARK 1, STAMPED SHARPTOWN NO 1 1962, IS 29.8 FEET
 HU2020'SOUTH-SOUTHWEST OF A STANDARD METAL WITNESS POST AND MARKER,
 HU2020'7.4 FEET EAST OF THE CENTERLINE OF THE NORTH AND SOUTH TRACK
 HU2020'ROAD, 6.0 FEET WEST-NORTHWEST OF A 10-INCH TRIANGULAR BLAZED
 HU2020'MAPLE TREE AND ABOUT THE SAME ELEVATION AS THE STATION.
 HU2020'
 HU2020'REFERENCE MARK 2 IS STAMPED SHARPTOWN NO 2 1962.  IT IS 41.0
 HU2020'FEET NORTH-NORTHWEST OF A STANDARD METAL WITNESS POST AND
 HU2020'MARKER, 8.0 FEET NORTHWEST OF A 14-INCH TRIANGULAR BLAZED
 HU2020'TWIN TRUNKED WHITE OAK TREE, 6.5 FEET EAST OF THE CENTERLINE
 HU2020'OF A NORTH AND SOUTH TRACK ROAD AND 6.0 FEET WEST OF A TIMBERLINE
 HU2020'AND ABOUT THE SAME ELEVATION AS THE STATION.
 HU2020'
 HU2020'THE AZIMUTH MARK IS STAMPED SHARPTOWN 1962.  IT IS 44.0 FEET
 HU2020'WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF A TIMBERLINE, 36.0
 HU2020'FEET WEST OF THE CENTERLINE OF A NORTH AND SOUTH TRACK ROAD
 HU2020'ALONG THE SOUTH WEST SIDE OF A TIMBER, 8.0 FEET NORTH OF
 HU2020'THE CENTERLINE OF AN EAST AND WEST TRACK ROAD ALONG THE
 HU2020'SOUTH SIDE OF A TIMBER AND NORTH EDGE OF A FIELD AND 1.3 FEET
 HU2020'SOUTH OF A STANDARD METAL WITNESS POST AND MARKER.
 HU2020'
 HU2020'BOUNDARY MONUMENT NO. 5, A 12 INCH SQUARE GRANITE STONE
 HU2020'PROJECTING ABOUT 30 INCHES ABOVE THE SURFACE OF THE GROUND,
 HU2020'WITH THE COAT OF ARMS ON THE EAST AND WEST SIDES AND CHIPPED
 HU2020'ON THE EAST SIDE NEAR THE TOP.  THE MONUMENT IS PLUMB AND IN
 HU2020'GENERAL GOOD CONDITION.  A SMALL CROSS WAS INSCRIBED IN ITS
 HU2020'TOP AND CENTER FOR TRAVERSE PURPOSE.  IT IS 69.5 FEET NORTH
 HU2020'OF A STANDARD METAL WITNESS POST AND MARKER, 42.0 FEET
 HU2020'NORTH-NORTHWEST OF A TWIN TRUNKED TRIANGULAR BLAZED WHITE OAK
 HU2020'TREE.
 HU2020'
 HU2020'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 HU2020
 HU2020                          STATION RECOVERY (1962)
 HU2020
 HU2020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HU2020'RECOVERED IN GOOD CONDITION.
 HU2020
 HU2020                          STATION RECOVERY (1976)
 HU2020
 HU2020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU2020'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND
 HU2020'FOUND IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.  THE AZIMUTH
 HU2020'MARK WAS FOUND DESTROYED.  THE MONUMENT HAD BEEN PULLED OUT
 HU2020'OF THE GROUND AND THE DISK WAS MISSING.  THE AREA AROUND
 HU2020'WHERE THE MARK WAS LOCATED HAS BEEN CLEARED AND THE AREA
 HU2020'CULTIVATED.  THERE IS NO SUITABLE PLACE TO SET A NEW MARK
 HU2020'AT THIS DATE.  THE SHARPTOWN MUNICIPAL WATER TANK IS VISIBLE
 HU2020'FROM THE GROUND AND MAY BE USED AS AN AZIMUTH.
 HU2020'
 HU2020'A DIFFERENCE OF 3 MINUTES AND 20 SECONDS IN DIRECTION WAS
 HU2020'NOTED TO REFERENCE MARK 1.  ALL OTHER DISTANCES AND DIRECTIONS
 HU2020'AGREED WITH THE 1961 OBSERVATIONS.
 HU2020'
 HU2020'THE MARYLAND-DELAWARE CROWN STONE NUMBER 5 WAS RESET AT
 HU2020'THIS DATE, SEE DESCRIPTION THEREOF.
 HU2020'
 HU2020'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU2020'1 MILE EAST OF SHARPTOWN.
 HU2020
 HU2020                          STATION RECOVERY (1984)
 HU2020
 HU2020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HU2020'THE STATION IS LOCATED ABOUT 1.0 MILE EAST-SOUTHEAST OF
 HU2020'SHARPTOWN, MARYLAND, ALONG THE EAST SIDE OF A NORTH AND
 HU2020'SOUTH TRACK ROAD ALONG THE MARYLAND AND DELAWARE STATE LINE
 HU2020'AND ON PROPERTY OWNED BY MR. RIDER.
 HU2020'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 HU2020'313 AND 348 IN SHARPTOWN, MARYLAND.  GO EAST-SOUTHEAST ON
 HU2020'STATE HIGHWAY 348 FOR 1.7 MILES TO THE MARYLAND-DELAWARE
 HU2020'STATE LINE AND A TRACK ROAD ON THE LEFT, NORTH, SIDE OF THE
 HU2020'HIGHWAY.  TURN LEFT AND GO NORTH ON A TRACK ROAD, BETWEEN
 HU2020'TWO CULTIVATED FIELDS FOR 0.75 MILE TO THE MARYLAND AND
 HU2020'DELAWARE STATE LINE MONUMENT, A STANDARD METAL WITNESS POST
 HU2020'AND MARKER, TWO TRIANGULAR BLAZED TREES AND THE STATION
 HU2020'ON THE RIGHT, EAST SIDE OF THE ROAD.
 HU2020'THE STATION MARK IS STAMPED SHARPTOWN 1962.  IT IS 35.0
 HU2020'FEET NORTH OF A 10-INCH TRIANGULAR BLAZED MAPLE TREE, 23.0
 HU2020'FEET SOUTH OF A 14-INCH TRIANGULAR BLAZED TWIN TRUNKED WHITE
 HU2020'OAK TREE, 14.0 FEET EAST OF THE CENTERLINE OF A NORTH AND
 HU2020'SOUTH TRACK ROAD AND 6.3 FEET NORTH OF A STANDARD METAL
 HU2020'WITNESS POST AND MARKER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1440 ***********************************************************************
 HU1440  DESIGNATION -  SHORAN
 HU1440  PID         -  HU1440
 HU1440  STATE/COUNTY-  DE/SUSSEX
 HU1440  COUNTRY     -  US
 HU1440  USGS QUAD   -  ASSAWOMAN BAY (2016)
 HU1440
 HU1440                         *CURRENT SURVEY CONTROL
 HU1440  ______________________________________________________________________
 HU1440* NAD 83(1991) POSITION- 38 28 35.83763(N) 075 03 02.81843(W)   ADJUSTED
 HU1440* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 HU1440  ______________________________________________________________________
 HU1440  GEOID HEIGHT    -        -35.892 (meters)                     GEOID18
 HU1440  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 HU1440  HORZ ORDER      -  THIRD
 HU1440
 HU1440.The horizontal coordinates were established by classical geodetic methods
 HU1440.and adjusted by the National Geodetic Survey in January 1992.
 HU1440
 HU1440.The orthometric height was scaled from a topographic map.
 HU1440
 HU1440.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1440.GEOID18 height accuracy estimate available here.
 HU1440
 HU1440.Click photographs - Photos may exist for this station.
 HU1440
 HU1440.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1440
 HU1440. The following values were computed from the NAD 83(1991) position.
 HU1440
 HU1440;                    North         East     Units Scale Factor Converg.
 HU1440;SPC DE       -    52,968.630   231,927.257   MT  1.00000755   +0 13 39.6
 HU1440;SPC DE       -   173,781.25    760,914.68   sFT  1.00000755   +0 13 39.6
 HU1440;UTM  18      - 4,258,700.546   495,570.408   MT  0.99960024   -0 01 53.7
 HU1440
 HU1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1440!SPC DE       -   1.00000520  x   1.00000755  =   1.00001275
 HU1440!UTM  18      -   1.00000520  x   0.99960024  =   0.99960544
 HU1440
 HU1440:                Primary Azimuth Mark                     Grid Az
 HU1440:SPC DE       -  FENWICK IS LH                            187 09 40.4
 HU1440:UTM  18      -  FENWICK IS LH                            187 25 13.7
 HU1440
 HU1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9557058700(NAD 83)
 HU1440
 HU1440|---------------------------------------------------------------------|
 HU1440| PID    Reference Object                     Distance      Geod. Az  |
 HU1440|                                                           dddmmss.s |
 HU1440| DC8249 SHORAN RM 2                          58.747 METERS 16608     |
 HU1440| HU1459 HYDRO                               333.541 METERS 17851     |
 HU1440| HU1442 FENWICK IS LH                       APPROX. 2.8 KM 1872320.0 |
 HU1440| HU1485 FENWICK IS HUB NO 5                  88.246 METERS 27612     |
 HU1440| DC7926 SHORAN RM 1                          77.703 METERS 27823     |
 HU1440|---------------------------------------------------------------------|
 HU1440
 HU1440                          SUPERSEDED SURVEY CONTROL
 HU1440
 HU1440  NAD 83(1986)-  38 28 35.81882(N)    075 03 02.84091(W) AD(       ) 3
 HU1440  NAD 27      -  38 28 35.41500(N)    075 03 04.18900(W) AD(       ) 3
 HU1440
 HU1440.Superseded values are not recommended for survey control.
 HU1440
 HU1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1440.See file dsdata.pdf to determine how the superseded data were derived.
 HU1440
 HU1440_MARKER: DS = TRIANGULATION STATION DISK
 HU1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1440_STAMPING: SHORAN 1956
 HU1440_MARK LOGO: CGS
 HU1440_PROJECTION: FLUSH
 HU1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1440+STABILITY: SURFACE MOTION
 HU1440
 HU1440  HISTORY     - Date     Condition        Report By
 HU1440  HISTORY     - 1956     MONUMENTED       CGS
 HU1440  HISTORY     - 1962     MARK NOT FOUND   CGS
 HU1440  HISTORY     - 1962     MARK NOT FOUND   CGS
 HU1440  HISTORY     - 1966     MARK NOT FOUND   CGS
 HU1440
 HU1440                          STATION DESCRIPTION
 HU1440
 HU1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (EHK)
 HU1440'LOCATED ON FENWICK ISLAND, DELAWARE, 1.9 MILES NORTH OF THE
 HU1440'MARYLAND-DELAWARE STATE LINE.  MARK IS ON PROPERTY OF
 HU1440'THE U.S. COAST GUARD IN SAND DUNES, APPROXIMATELY 300 FEET
 HU1440'EAST OF THE CENTER LINE OF DELAWARE STATE HIGHWAY NO. 14.  193
 HU1440'FEET NORTHWEST OF BASE OF OLD SHORAN STATION.  STATION MARK IS
 HU1440'STANDARD DISK SET IN CONCRETE MONUMENT 8 INCHES IN DIAMETER,
 HU1440'FLUSH WITH GROUND AND STAMPED SHORAN 1956.
 HU1440'
 HU1440'REFERENCE MARK 1 IS A SIX INCH SQUARE CONCRETE MONUMENT
 HU1440'WITH BRASS PLATE IN TOP STAMPED UNITED STATES COAST GUARD
 HU1440'PROJECTING 18 INCHES ABOVE SURFACE OF GROUND.  IT IS LOCATED
 HU1440'255.08 FEET WNW OF STATION.  50 FEET EAST OF THE CENTER LINE
 HU1440'OF DELAWARE STATE HIGHWAY NO. 14.
 HU1440'
 HU1440'REFERENCE MARK 2 IS CENTER OF CONCRETE BASE OF OLD SHORAN
 HU1440'STATION, PROJECTING FIVE FEET ABOVE SURFACE OF GROUND.  IT IS
 HU1440'LOCATED 192.85 FEET SE OF STATION.  APPROXIMATELY 340 FEET
 HU1440'EAST OF THE CENTER LINE OF DELAWARE STATE HIGHWAY NO. 14.
 HU1440
 HU1440                          STATION RECOVERY (1962)
 HU1440
 HU1440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WMR)
 HU1440'ALL MARKS WERE DESTROYED BY THE COASTAL STORM OF MARCH 6 AND
 HU1440'7 1962.
 HU1440
 HU1440                          STATION RECOVERY (1962)
 HU1440
 HU1440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO)
 HU1440'THE STORM OF MARCH 6 1962 PROBABLY DESTROYED THE STATION
 HU1440'MARK, NO EVIDENCE OF THE MARK WAS FOUND.  REFERENCE MARK
 HU1440'NO. 1 IS PROBABLY IN PLACE COVERED BY A LARGE PILE OF SAND
 HU1440'BLOWN IN AREA BY THE STORM.  REFERENCE MARK NO. 2 CENTER
 HU1440'OF THE CONCRETE BASE OF THE OLD SHORAN STATION IS
 HU1440'RECOVERABLE.  THIS STATION SHOULD BE CONSIDERED LOST.
 HU1440
 HU1440                          STATION RECOVERY (1966)
 HU1440
 HU1440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCB)
 HU1440'A THOROUGH SEARCH WAS MADE BUT NO TRACE OF STATION OR REFERENCE
 HU1440'MARKS COULD BE FOUND.  MOST OF THE SAND DUNES IN THE AREA
 HU1440'ARE GONE.
 HU1440'
 HU1440'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1440'1.9 MILES NORTH OF THE DELAWARE-MARYLAND STATE LINE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1564 ***********************************************************************
 HU1564  DESIGNATION -  SLAB
 HU1564  PID         -  HU1564
 HU1564  STATE/COUNTY-  DE/SUSSEX
 HU1564  COUNTRY     -  US
 HU1564  USGS QUAD   -  SELBYVILLE (2016)
 HU1564
 HU1564                         *CURRENT SURVEY CONTROL
 HU1564  ______________________________________________________________________
 HU1564* NAD 83(1991) POSITION- 38 27 04.57166(N) 075 11 44.10121(W)   ADJUSTED
 HU1564* NAVD 88 ORTHO HEIGHT -     7.8   (meters)       26.    (feet) VERTCON3
 HU1564  ______________________________________________________________________
 HU1564  GEOID HEIGHT    -        -35.873 (meters)                     GEOID18
 HU1564  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 HU1564  HORZ ORDER      -  SECOND
 HU1564
 HU1564.The horizontal coordinates were established by classical geodetic methods
 HU1564.and adjusted by the National Geodetic Survey in January 1992.
 HU1564
 HU1564.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1564
 HU1564.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1564.GEOID18 height accuracy estimate available here.
 HU1564
 HU1564.Click photographs - Photos may exist for this station.
 HU1564
 HU1564.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1564
 HU1564. The following values were computed from the NAD 83(1991) position.
 HU1564
 HU1564;                    North         East     Units Scale Factor Converg.
 HU1564;SPC DE       -    50,114.202   219,298.582   MT  0.99999958   +0 08 14.9
 HU1564;SPC DE       -   164,416.34    719,482.10   sFT  0.99999958   +0 08 14.9
 HU1564;SPC MD       -    88,650.751   557,496.361   MT  0.99997713   +1 07 57.0
 HU1564;SPC MD       -   290,848.34  1,829,052.64   sFT  0.99997713   +1 07 57.0
 HU1564;UTM  18      - 4,255,904.396   482,934.028   MT  0.99960359   -0 07 17.8
 HU1564
 HU1564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1564!SPC DE       -   1.00000441  x   0.99999958  =   1.00000399
 HU1564!SPC MD       -   1.00000441  x   0.99997713  =   0.99998154
 HU1564!UTM  18      -   1.00000441  x   0.99960359  =   0.99960800
 HU1564
 HU1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8293455904(NAD 83)
 HU1564
 HU1564|---------------------------------------------------------------------|
 HU1564| PID    Reference Object                     Distance      Geod. Az  |
 HU1564|                                                           dddmmss.s |
 HU1564| HU1550 BISHOPVILLE A 1974                  372.669 METERS 08728     |
 HU1564| HU1563 BOUNDARY MON EW 8 DE MD               8.363 METERS 13558     |
 HU1564| DC8413 SLAB RM 1                            19.614 METERS 13732     |
 HU1564| HU1551 SLAB RM 3                           373.616 METERS 30819     |
 HU1564| HU2690 SLAB AZ MK 2                        393.035 METERS 31136     |
 HU1564| HU2705 SLAB RM 2                            23.217 METERS 34149     |
 HU1564|---------------------------------------------------------------------|
 HU1564
 HU1564                          SUPERSEDED SURVEY CONTROL
 HU1564
 HU1564  NAD 83(1986)-  38 27 04.55561(N)    075 11 44.12465(W) AD(       ) 2
 HU1564  NAD 27      -  38 27 04.14521(N)    075 11 45.45166(W) AD(       ) 2
 HU1564  NGVD 29 (07/19/86)    8.0    (m)           26.     (f) VERT ANG       
 HU1564
 HU1564.Superseded values are not recommended for survey control.
 HU1564
 HU1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1564.See file dsdata.pdf to determine how the superseded data were derived.
 HU1564
 HU1564_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1564_STAMPING: SLAB 1974
 HU1564_MARK LOGO: NGS
 HU1564_PROJECTION: FLUSH
 HU1564_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1564+STABILITY: SURFACE MOTION
 HU1564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1564+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2012
 HU1564
 HU1564  HISTORY     - Date     Condition        Report By
 HU1564  HISTORY     - 1974     MONUMENTED       NGS
 HU1564  HISTORY     - 1974     GOOD             NGS
 HU1564  HISTORY     - 1976     GOOD             NGS
 HU1564  HISTORY     - 19890713 GOOD             MDSHA
 HU1564  HISTORY     - 20120213 GOOD             DELCOS
 HU1564
 HU1564                          STATION DESCRIPTION
 HU1564
 HU1564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU1564'THE STATION IS LOCATED ABOUT 3.4 MILES WEST-SOUTHWEST OF
 HU1564'WILLIAMSVILLE, 1.6 MILES EAST-SOUTHEAST OF SELBYVILLE, 0.6
 HU1564'MILE NORTH OF BISHOPVILLE AND ON ROAD RIGHT-OF WAY AND NEAR
 HU1564'THE MARYLAND-DELAWARE STATE LINE.
 HU1564'
 HU1564'TO REACH THE STATION FROM THE POST OFFICE IN BISHOPVILLE, GO
 HU1564'NORTHEAST ON PAVED ROAD FOR 0.4 MILE TO A SIDE ROAD ON THE
 HU1564'LEFT.  TURN LEFT AND GO NORTHWEST ON A PAVED ROAD FOR 0.4
 HU1564'MILE TO THE STATE LINE AND THE STATION ON THE LEFT.  CONTINUE
 HU1564'NORTHWEST ON THE PAVED ROAD FOR 0.2 MILE TO REFERENCE MARK 3
 HU1564'ON THE LEFT.
 HU1564'
 HU1564'STATION MARKS ARE STANDARD DISKS STAMPED SLAB 1974.  THE
 HU1564'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HU1564'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 HU1564'IS 66 FEET SOUTHEAST OF A POWERLINE POLE WITH A TRANSFORMER,
 HU1564'15 FEET SOUTHWEST OF THE CENTER OF THE PAVED ROAD AND 4 FEET
 HU1564'NORTHWEST OF A MARYLAND-DELAWARE STATE LINE SIGN.  THE
 HU1564'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 HU1564'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 HU1564'
 HU1564'REFERENCE MARK 1, A STANDARD DISK STAMPED SLAB NO 1 1974, IS
 HU1564'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1564'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 60 FEET
 HU1564'SOUTHEAST OF THE MARYLAND-DELAWARE STATE LINE SIGN, 30 FEET
 HU1564'NORTHWEST OF A POWERLINE POLE, 14 FEET SOUTHWEST OF THE
 HU1564'CENTER OF THE PAVED ROAD AND 2 FEET NORTHEAST OF A SPEEDLIMIT
 HU1564'SIGN.
 HU1564'
 HU1564'REFERENCE MARK 2, A STANDARD DISK STAMPED SLAB NO 2 1974, IS
 HU1564'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1564'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 19 FEET
 HU1564'NORTHEAST OF THE PAVED ROAD AND 4 FEET NORTH OF A POWERLINE POLE.
 HU1564'
 HU1564'REFERENCE MARK 3, A STANDARD DISK STAMPED SLAB NO 3 1974, IS
 HU1564'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1564'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 97 FEET
 HU1564'NORTHWEST OF A POWERLINE POLE WITH A TRANSFORMER, 51 FEET
 HU1564'SOUTH-SOUTHEAST OF A 36-INCH PINE TREE, 13 FEET SOUTHWEST OF
 HU1564'THE CENTER OF THE PAVED ROAD AND 2 FEET EAST OF A METAL
 HU1564'HIGHWAY SIGN.  THE MARK SERVES AS AN AZIMUTH MARK.
 HU1564
 HU1564                          STATION RECOVERY (1974)
 HU1564
 HU1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HU1564'RECOVERED IN GOOD CONDITION.
 HU1564
 HU1564                          STATION RECOVERY (1976)
 HU1564
 HU1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1564'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HU1564'CONDITION AS DESCRIBED IN THE 1974 DESCRIPTION.  THE DISTANCE
 HU1564'AND DIRECTION TO ALL MARKS CHECKED 1974 OBSERVATIONS.
 HU1564'
 HU1564'THE SURFACE MARK IS A MARYLAND-DELAWARE BOUNDARY DISK STAMPED E-W
 HU1564'NO. 8 1976, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT
 HU1564'WHICH IS FLUSH WITH THE SURFACE.  THE SUB-SURFACE MARKER IS A
 HU1564'STANDARD NATIONAL GEODETIC SURVEY TRIANGULATION STATION DISK
 HU1564'STAMPED E-W NO. 8 1976, SET IN AN 8-INCH MASS OF CONCRETE
 HU1564'42-INCHES BELOW THE SURFACE.  THEY ARE 100 YARDS NORTHWEST OF MOST
 HU1564'NORTHWEST HOUSE IN BISHOPVILLE, 93 FEET SOUTHEAST OF A POWERLINE
 HU1564'POLE NUMBERED 19T66, 66.5 FEET NORTHWEST OF A POWERLINE
 HU1564'POLE NUMBERED 19T65, 24 FEET NORTHWEST OF A MARYLAND BOUNDARY
 HU1564'ROAD SIGN, AND 14 FEET SOUTH OF THE CENTER OF THE ROAD.
 HU1564'
 HU1564'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1564'2 MILES EAST OF SELBYVILLE.
 HU1564
 HU1564                          STATION RECOVERY (1989)
 HU1564
 HU1564'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 1989
 HU1564'THE STATION MARK, REFERENCE MARK TWO, AND BOUNDARY MONUMENT EIGHT WERE
 HU1564'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK ONE AND
 HU1564'REFERENCE MARK THREE (AZIMUTH MARK) WERE NOT RECOVERED AND BELIEVED
 HU1564'DESTROYED.  A NEW AZIMUTH MARK TWO WAS ESTABLISHED AT THIS DATE.
 HU1564'THE STATION MARK IS LOCATED ABOUT 1.0 KM (0.6 MI) NORTH OF BISHOPVILLE
 HU1564'ON ROAD RIGHT-OF-WAY.
 HU1564'TO REACH THE MARK FROM THE POST OFFICE IN BISHOPVILLE, GO NORTHEAST ON
 HU1564'STATE HIGHWAY 367 FOR 0.65 KM (0.40 MI) TO A SIDE ROAD LEFT.  TURN
 HU1564'LEFT AND GO NORTHWEST ON BISHOPVILLE ROAD TO THE STATE LINE AND THE
 HU1564'MARK ON THE LEFT.
 HU1564'THE MARK IS SET IN THE TOP OF A 0.3 M (1.0 FT) ROUND CONCRETE POST
 HU1564'FLUSH WITH THE GROUND.  IT IS 27.8 M (91.2 FT) NORTHWEST OF A
 HU1564'POWERLINE POLE NUMBERED 58436/96209, 22.6 M (74.1 FT) SOUTH-SOUTHEAST
 HU1564'OF A POWERLINE POLE NUMBERED 58429/96224, 10.1 M (33.1 FT) SOUTHEAST
 HU1564'OF THE SOUTH END OF A CONCRETE CULVERT, 4.4 M (14.4 FT) SOUTHWEST OF
 HU1564'THE CENTERLINE OF BISHOPVILLE ROAD, AND 22.6 M (74.1 FT)
 HU1564'SOUTH-SOUTHEAST OF A WITNESS POST.
 HU1564
 HU1564                          STATION RECOVERY (2012)
 HU1564
 HU1564'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU1564'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2690 ***********************************************************************
 HU2690  DESIGNATION -  SLAB AZ MK 2
 HU2690  PID         -  HU2690
 HU2690  STATE/COUNTY-  DE/SUSSEX
 HU2690  COUNTRY     -  US
 HU2690  USGS QUAD   -  SELBYVILLE (2016)
 HU2690
 HU2690                         *CURRENT SURVEY CONTROL
 HU2690  ______________________________________________________________________
 HU2690* NAD 83(1991) POSITION- 38 27 13.03465(N) 075 11 56.22231(W)   ADJUSTED
 HU2690* NAVD 88 ORTHO HEIGHT -    10.2   (meters)       33.    (feet) VERTCON3
 HU2690  ______________________________________________________________________
 HU2690  GEOID HEIGHT    -        -35.870 (meters)                     GEOID18
 HU2690  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 HU2690  HORZ ORDER      -  SECOND
 HU2690
 HU2690.The horizontal coordinates were established by classical geodetic methods
 HU2690.and adjusted by the National Geodetic Survey in January 1992.
 HU2690
 HU2690.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2690
 HU2690.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2690.GEOID18 height accuracy estimate available here.
 HU2690
 HU2690.Click photographs - Photos may exist for this station.
 HU2690
 HU2690.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2690
 HU2690. The following values were computed from the NAD 83(1991) position.
 HU2690
 HU2690;                    North         East     Units Scale Factor Converg.
 HU2690;SPC DE       -    50,374.455   219,004.059   MT  0.99999945   +0 08 07.4
 HU2690;SPC DE       -   165,270.19    718,515.82   sFT  0.99999945   +0 08 07.4
 HU2690;SPC MD       -    88,905.845   557,197.369   MT  0.99997683   +1 07 49.4
 HU2690;SPC MD       -   291,685.26  1,828,071.70   sFT  0.99997683   +1 07 49.4
 HU2690;UTM  18      - 4,256,165.875   482,640.801   MT  0.99960371   -0 07 25.4
 HU2690
 HU2690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2690!SPC DE       -   1.00000402  x   0.99999945  =   1.00000347
 HU2690!SPC MD       -   1.00000402  x   0.99997683  =   0.99998085
 HU2690!UTM  18      -   1.00000402  x   0.99960371  =   0.99960773
 HU2690
 HU2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8264056165(NAD 83)
 HU2690
 HU2690                          SUPERSEDED SURVEY CONTROL
 HU2690
 HU2690  NAD 83(1986)-  38 27 13.01855(N)    075 11 56.24580(W) AD(       ) 2
 HU2690  NGVD 29 (02/12/91)   10.5    (m)           34.     (f) VERT ANG       
 HU2690
 HU2690.Superseded values are not recommended for survey control.
 HU2690
 HU2690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2690.See file dsdata.pdf to determine how the superseded data were derived.
 HU2690
 HU2690_MARKER: DZ = AZIMUTH MARK DISK
 HU2690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2690_STAMPING: SLAB 1974 NO 2 1989
 HU2690_MARK LOGO: NGS
 HU2690_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2690+STABILITY: SURFACE MOTION
 HU2690_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2690+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 HU2690
 HU2690  HISTORY     - Date     Condition        Report By
 HU2690  HISTORY     - 1989     MONUMENTED       MDSHA
 HU2690  HISTORY     - 20120208 GOOD             DELCOS
 HU2690
 HU2690                          STATION DESCRIPTION
 HU2690
 HU2690'DESCRIBED BY MARYLAND DOT HIGHWAY ADMINISTRATION 1989
 HU2690'THE MARK IS LOCATED ABOUT 1.2 KM (0.7 MI) NORTHWEST OF BISHOPVILLE.
 HU2690'OWNERSHIP--THOMAS J. ARCHINO SELBYVILLE, DE. 19975.  PHONE (302)
 HU2690'436-5503.
 HU2690'TO REACH THE MARK FROM THE POST OFFICE IN BISHOPVILLE, GO NORTHEAST ON
 HU2690'STATE HIGHWAY 367 FOR 0.0 KM (0.0 MI) TO A SIDE ROAD LEFT.  TURN LEFT
 HU2690'AND GO NORTHWEST ON BISHOPVILLE ROAD FOR 0.0 KM (0.0 MI) TO THE MARK
 HU2690'ON THE RIGHT.
 HU2690'THE SURFACE MARK IS SET IN THE TOP OF A 0.3 M (1.0 FT) ROUND CONCRETE
 HU2690'POST FLUSH WITH THE GROUND.  THE SUB-SURFACE MARK IS SET IN A MASS OF
 HU2690'CONCRETE 1.0 M (3.3 FT) BELOW THE SURFACE.  THEY ARE 29.7 M
 HU2690'(97.4 FT) NORTHEAST OF A POWERLINE POLE NUMBERED 58327/96295, 21.0 M
 HU2690'(68.9 FT) NORTH-NORTHEAST OF THE CENTERLINE OF BISHOPVILLE ROAD, 18.6
 HU2690'M (61.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 0.9 M
 HU2690'(3.0 FT) WEST OF A POWERLINE POLE NUMBERED 58337/96304, AND 0.9 M
 HU2690'(3.0 FT) WEST OF A WITNESS POST.
 HU2690
 HU2690                          STATION RECOVERY (2012)
 HU2690
 HU2690'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU2690'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1551 ***********************************************************************
 HU1551  DESIGNATION -  SLAB RM 3
 HU1551  PID         -  HU1551
 HU1551  STATE/COUNTY-  DE/SUSSEX
 HU1551  COUNTRY     -  US
 HU1551  USGS QUAD   -  SELBYVILLE (2016)
 HU1551
 HU1551                         *CURRENT SURVEY CONTROL
 HU1551  ______________________________________________________________________
 HU1551* NAD 83(1991) POSITION- 38 27 12.08332(N) 075 11 56.19149(W)   ADJUSTED
 HU1551* NAVD 88 ORTHO HEIGHT -    10.3   (meters)       34.    (feet) VERTCON3
 HU1551  ______________________________________________________________________
 HU1551  GEOID HEIGHT    -        -35.870 (meters)                     GEOID18
 HU1551  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 HU1551  HORZ ORDER      -  SECOND
 HU1551
 HU1551.The horizontal coordinates were established by classical geodetic methods
 HU1551.and adjusted by the National Geodetic Survey in January 1992.
 HU1551
 HU1551.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1551
 HU1551.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1551.GEOID18 height accuracy estimate available here.
 HU1551
 HU1551.Click photographs - Photos may exist for this station.
 HU1551
 HU1551.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1551
 HU1551. The following values were computed from the NAD 83(1991) position.
 HU1551
 HU1551;                    North         East     Units Scale Factor Converg.
 HU1551;SPC DE       -    50,345.123   219,004.875   MT  0.99999945   +0 08 07.4
 HU1551;SPC DE       -   165,173.96    718,518.49   sFT  0.99999945   +0 08 07.4
 HU1551;SPC MD       -    88,876.532   557,198.695   MT  0.99997686   +1 07 49.5
 HU1551;SPC MD       -   291,589.09  1,828,076.05   sFT  0.99997686   +1 07 49.5
 HU1551;UTM  18      - 4,256,136.551   482,641.484   MT  0.99960371   -0 07 25.4
 HU1551
 HU1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1551!SPC DE       -   1.00000402  x   0.99999945  =   1.00000347
 HU1551!SPC MD       -   1.00000402  x   0.99997686  =   0.99998088
 HU1551!UTM  18      -   1.00000402  x   0.99960371  =   0.99960773
 HU1551
 HU1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8264156136(NAD 83)
 HU1551
 HU1551|---------------------------------------------------------------------|
 HU1551| PID    Reference Object                     Distance      Geod. Az  |
 HU1551|                                                           dddmmss.s |
 HU1551| HU1564 SLAB                                373.616 METERS 12819     |
 HU1551|---------------------------------------------------------------------|
 HU1551
 HU1551                          SUPERSEDED SURVEY CONTROL
 HU1551
 HU1551  NAD 83(1986)-  38 27 12.06734(N)    075 11 56.21487(W) AD(       ) 2
 HU1551  NAD 27      -  38 27 11.65703(N)    075 11 57.54142(W) AD(       ) 2
 HU1551  NGVD 29 (07/19/86)   10.5    (m)           34.     (f) VERT ANG       
 HU1551
 HU1551.Superseded values are not recommended for survey control.
 HU1551
 HU1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1551.See file dsdata.pdf to determine how the superseded data were derived.
 HU1551
 HU1551_MARKER: DR = REFERENCE MARK DISK
 HU1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1551_STAMPING: SLAB NO 3 1974
 HU1551_MARK LOGO: NGS
 HU1551_PROJECTION: FLUSH
 HU1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1551+STABILITY: SURFACE MOTION
 HU1551
 HU1551  HISTORY     - Date     Condition        Report By
 HU1551  HISTORY     - 1974     MONUMENTED       NGS
 HU1551  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU1551
 HU1551                          STATION DESCRIPTION
 HU1551
 HU1551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 HU1551'TO REACH THE STATION FROM THE POST OFFICE IN BISHOPVILLE, GO
 HU1551'NORTHEAST ON PAVED ROAD FOR 0.4 MILE TO A SIDE ROAD ON THE
 HU1551'LEFT.  TURN LEFT AND GO NORTHWEST ON A PAVED ROAD FOR 0.4
 HU1551'MILE TO THE STATE LINE AND STATION SLAB ON THE LEFT.  CONTINUE
 HU1551'NORTHWEST ON THE PAVED ROAD FOR 0.2 MILE TO REFERENCE MARK 3
 HU1551'ON THE LEFT.
 HU1551'
 HU1551'REFERENCE MARK 3, A STANDARD DISK STAMPED SLAB NO 3 1974, IS
 HU1551'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1551'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 97 FEET
 HU1551'NORTHWEST OF A POWERLINE POLE WITH A TRANSFORMER, 51 FEET
 HU1551'SOUTH-SOUTHEAST OF A 36-INCH PINE TREE, 13 FEET SOUTHWEST OF
 HU1551'THE CENTER OF THE PAVED ROAD AND 2 FEET EAST OF A METAL
 HU1551'HIGHWAY SIGN.
 HU1551
 HU1551                          STATION RECOVERY (2012)
 HU1551
 HU1551'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU1551'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1429 ***********************************************************************
 HU1429  DESIGNATION -  SLAUGHTER
 HU1429  PID         -  HU1429
 HU1429  STATE/COUNTY-  DE/SUSSEX
 HU1429  COUNTRY     -  US
 HU1429  USGS QUAD   -  MISPILLION RIVER (2016)
 HU1429
 HU1429                         *CURRENT SURVEY CONTROL
 HU1429  ______________________________________________________________________
 HU1429* NAD 83(1991) POSITION- 38 52 51.75868(N) 075 16 07.36401(W)   ADJUSTED
 HU1429* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 HU1429  ______________________________________________________________________
 HU1429  GEOID HEIGHT    -        -35.448 (meters)                     GEOID18
 HU1429  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 HU1429  HORZ ORDER      -  SECOND
 HU1429
 HU1429.The horizontal coordinates were established by classical geodetic methods
 HU1429.and adjusted by the National Geodetic Survey in January 1992.
 HU1429
 HU1429.The orthometric height was scaled from a topographic map.
 HU1429
 HU1429.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1429.GEOID18 height accuracy estimate available here.
 HU1429
 HU1429.Click photographs - Photos may exist for this station.
 HU1429
 HU1429.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1429
 HU1429. The following values were computed from the NAD 83(1991) position.
 HU1429
 HU1429;                    North         East     Units Scale Factor Converg.
 HU1429;SPC DE       -    97,810.067   212,838.133   MT  0.99999703   +0 05 34.3
 HU1429;SPC DE       -   320,898.53    698,286.44   sFT  0.99999703   +0 05 34.3
 HU1429;SPC NJ       -     5,576.826    83,304.108   MT  0.99995476   -0 28 57.2
 HU1429;SPC NJ       -    18,296.64    273,306.89   sFT  0.99995476   -0 28 57.2
 HU1429;UTM  18      - 4,303,610.358   476,692.808   MT  0.99960669   -0 10 07.2
 HU1429
 HU1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1429!SPC DE       -   1.00000513  x   0.99999703  =   1.00000216
 HU1429!SPC NJ       -   1.00000513  x   0.99995476  =   0.99995989
 HU1429!UTM  18      -   1.00000513  x   0.99960669  =   0.99961182
 HU1429
 HU1429:                Primary Azimuth Mark                     Grid Az
 HU1429:SPC DE       -  BRANDYWINE SHOALS LIGHTHOUSE             048 58 02.9
 HU1429:SPC NJ       -  BRANDYWINE SHOALS LIGHTHOUSE             049 32 34.4
 HU1429:UTM  18      -  BRANDYWINE SHOALS LIGHTHOUSE             049 13 44.4
 HU1429
 HU1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7669203610(NAD 83)
 HU1429
 HU1429|---------------------------------------------------------------------|
 HU1429| PID    Reference Object                     Distance      Geod. Az  |
 HU1429|                                                           dddmmss.s |
 HU1429| JU3371 MIAH MAULL SHOAL LIGHT              APPROX.27.8 KM 0104643.5 |
 HU1429| HU1313 BRANDYWINE SHOALS LIGHTHOUSE        APPROX.17.8 KM 0490337.2 |
 HU1429| HU1297 CAPE MAY FLAT TOP WATER TANK        APPROX.30.6 KM 0763216.8 |
 HU1429| HU1284 CAPE MAY NAVAL BASE TANK            APPROX.34.0 KM 0771758.2 |
 HU1429| HU1334 HARBOR OF REFUGE LIGHTHOUSE         APPROX.17.0 KM 1154213.4 |
 HU1429| HU1316 DELAWARE BREAKWATER W END LT        APPROX.15.9 KM 1240337.1 |
 HU1429| DC8414 SLAUGHTER RM 1                       53.087 METERS 19331     |
 HU1429| HU1436 MILTON BLACK WATER TANK             APPROX.11.8 KM 1980320.2 |
 HU1429| DC8415 SLAUGHTER RM 2                       28.014 METERS 30155     |
 HU1429| HU1430 MISPILLION RIVER FLASHING LT        APPROX. 8.4 KM 3312325.6 |
 HU1429| HU1432 MISPILLION RIVER JETTY LIGHT        APPROX. 6.7 KM 3372710.3 |
 HU1429|---------------------------------------------------------------------|
 HU1429
 HU1429                          SUPERSEDED SURVEY CONTROL
 HU1429
 HU1429  NAD 83(1986)-  38 52 51.74900(N)    075 16 07.37291(W) AD(       ) 2
 HU1429  NAD 27      -  38 52 51.34500(N)    075 16 08.68900(W) AD(       ) 2
 HU1429
 HU1429.Superseded values are not recommended for survey control.
 HU1429
 HU1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1429.See file dsdata.pdf to determine how the superseded data were derived.
 HU1429
 HU1429_MARKER: DS = TRIANGULATION STATION DISK
 HU1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1429_STAMPING: SLAUGHTER 1933
 HU1429_MARK LOGO: CGS
 HU1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1429+STABILITY: SURFACE MOTION
 HU1429
 HU1429  HISTORY     - Date     Condition        Report By
 HU1429  HISTORY     - 1933     MONUMENTED       CGS
 HU1429  HISTORY     - 1943     GOOD             CGS
 HU1429  HISTORY     - 1946     GOOD             CGS
 HU1429  HISTORY     - 1962     MARK NOT FOUND   CGS
 HU1429  HISTORY     - 1970     MARK NOT FOUND   NGS
 HU1429  HISTORY     - 1977     MARK NOT FOUND   NGS
 HU1429
 HU1429                          STATION DESCRIPTION
 HU1429
 HU1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 HU1429'THIS STATION IS ON SLAUGHTER BEACH (FOWLERS BEACH) ABOUT 13
 HU1429'MILES E OF MILFORD, DELAWARE.
 HU1429'
 HU1429'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 HU1429'DISKS SET IN CONCRETE.
 HU1429'
 HU1429'REFERENCE MARK NO.1 IS S OF THE STATION, JUST NW OF THE NW END
 HU1429'OF THE GATE.  THE MARK PROJECTS 10 INCHES.
 HU1429'
 HU1429'REFERENCE MARK NO.2 IS NW OF THE STATION, 225 FEET W OF S OF THE
 HU1429'OLD BULKHEAD PILING.  THE MARK PROJECTS 4 INCHES.
 HU1429'
 HU1429'TO REACH FROM MILFORD GOING S ON THE MAIN STREET TURN LEFT ON
 HU1429'EAST FRONT STREET, LARGE PRESBYTERIAN CHURCH ON THE SE CORNER,
 HU1429'CONTINUE E ON THIS ROAD 0.7 MILE TO CROSSROADS, HERE TURN RIGHT
 HU1429'(S) ON THE REHOBOTH BEACH ROAD AND GO 4.9 MILES TO PAVED ROAD TO
 HU1429'THE LEFT TURN LEFT AND FOLLOW THIS ROAD 1.6 MILES TO GRAVEL ROAD
 HU1429'TO THE RIGHT (SIGN READING PRIME HOOK NECK), TURN RIGHT FOR 1.8
 HU1429'MILES TO T-INTERSECTION, HERE TURN LEFT AND GO 0.4 MILE TO A
 HU1429'POINT WHERE THE GRAVEL MAKES A SHARP RIGHT TURN AND A DIRT ROAD
 HU1429'CONTINUES STRAIGHT AHEAD, GO STRAIGHT AHEAD ON THE DIRT
 HU1429'ROAD FOR 2.3 MILES TO THE STATION AND BEACH.  THE STATION IS
 HU1429'ABOUT 245 FEET SW OF THE HIGH WATER MARK.  315 FEET S OF THE
 HU1429'S END OF OLD BULKHEAD PILING.  174 FEET NNE OF A GATE IN
 HU1429'BARBWIRE FENCE.  THE MARK PROJECTS 6 INCHES.
 HU1429
 HU1429                          STATION RECOVERY (1943)
 HU1429
 HU1429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1429'RECOVERED AS DESCRIBED WITH THE FOLLOWING DISCREPANCIES AND
 HU1429'ADDITIONAL INFORMATION--
 HU1429'
 HU1429'THE FENCE HAS BEEN BURNED DOWN AND THE GATE IS NOT IDENTIFIABLE.
 HU1429'
 HU1429'REFERENCE MARK 1 IS 91.93 FEET (28.020 METERS) NW OF THE STATION.
 HU1429'
 HU1429'REFERENCE MARK 2 IS 174.13 FEET (53.075 METERS) S OF THE STATION.
 HU1429'
 HU1429'REFERENCE MARK 1 TO REFERENCE MARK 2 - 221.09 FEET (67.388 METERS).
 HU1429'
 HU1429'THE STATION IS LOCATED 700 FEET NW OF AN ARMY WATCH TOWER, 52.5
 HU1429'METERS N OF THE INTERSECTION OF DIRT ROAD AND A ROAD LEADING
 HU1429'TO THE TOWER, 24 METERS SE OF THE CENTER OF A DIKE CROSSING THE
 HU1429'DRAINAGE DITCH, AND 4 METERS S OF THE S EDGE OF THE
 HU1429'DITCH.  REFERENCE MARK 1 IS 26 METERS E OF THE ROAD INTERSECTION
 HU1429'AND 1.2 METERS N OF THE CENTER OF THE ROAD LEADING TO THE WATCH
 HU1429'TOWER.
 HU1429'
 HU1429'REFERENCE MARK 2 IS 15 METERS SW OF THE CENTER OF THE DIKE ACROSS
 HU1429'THE DRAINAGE DITCH AND 6 METERS S OF THE S EDGE OF THE DITCH.
 HU1429'
 HU1429'ALL MARKS ARE IN GOOD CONDITION.
 HU1429
 HU1429                          STATION RECOVERY (1946)
 HU1429
 HU1429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 HU1429'STATION MARKS AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 HU1429'CONDITION.  DISTANCES WERE MEASURED TO REFERENCE MARKS AND FOUND
 HU1429'TO BE CORRECT.  THE 1933 DESCRIPTION IS ADEQUATE EXCEPT FOR THE
 HU1429'FOLLOWING CHANGES--
 HU1429'
 HU1429'1.  DELETE JUST NW OF THE NW END OF GATE AS THE GATE IS NOW GONE.
 HU1429'
 HU1429'2.  CHANGE GRAVEL TO READ BLACK TOP IN TWO PLACES IN DESCRIPTION
 HU1429'OF THE STATION MARK.
 HU1429'
 HU1429'3.  CHANGE THE STATION IS ABOUT 245 FEET SW OF THE HIGH-WATER
 HU1429'MARK TO THE STATION IS ABOUT 130 FEET SW OF THE HIGH-WATER MARK.
 HU1429'
 HU1429'4.  DELETE 174 FEET NNE OF A GATE IN A BARB-WIRE FENCE AS THIS
 HU1429'IS NOW GONE.
 HU1429'
 HU1429'5.  ADD THE AZIMUTH MARK CANNOT BE SEEN FROM THE GROUND.
 HU1429
 HU1429                          STATION RECOVERY (1962)
 HU1429
 HU1429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKW)
 HU1429'LOST.  THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE NOT
 HU1429'RECOVERED AFTER A TWO-HOUR SEARCH.  THE MARKS ARE BELIEVED TO BE
 HU1429'COVERED-OVER BY SEVERAL FEET OF FILL OR DESTROYED.  THE ROAD HAS
 HU1429'BEEN WIDENED AND THE STATION SITE CHANGED BY LEVELING AND
 HU1429'FILLING.  THE LANDOWNER NEARBY STATES THAT HE HASNT SEEN THE
 HU1429'MARKS FOR A NUMBER OF YEARS.
 HU1429
 HU1429                          STATION RECOVERY (1970)
 HU1429
 HU1429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HU1429'STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT RECOVERED.  A
 HU1429'CONCRETE MONUMENT WITHOUT DISK WAS FOUND LYING ON THE BEACH.  A
 HU1429'MR. KEN BESSINGER OF MILFORD, DELAWARE STATED IN A LETTER THAT
 HU1429'HE HAD FOUND THIS MARK WITH A DISK STAMPED SLAUGHTER 1933.
 HU1429'SEVERAL UNSUCCESSFUL ATTEMPTS WERE MADE TO CONTACT MR. BESSINGER.
 HU1429'
 HU1429'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1429'13 MILES EAST OF MILFORD.
 HU1429
 HU1429                          STATION RECOVERY (1977)
 HU1429
 HU1429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 HU1429'A SEARCH WAS MADE FOR THE STATION AND NO MARKS WERE FOUND.  THE
 HU1429'ENTIRE BEACH IN THE AREA OF THE OLD PILING HAS BEEN WASHED
 HU1429'AWAY.  THIS STATION WAS PREVIOUSLY REPORTED DESTROYED BY J.K.W. IN
 HU1429'1962, HOWEVER DUE TO A REPORT OF A MARKER LAYING ON THE BEACH IN
 HU1429'1968, ANOTHER SEARCH WAS MADE.  IT IS NEARLY CERTAIN THAT THE
 HU1429'STATION AND ALL MARKS ARE DESTROYED.
 HU1429'
 HU1429'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1429'AT FOWLERS BEACH.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1434 ***********************************************************************
 HU1434  DESIGNATION -  SLAW
 HU1434  PID         -  HU1434
 HU1434  STATE/COUNTY-  DE/SUSSEX
 HU1434  COUNTRY     -  US
 HU1434  USGS QUAD   -  MISPILLION RIVER (2016)
 HU1434
 HU1434                         *CURRENT SURVEY CONTROL
 HU1434  ______________________________________________________________________
 HU1434* NAD 83(1991) POSITION- 38 55 20.46779(N) 075 18 41.17774(W)   ADJUSTED
 HU1434* NAVD 88 ORTHO HEIGHT -     2.2   (meters)        7.    (feet) VERTCON3
 HU1434  ______________________________________________________________________
 HU1434  GEOID HEIGHT    -        -35.346 (meters)                     GEOID18
 HU1434  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 HU1434  HORZ ORDER      -  SECOND
 HU1434
 HU1434.The horizontal coordinates were established by classical geodetic methods
 HU1434.and adjusted by the National Geodetic Survey in January 1992.
 HU1434
 HU1434.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1434
 HU1434.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1434.GEOID18 height accuracy estimate available here.
 HU1434
 HU1434.Click photographs - Photos may exist for this station.
 HU1434
 HU1434.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1434
 HU1434. The following values were computed from the NAD 83(1991) position.
 HU1434
 HU1434;                    North         East     Units Scale Factor Converg.
 HU1434;SPC DE       -   102,390.664   209,125.469   MT  0.99999602   +0 03 58.0
 HU1434;SPC DE       -   335,926.70    686,105.81   sFT  0.99999602   +0 03 58.0
 HU1434;UTM  18      - 4,308,206.075   473,002.536   MT  0.99960897   -0 11 44.4
 HU1434
 HU1434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1434!SPC DE       -   1.00000521  x   0.99999602  =   1.00000123
 HU1434!UTM  18      -   1.00000521  x   0.99960897  =   0.99961418
 HU1434
 HU1434:                Primary Azimuth Mark                     Grid Az
 HU1434:SPC DE       -  TOUGH                                    141 12 02.9
 HU1434:UTM  18      -  TOUGH                                    141 27 45.3
 HU1434
 HU1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7300208206(NAD 83)
 HU1434
 HU1434|---------------------------------------------------------------------|
 HU1434| PID    Reference Object                     Distance      Geod. Az  |
 HU1434|                                                           dddmmss.s |
 HU1434| HU1433 TOUGH                               APPROX. 4.7 KM 1411600.9 |
 HU1434|---------------------------------------------------------------------|
 HU1434
 HU1434                          SUPERSEDED SURVEY CONTROL
 HU1434
 HU1434  NAD 83(1986)-  38 55 20.45688(N)    075 18 41.18468(W) AD(       ) 2
 HU1434  NAD 27      -  38 55 20.05644(N)    075 18 42.49934(W) AD(       ) 2
 HU1434  NGVD 29 (07/19/86)    2.4    (m)            8.     (f) VERT ANG       
 HU1434
 HU1434.Superseded values are not recommended for survey control.
 HU1434
 HU1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1434.See file dsdata.pdf to determine how the superseded data were derived.
 HU1434
 HU1434_MARKER: DT = TOPOGRAPHIC STATION DISK
 HU1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1434_STAMPING: SLAW 1969
 HU1434_MARK LOGO: CGS
 HU1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1434+STABILITY: SURFACE MOTION
 HU1434
 HU1434  HISTORY     - Date     Condition        Report By
 HU1434  HISTORY     - 1969     MONUMENTED       CGS
 HU1434  HISTORY     - 1980     GOOD             LOCENG
 HU1434  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU1434
 HU1434                          STATION DESCRIPTION
 HU1434
 HU1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JKW)
 HU1434'STATION IS LOCATED ON THE WEST SIDE OF THE DELAWARE BAY AT
 HU1434'THE NORTH END OF SLAUGHTER BEACH, ABOUT 1.8 MILES SOUTH OF
 HU1434'THE OLD MISPILLION LIGHT, 1.2 MILES SOUTHEAST OF THE BRIDGE
 HU1434'AT CEDAR BEACH, AND 0.7 MILE NORTHWEST OF MAIN T INTERSECTION
 HU1434'AT SLAUGHTER BEACH.  IT IS 154.6 FEET NORTHEAST OF CENTERLINE
 HU1434'OF ROAD, 150.0 FEET SOUTHWEST OF MEAN HIGH - WATER LINE, 63.4
 HU1434'FEET NORTH-NORTHEAST OF NORTHWEST CORNER OF A BROWN TWO-STORY
 HU1434'UNPAINTED HOUSE, AND 41.1 FEET NORTH OF NORTHEAST CORNER OF
 HU1434'HOUSE.  STATION IS MARKED BY A STANDARD TOPOGRAPHIC DISK,
 HU1434'STAMPED SLAW 1969, SET IN TOP OF A 8 INCH ROUND CONCRETE
 HU1434'MONUMENT WHICH PROJECTS 0.2 FEET.
 HU1434'
 HU1434'REFERENCE MARK 1 IS 85.5 FEET NORTHWEST OF A TEN INCH CEDAR
 HU1434'TREE, 75.0 FEET WEST OF SOUTHWEST CORNER OF HOUSE, 69.5 FEET
 HU1434'WEST-SOUTHWEST OF HOUSE, 32.5 FEET NORTHEAST OF CENTERLINE OF
 HU1434'ROAD, AND 6.0 FEET SOUTHEAST OF A UTILITY POLE.  IT IS A
 HU1434'STANDARD REFERENCE MARK DISK, STAMPED SLAW NO 1 1969, SET IN
 HU1434'TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 HU1434'THE GROUND.
 HU1434
 HU1434                          STATION RECOVERY (1980)
 HU1434
 HU1434'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (WW)
 HU1434'RECOVERED BY VANDEMARK AND LYNCH INC.
 HU1434'
 HU1434'SLAW 1969 RECOVERED GOOD.
 HU1434'
 HU1434'SLAW NO 1 - 1969 RECOVERED GOOD.
 HU1434'
 HU1434'STATION AND REFERENCE MARK ADEQUATLY DESCRIBED.
 HU1434
 HU1434                          STATION RECOVERY (2012)
 HU1434
 HU1434'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU1434'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DI0961 ***********************************************************************
 DI0961  DESIGNATION -  SMITH
 DI0961  PID         -  DI0961
 DI0961  STATE/COUNTY-  DE/SUSSEX
 DI0961  COUNTRY     -  US
 DI0961  USGS QUAD   -  CAPE HENLOPEN (2016)
 DI0961
 DI0961                         *CURRENT SURVEY CONTROL
 DI0961  ______________________________________________________________________
 DI0961* NAD 83(2011) POSITION- 38 46 55.15522(N) 075 06 14.35648(W)   ADJUSTED
 DI0961* NAD 83(2011) ELLIP HT-   -34.045 (meters)        (06/27/12)   ADJUSTED
 DI0961* NAD 83(2011) EPOCH   -  2010.00
 DI0961* NAVD 88 ORTHO HEIGHT -     1.567 (meters)        5.14  (feet) ADJUSTED
 DI0961  ______________________________________________________________________
 DI0961  GEOID HEIGHT    -        -35.627 (meters)                     GEOID18
 DI0961  NAD 83(2011) X  -  1,279,799.711 (meters)                     COMP
 DI0961  NAD 83(2011) Y  - -4,811,188.516 (meters)                     COMP
 DI0961  NAD 83(2011) Z  -  3,973,458.045 (meters)                     COMP
 DI0961  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 DI0961  DYNAMIC HEIGHT  -          1.567 (meters)        5.14  (feet) COMP
 DI0961  MODELED GRAVITY -    980,039.9   (mgal)                       NAVD 88
 DI0961
 DI0961  VERT ORDER      -  SECOND    CLASS II
 DI0961
 DI0961  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0961  Standards:
 DI0961         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0961            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0961  -------------------------------------------------------------------
 DI0961  NETWORK    0.76   1.06           0.34   0.27   0.54     -0.09824740
 DI0961  -------------------------------------------------------------------
 DI0961  Click here for local accuracies and other accuracy information.
 DI0961
 DI0961.The horizontal coordinates were established by GPS observations
 DI0961.and adjusted by the National Geodetic Survey in June 2012.
 DI0961
 DI0961.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0961.been affixed to the stable North American tectonic plate. See 
 DI0961.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0961
 DI0961.The horizontal coordinates are valid at the epoch date displayed above
 DI0961.which is a decimal equivalence of Year/Month/Day.
 DI0961
 DI0961.The orthometric height was determined by differential leveling and
 DI0961.adjusted by the NATIONAL GEODETIC SURVEY
 DI0961.in September 2008.
 DI0961
 DI0961.No vertical observational check was made to the station.
 DI0961
 DI0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0961.GEOID18 height accuracy estimate available here.
 DI0961
 DI0961.Click photographs - Photos may exist for this station.
 DI0961
 DI0961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0961
 DI0961.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0961
 DI0961.The ellipsoidal height was determined by GPS observations
 DI0961.and is referenced to NAD 83.
 DI0961
 DI0961.The dynamic height is computed by dividing the NAVD 88
 DI0961.geopotential number by the normal gravity value computed on the
 DI0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0961.degrees latitude (g = 980.6199 gals.).
 DI0961
 DI0961.The modeled gravity was interpolated from observed gravity values.
 DI0961
 DI0961. The following values were computed from the NAD 83(2011) position.
 DI0961
 DI0961;                    North         East     Units Scale Factor Converg.
 DI0961;SPC DE       -    86,849.664   227,169.054   MT  1.00000409   +0 11 45.1
 DI0961;SPC DE       -   284,939.27    745,303.80   sFT  1.00000409   +0 11 45.1
 DI0961;UTM  18      - 4,292,589.095   490,967.936   MT  0.99960100   -0 03 54.5
 DI0961
 DI0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0961!SPC DE       -   1.00000534  x   1.00000409  =   1.00000943
 DI0961!UTM  18      -   1.00000534  x   0.99960100  =   0.99960634
 DI0961
 DI0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9096792589(NAD 83)
 DI0961
 DI0961                          SUPERSEDED SURVEY CONTROL
 DI0961
 DI0961  NAD 83(2007)-  38 46 55.15562(N)    075 06 14.35759(W) AD(2002.00) B
 DI0961  ELLIP H (04/30/09)  -34.001  (m)                       GP(2002.00) 4 2
 DI0961  NAD 83(1991)-  38 46 55.15560(N)    075 06 14.35744(W) AD(       ) B
 DI0961  ELLIP H (08/09/06)  -34.014  (m)                       GP(       ) 4 2
 DI0961  NAVD 88 (08/09/06)    1.6    (m)  GEOID03  model used  GPS OBS        
 DI0961
 DI0961.Superseded values are not recommended for survey control.
 DI0961
 DI0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0961.See file dsdata.pdf to determine how the superseded data were derived.
 DI0961
 DI0961_MARKER: DD = SURVEY DISK
 DI0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0961_STAMPING: SMITH 2005
 DI0961_MARK LOGO: NONE
 DI0961_PROJECTION: FLUSH
 DI0961_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0961+STABILITY: SURFACE MOTION
 DI0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0961+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2014
 DI0961
 DI0961  HISTORY     - Date     Condition        Report By
 DI0961  HISTORY     - 20050110 MONUMENTED       DE0280
 DI0961  HISTORY     - 20080705 GOOD             DEDT
 DI0961  HISTORY     - 20120210 GOOD             DELCOS
 DI0961  HISTORY     - 20140917 GOOD             BASE9
 DI0961
 DI0961                          STATION DESCRIPTION
 DI0961
 DI0961'DESCRIBED BY CITY OF LEWES DELAWARE 2005 (AWR)
 DI0961'THE STATION IS LOCATED IN LEWES, 1.93 MI (3.11 KM) NORTHEAST OF THE
 DI0961'MAIN POST OFFICE, 0.79 MI  (1.27 KM) EAST OF THE DELAWARE RIVER AND
 DI0961'BAY AUTHORITY FERRY TERMINAL, AND 2.19 MI (3.52  KM) EAST-NORTHEAST OF
 DI0961'THE BEEBE MEDICAL CENTER.  THE STATION IS LOCATED ON DELAWARE
 DI0961'DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY.
 DI0961'
 DI0961'TO REACH THE STATION FROM THE MAIN POST OFFICE IN LEWES, PROCEED 285
 DI0961'FEET (86.87 M)  SOUTHEAST ON FRONT STREET TO THE INTERSECTION OF
 DI0961'SAVANNAH ROAD, THEN PROCEED 0.50 MI  (0.80 KM) NORTHEAST ON SAVANNAH
 DI0961'ROAD TO THE INTERSECTION OF CAPE HENLOPEN DRIVE,  THEN PROCEED 1.54 MI
 DI0961'(2.48 KM) EAST ON CAPE HENLOPEN DRIVE TO STATION ON RIGHT.
 DI0961'
 DI0961'THE STATION IS 32.4 FEET (9.88 M) SOUTH OF THE CENTERLINE OF CAPE
 DI0961'HENLOPEN DRIVE, 43 FT (13.11  M) NORTH OF THE NORTHEASTERLY FENCE
 DI0961'CORNER POST OF A FENCE SURROUNDING THE  S.P.I. PHARMACEUTICAL PLANT,
 DI0961'AND 62.7 FT (19.1 M) SOUTH OF A CHISELED SQUARE IN THE  CONCRETE CURB
 DI0961'ON THE EAST SIDE OF CAPE SHORE DRIVE.  THE STATION IS A CENTER PUNCHED
 DI0961'BRONZE DISK SET IN THE TOP OF A 1 FOOT (30 CM) DIAMETER CONCRETE POST.
 DI0961
 DI0961                          STATION RECOVERY (2008)
 DI0961
 DI0961'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 DI0961'RECOVERED IN GOOD CONDITION.
 DI0961
 DI0961                          STATION RECOVERY (2012)
 DI0961
 DI0961'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DI0961'RECOVERED IN GOOD CONDITION.
 DI0961
 DI0961                          STATION RECOVERY (2014)
 DI0961
 DI0961'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2014 (DRD)
 DI0961'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3428 ***********************************************************************
 JU3428  DESIGNATION -  SMYRNA ME CHURCH SPIRE
 JU3428  PID         -  JU3428
 JU3428  STATE/COUNTY-  DE/KENT
 JU3428  COUNTRY     -  US
 JU3428  USGS QUAD   -  SMYRNA (2016)
 JU3428
 JU3428                         *CURRENT SURVEY CONTROL
 JU3428  ______________________________________________________________________
 JU3428* NAD 83(1991) POSITION- 39 18 03.83837(N) 075 36 29.82741(W)   ADJUSTED
 JU3428  ______________________________________________________________________
 JU3428  GEOID HEIGHT    -        -33.855 (meters)                     GEOID18
 JU3428  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC18
 JU3428  HORZ ORDER      -  THIRD
 JU3428
 JU3428.The horizontal coordinates were established by classical geodetic methods
 JU3428.and adjusted by the National Geodetic Survey in January 1992.
 JU3428
 JU3428.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3428.GEOID18 height accuracy estimate available here.
 JU3428
 JU3428.Click photographs - Photos may exist for this station.
 JU3428
 JU3428.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3428
 JU3428. The following values were computed from the NAD 83(1991) position.
 JU3428
 JU3428;                    North         East     Units Scale Factor Converg.
 JU3428;SPC DE       -   144,446.626   183,471.410   MT  0.99999836   -0 07 16.9
 JU3428;SPC DE       -   473,905.31    601,939.12   sFT  0.99999836   -0 07 16.9
 JU3428;UTM  18      - 4,350,363.439   447,551.251   MT  0.99963387   -0 23 07.1
 JU3428
 JU3428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4755150363(NAD 83)
 JU3428
 JU3428                          SUPERSEDED SURVEY CONTROL
 JU3428
 JU3428  NAD 83(1986)-  39 18 03.82825(N)    075 36 29.83943(W) AD(       ) 3
 JU3428  NAD 27      -  39 18 03.42000(N)    075 36 31.09000(W) AD(       ) 3
 JU3428  USSD        -  39 18 03.83400(N)    075 36 30.91800(W) AD(       ) 3
 JU3428
 JU3428.Superseded values are not recommended for survey control.
 JU3428
 JU3428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3428.See file dsdata.pdf to determine how the superseded data were derived.
 JU3428
 JU3428_MARKER: 90 = CHURCH SPIRE
 JU3428
 JU3428  HISTORY     - Date     Condition        Report By
 JU3428  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3428  HISTORY     - 1946     GOOD             CGS
 JU3428  HISTORY     - 19971220 GOOD             USPSQD
 JU3428
 JU3428                          STATION DESCRIPTION
 JU3428
 JU3428'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3428'STATION IS NEAR MOUNT VERNON AND MARKET STREETS INTERSECTION.  IS
 JU3428'100 FEET W OF MARKET STREET AND 20 FEET W OF MARKET STREETS.*
 JU3428'
 JU3428'SPIRE IS SLIM WITH A BALL ABOUT HALFWAY DOWN SPIRE.  BOTH SPIRE
 JU3428'AND BALL ARE BRONZE.  CHURCH IS BUILT OF BRICK, (RED).  SPIRE
 JU3428'IS 100 FEET ABOVE STREET LEVEL.
 JU3428'
 JU3428'*OFFICE STATEMENT--ONE OF THESE DISTANCES IS INCORRECT.
 JU3428
 JU3428                          STATION RECOVERY (1946)
 JU3428
 JU3428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3428'THE 1933 DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING
 JU3428'CHANGE--
 JU3428'
 JU3428'IT IS 100 FEET W OF MARKET STREET AND ON MT. VERNON STREET.
 JU3428
 JU3428                          STATION RECOVERY (1997)
 JU3428
 JU3428'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU3428'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2807 ***********************************************************************
 HU2807  DESIGNATION -  SOUTH JETTY
 HU2807  PID         -  HU2807
 HU2807  STATE/COUNTY-  DE/SUSSEX
 HU2807  COUNTRY     -  US
 HU2807  USGS QUAD   -  MISPILLION RIVER (2016)
 HU2807
 HU2807                         *CURRENT SURVEY CONTROL
 HU2807  ______________________________________________________________________
 HU2807* NAD 83(1991) POSITION- 38 56 11.70788(N) 075 17 53.58199(W)   ADJUSTED
 HU2807* NAVD 88 ORTHO HEIGHT -     8.    (meters)       26.    (feet) VERTCON3
 HU2807  ______________________________________________________________________
 HU2807  GEOID HEIGHT    -        -35.322 (meters)                     GEOID18
 HU2807  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 HU2807  HORZ ORDER      -  THIRD
 HU2807
 HU2807.The horizontal coordinates were established by classical geodetic methods
 HU2807.and adjusted by the National Geodetic Survey in June 1992.
 HU2807
 HU2807.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2807
 HU2807.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2807.GEOID18 height accuracy estimate available here.
 HU2807
 HU2807.Click photographs - Photos may exist for this station.
 HU2807
 HU2807.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2807
 HU2807. The following values were computed from the NAD 83(1991) position.
 HU2807
 HU2807;                    North         East     Units Scale Factor Converg.
 HU2807;SPC DE       -   103,972.167   210,269.953   MT  0.99999630   +0 04 28.0
 HU2807;SPC DE       -   341,115.35    689,860.67   sFT  0.99999630   +0 04 28.0
 HU2807;UTM  18      - 4,309,781.721   474,153.789   MT  0.99960823   -0 11 14.7
 HU2807
 HU2807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2807!SPC DE       -   1.00000425  x   0.99999630  =   1.00000055
 HU2807!UTM  18      -   1.00000425  x   0.99960823  =   0.99961248
 HU2807
 HU2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7415309781(NAD 83)
 HU2807
 HU2807                          SUPERSEDED SURVEY CONTROL
 HU2807
 HU2807  NGVD 29 (06/04/92)    8.     (m)           26.     (f) VERT ANG       
 HU2807
 HU2807.Superseded values are not recommended for survey control.
 HU2807
 HU2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2807.See file dsdata.pdf to determine how the superseded data were derived.
 HU2807
 HU2807_MARKER: Z = SEE DESCRIPTION
 HU2807_SETTING: 0 = UNSPECIFIED SETTING
 HU2807_MARK LOGO: NOS
 HU2807_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU2807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2807+SATELLITE: SATELLITE OBSERVATIONS - 1983
 HU2807
 HU2807  HISTORY     - Date     Condition        Report By
 HU2807  HISTORY     - 1983     MONUMENTED       NOS
 HU2807
 HU2807                          STATION DESCRIPTION
 HU2807
 HU2807'DESCRIBED BY NATIONAL OCEAN SERVICE 1983
 HU2807'THE STATION IS LOCATED AT THE OFFSHORE END OF THE S MISPILLION JETTY
 HU2807'ABOUT 6.3 MI ENE OF THE TOWN OF MILFORD, DELAWARE.
 HU2807'TO REACH STATION PROCEED BY BOAT, LAND AT THE STEEL LADDER NEAR THE NE
 HU2807'SIDE OF THE STRUCTURE.
 HU2807'STATION IS A 5/8-INCH DIA HOLE ON A WOODEN PLATFORM ON THE N CORNER OF
 HU2807'THE 5 FT X 5 FT X 30 FT STEEL TOWER (5 SECTIONS TOWER) OF THE
 HU2807'MISPILLION S JETTY LT 1.  IT IS 6.5 INCHES ON EACH SIDE OF THE NW AND
 HU2807'NE SIDE OF THE TOWER, 1.38 M (4.5 FT) NE FROM THE W CORNER OF THE
 HU2807'STEEL TOWER, 1.68 M (5.5 FT) N FROM THE LIGHT BRACKET OF MISPILLION S
 HU2807'JETTY LT 1.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1476 ***********************************************************************
 JU1476  DESIGNATION -  SPOIL
 JU1476  PID         -  JU1476
 JU1476  STATE/COUNTY-  DE/NEW CASTLE
 JU1476  COUNTRY     -  US
 JU1476  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1476
 JU1476                         *CURRENT SURVEY CONTROL
 JU1476  ______________________________________________________________________
 JU1476* NAD 83(1991) POSITION- 39 43 42.40924(N) 075 31 18.29200(W)   ADJUSTED
 JU1476* NAVD 88 ORTHO HEIGHT -     4.792 (meters)       15.72  (feet) POSTED
 JU1476  ______________________________________________________________________
 JU1476  GEOID HEIGHT    -        -32.992 (meters)                     GEOID18
 JU1476  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 JU1476  DYNAMIC HEIGHT  -          4.79  (meters)       15.7   (feet) COMP
 JU1476  MODELED GRAVITY -    980,174.5   (mgal)                       NAVD 88
 JU1476
 JU1476  HORZ ORDER      -  THIRD
 JU1476  VERT ORDER      -  * POSTED, SEE BELOW
 JU1476
 JU1476.The horizontal coordinates were established by classical geodetic methods
 JU1476.and adjusted by the National Geodetic Survey in January 1992.
 JU1476
 JU1476.The orthometric height was determined by differential leveling
 JU1476.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU1476
 JU1476.* This is a POSTED BENCH MARK height.
 JU1476
 JU1476.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1476.GEOID18 height accuracy estimate available here.
 JU1476
 JU1476.Click photographs - Photos may exist for this station.
 JU1476
 JU1476.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1476
 JU1476.The dynamic height is computed by dividing the NAVD 88
 JU1476.geopotential number by the normal gravity value computed on the
 JU1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1476.degrees latitude (g = 980.6199 gals.).
 JU1476
 JU1476.The modeled gravity was interpolated from observed gravity values.
 JU1476
 JU1476. The following values were computed from the NAD 83(1991) position.
 JU1476
 JU1476;                    North         East     Units Scale Factor Converg.
 JU1476;SPC DE       -   191,884.254   190,991.319   MT  0.99999600   -0 04 01.8
 JU1476;SPC DE       -   629,540.26    626,610.69   sFT  0.99999600   -0 04 01.8
 JU1476;SPC NJ       -    99,865.531    62,412.279   MT  0.99999442   -0 39 11.1
 JU1476;SPC NJ       -   327,642.16    204,764.29   sFT  0.99999442   -0 39 11.1
 JU1476;UTM  18      - 4,397,748.321   455,287.736   MT  0.99962461   -0 20 00.5
 JU1476
 JU1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1476!SPC DE       -   1.00000442  x   0.99999600  =   1.00000042
 JU1476!SPC NJ       -   1.00000442  x   0.99999442  =   0.99999884
 JU1476!UTM  18      -   1.00000442  x   0.99962461  =   0.99962903
 JU1476
 JU1476:                Primary Azimuth Mark                     Grid Az
 JU1476:SPC DE       -  SPOIL AZ MK                              164 34 43.5
 JU1476:SPC NJ       -  SPOIL AZ MK                              165 09 52.8
 JU1476:UTM  18      -  SPOIL AZ MK                              164 50 42.2
 JU1476
 JU1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5528797748(NAD 83)
 JU1476
 JU1476|---------------------------------------------------------------------|
 JU1476| PID    Reference Object                     Distance      Geod. Az  |
 JU1476|                                                           dddmmss.s |
 JU1476| JU1477 SPOIL RM 1                           10.297 METERS 03210     |
 JU1476| CB3069 SPOIL RM 2                           12.155 METERS 12556     |
 JU1476| CB3068 SPOIL AZ MK                                        1643041.7 |
 JU1476| JU3727 WILMINGTON PYRITES CO N STACK       APPROX. 1.2 KM 2304001.5 |
 JU1476|---------------------------------------------------------------------|
 JU1476
 JU1476                          SUPERSEDED SURVEY CONTROL
 JU1476
 JU1476  NAD 83(1986)-  39 43 42.40414(N)    075 31 18.29782(W) AD(       ) 3
 JU1476  NAD 27      -  39 43 41.99490(N)    075 31 19.58470(W) AD(       ) 3
 JU1476  NGVD 29               5.16   (m)           16.9    (f) LEVELING    3  
 JU1476  NGVD 29 (11/26/84)    5.155  (m)           16.91   (f) ADJUSTED    2 0
 JU1476
 JU1476.Superseded values are not recommended for survey control.
 JU1476
 JU1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1476.See file dsdata.pdf to determine how the superseded data were derived.
 JU1476
 JU1476_MARKER: DS = TRIANGULATION STATION DISK
 JU1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1476_STAMPING: SPOIL 1958
 JU1476_MARK LOGO: CGS
 JU1476_PROJECTION: FLUSH
 JU1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1476+STABILITY: SURFACE MOTION
 JU1476
 JU1476  HISTORY     - Date     Condition        Report By
 JU1476  HISTORY     - 1958     MONUMENTED       CGS
 JU1476  HISTORY     - 1965     GOOD             CGS
 JU1476  HISTORY     - 1965     GOOD             CGS
 JU1476  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1476
 JU1476                          STATION DESCRIPTION
 JU1476
 JU1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 JU1476'THE STATION IS LOCATED ON CHERRY ISLAND AND NEAR A
 JU1476'DIKE, ABOUT 1.3 MILES SOUTHEAST OF THE POST OFFICE IN WILMINGTON,
 JU1476'AND ABOUT 1.0 MILE NORTHWEST OF WHERE THE
 JU1476'CHRISTIANA RIVER RUNS INTO THE DELAWARE RIVER.  IT IS 56 FEET
 JU1476'WEST OF THE TOP OF THE DIKE, 53 FEET NORTHEAST OF THE CENTER
 JU1476'OF A GRAVELED ROAD, 18 FEET NORTHWEST OF THE ROAD LEADING TO
 JU1476'THE DIKE AND 4 FEET SOUTH-SOUTHEAST OF A WHITE WITNESS POST.
 JU1476'
 JU1476'TO REACH THE STATION FROM THE POST OFFICE IN WILMINGTON AT
 JU1476'THE INTERSECTION OF 11TH STREET AND MARKET STREET.  GO SOUTH
 JU1476'ON MARKET STREET FOR 0.3 MILE TO THE INTERSECTION OF 7TH
 JU1476'STREET AND MARKET STREET.  TURN LEFT ON 7TH STREET AND GO
 JU1476'EASTERLY FOR 1.25 MILES TO THE BRIDGE OVER THE BRANDYWINE
 JU1476'RIVER.  CROSS OVER THE BRIDGE AND CONTINUE EASTERLY ON A
 JU1476'GRAVELED ROAD FOR 0.15 MILE TO FIVE SETS OF RAILROAD
 JU1476'TRACKS.  CROSS THE TRACKS AND CONTINUE EASTERLY ON THE
 JU1476'GRAVELED ROAD FOR 0.3 MILE TO A FORK*.  TAKE THE RIGHT FORK
 JU1476'AND GO 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT, WEST, SIDE
 JU1476'OF THE ROAD.
 JU1476'
 JU1476'*CONTINUE EAST ON THE GRAVELED ROAD FOR 0.1 MILE TO A SIDE
 JU1476'ROAD AND THE STATION ON THE LEFT AS DESCRIBED.
 JU1476'
 JU1476'THE STATION MARK IS A STANDARD DISK, STAMPED SPOIL 1958, SET
 JU1476'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 JU1476'SURFACE OF THE GROUND.
 JU1476'
 JU1476'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED SPOIL NO
 JU1476'1 1958, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 JU1476'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 30 FEET
 JU1476'NORTH OF THE CENTER OF THE ROAD LEADING TO THE DIKE.
 JU1476'
 JU1476'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED SPOIL NO 2
 JU1476'1958, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 JU1476'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 49 FEET NORTHEAST
 JU1476'OF THE CENTER OF A GRAVELED ROAD AND 19 FEET SOUTHEAST OF THE
 JU1476'CENTER OF THE ROAD LEADING TO THE DIKE.
 JU1476'
 JU1476'THE AZIMUTH MARK, A STANDARD DISK STAMPED SPOIL 1958, IS SET
 JU1476'IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 JU1476'THE SURFACE OF THE GROUND.  IT IS 18 FEET NORTH OF THE CENTER
 JU1476'OF A TRACK ROAD AND 2 FEET WEST OF A WHITE WITNESS POST.
 JU1476
 JU1476                          STATION RECOVERY (1965)
 JU1476
 JU1476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JB)
 JU1476'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 JU1476'CONDITION.  REFERENCE MARK NO. 2 WAS FOUND IN A HORIZONTAL
 JU1476'POSITION, HAVING BEEN DOZED OUT OF THE GROUND.
 JU1476'
 JU1476'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  THERE ARE
 JU1476'SIGNS OF DOZER WORK IN THE AREA AND THE MARK HAS PROBABLY
 JU1476'BEEN DESTROYED.
 JU1476'
 JU1476'THE ORIGINAL DESCRIPTION IS INADEQUATE.  A COMPLETE NEW ONE
 JU1476'FOLLOWS.
 JU1476'
 JU1476'THE STATION IS LOCATED ON CHERRY ISLAND, ABOUT 1-1/2 MILES
 JU1476'SOUTHEAST OF THE WILMINGTON POST OFFICE, 1/2 MILE
 JU1476'EAST-SOUTHEAST OF THE OLD ABANDONED 7TH STREET BRIDGE ACROSS
 JU1476'THE CHRISTIANA RIVER, APPROXIMATELY 100 YARDS NORTHWEST OF
 JU1476'THE REMAINS OF AN OLD BASEMENT AND ABOUT 150 FEET EAST OF AN
 JU1476'INTERSECTION OF DIRT ROADS.  IT IS 73 FEET WEST OF THE TOP OF
 JU1476'A LARGE DIKE, AT A SHARP TURN IN THE DIKE, 75 FEET SOUTHEAST
 JU1476'OF A 6-INCH IRON PIPE FILLED WITH CONCRETE AND PROJECTING
 JU1476'ABOUT 2 FEET.  50 FEET NORTHEAST OF THE APPROXIMATE
 JU1476'CENTERLINE OF A TRACK ROAD WHICH LEADS TO THE DIKE, 4.3 FEET
 JU1476'SOUTHEAST OF A CHARRED 4X4-INCH WITNESS POST AND 1/2 FOOT
 JU1476'NORTHWEST OF A STEEL WITNESS POST.  THE MONUMENT IS FLUSH
 JU1476'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 JU1476'SPOIL 1958.
 JU1476'
 JU1476'REFERENCE MARK NO. 1 IS 33.78 FEET NORTH-NORTHEAST OF THE
 JU1476'STATION, 78 FEET EAST-SOUTHEAST OF THE CONCRETE FILLED 6-INCH
 JU1476'IRON PIPE AND 16 FEET WEST OF THE BASE OF THE DIKE.  THE
 JU1476'MONUMENT IS 6 INCHES UNDERGROUND AND THE DISK IS STAMPED
 JU1476'SPOIL NO 1 1958.
 JU1476'
 JU1476'TO REACH THE STATION FROM THE OVERPASS AT THE INTERSECTION
 JU1476'OF EDGEMOOR ROAD WITH U.S. HIGHWAY 13 A (GOVERNOR PRINTZ
 JU1476'BLVD.), GO SOUTHEAST ON EDGEMOOR ROAD FOR 0.15 MILE TO A
 JU1476'CROSSROAD AT THE ENTRANCE TO DUPONT EDGE MOORE PLANT.  TURN
 JU1476'RIGHT AND GO SOUTHWEST AS PER SIGN SEWAGE TREATMENT PLANT FOR
 JU1476'0.95 MILE TO A SIDEROAD RIGHT AT THE SOUTHWEST END OF A
 JU1476'CONCRETE BRIDGE.  TURN RIGHT AND GO NORTHWEST AND WESTERLY
 JU1476'ON A GRAVELED ROAD FOR 0.25 MILE TO A FORK.  KEEP
 JU1476'LEFT, STRAIGHT AHEAD, SOUTHWEST, ON A NARROW DIRT ROAD FOR
 JU1476'0.25 MILE TO A FORK.  BEAR RIGHT AND GO NORTHWEST FOR A
 JU1476'SHORT DISTANCE.  THENCE WEST-SOUTHWEST ON A ROAD BETWEEN
 JU1476'TWIN POWERLINE POLES FOR 0.65 MILE TO A T-ROAD (ABOUT
 JU1476'130 FEET EAST OF A RAILROAD CROSSING).  TURN LEFT AND GO
 JU1476'EAST-SOUTHEAST ON A DIRT ROAD FOR 0.35 MILE TO A SIDEROAD
 JU1476'RIGHT.  KEEP LEFT, STRAIGHT AHEAD, FOR APPROXIMATELY
 JU1476'150 FEET TO THE STATION ON THE LEFT ON A LOW BANK.
 JU1476
 JU1476                          STATION RECOVERY (1965)
 JU1476
 JU1476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JU1476'0.5 MI ESE FROM WILMINGTON.
 JU1476'0.15 MILE SOUTHEAST ALONG EDGEMOOR ROAD TO A CROSSROAD AT THE
 JU1476'DUPONT EDGE MOORE PLANT.  TURN RIGHT AND GO SOUTHWEST ON THE
 JU1476'SEWAGE PLANT ROAD FOR 0.95 MILE TO A SIDEROAD RIGHT, AT THE
 JU1476'SOUTHWEST END OF A CONCRETE BRIDGE.  TURN RIGHT AND GO NORTHWEST
 JU1476'AND WESTERLY ON A GRAVELED ROAD FOR 0.25 MILE TO A FORK.  KEEP
 JU1476'LEFT, STRAIGHT AHEAD, SOUTHWEST, ON A NARROW DIRT ROAD FOR 0.25
 JU1476'MILE TO A FORK.  BEAR RIGHT, NORTHWEST, FOR ABOUT 0.05 MILE,
 JU1476'THENCE WEST-SOUTHWEST ON A CINDERED ROAD, BETWEEN POWERLINE
 JU1476'POLES, FOR 0.65 MILE TO A T-ROAD (ABOUT 130 FEET EAST OF A RR
 JU1476'CROSSING).  TURN LEFT AND GO EAST-SOUTHEAST ON A DIRT ROAD FOR
 JU1476'0.35 MILE TO A SIDEROAD RIGHT.  KEEP LEFT, STRAIGHT AHEAD, FOR
 JU1476'APPROXIMATELY 150 FEET TO THE MARK ON THE LEFT, ON A LOW BANK.
 JU1476'IT IS ON CHERRY ISLAND ABOUT 1/2 MILE EAST-SOUTHEAST OF THE OLD
 JU1476'ABANDONED 7TH STREET BRIDGE, APPROXIMATELY 100 YARDS NORTHWEST
 JU1476'OF THE REMAINS OF AN OLD BASEMENT, 73 FEET WEST OF THE TOP OF A
 JU1476'LARGE DIKE, 75 FEET SOUTHEAST OF A CONCRETE FILLED 6-INCH IRON
 JU1476'PIPE, PROJECTING 2 FEET, 50 FEET NORTHEAST OF THE APPROXIMATE
 JU1476'CENTERLINE OF DIRT ROAD, 1/2 FOOT NORTHWEST OF A STEEL WITNESS
 JU1476'POST AND IS SET IN THE TOP OF A CONCRETE POST SET FLUSH WITH THE
 JU1476'GROUND.  NOTE-- THE PERMANENT CLOSING OF THE 7TH STREET BRIDGE
 JU1476'MAKES A MORE CIRCUITOUS ROUTE NECESSARY.
 JU1476
 JU1476                          STATION RECOVERY (1981)
 JU1476
 JU1476'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1476'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1477 ***********************************************************************
 JU1477  DESIGNATION -  SPOIL RM 1
 JU1477  PID         -  JU1477
 JU1477  STATE/COUNTY-  DE/NEW CASTLE
 JU1477  COUNTRY     -  US
 JU1477  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1477
 JU1477                         *CURRENT SURVEY CONTROL
 JU1477  ______________________________________________________________________
 JU1477* NAD 83(1986) POSITION- 39 43 42.69   (N) 075 31 18.06   (W)   HD_HELD1
 JU1477* NAVD 88 ORTHO HEIGHT -     4.594 (meters)       15.07  (feet) POSTED
 JU1477  ______________________________________________________________________
 JU1477  GEOID HEIGHT    -        -32.992 (meters)                     GEOID18
 JU1477  DYNAMIC HEIGHT  -          4.59  (meters)       15.1   (feet) COMP
 JU1477  MODELED GRAVITY -    980,174.5   (mgal)                       NAVD 88
 JU1477
 JU1477  VERT ORDER      -  * POSTED, SEE BELOW
 JU1477
 JU1477.The horizontal coordinates were determined by differentially corrected
 JU1477.hand held GPS observations or other comparable positioning techniques
 JU1477.and have an estimated accuracy of +/- 3 meters.
 JU1477
 JU1477.The orthometric height was determined by differential leveling
 JU1477.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU1477
 JU1477.* This is a POSTED BENCH MARK height.
 JU1477
 JU1477.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1477.GEOID18 height accuracy estimate available here.
 JU1477
 JU1477.Click photographs - Photos may exist for this station.
 JU1477
 JU1477.The dynamic height is computed by dividing the NAVD 88
 JU1477.geopotential number by the normal gravity value computed on the
 JU1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1477.degrees latitude (g = 980.6199 gals.).
 JU1477
 JU1477.The modeled gravity was interpolated from observed gravity values.
 JU1477
 JU1477;                    North         East    Units  Estimated Accuracy
 JU1477;SPC DE       -   191,892.9     190,996.9     MT  (+/- 3 meters HH1 GPS) 
 JU1477
 JU1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5529397756(NAD 83)
 JU1477
 JU1477                          SUPERSEDED SURVEY CONTROL
 JU1477
 JU1477  NGVD 29 (11/26/84)    4.958  (m)           16.27   (f) ADJUSTED    2 0
 JU1477
 JU1477.Superseded values are not recommended for survey control.
 JU1477
 JU1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1477.See file dsdata.pdf to determine how the superseded data were derived.
 JU1477
 JU1477_MARKER: DR = REFERENCE MARK DISK
 JU1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1477_STAMPING: SPOIL NO 1 1958
 JU1477_MARK LOGO: CGS
 JU1477_PROJECTION: FLUSH
 JU1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1477+STABILITY: SURFACE MOTION
 JU1477
 JU1477  HISTORY     - Date     Condition        Report By
 JU1477  HISTORY     - 1958     MONUMENTED       CGS
 JU1477  HISTORY     - 1965     GOOD             CGS
 JU1477  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1477
 JU1477                          STATION DESCRIPTION
 JU1477
 JU1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU1477'0.5 MI ESE FROM WILMINGTON.
 JU1477'33.7 FEET NORTH-NORTHEAST OF TRIANGULATION STATION SPOIL 1958,
 JU1477'DESCRIBED, 78 FEET EAST-SOUTHEAST OF A CONCRETE FILLED 6-INCH
 JU1477'IRON PIPE, PROJECTING 2 FEET, 16 FEET WEST OF THE BASE OF THE
 JU1477'DIKE, 34 1/2 FEET NORTH-NORTHEAST OF A STEEL WITNESS POST AND
 JU1477'SET IN THE TOP OF A CONCRETE POST 6 INCHES BELOW GROUND SURFACE.
 JU1477
 JU1477                          STATION RECOVERY (1981)
 JU1477
 JU1477'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1477'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3805 ***********************************************************************
 JU3805  DESIGNATION -  ST GEORGE
 JU3805  PID         -  JU3805
 JU3805  STATE/COUNTY-  DE/NEW CASTLE
 JU3805  COUNTRY     -  US
 JU3805  USGS QUAD   -  SAINT GEORGES (2016)
 JU3805
 JU3805                         *CURRENT SURVEY CONTROL
 JU3805  ______________________________________________________________________
 JU3805* NAD 83(1991) POSITION- 39 33 11.05553(N) 075 38 54.89719(W)   ADJUSTED
 JU3805* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU3805  ______________________________________________________________________
 JU3805  GEOID HEIGHT    -        -33.324 (meters)                     GEOID18
 JU3805  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC18
 JU3805  HORZ ORDER      -  SECOND
 JU3805
 JU3805.The horizontal coordinates were established by classical geodetic methods
 JU3805.and adjusted by the National Geodetic Survey in January 1992.
 JU3805
 JU3805.The orthometric height was scaled from a topographic map.
 JU3805
 JU3805.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3805.GEOID18 height accuracy estimate available here.
 JU3805
 JU3805.Click photographs - Photos may exist for this station.
 JU3805
 JU3805.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3805
 JU3805. The following values were computed from the NAD 83(1991) position.
 JU3805
 JU3805;                    North         East     Units Scale Factor Converg.
 JU3805;SPC DE       -   172,433.156   180,067.390   MT  0.99999989   -0 08 51.7
 JU3805;SPC DE       -   565,724.45    590,771.10   sFT  0.99999989   -0 08 51.7
 JU3805;SPC NJ       -    80,526.774    51,290.270   MT  1.00001993   -0 43 53.3
 JU3805;SPC NJ       -   264,194.92    168,274.83   sFT  1.00001993   -0 43 53.3
 JU3805;UTM  18      - 4,378,355.225   444,277.717   MT  0.99963823   -0 24 46.9
 JU3805
 JU3805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3805!SPC DE       -   1.00000495  x   0.99999989  =   1.00000484
 JU3805!SPC NJ       -   1.00000495  x   1.00001993  =   1.00002488
 JU3805!UTM  18      -   1.00000495  x   0.99963823  =   0.99964318
 JU3805
 JU3805:                Primary Azimuth Mark                     Grid Az
 JU3805:SPC DE       -  ST GEORGE AZ MK                          011 11 22.9
 JU3805:SPC NJ       -  ST GEORGE AZ MK                          011 46 24.5
 JU3805:UTM  18      -  ST GEORGE AZ MK                          011 27 18.1
 JU3805
 JU3805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4427778355(NAD 83)
 JU3805
 JU3805|---------------------------------------------------------------------|
 JU3805| PID    Reference Object                     Distance      Geod. Az  |
 JU3805|                                                           dddmmss.s |
 JU3805| CB3074 ST GEORGE AZ MK                                    0110231.2 |
 JU3805| JU3769 DELAWARE CITY STANDPIPE             APPROX. 5.3 KM 0630816.7 |
 JU3805| JU3770 DELAWARE CITY CHURCH SPIRE          APPROX. 5.3 KM 0631931.6 |
 JU3805| JU3772 DELAWARE CITY FORT DUPONT TANK      APPROX. 5.7 KM 0733220.9 |
 JU3805| JU3791 REEDY PT CANAL N BREAKWATER LT      APPROX. 7.5 KM 0815900.6 |
 JU3805| JU3773 DELAWARE CITY CANAL BRI N PIER      APPROX. 5.7 KM 0840044.0 |
 JU3805| CB3075 ST GEORGE RM 1                       30.373 METERS 10026     |
 JU3805| JU3788 REEDY ISLAND QUARANTINE STA TK      APPROX. 8.5 KM 1192659.3 |
 JU3805| JU3802 NO H B NEAR ST GEORGE                22.994 METERS 14151     |
 JU3805| CB3076 ST GEORGE RM 2                       19.285 METERS 22825     |
 JU3805| JU3801 EAST BRIDGE SOUTH COUNTERPOISE      APPROX. 4.7 KM 2612440.8 |
 JU3805| JU3794 CENTER DRAWBRIDGE NR ST GEORGE       52.316 METERS 31615     |
 JU3805|---------------------------------------------------------------------|
 JU3805
 JU3805                          SUPERSEDED SURVEY CONTROL
 JU3805
 JU3805  NAD 83(1986)-  39 33 11.04894(N)    075 38 54.90669(W) AD(       ) 2
 JU3805  NAD 27      -  39 33 10.64400(N)    075 38 56.16400(W) AD(       ) 2
 JU3805
 JU3805.Superseded values are not recommended for survey control.
 JU3805
 JU3805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3805.See file dsdata.pdf to determine how the superseded data were derived.
 JU3805
 JU3805_MARKER: DS = TRIANGULATION STATION DISK
 JU3805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3805_STAMPING: ST GEORGE 1933
 JU3805_MARK LOGO: CGS
 JU3805_PROJECTION: PROJECTING 10 CENTIMETERS
 JU3805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3805+STABILITY: SURFACE MOTION
 JU3805
 JU3805  HISTORY     - Date     Condition        Report By
 JU3805  HISTORY     - 1933     MONUMENTED       CGS
 JU3805  HISTORY     - 1946     MARK NOT FOUND   CGS
 JU3805  HISTORY     - 1952     MARK NOT FOUND   USGS
 JU3805
 JU3805                          STATION DESCRIPTION
 JU3805
 JU3805'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3805'THIS STATION IS ON THE PROPERTY OF THE UNITED STATES ARMY
 JU3805'ENGINEERS AND ABOUT 0.15 MILE S OF ST. GEORGES WHICH IS A
 JU3805'LITTLE TOWN ON HIGHWAY 13 BETWEEN SMYRNA AND WILMINGTON.  THE
 JU3805'STATION IS ON EMBANKMENT JUST E OF S END OF ST. GEORGES
 JU3805'DRAWBRIDGE.  27 FEET E OF W BANK OF TERRACE.  24 FEET S OF S
 JU3805'BANK OF CANAL.  THE MARK PROJECTS 4 INCHES.
 JU3805'
 JU3805'SURFACE, UNDERGROUND, REFERENCE, AND WITNESS MARKS ARE STANDARD
 JU3805'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1B, 7A, AND 11B.
 JU3805'
 JU3805'REFERENCE MARK NO.1 IS E OF THE STATION.  14.75 FEET S OF NE
 JU3805'CORNER OF A WHITE GARAGE.  1.5 FEET W OF SW CORNER OF GARAGE.  AND
 JU3805'2 FEET N OF CONCRETE DRAIN AT THE FOOT OF THE BANK.  THE MARK
 JU3805'PROJECTS 4 INCHES.
 JU3805'
 JU3805'REFERENCE MARK NO.2 IS SW OF THE STATION AND SET IN THE SE
 JU3805'ABUTMENT OF THE BRIDGE AT THE END OF THE IRON RAILING.  THE MARK
 JU3805'IS 180.68 FEET E OF S OF THE CENTER OF BRIDGE SPAN.  19.5 FEET E
 JU3805'OF CENTER OF ROAD (HIGHWAY 13).  AND 95.50 FEET W OF A UNITED
 JU3805'STATES ARMY ENGINEERS STATION H.B..  THE MARK IS SET IN A
 JU3805'DRILLED HOLE WITH CONCRETE.
 JU3805'
 JU3805'THE AZIMUTH MARK IS NE OF THE STATION.  20 FEET FROM CENTER
 JU3805'OF ROAD AND ON FENCE LINE.  PROJECTS 3 INCHES.  TO REACH FROM
 JU3805'STATION GO N 0.2 MILE, TAKE ROUTE E FOR 0.2 MILE TO MARK ON S
 JU3805'SIDE OF ROAD.
 JU3805'
 JU3805'THE UNITED STATES ARMY ENGINEERS STATION H.B. IS IN ST. GEORGES,
 JU3805'ON THE LAWN OF N.R. BUCKSONS HOUSE.  THE MARK IS ON THE S SIDE
 JU3805'OF THE DRIVEWAY.  49.9 FEET NW OF SW CORNER OF THE HOUSE.  40.4
 JU3805'FEET W OF NW CORNER OF THE HOUSE.  106 FEET E OF HIGHWAY 13.
 JU3805'75.44 FEET SE OF STATION ST. GEORGE, UNITED STATES COAST AND
 JU3805'GEODETIC SURVEY 1933.  95.50 FEET E OF REFERENCE MARK NO.2
 JU3805'(U.S.C. AND G.S. 1933).  THE MARK PROJECTS 2 INCHES AND IS A
 JU3805'STANDARD UNITED STATES ARMY ENGINEERS MARK.
 JU3805
 JU3805                          STATION RECOVERY (1946)
 JU3805
 JU3805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3805'STATION WAS NOT RECOVERED.  EMPLOYEE OF U.S.E. WHO HAD USED THE
 JU3805'STATION IN PAST EIGHT YEARS, STATED THAT STATION WAS DESTROYED
 JU3805'IN EXCAVATING AND TERRACING CANAL BANKS.  FOUR HOURS WERE SPENT
 JU3805'SEARCHING FOR STATION.  REFERENCE MARK 1 WAS ALSO DESTROYED AT
 JU3805'TIME STATION MARK WAS DESTROYED.  LIFT BRIDGE WAS REPLACED BY
 JU3805'HIGH LEVEL FIXED BRIDGE IN 1942.  REFERENCE MARK 2 WAS DESTROYED
 JU3805'WHEN OLD BRIDGE WAS REMOVED.  AZIMUTH MARK WAS RECOVERED IN
 JU3805'GOOD CONDITION.
 JU3805
 JU3805                          STATION RECOVERY (1952)
 JU3805
 JU3805'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 JU3805'THIS BRIDGE HAS BEEN DESTROYED BY NEW BRIDGE ACROSS CANAL.  THE
 JU3805'MARKER MUST HAVE BEEN DESTROYED ALSO BY CANAL EXCAVATION AS
 JU3805'NOTHING WILL FIT DESCRIPTION IN AREA.  THE MARKER HAS BEEN
 JU3805'SEARCHED FOR EXTENSIVELY.  WOULD RECOMMEND IT BE CALLED
 JU3805'DESTROYED.  IT WAS ALSO SEARCHED FOR UNSUCCESSFULLY IN 1951 BY
 JU3805'TRAVERSE PARTY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DI0963 ***********************************************************************
 DI0963  DESIGNATION -  STABLEY
 DI0963  PID         -  DI0963
 DI0963  STATE/COUNTY-  DE/SUSSEX
 DI0963  COUNTRY     -  US
 DI0963  USGS QUAD   -  LEWES (2016)
 DI0963
 DI0963                         *CURRENT SURVEY CONTROL
 DI0963  ______________________________________________________________________
 DI0963* NAD 83(2011) POSITION- 38 47 13.76860(N) 075 09 40.90317(W)   ADJUSTED
 DI0963* NAD 83(2011) ELLIP HT-   -34.330 (meters)        (06/27/12)   ADJUSTED
 DI0963* NAD 83(2011) EPOCH   -  2010.00
 DI0963* NAVD 88 ORTHO HEIGHT -     1.271 (meters)        4.17  (feet) ADJUSTED
 DI0963  ______________________________________________________________________
 DI0963  GEOID HEIGHT    -        -35.609 (meters)                     GEOID18
 DI0963  NAD 83(2011) X  -  1,274,889.175 (meters)                     COMP
 DI0963  NAD 83(2011) Y  - -4,812,119.897 (meters)                     COMP
 DI0963  NAD 83(2011) Z  -  3,973,905.278 (meters)                     COMP
 DI0963  LAPLACE CORR    -         -0.36  (seconds)                    DEFLEC18
 DI0963  DYNAMIC HEIGHT  -          1.270 (meters)        4.17  (feet) COMP
 DI0963  MODELED GRAVITY -    980,039.3   (mgal)                       NAVD 88
 DI0963
 DI0963  VERT ORDER      -  SECOND    CLASS II
 DI0963
 DI0963  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0963  Standards:
 DI0963         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0963            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0963  -------------------------------------------------------------------
 DI0963  NETWORK    0.81   1.10           0.36   0.29   0.56     -0.15271235
 DI0963  -------------------------------------------------------------------
 DI0963  Click here for local accuracies and other accuracy information.
 DI0963
 DI0963.The horizontal coordinates were established by GPS observations
 DI0963.and adjusted by the National Geodetic Survey in June 2012.
 DI0963
 DI0963.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0963.been affixed to the stable North American tectonic plate. See 
 DI0963.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0963
 DI0963.The horizontal coordinates are valid at the epoch date displayed above
 DI0963.which is a decimal equivalence of Year/Month/Day.
 DI0963
 DI0963.The orthometric height was determined by differential leveling and
 DI0963.adjusted by the NATIONAL GEODETIC SURVEY
 DI0963.in September 2008.
 DI0963
 DI0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0963.GEOID18 height accuracy estimate available here.
 DI0963
 DI0963.Click photographs - Photos may exist for this station.
 DI0963
 DI0963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0963
 DI0963.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0963
 DI0963.The ellipsoidal height was determined by GPS observations
 DI0963.and is referenced to NAD 83.
 DI0963
 DI0963.The dynamic height is computed by dividing the NAVD 88
 DI0963.geopotential number by the normal gravity value computed on the
 DI0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0963.degrees latitude (g = 980.6199 gals.).
 DI0963
 DI0963.The modeled gravity was interpolated from observed gravity values.
 DI0963
 DI0963. The following values were computed from the NAD 83(2011) position.
 DI0963
 DI0963;                    North         East     Units Scale Factor Converg.
 DI0963;SPC DE       -    87,408.156   222,182.137   MT  1.00000106   +0 09 35.8
 DI0963;SPC DE       -   286,771.59    728,942.56   sFT  1.00000106   +0 09 35.8
 DI0963;UTM  18      - 4,293,170.065   485,985.613   MT  0.99960242   -0 06 03.9
 DI0963
 DI0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0963!SPC DE       -   1.00000539  x   1.00000106  =   1.00000645
 DI0963!UTM  18      -   1.00000539  x   0.99960242  =   0.99960780
 DI0963
 DI0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8598593170(NAD 83)
 DI0963
 DI0963                          SUPERSEDED SURVEY CONTROL
 DI0963
 DI0963  NAD 83(2007)-  38 47 13.76900(N)    075 09 40.90429(W) AD(2002.00) B
 DI0963  ELLIP H (04/30/09)  -34.291  (m)                       GP(2002.00) 4 2
 DI0963  NAD 83(1991)-  38 47 13.76898(N)    075 09 40.90415(W) AD(       ) B
 DI0963  ELLIP H (08/09/06)  -34.306  (m)                       GP(       ) 4 2
 DI0963  NAVD 88 (08/09/06)    1.3    (m)  GEOID03  model used  GPS OBS        
 DI0963
 DI0963.Superseded values are not recommended for survey control.
 DI0963
 DI0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0963.See file dsdata.pdf to determine how the superseded data were derived.
 DI0963
 DI0963_MARKER: DD = SURVEY DISK
 DI0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0963_STAMPING: STABLEY 2005
 DI0963_MARK LOGO: NONE
 DI0963_PROJECTION: FLUSH
 DI0963_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0963+STABILITY: SURFACE MOTION
 DI0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0963+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2015
 DI0963
 DI0963  HISTORY     - Date     Condition        Report By
 DI0963  HISTORY     - 20050110 MONUMENTED       DE0280
 DI0963  HISTORY     - 20080701 GOOD             DEDT
 DI0963  HISTORY     - 20120210 GOOD             DELCOS
 DI0963  HISTORY     - 20150718 GOOD             RODCON
 DI0963
 DI0963                          STATION DESCRIPTION
 DI0963
 DI0963'DESCRIBED BY CITY OF LEWES DELAWARE 2005 (AWR)
 DI0963'THE STATION IS LOCATED IN LEWES, 1.44 MI (2.32 KM) WEST-NORTHWEST OF
 DI0963'THE MAIN POST OFFICE,  2.34 MI (3.77 KM) WEST-NORTHWEST OF THE
 DI0963'DELAWARE RIVER AND BAY AUTHORITY FERRY  TERMINAL, AND 1.44 MI (2.32
 DI0963'KM) NORTHWEST OF THE BEEBE MEDICAL CENTER.
 DI0963'
 DI0963'TO REACH STATION FROM THE MAIN POST OFFICE IN LEWES, PROCEED 0.25 MI
 DI0963'(0.40 KM) NORTHWEST  ON FRONT STREET TO PILOT TOWN ROAD.  CONTINUE
 DI0963'1.05 MI (1.69 KM) NORTHWEST ON PILOT TOWN  ROAD TO STATION ON RIGHT.
 DI0963'
 DI0963'THE STATION IS 15.6 FEET (4.75 M) NORTHEAST OF THE CENTERLINE OF PILOT
 DI0963'TOWN ROAD, 16 FEET  (4.88 M) WEST OF THE CENTERLINE OF THE ENTRANCE TO
 DI0963'A SANITARY SEWER PUMPING STATION  DESIGNATED LIFT STATION NUMBER 1,
 DI0963'AND 16.2 FEET (4.94 M) NORTHWEST OF THE EDGE OF A  SANITARY SEWER
 DI0963'MANHOLE COVER.  THE STATION IS A CENTER PUNCHED BRONZE DISK SET IN A 1
 DI0963'FOOT (30 CM) DIAMETER CONCRETE POST.
 DI0963
 DI0963                          STATION RECOVERY (2008)
 DI0963
 DI0963'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 DI0963'THE STATION IS LOCATED IN LEWES, 1.44 MI (2.32 KM) WEST-NORTHWEST OF
 DI0963'THE MAIN POST OFFICE, 2.34 MI (3.77 KM) WEST-NORTHWEST OF THE DELAWARE
 DI0963'RIVER AND BAY AUTHORITY FERRY  TERMINAL, AND 1.44 MI (2.32 KM)
 DI0963'NORTHWEST OF THE BEEBE MEDICAL CENTER.
 DI0963'
 DI0963'TO REACH STATION FROM THE MAIN POST OFFICE IN LEWES, PROCEED 0.25 MI
 DI0963'(0.40 KM) NORTHWEST  ON FRONT STREET TO PILOT TOWN ROAD.  CONTINUE
 DI0963'1.05 MI (1.69 KM) NORTHWEST ON PILOT TOWN  ROAD TO STATION ON RIGHT.
 DI0963'
 DI0963'THE STATION IS 15.6 FEET (4.75 M) NORTHEAST OF THE CENTERLINE OF PILOT
 DI0963'TOWN ROAD, 16 FEET  (4.88 M) WEST OF THE CENTERLINE OF THE ENTRANCE TO
 DI0963'A SANITARY SEWER PUMPING STATION  DESIGNATED LIFT STATION NUMBER 1,
 DI0963'AND 16.2 FEET (4.94 M) NORTHWEST OF THE EDGE OF A  SANITARY SEWER
 DI0963'MANHOLE COVER.  THE STATION IS A CENTER PUNCHED BRONZE DISK SET IN A 1
 DI0963'FOOT (30 CM) DIAMETER CONCRETE POST.
 DI0963
 DI0963                          STATION RECOVERY (2012)
 DI0963
 DI0963'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DI0963'RECOVERED IN GOOD CONDITION.
 DI0963
 DI0963                          STATION RECOVERY (2015)
 DI0963
 DI0963'RECOVERY NOTE BY RODGERS CONSULTING INC 2015 (JMB)
 DI0963'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DI0962 ***********************************************************************
 DI0962  DESIGNATION -  STANGO
 DI0962  PID         -  DI0962
 DI0962  STATE/COUNTY-  DE/SUSSEX
 DI0962  COUNTRY     -  US
 DI0962  USGS QUAD   -  LEWES (2016)
 DI0962
 DI0962                         *CURRENT SURVEY CONTROL
 DI0962  ______________________________________________________________________
 DI0962* NAD 83(2011) POSITION- 38 45 26.75542(N) 075 08 51.09920(W)   ADJUSTED
 DI0962* NAD 83(2011) ELLIP HT-   -28.539 (meters)        (06/27/12)   ADJUSTED
 DI0962* NAD 83(2011) EPOCH   -  2010.00
 DI0962* NAVD 88 ORTHO HEIGHT -     7.097 (meters)       23.28  (feet) ADJUSTED
 DI0962  ______________________________________________________________________
 DI0962  GEOID HEIGHT    -        -35.644 (meters)                     GEOID18
 DI0962  NAD 83(2011) X  -  1,276,581.915 (meters)                     COMP
 DI0962  NAD 83(2011) Y  - -4,813,813.726 (meters)                     COMP
 DI0962  NAD 83(2011) Z  -  3,971,336.178 (meters)                     COMP
 DI0962  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 DI0962  DYNAMIC HEIGHT  -          7.093 (meters)       23.27  (feet) COMP
 DI0962  MODELED GRAVITY -    980,036.6   (mgal)                       NAVD 88
 DI0962
 DI0962  VERT ORDER      -  SECOND    CLASS II
 DI0962
 DI0962  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI0962  Standards:
 DI0962         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI0962            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI0962  -------------------------------------------------------------------
 DI0962  NETWORK    0.79   1.10           0.35   0.29   0.56     -0.13830508
 DI0962  -------------------------------------------------------------------
 DI0962  Click here for local accuracies and other accuracy information.
 DI0962
 DI0962.The horizontal coordinates were established by GPS observations
 DI0962.and adjusted by the National Geodetic Survey in June 2012.
 DI0962
 DI0962.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI0962.been affixed to the stable North American tectonic plate. See 
 DI0962.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI0962
 DI0962.The horizontal coordinates are valid at the epoch date displayed above
 DI0962.which is a decimal equivalence of Year/Month/Day.
 DI0962
 DI0962.The orthometric height was determined by differential leveling and
 DI0962.adjusted by the NATIONAL GEODETIC SURVEY
 DI0962.in September 2008.
 DI0962
 DI0962.No vertical observational check was made to the station.
 DI0962
 DI0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0962.GEOID18 height accuracy estimate available here.
 DI0962
 DI0962.Click photographs - Photos may exist for this station.
 DI0962
 DI0962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0962
 DI0962.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI0962
 DI0962.The ellipsoidal height was determined by GPS observations
 DI0962.and is referenced to NAD 83.
 DI0962
 DI0962.The dynamic height is computed by dividing the NAVD 88
 DI0962.geopotential number by the normal gravity value computed on the
 DI0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0962.degrees latitude (g = 980.6199 gals.).
 DI0962
 DI0962.The modeled gravity was interpolated from observed gravity values.
 DI0962
 DI0962. The following values were computed from the NAD 83(2011) position.
 DI0962
 DI0962;                    North         East     Units Scale Factor Converg.
 DI0962;SPC DE       -    84,111.707   223,393.851   MT  1.00000174   +0 10 06.6
 DI0962;SPC DE       -   275,956.49    732,917.99   sFT  1.00000174   +0 10 06.6
 DI0962;UTM  18      - 4,289,869.450   487,181.824   MT  0.99960202   -0 05 32.5
 DI0962
 DI0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0962!SPC DE       -   1.00000448  x   1.00000174  =   1.00000622
 DI0962!UTM  18      -   1.00000448  x   0.99960202  =   0.99960650
 DI0962
 DI0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8718189869(NAD 83)
 DI0962
 DI0962                          SUPERSEDED SURVEY CONTROL
 DI0962
 DI0962  NAD 83(2007)-  38 45 26.75581(N)    075 08 51.10030(W) AD(2002.00) B
 DI0962  ELLIP H (04/30/09)  -28.502  (m)                       GP(2002.00) 4 2
 DI0962  NAD 83(1991)-  38 45 26.75580(N)    075 08 51.10017(W) AD(       ) B
 DI0962  ELLIP H (08/09/06)  -28.517  (m)                       GP(       ) 4 2
 DI0962  NAVD 88 (08/09/06)    7.1    (m)  GEOID03  model used  GPS OBS        
 DI0962
 DI0962.Superseded values are not recommended for survey control.
 DI0962
 DI0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0962.See file dsdata.pdf to determine how the superseded data were derived.
 DI0962
 DI0962_MARKER: DD = SURVEY DISK
 DI0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0962_STAMPING: STANGO 2005
 DI0962_MARK LOGO: NONE
 DI0962_PROJECTION: FLUSH
 DI0962_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0962+STABILITY: SURFACE MOTION
 DI0962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0962+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 DI0962
 DI0962  HISTORY     - Date     Condition        Report By
 DI0962  HISTORY     - 20050105 MONUMENTED       DE0280
 DI0962  HISTORY     - 20080705 GOOD             DEDT
 DI0962  HISTORY     - 20100607 GOOD             JMTMD
 DI0962  HISTORY     - 20120210 GOOD             DELCOS
 DI0962
 DI0962                          STATION DESCRIPTION
 DI0962
 DI0962'DESCRIBED BY CITY OF LEWES DELAWARE 2005 (AWR)
 DI0962'THE STATION IS LOCATED IN LEWES, 1.35 MI (2.17 KM) SOUTH-SOUTHWEST OF
 DI0962'THE MAIN POST OFFICE,  2.23 MI (3.59 KM) SOUTHWEST FROM THE DELAWARE
 DI0962'RIVER AND BAY AUTHORITY FERRY TERMINAL,  AND 1.06 MI (1.71 KM) SOUTH
 DI0962'OF BEEBE MEDICAL CENTER.
 DI0962'
 DI0962'TO REACH THE STATION FROM THE MAIN POST OFFICE IN LEWES, PROCEED 285
 DI0962'FEET (86.87 M)  SOUTHEASTERLY ON FRONT STREET TO THE INTERSECTION OF
 DI0962'SAVANNAH ROAD, THEN PROCEED  0.10 MI (0.16 KM) SOUTHWESTERLY ON
 DI0962'SAVANNAH ROAD TO THE INTERSECTION OF KINGS HIGHWAY,  THEN PROCEED 1.3
 DI0962'MI (2.1 KM) SOUTHWESTERLY ON KINGS HIGHWAY TO STATION ON RIGHT.
 DI0962'
 DI0962'THE STATION IS 30.7 FEET (9.36 M) NORTHWEST OF THE CENTERLINE OF KINGS
 DI0962'HIGHWAY, 5.0 FT (1.52  M) SOUTH OF THE CORNER POST OF THE NORTHEAST
 DI0962'FENCE CORNER OF A CHAIN LINK FENCE  SURROUNDING CAPE HENLOPEN HIGH
 DI0962'SCHOOL, AND 24.5 FEET (7.47 M) EAST-SOUTHEAST OF THE  MOST EASTERLY
 DI0962'POLE OF A TRANSFORMER PLATFORM LOCATED NEAR THE NORTHEAST CORNER OF
 DI0962'THE CAPE HENLOPEN HIGH SCHOOL CAMPUS.  THE STATION IS A CENTER PUNCHED
 DI0962'BRONZE DISK SET  IN THE TOP OF A 1 FOOT (30 CM) DIAMETER CONCRETE
 DI0962'POST.
 DI0962
 DI0962                          STATION RECOVERY (2008)
 DI0962
 DI0962'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 DI0962'RECOVERED IN GOOD CONDITION.
 DI0962
 DI0962                          STATION RECOVERY (2010)
 DI0962
 DI0962'RECOVERY NOTE BY JMT ENGINEERING 2010 (CJH)
 DI0962'RECOVERED IN GOOD CONDITION.
 DI0962
 DI0962                          STATION RECOVERY (2012)
 DI0962
 DI0962'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DI0962'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1886 ***********************************************************************
 JU1886  DESIGNATION -  STATE FARM
 JU1886  PID         -  JU1886
 JU1886  STATE/COUNTY-  DE/NEW CASTLE
 JU1886  COUNTRY     -  US
 JU1886  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1886
 JU1886                         *CURRENT SURVEY CONTROL
 JU1886  ______________________________________________________________________
 JU1886* NAD 83(1991) POSITION- 39 42 20.87412(N) 075 35 00.28886(W)   ADJUSTED
 JU1886* NAVD 88 ORTHO HEIGHT -     1.737 (meters)        5.70  (feet) ADJUSTED
 JU1886  ______________________________________________________________________
 JU1886  GEOID HEIGHT    -        -32.985 (meters)                     GEOID18
 JU1886  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 JU1886  DYNAMIC HEIGHT  -          1.736 (meters)        5.70  (feet) COMP
 JU1886  MODELED GRAVITY -    980,170.5   (mgal)                       NAVD 88
 JU1886
 JU1886  HORZ ORDER      -  SECOND
 JU1886  VERT ORDER      -  FIRST     CLASS I
 JU1886
 JU1886.The horizontal coordinates were established by classical geodetic methods
 JU1886.and adjusted by the National Geodetic Survey in January 1992.
 JU1886
 JU1886.The orthometric height was determined by differential leveling and
 JU1886.adjusted by the NATIONAL GEODETIC SURVEY
 JU1886.in June 1991.
 JU1886
 JU1886.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1886.GEOID18 height accuracy estimate available here.
 JU1886
 JU1886.Click photographs - Photos may exist for this station.
 JU1886
 JU1886.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1886
 JU1886.The dynamic height is computed by dividing the NAVD 88
 JU1886.geopotential number by the normal gravity value computed on the
 JU1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1886.degrees latitude (g = 980.6199 gals.).
 JU1886
 JU1886.The modeled gravity was interpolated from observed gravity values.
 JU1886
 JU1886. The following values were computed from the NAD 83(1991) position.
 JU1886
 JU1886;                    North         East     Units Scale Factor Converg.
 JU1886;SPC DE       -   189,377.619   185,699.986   MT  0.99999752   -0 06 23.5
 JU1886;SPC DE       -   621,316.41    609,250.70   sFT  0.99999752   -0 06 23.5
 JU1886;UTM  18      - 4,395,267.218   449,986.769   MT  0.99963079   -0 22 21.8
 JU1886
 JU1886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1886!SPC DE       -   1.00000490  x   0.99999752  =   1.00000242
 JU1886!UTM  18      -   1.00000490  x   0.99963079  =   0.99963569
 JU1886
 JU1886:                Primary Azimuth Mark                     Grid Az
 JU1886:SPC DE       -  DELAWARE STATE HOSP TALLER TK            143 10 21.1
 JU1886:UTM  18      -  DELAWARE STATE HOSP TALLER TK            143 26 19.4
 JU1886
 JU1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4998695267(NAD 83)
 JU1886
 JU1886|---------------------------------------------------------------------|
 JU1886| PID    Reference Object                     Distance      Geod. Az  |
 JU1886|                                                           dddmmss.s |
 JU1886| JU1389 STATE FARM RM 2                      24.487 METERS 00310     |
 JU1886| JU3673 DELAWARE STATE HOSP TALLER TK       APPROX. 0.9 KM 1430357.6 |
 JU1886| JU3715 WILMINGTON STATE HOSP SMALL TK      APPROX. 1.0 KM 1465020.6 |
 JU1886| JU1887 STATE FARM RM 1                      22.535 METERS 22628     |
 JU1886| JU3701 NEWPORT DUPONT WATER TANK           APPROX. 2.8 KM 2831123.9 |
 JU1886|---------------------------------------------------------------------|
 JU1886
 JU1886                          SUPERSEDED SURVEY CONTROL
 JU1886
 JU1886  NAD 83(1986)-  39 42 20.86946(N)    075 35 00.29616(W) AD(       ) 2
 JU1886  NAD 27      -  39 42 20.46060(N)    075 35 01.56730(W) AD(       ) 2
 JU1886  NGVD 29               2.08   (m)            6.8    (f) LEVELING    3  
 JU1886  NGVD 29 (11/26/84)    1.991  (m)            6.53   (f) ADJUSTED    1 1
 JU1886
 JU1886.Superseded values are not recommended for survey control.
 JU1886
 JU1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1886.See file dsdata.pdf to determine how the superseded data were derived.
 JU1886
 JU1886_MARKER: DS = TRIANGULATION STATION DISK
 JU1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1886_STAMPING: STATE FARM 1958
 JU1886_MARK LOGO: CGS
 JU1886_PROJECTION: FLUSH
 JU1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1886+STABILITY: SURFACE MOTION
 JU1886
 JU1886  HISTORY     - Date     Condition        Report By
 JU1886  HISTORY     - 1958     MONUMENTED       CGS
 JU1886  HISTORY     - 1965     GOOD             CGS
 JU1886  HISTORY     - 1965     GOOD             CGS
 JU1886  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU1886
 JU1886                          STATION DESCRIPTION
 JU1886
 JU1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JU1886'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF THE POST
 JU1886'OFFICE IN WILMINGTON, ABOUT 1/2 MILE NORTHWEST OF DELAWARE
 JU1886'STATE HOSPITAL AND JUST EAST OF THE EAST BANK OF CHRISTIANA
 JU1886'RIVER.  STATION IS 21 FEET SOUTHEAST OF APPROXIMATE CENTERLINE
 JU1886'OF DRIVEWAY AND 13 FEET NORTH-NORTHWEST OF THE NORTHWEST
 JU1886'CORNER OF SHED.  THE MARK IS A STANDARD STATION MARK DISK SET
 JU1886'IN A 12X12 INCH CONCRETE MONUMENT, FLUSH WITH THE GROUND AND
 JU1886'THE DISK IS STAMPED STATE FARM 1958.
 JU1886'
 JU1886'REFERENCE MARK NO. 1 IS 12-1/2 FEET NORTHWEST OF APPROXIMATE
 JU1886'CENTERLINE OF DRIVEWAY, 36-1/2 FEET NORTHWEST OF NORTHWEST
 JU1886'CORNER OF SHED AND 35-1/2 FEET WEST-NORTHWEST OF NORTHEAST
 JU1886'CORNER OF SHED.  THE MARK IS A STANDARD REFERENCE MARK DISK
 JU1886'SET IN A 12X12 INCH CONCRETE MONUMENT, PROJECTS 2 INCHES AND
 JU1886'THE DISK IS STAMPED STATE FARM NO 1 1958.
 JU1886'
 JU1886'REFERENCE MARK NO. 2 IS 17-1/2 FEET NORTHWEST OF APPROXIMATE
 JU1886'CENTERLINE OF DRIVEWAY, AND 11 FEET SOUTH OF A 36 INCH
 JU1886'TREE.  THE MARK IS A STANDARD REFERENCE MARK DISK SET IN A
 JU1886'12X12 INCH CONCRETE MONUMENT, PROJECTS 2 INCHES AND THE DISK
 JU1886'IS STAMPED STATE FARM NO 2 1958.
 JU1886'
 JU1886'TO REACH FROM NEW CASTLE COUNTY-WILMINGTON AIR PORT, GO
 JU1886'NORTHEAST ON U.S. HIGHWAY NO. 13 FOR 1.7 MILES TO JUNCTION
 JU1886'OF U.S. HIGHWAY NO. 40.  KEEP LEFT AND CONTINUE NORTHEAST ON
 JU1886'U.S. HIGHWAY NO. 13 FOR 0.2 MILE TO SIDE ROAD LEFT AT ENTRANCE
 JU1886'TO DELAWARE STATE HOSPITAL.
 JU1886'TURN LEFT CROSSING THE SOUTHWEST BOUND LANE OF TRAFFIC AND
 JU1886'CONTINUE TO ENTRANCE OF DELAWARE STATE HOSPITAL.  CONTINUE
 JU1886'NORTHERLY FOR 0.2 MILE TO CROSS STREET AT WATER TANK.  TURN
 JU1886'RIGHT AND GO 0.1 MILE TO RIGHT TURN.  TURN RIGHT AND GO
 JU1886'SOUTHERLY FOR 0.1 MILE TO SIGN BIGGS.  TURN LEFT AND GO
 JU1886'0.1 MILE TO STREET LEFT AT SIGN BIGGS.  TURN LEFT AND GO 0.05
 JU1886'MILE TO GREENHOUSE.  CONTINUE NORTHERLY FOR 0.35 MILE TO CHAIN
 JU1886'LINK GATE AT RAILROAD TRACKS.  CONTINUE NORTHEASTELY OR 0.25
 JU1886'MILE TO CHRISTIANA RIVER AND STATION AS DESCRIBED.
 JU1886'
 JU1886'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JU1886
 JU1886                          STATION RECOVERY (1965)
 JU1886
 JU1886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 JU1886'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 JU1886'FOUND IN GOOD CONDITION.
 JU1886'
 JU1886'THE ORIGINAL DESCRIPTION IS INADEQUATE.  A COMPLETE NEW
 JU1886'DESCRIPTION FOLLOWS.
 JU1886'
 JU1886'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF THE
 JU1886'POST OFFICE, 1/2 MILE NORTHWEST OF THE DELAWARE STATE HOSPITAL
 JU1886'AND ABOUT 100 YARDS SOUTH-SOUTHWEST OF A TWO-STORY
 JU1886'FARMHOUSE.  IT IS 22 FEET SOUTHEAST OF THE APPROXIMATE
 JU1886'CENTERLINE OF A DRIVEWAY, 30 FEET NORTH OF A PEAR TREE, 15 FEET
 JU1886'NORTHWEST OF THE NORTHEAST CORNER OF A SMALL BUILDING AND 13
 JU1886'FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING.
 JU1886'THE MONUMENT IS FLUSH WITH THE GROUND AND THE DISK IS
 JU1886'STAMPED STATE FARM 1958.
 JU1886'
 JU1886'REFERENCE MARK NO. 1 IS 73.93 FEET NORTHWEST OF THE STATION,
 JU1886'64 FEET WEST-SOUTHWEST OF THE SOUTHWEST ONE OF TWO HUGE
 JU1886'SYCAMORE TREES AND 13 FEET NORTHWEST OF THE APPROXIMATE
 JU1886'CENTERLINE OF THE DRIVEWAY.  THE MONUMENT PROJECTS 4 INCHES
 JU1886'AND THE DISK IS STAMPED STATE FARM NO 1 1958.
 JU1886'
 JU1886'REFERENCE MARK NO. 2 IS 80.34 FEET SOUTHWEST OF THE STATION,
 JU1886'18 FEET NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE
 JU1886'DRIVEWAY, 12 FEET SOUTH OF A 24-INCH LEANING WILLOW TREE
 JU1886'AND 1 FOOT SOUTHEAST OF A STEEL WITNESS POST.  THE MONUMENT
 JU1886'PROJECTS 4 INCHES AND THE DISK IS STAMPED STATE FARM NO 2 1958.
 JU1886'
 JU1886'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE DELAWARE
 JU1886'STATE HOSPITAL, GO NORTHERLY ON THE MAIN ROAD THROUGH THE
 JU1886'HOSPITAL GROUNDS FOR 0.15 MILE TO A CROSS-STREET.  TURN RIGHT
 JU1886'AND GO NORTHEASTERLY (PASSING THE POWERHOUSE ENROUTE) FOR 0.25
 JU1886'MILE TO A CROSSROAD.  TURN LEFT AND GO NORTHERLY ON A MACADAM
 JU1886'STREET FOR 0.1 MILE TO A GATE IN A CHAIN LINK FENCE.  PASS
 JU1886'THROUGH THE GATE AND CONTINUE NORTHERLY ACROSS A RAILROAD
 JU1886'TRACK FOR 0.25 MILE TO A DRIVEWAY RIGHT AND A DUMPING AREA ON
 JU1886'THE LEFT.  CONTINUE AHEAD FOR 0.05 MILE TO A SMALL BUILDING
 JU1886'ON THE RIGHT AND THE STATION AS DESCRIBED.
 JU1886
 JU1886                          STATION RECOVERY (1965)
 JU1886
 JU1886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JU1886'1 MI N FROM FARNHURST.
 JU1886'0.7 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM OVERPASS OF
 JU1886'U.S. HIGHWAYS 13 AND 40 OVER TRACKS AT FARNHURST, THENCE ABOUT
 JU1886'0.25 MILE NORTHWEST ALONG ROADS THROUGH DELAWARE STATE HOSPITAL
 JU1886'GROUNDS, 21 FEET SOUTHEAST OF CENTERLINE OF A CINDER DRIVE,
 JU1886'PARALLEL TO RIVER, AND LEADING TO A 2-STORY FARM HOUSE, 58 YARDS
 JU1886'SOUTHWEST OF WEST CORNER OF HOUSE, 80.35 FEET SOUTH OF RM NO. 1,
 JU1886'74 FEET EAST-NORTHEAST OF RM NO. 2, 13 FEET NORTHWEST OF WEST
 JU1886'CORNER OF A BROODER HOUSE, ABOUT LEVEL WITH CINDER DRIVE AND SET
 JU1886'IN THE TOP OF A CONCRETE POST 1 INCH BELOW SURFACE OF GROUND.
 JU1886
 JU1886                          STATION RECOVERY (1979)
 JU1886
 JU1886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1886'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1887 ***********************************************************************
 JU1887  DESIGNATION -  STATE FARM RM 1
 JU1887  PID         -  JU1887
 JU1887  STATE/COUNTY-  DE/NEW CASTLE
 JU1887  COUNTRY     -  US
 JU1887  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1887
 JU1887                         *CURRENT SURVEY CONTROL
 JU1887  ______________________________________________________________________
 JU1887* NAD 83(1986) POSITION- 39 42 20.37   (N) 075 35 00.97   (W)   HD_HELD1
 JU1887* NAVD 88 ORTHO HEIGHT -     2.050 (meters)        6.73  (feet) ADJUSTED
 JU1887  ______________________________________________________________________
 JU1887  GEOID HEIGHT    -        -32.985 (meters)                     GEOID18
 JU1887  DYNAMIC HEIGHT  -          2.049 (meters)        6.72  (feet) COMP
 JU1887  MODELED GRAVITY -    980,170.5   (mgal)                       NAVD 88
 JU1887
 JU1887  VERT ORDER      -  FIRST     CLASS I
 JU1887
 JU1887.The horizontal coordinates were determined by differentially corrected
 JU1887.hand held GPS observations or other comparable positioning techniques
 JU1887.and have an estimated accuracy of +/- 3 meters.
 JU1887
 JU1887.The orthometric height was determined by differential leveling and
 JU1887.adjusted by the NATIONAL GEODETIC SURVEY
 JU1887.in June 1991.
 JU1887
 JU1887.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1887.GEOID18 height accuracy estimate available here.
 JU1887
 JU1887.Click photographs - Photos may exist for this station.
 JU1887
 JU1887.The dynamic height is computed by dividing the NAVD 88
 JU1887.geopotential number by the normal gravity value computed on the
 JU1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1887.degrees latitude (g = 980.6199 gals.).
 JU1887
 JU1887.The modeled gravity was interpolated from observed gravity values.
 JU1887
 JU1887;                    North         East    Units  Estimated Accuracy
 JU1887;SPC DE       -   189,362.1     185,683.7     MT  (+/- 3 meters HH1 GPS) 
 JU1887
 JU1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4997095251(NAD 83)
 JU1887
 JU1887                          SUPERSEDED SURVEY CONTROL
 JU1887
 JU1887  NGVD 29 (11/26/84)    2.304  (m)            7.56   (f) ADJUSTED    1 1
 JU1887
 JU1887.Superseded values are not recommended for survey control.
 JU1887
 JU1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1887.See file dsdata.pdf to determine how the superseded data were derived.
 JU1887
 JU1887_MARKER: DR = REFERENCE MARK DISK
 JU1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1887_STAMPING: STATE FARM NO 1 1958
 JU1887_MARK LOGO: CGS
 JU1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1887+STABILITY: SURFACE MOTION
 JU1887
 JU1887  HISTORY     - Date     Condition        Report By
 JU1887  HISTORY     - 1958     MONUMENTED       CGS
 JU1887  HISTORY     - 1965     GOOD             CGS
 JU1887  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU1887
 JU1887                          STATION DESCRIPTION
 JU1887
 JU1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU1887'1 MI N FROM FARNHURST.
 JU1887'80.35 FEET NORTH OF TRIANGULATION STATION STATE FARM, DESCRIBED,
 JU1887'5 FEET SOUTHEAST OF SOUTHEAST BANK OF RIVER, 12 FEET NORTHWEST
 JU1887'OF CINDER DRIVE, 113 FEET WEST OF WEST PORCH CORNER OF 2-STORY
 JU1887'HOUSE, 143.4 FEET NORTHEAST OF RM NO. 2, ABOUT LEVEL WITH DRIVE
 JU1887'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 JU1887
 JU1887                          STATION RECOVERY (1979)
 JU1887
 JU1887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1887'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1389 ***********************************************************************
 JU1389  DESIGNATION -  STATE FARM RM 2
 JU1389  PID         -  JU1389
 JU1389  STATE/COUNTY-  DE/NEW CASTLE
 JU1389  COUNTRY     -  US
 JU1389  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1389
 JU1389                         *CURRENT SURVEY CONTROL
 JU1389  ______________________________________________________________________
 JU1389* NAD 83(1986) POSITION- 39 42 21.66   (N) 075 35 00.23   (W)   HD_HELD1
 JU1389* NAVD 88 ORTHO HEIGHT -     2.026 (meters)        6.65  (feet) ADJUSTED
 JU1389  ______________________________________________________________________
 JU1389  GEOID HEIGHT    -        -32.984 (meters)                     GEOID18
 JU1389  DYNAMIC HEIGHT  -          2.025 (meters)        6.64  (feet) COMP
 JU1389  MODELED GRAVITY -    980,170.5   (mgal)                       NAVD 88
 JU1389
 JU1389  VERT ORDER      -  FIRST     CLASS I
 JU1389
 JU1389.The horizontal coordinates were determined by differentially corrected
 JU1389.hand held GPS observations or other comparable positioning techniques
 JU1389.and have an estimated accuracy of +/- 3 meters.
 JU1389
 JU1389.The orthometric height was determined by differential leveling and
 JU1389.adjusted by the NATIONAL GEODETIC SURVEY
 JU1389.in June 1991.
 JU1389
 JU1389.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1389.GEOID18 height accuracy estimate available here.
 JU1389
 JU1389.Click photographs - Photos may exist for this station.
 JU1389
 JU1389.The dynamic height is computed by dividing the NAVD 88
 JU1389.geopotential number by the normal gravity value computed on the
 JU1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1389.degrees latitude (g = 980.6199 gals.).
 JU1389
 JU1389.The modeled gravity was interpolated from observed gravity values.
 JU1389
 JU1389;                    North         East    Units  Estimated Accuracy
 JU1389;SPC DE       -   189,401.9     185,701.4     MT  (+/- 3 meters HH1 GPS) 
 JU1389
 JU1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4998895291(NAD 83)
 JU1389
 JU1389                          SUPERSEDED SURVEY CONTROL
 JU1389
 JU1389  NGVD 29 (11/26/84)    2.280  (m)            7.48   (f) ADJUSTED    1 1
 JU1389
 JU1389.Superseded values are not recommended for survey control.
 JU1389
 JU1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1389.See file dsdata.pdf to determine how the superseded data were derived.
 JU1389
 JU1389_MARKER: DR = REFERENCE MARK DISK
 JU1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1389_STAMPING: STATE FARM NO 2 1958
 JU1389_MARK LOGO: CGS
 JU1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1389+STABILITY: SURFACE MOTION
 JU1389
 JU1389  HISTORY     - Date     Condition        Report By
 JU1389  HISTORY     - 1958     MONUMENTED       CGS
 JU1389  HISTORY     - 1965     GOOD             CGS
 JU1389  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU1389
 JU1389                          STATION DESCRIPTION
 JU1389
 JU1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU1389'1 MI N FROM FARNHURST.
 JU1389'74 FEET WEST-SOUTHWEST OF TRIANGULATION STATION STATE FARM,
 JU1389'DESCRIBED, 12 FEET SOUTHEAST OF SOUTHEAST BANK OF RIVER, 16
 JU1389'FEET WEST-NORTHWEST OF CENTERLINE OF CINDER DRIVE AND ON THE
 JU1389'OUTSIDE OF A TURN IN DRIVE, 143.4 FEET SOUTHWEST OF RM NO. 1,
 JU1389'ABOUT LEVEL WITH DRIVE AND SET IN THE TOP OF A CONCRETE POST
 JU1389'PROJECTING 4 INCHES.
 JU1389
 JU1389                          STATION RECOVERY (1979)
 JU1389
 JU1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1389'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1670 ***********************************************************************
 HU1670  DESIGNATION -  STEEN
 HU1670  PID         -  HU1670
 HU1670  STATE/COUNTY-  DE/SUSSEX
 HU1670  COUNTRY     -  US
 HU1670  USGS QUAD   -  WHALEYVILLE (2016)
 HU1670
 HU1670                         *CURRENT SURVEY CONTROL
 HU1670  ______________________________________________________________________
 HU1670* NAD 83(1991) POSITION- 38 27 06.09529(N) 075 17 20.68077(W)   ADJUSTED
 HU1670* NAVD 88 ORTHO HEIGHT -    10.8   (meters)       35.    (feet) VERTCON3
 HU1670  ______________________________________________________________________
 HU1670  GEOID HEIGHT    -        -35.855 (meters)                     GEOID18
 HU1670  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 HU1670  HORZ ORDER      -  SECOND
 HU1670
 HU1670.The horizontal coordinates were established by classical geodetic methods
 HU1670.and adjusted by the National Geodetic Survey in January 1992.
 HU1670
 HU1670.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1670
 HU1670.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1670.GEOID18 height accuracy estimate available here.
 HU1670
 HU1670.Click photographs - Photos may exist for this station.
 HU1670
 HU1670.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1670
 HU1670. The following values were computed from the NAD 83(1991) position.
 HU1670
 HU1670;                    North         East     Units Scale Factor Converg.
 HU1670;SPC DE       -    50,145.740   211,137.289   MT  0.99999653   +0 04 45.6
 HU1670;SPC DE       -   164,519.82    692,706.26   sFT  0.99999653   +0 04 45.6
 HU1670;SPC MD       -    88,540.599   549,335.920   MT  0.99997707   +1 04 25.8
 HU1670;SPC MD       -   290,486.95  1,802,279.60   sFT  0.99997707   +1 04 25.8
 HU1670;UTM  18      - 4,255,972.814   474,776.163   MT  0.99960784   -0 10 47.2
 HU1670
 HU1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1670!SPC DE       -   1.00000394  x   0.99999653  =   1.00000047
 HU1670!SPC MD       -   1.00000394  x   0.99997707  =   0.99998101
 HU1670!UTM  18      -   1.00000394  x   0.99960784  =   0.99961178
 HU1670
 HU1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7477655972(NAD 83)
 HU1670
 HU1670|---------------------------------------------------------------------|
 HU1670| PID    Reference Object                     Distance      Geod. Az  |
 HU1670|                                                           dddmmss.s |
 HU1670| DC8450 STEEN RM 2                            7.190 METERS 00151     |
 HU1670| HU1640 STEEN RM 3                          351.882 METERS 14328     |
 HU1670| HU1671 BOUNDARY MON EW 13 DE MD              3.476 METERS 19501     |
 HU1670| DC8449 STEEN RM 1                            7.577 METERS 20920     |
 HU1670|---------------------------------------------------------------------|
 HU1670
 HU1670                          SUPERSEDED SURVEY CONTROL
 HU1670
 HU1670  NAD 83(1986)-  38 27 06.08129(N)    075 17 20.70430(W) AD(       ) 2
 HU1670  NAD 27      -  38 27 05.66834(N)    075 17 22.01784(W) AD(       ) 2
 HU1670  NGVD 29 (07/19/86)   11.0    (m)           36.     (f) VERT ANG       
 HU1670
 HU1670.Superseded values are not recommended for survey control.
 HU1670
 HU1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1670.See file dsdata.pdf to determine how the superseded data were derived.
 HU1670
 HU1670_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1670_STAMPING: STEEN 1974
 HU1670_MARK LOGO: NGS
 HU1670_PROJECTION: RECESSED 5 CENTIMETERS
 HU1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1670+STABILITY: SURFACE MOTION
 HU1670
 HU1670  HISTORY     - Date     Condition        Report By
 HU1670  HISTORY     - 1974     MONUMENTED       NGS
 HU1670  HISTORY     - 1976     GOOD             NGS
 HU1670
 HU1670                          STATION DESCRIPTION
 HU1670
 HU1670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU1670'THE STATION IS LOCATED ABOUT 3 MILES WEST OF SELBYVILLE AND
 HU1670'ON LAND OWNED BY MR. CURTIS STEEN, DAGSBORO,
 HU1670'DELAWARE.  PERMISSION WAS GRANTED BY MR. CLIFTON MURRAY,
 HU1670'SELBYVILLE, DELAWARE, TELEPHONE NUMBER 436-5579, MR. MURRAY
 HU1670'LEASES THE PROPERTY.
 HU1670'
 HU1670'TO REACH THE STATION FROM THE POST OFFICE IN SELBYVILLE,
 HU1670'DELAWARE, GO SOUTHWEST ON CHURCH STREET FOR 0.6 MILE TO THE
 HU1670'JUNCTION WITH U.S. HIGHWAY 113.  TURN LEFT AND GO SOUTH ON
 HU1670'U.S. HIGHWAY 113 FOR 0.3 MILE TO A PAVED CROSSROAD, JUST
 HU1670'AFTER CROSSING THE STATE LINE.  TURN RIGHT AND GO WESTERLY ON
 HU1670'THE PAVED ROAD FOR 1.1 MILES TO A PAVED T-ROAD.  TURN RIGHT
 HU1670'AND GO NORTHERLY ON THE PAVED ROAD FOR 1.25 MILES TO A SHARP
 HU1670'CURVE TO THE LEFT AND A FIELD ROAD RIGHT AND REFERENCE MARK
 HU1670'3.  TURN RIGHT AND GO EASTERLY ON THE FIELD ROAD FOR 0.1 MILE
 HU1670'TO A SHARP TURN TO THE LEFT.  TURN LEFT AND GO NORTHERLY ON
 HU1670'THE FIELD ROAD FOR 0.1 MILE TO A T-FIELD ROAD.  TURN RIGHT
 HU1670'AND GO EASTERLY ON THE FIELD ROAD FOR 0.05 MILE TO A
 HU1670'T-DITCH AND THE STATION ON THE RIGHT.
 HU1670'
 HU1670'STATION MARKS ARE STANDARD DISKS STAMPED STEEN 1974.  THE
 HU1670'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HU1670'CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND
 HU1670'SURFACE.  IT IS 6 FEET EAST-SOUTHEAST OF THE CENTER OF THE
 HU1670'FIELD ROAD AND 6 FEET NORTH-NORTHWEST OF THE DRAINAGE
 HU1670'DITCH.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 HU1670'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 HU1670'
 HU1670'REFERENCE MARK 1, A STANDARD DISK STAMPED STEEN NO 1 1974, IS
 HU1670'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1670'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 12 FEET
 HU1670'WEST-NORTHWEST OF THE DRAINAGE DITCH AND IN THE CENTER OF THE
 HU1670'FIELD ROAD.
 HU1670'
 HU1670'REFERENCE MARK 2, A STANDARD DISK STAMPED STEEN NO 2 1974,
 HU1670'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1670'THAT IS 1 INCH BELOW THE GROUND SURFACE.  IT IS 12 FEET
 HU1670'WEST-SOUTHWEST OF THE DRAINAGE DITCH AND IN THE CENTER OF THE
 HU1670'FIELD ROAD.
 HU1670'
 HU1670'REFERENCE MARK 3, A STANDARD DISK STAMPED STEEN NO 3 1974,
 HU1670'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1670'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 26
 HU1670'FEET NORTH OF THE CENTER OF THE PAVED ROAD, 15 FEET WEST OF
 HU1670'THE CENTER OF THE FIELD ROAD AND 3 FEET SOUTH-SOUTHWEST OF A
 HU1670'TELEPHONE POLE.  THE MARK SERVES AS AN AZIMUTH MARK.
 HU1670
 HU1670                          STATION RECOVERY (1976)
 HU1670
 HU1670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1670'THE STATION AND ALL MARKS RECOVERED IN GOOD CONDITION AS
 HU1670'DESCRIBED IN 1974 DESCRIPTION.  A DIFFERENCE OF 2 MINUTES AND
 HU1670'22 SECONDS IN DIRECTION WAS NOTED TO REFERENCE MARK 1.  A
 HU1670'DIFFERENCE OF 1 MINUTE AND 52 SECONDS IN DIRECTION WAS NOTED
 HU1670'TO REFERENCE MARK 2.  THE DISTANCE TO BOTH MARKS WERE WITHIN
 HU1670'CLOSE AGREEMENT WITH THE 1974 OBSERVATIONS.
 HU1670'
 HU1670'THE MARYLAND-DELAWARE BOUNDARY MONUMENT NUMBER 13 WAS
 HU1670'ESTABLISHED AT THIS DATE.
 HU1670'
 HU1670'THE SURFACE MARK IS A MARYLAND-DELAWARE BOUNDARY DISK STAMPED
 HU1670'E-W NO. 13 1976, SET IN THE TOP OF A 10-INCH ROUND CONCRETE
 HU1670'MONUMENT PROJECTING 1-INCH.  THE SUB-SURFACE MARKER IS A STANDARD
 HU1670'NATIONAL GEODETIC SURVEY TRIANGULATION STATION DISK STAMPED E-W
 HU1670'NO. 13 1976, SET IN AN 8-INCH MASS OF CONCRETE 42 INCHES BELOW
 HU1670'THE SURFACE.  THEY ARE 14.1 FEET NORTHEAST OF STEEN RM 1 1974, 11
 HU1670'FEET SOUTH-SOUTHWEST OF THE T-INTERSECTION IN THE DITCHES, 5 FEET
 HU1670'EAST-NORTHEAST OF THE NORTH-SOUTH DITCH, 2 FEET EAST OF THE
 HU1670'CENTER OF THE CENTER OF THE FIELD ROAD, AND 1 FOOT NORTHWEST OF A
 HU1670'WITNESS POST.
 HU1670'
 HU1670'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1670'3 MILES WEST OF SELBYVILLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3378 ***********************************************************************
 JU3378  DESIGNATION -  STONE 2
 JU3378  PID         -  JU3378
 JU3378  STATE/COUNTY-  DE/KENT
 JU3378  COUNTRY     -  US
 JU3378  USGS QUAD   -  BENNETTS PIER (2016)
 JU3378
 JU3378                         *CURRENT SURVEY CONTROL
 JU3378  ______________________________________________________________________
 JU3378* NAD 83(1991) POSITION- 39 00 02.36688(N) 075 19 43.12050(W)   ADJUSTED
 JU3378* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 JU3378  ______________________________________________________________________
 JU3378  GEOID HEIGHT    -        -35.149 (meters)                     GEOID18
 JU3378  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 JU3378  HORZ ORDER      -  FIRST
 JU3378
 JU3378.The horizontal coordinates were established by classical geodetic methods
 JU3378.and adjusted by the National Geodetic Survey in January 1992.
 JU3378
 JU3378.The orthometric height was scaled from a topographic map.
 JU3378
 JU3378.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3378.GEOID18 height accuracy estimate available here.
 JU3378
 JU3378.Click photographs - Photos may exist for this station.
 JU3378
 JU3378.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3378
 JU3378. The following values were computed from the NAD 83(1991) position.
 JU3378
 JU3378;                    North         East     Units Scale Factor Converg.
 JU3378;SPC DE       -   111,082.085   207,624.928   MT  0.99999572   +0 03 19.4
 JU3378;SPC DE       -   364,441.81    681,182.78   sFT  0.99999572   +0 03 19.4
 JU3378;SPC NJ       -    18,900.098    78,224.816   MT  0.99996341   -0 31 17.4
 JU3378;SPC NJ       -    62,008.07    256,642.58   sFT  0.99996341   -0 31 17.4
 JU3378;UTM  18      - 4,316,900.906   471,542.320   MT  0.99960997   -0 12 24.6
 JU3378
 JU3378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3378!SPC DE       -   1.00000524  x   0.99999572  =   1.00000096
 JU3378!SPC NJ       -   1.00000524  x   0.99996341  =   0.99996865
 JU3378!UTM  18      -   1.00000524  x   0.99960997  =   0.99961521
 JU3378
 JU3378:                Primary Azimuth Mark                     Grid Az
 JU3378:SPC DE       -  FORTESCUE 3                              027 24 02.5
 JU3378:SPC NJ       -  FORTESCUE 3                              027 58 39.3
 JU3378:UTM  18      -  FORTESCUE 3                              027 39 46.5
 JU3378
 JU3378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7154216900(NAD 83)
 JU3378
 JU3378|---------------------------------------------------------------------|
 JU3378| PID    Reference Object                     Distance      Geod. Az  |
 JU3378|                                                           dddmmss.s |
 JU3378| JU3368 FORTESCUE 3                         APPROX.29.5 KM 0272721.9 |
 JU3378| JU3371 MIAH MAULL SHOAL LIGHT              APPROX.17.4 KM 0363255.7 |
 JU3378| JU3367 FOURTEEN FOOT BANK LIGHT            APPROX.13.7 KM 0672001.8 |
 JU3378| HU1430 MISPILLION RIVER FLASHING LT        APPROX. 6.0 KM 1684533.8 |
 JU3378| HU2809 STONE 2 RM 1                         29.838 METERS 18636     |
 JU3378| CB3089 STONE 2 RM 2                         44.729 METERS 26054     |
 JU3378| CB3090 STONE 2 RM 3 AZIMUTH                               26559     |
 JU3378|---------------------------------------------------------------------|
 JU3378
 JU3378                          SUPERSEDED SURVEY CONTROL
 JU3378
 JU3378  NAD 83(1986)-  39 00 02.35780(N)    075 19 43.12791(W) AD(       ) 1
 JU3378  NAD 27      -  39 00 01.95200(N)    075 19 44.43400(W) AD(       ) 1
 JU3378
 JU3378.Superseded values are not recommended for survey control.
 JU3378
 JU3378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3378.See file dsdata.pdf to determine how the superseded data were derived.
 JU3378
 JU3378_MARKER: DS = TRIANGULATION STATION DISK
 JU3378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3378_STAMPING: STONE 1932
 JU3378_MARK LOGO: CGS
 JU3378_PROJECTION: RECESSED 46 CENTIMETERS
 JU3378_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3378+STABILITY: SURFACE MOTION
 JU3378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3378+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1983
 JU3378
 JU3378  HISTORY     - Date     Condition        Report By
 JU3378  HISTORY     - 1932     MONUMENTED       CGS
 JU3378  HISTORY     - 1932     GOOD             CGS
 JU3378  HISTORY     - 1933     GOOD             CGS
 JU3378  HISTORY     - 1956     MARK NOT FOUND   USGS
 JU3378  HISTORY     - 1970     MARK NOT FOUND   NGS
 JU3378  HISTORY     - 1970     GOOD             NGS
 JU3378  HISTORY     - 1973     MARK NOT FOUND   NGS
 JU3378  HISTORY     - 1980     GOOD             LOCENG
 JU3378  HISTORY     - 1980     GOOD             LOCENG
 JU3378  HISTORY     - 19830101 GOOD             NOS
 JU3378
 JU3378                          STATION DESCRIPTION
 JU3378
 JU3378'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU3378'STONE 2 IS ON BIG STONE BEACH ON DELAWARE BAY.
 JU3378'
 JU3378'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU3378'DISKS SET IN CONCRETE.
 JU3378'
 JU3378'REFERENCE MARK NO.1 IS 98.24 FEET SW OF THE STATION ACROSS SANDY
 JU3378'CONTINUATION OF ROAD AND IN THE MARSH GRASS.
 JU3378'
 JU3378'REFERENCE MARK NO.2 IS 146.75 FEET W OF THE STATION ON EDGE OF N
 JU3378'SIDE OF ROAD.
 JU3378'
 JU3378'REFERENCE MARK NO.3 IS 0.25 MILE W OF THE STATION AND 24 FEET S
 JU3378'OF CENTER LINE OF DIRT ROAD AND ABOUT 15 FEET S OF WHERE DIM ROAD
 JU3378'LEADS OFF SE FROM DIRT ROAD.
 JU3378'
 JU3378'TO REACH, LEAVE HIGHWAY 113, 4 MILES SE OF FREDERICA AT FILLING
 JU3378'STATION WITH LIGHTHOUSE REPRODUCTION ON E SIDE OF HIGHWAY.  TURN
 JU3378'LEFT, GO NE 3.7 MILES ON HARD SURFACED ROAD TO THOMPSONVILLE CHURCH
 JU3378'ON E SIDE OF THE ROAD.  TURN RIGHT GO 0.1 MILE ON DIRT ROAD TURN
 JU3378'RIGHT, STORE ON LEFT, GO 0.1 MILE, TURN LEFT, GO 1.2 MILES, TURN
 JU3378'LEFT, GO 2.5 MILES TO BEACH.  THE STATION IS 30 METERS PAST THE
 JU3378'END OF THE HARD SAND ROAD 50 TO 75 METERS W OF TEMPORARY
 JU3378'HOUSES.
 JU3378'
 JU3378'HEIGHT OF SIGNAL ABOVE STATION MARK - 39 METERS.
 JU3378
 JU3378                          STATION RECOVERY (1932)
 JU3378
 JU3378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 JU3378'RECOVERED IN GOOD CONDITION.
 JU3378
 JU3378                          STATION RECOVERY (1933)
 JU3378
 JU3378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3378'STONE 2 IS A BIG STONE BEACH ON DELAWARE BAY.
 JU3378'
 JU3378'STATION, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS SET
 JU3378'IN CONCRETE.
 JU3378'
 JU3378'REFERENCE MARK NO.1 IS 98.24 FEET SW OF THE STATION ACROSS SANDY
 JU3378'CONTINUATION OF THE ROAD AND AT EDGE OF MARSH GRASS.
 JU3378'
 JU3378'REFERENCE MARK NO.2 IS 146.75 FEET W OF THE STATION ON THE N
 JU3378'EDGE OF THE ROAD.
 JU3378'
 JU3378'REFERENCE MARK NO.3 IS 0.25 MILE W OF THE STATION, 24 FEET S OF
 JU3378'CENTER LINE OF DIRT ROAD, AND 15 FEET S OF DIM ROAD LEADING
 JU3378'SE.  MARKS PROJECT ABOUT 2 INCHES.
 JU3378'
 JU3378'TO REACH FOLLOW ROUTE 113 4.0 MILES SE OF FREDERICA TO A MACADAM
 JU3378'T-ROAD.  THERE IS A FILLING STATION WITH A LIGHTHOUSE REPRODUCTION
 JU3378'ON THE E SIDE OF ROUTE 113.  FOLLOW THIS ROAD NE 3.7 MILES TO
 JU3378'THOMPSONVILLE CHURCH WHICH IS ON E SIDE OF THE HIGHWAY.  TURN
 JU3378'RIGHT AND GO 0.1 MILE ON GRAVEL ROAD.  TURN RIGHT AND GO 0.1
 JU3378'MILE.  TURN LEFT AND GO 1.2 MILES TO CROSSROADS.  TURN LEFT AND
 JU3378'GO 2.5 MILES TO BIG STONE BEACH AND THE STATION.  THE MARK IS
 JU3378'30 METERS BEYOND THE END OF THE HARD SAND ROAD AND ABOUT 75
 JU3378'METERS W OF SEVERAL SMALL HOUSES.
 JU3378'
 JU3378'A 103-FOOT TOWER WAS ERECTED.
 JU3378'
 JU3378'THERE ARE SEVERAL LIGHTHOUSES VISIBLE FROM THE GROUND INCLUDING
 JU3378'CAPE MAY LIGHTHOUSE.
 JU3378
 JU3378                          STATION RECOVERY (1956)
 JU3378
 JU3378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 JU3378'STATION, REFERENCE MARKS 1 AND 3 WERE NOT FOUND.
 JU3378'
 JU3378'REFERENCE MARK 2 WAS FOUND, BUT HAS BEEN HIT BY ROAD EQUIPMENT.
 JU3378
 JU3378                          STATION RECOVERY (1970)
 JU3378
 JU3378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JU3378'STATION WAS SEARCHED FOR BUT NO TRACE OF ANY OF THE MARKS COULD
 JU3378'BE FOUND.  THE ROAD HAS BEEN REBUILT, SHOULDERS GRADED AND ROAD
 JU3378'HARD SURFACED WHICH PROBABLY DESTROYED MARKS.
 JU3378'
 JU3378'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3378'3-1/2 MILES EAST OF THOMPSONVILLE.
 JU3378
 JU3378                          STATION RECOVERY (1970)
 JU3378
 JU3378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 JU3378'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 JU3378'REFERENCE MARKS 2 AND 3 WERE NOT FOUND AND ARE BELIEVED TO BE
 JU3378'DESTROYED.
 JU3378'
 JU3378'STATION IS LOCATED AT BIG STONE BEACH, 300 FEET WEST OF HIGH-WATER
 JU3378'LINE, 135.7 FEET SOUTHWEST OF UTILITY POLE PB 103H, 127.8 FEET NORTH
 JU3378'OF THE CENTER OF OLD OBSERVATION TOWER, 98.5 FEET NORTH OF NORTH
 JU3378'EDGE OF FENCE AROUND OBSERVATION TOWER, 91.0 FEET NORTHWEST OF
 JU3378'UTILITY POLE KYI-169 17-40, 88.0 FEET WEST-NORTHWEST OF THE
 JU3378'CENTERLINE OF ROAD INTERSECTION, 69.5 FEET WEST OF THE
 JU3378'CENTERLINE OF DIRT ROAD, 25.9 FEET NORTH OF THE CENTERLINE OF
 JU3378'MAIN PAVED ROAD TO BEACH.  STATION IS 1.5 FEET BELOW THE SURFACE OF
 JU3378'THE GROUND.  THE DISK IS STAMPED STONE 1932 NOT STONE 2 1932.  RM 1
 JU3378'IS 72.0 FEET SOUTH OF THE CENTERLINE OF MAIN PAVED ROAD TO
 JU3378'BEACH, 27.0 FEET SOUTH OF NORTH EDGE OF TALL MARSH REEDS, 23.8
 JU3378'FEET WEST OF NORTHWEST CORNER OF FENCE AROUND OBSERVATION
 JU3378'TOWER AND 1.2 FEET NORTH OF IRON PIPE DRIVEN INTO THE GROUND.
 JU3378'THE MARK PROJECTS 0.2 FOOT AND IS STAMPED STONE NO 1 1932 -
 JU3378'NOT STONE 2 1932.  DISTANCE TO RM 1 OF 98.24 FEET WAS
 JU3378'VERIFIED.
 JU3378
 JU3378                          STATION RECOVERY (1973)
 JU3378
 JU3378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 JU3378'A SEARCH WAS MADE FOR THE STATION BUT NO MARKS WERE FOUND.  I HAD
 JU3378'NO ANGLES TO GO BY TO SET ON THE STATION.  THE SWAMP GRASS WAS 6
 JU3378'TO 8 FEET HIGH AND I COULD NOT SEE OVER IT.  THE AREA HAS A LOT
 JU3378'OF LOOSE SAND ON IT AND IT IS POSSIBLE TO HAVE COVERED THE
 JU3378'STATION.  HOWEVER THERE HAS BEEN A LOT OF ROAD WORK IN THE AREA
 JU3378'ALSO.  I FEEL THE STATION IS LOST OR ELSE COVERED WITH SAND.
 JU3378'
 JU3378'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3378'2-1/2 MILES EAST OF THOMPSONVILLE.
 JU3378
 JU3378                          STATION RECOVERY (1980)
 JU3378
 JU3378'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (WN)
 JU3378'RECOVERED BY VANDEMARK LYNCH INC.
 JU3378'
 JU3378'STONE 1932 GOOD - STATION AND REFERENCE
 JU3378'
 JU3378'STONE NO 1 1932 GOOD - MARK DESCRIPTION BY JKW 1970 IS ADEQUATE.
 JU3378
 JU3378                          STATION RECOVERY (1980)
 JU3378
 JU3378'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (WW)
 JU3378'STONE 1932 RECOVERED IN GOOD CONDITION.
 JU3378'
 JU3378'STONE NO 1 1932 RECOVERED IN GOOD CONDITION.
 JU3378'
 JU3378'STATION AND REFERENCE MARK DESCRIPTION BY JKW 1970 IS ADEQUATE.
 JU3378
 JU3378                          STATION RECOVERY (1983)
 JU3378
 JU3378'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983
 JU3378'THE STATION IS LOCATED AT BIG STONE BEACH ABOUT 300 FT W OF MHWL.
 JU3378'TO REACH STATION PROCEED TO THE BIG STONE BEACH AREA.
 JU3378'STATION MARK IS A STANDARD CGS BRONZE SURVEY DISK SUBMERGED 1.5 FT.
 JU3378'IT IS LOCATED 38.95 M (127.8 FT) N OF CENTER OF OLD OBSERVATION TOWER,
 JU3378'30.023 M (98.5 FT) N OF N EDGE OF FENCE AROUND TOWER, 27.737 M
 JU3378'(91.0 FT) NW OF UTILITY POLE KYI-169 17-40, AND 0.3 M (1.0 FT) N OF A
 JU3378'METAL POST.
 JU3378'REFER TO COMPLETE STATION DESCRIPTION OF RM 1 FOR REFERENCE MARK
 JU3378'INFORMATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2809 ***********************************************************************
 HU2809  DESIGNATION -  STONE 2 RM 1
 HU2809  PID         -  HU2809
 HU2809  STATE/COUNTY-  DE/KENT
 HU2809  COUNTRY     -  US
 HU2809  USGS QUAD   -  BENNETTS PIER (2016)
 HU2809
 HU2809                         *CURRENT SURVEY CONTROL
 HU2809  ______________________________________________________________________
 HU2809* NAD 83(1991) POSITION- 39 00 01.39662(N) 075 19 43.27034(W)   NO CHECK
 HU2809* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 HU2809  ______________________________________________________________________
 HU2809  GEOID HEIGHT    -        -35.150 (meters)                     GEOID18
 HU2809  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 HU2809  HORZ ORDER      -  THIRD
 HU2809
 HU2809.The horizontal coordinates were established by classical geodetic methods
 HU2809.and adjusted by the National Geodetic Survey in June 1992.
 HU2809
 HU2809.No horizontal observational check was made to the station.
 HU2809
 HU2809.The orthometric height was scaled from a topographic map.
 HU2809
 HU2809.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2809.GEOID18 height accuracy estimate available here.
 HU2809
 HU2809.Click photographs - Photos may exist for this station.
 HU2809
 HU2809.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2809
 HU2809. The following values were computed from the NAD 83(1991) position.
 HU2809
 HU2809;                    North         East     Units Scale Factor Converg.
 HU2809;SPC DE       -   111,052.161   207,621.352   MT  0.99999571   +0 03 19.3
 HU2809;SPC DE       -   364,343.63    681,171.05   sFT  0.99999571   +0 03 19.3
 HU2809;UTM  18      - 4,316,871.011   471,538.608   MT  0.99960997   -0 12 24.7
 HU2809
 HU2809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2809!SPC DE       -   1.00000524  x   0.99999571  =   1.00000095
 HU2809!UTM  18      -   1.00000524  x   0.99960997  =   0.99961521
 HU2809
 HU2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ7153816871(NAD 83)
 HU2809
 HU2809                          SUPERSEDED SURVEY CONTROL
 HU2809
 HU2809.No superseded survey control is available for this station.
 HU2809
 HU2809_MARKER: DR = REFERENCE MARK DISK
 HU2809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2809_SP_SET: SURROUNDED BY MASS OF CONCRETE
 HU2809_STAMPING: STONE NO 1 1932
 HU2809_MARK LOGO: CGS
 HU2809_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2809+STABILITY: SURFACE MOTION
 HU2809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2809+SATELLITE: SATELLITE OBSERVATIONS - 1932
 HU2809
 HU2809  HISTORY     - Date     Condition        Report By
 HU2809  HISTORY     - 1932     MONUMENTED       CGS
 HU2809
 HU2809                          STATION DESCRIPTION
 HU2809
 HU2809'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 HU2809'THE STATION IS LOCATED AT BIG STONE BEACH ON THE DELAWARE BAY.
 HU2809'TO REACH STATION PROCEED TO AREA MENTIONED ABOVE.
 HU2809'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.  IT IS LOCATED
 HU2809'21.946 M (72.0 FT) S OF CENTERLINE OF MAIN PAVED ROAD TO BEACH, 8.230
 HU2809'M (27.0 FT) S OF N EDGE OF TALL MARSH REEDS, 7.254 M (23.8 FT) W OF NW
 HU2809'CORNER OF FENCE AROUND ---BIG STONE BEACH TOWER---, AND 0.366 M
 HU2809'(1.2 FT) N OF AN IRON PIPE DRIVEN INTO THE GROUND.  THE MARK PROJECTS
 HU2809'0.2 FT ABOVE THE GROUND AND IS 29.944 M (98.2 FT) SW OF
 HU2809'STATION---STONE 2 1932---.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0797 ***********************************************************************
 JU0797  DESIGNATION -  STONEY
 JU0797  PID         -  JU0797
 JU0797  STATE/COUNTY-  DE/NEW CASTLE
 JU0797  COUNTRY     -  US
 JU0797  USGS QUAD   -  MARCUS HOOK (2019)
 JU0797
 JU0797                         *CURRENT SURVEY CONTROL
 JU0797  ______________________________________________________________________
 JU0797* NAD 83(1991) POSITION- 39 46 28.89461(N) 075 28 53.86876(W)   ADJUSTED
 JU0797* NAVD 88 ORTHO HEIGHT -     3.216 (meters)       10.55  (feet) ADJUSTED
 JU0797  ______________________________________________________________________
 JU0797  GEOID HEIGHT    -        -32.943 (meters)                     GEOID18
 JU0797  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 JU0797  DYNAMIC HEIGHT  -          3.215 (meters)       10.55  (feet) COMP
 JU0797  MODELED GRAVITY -    980,176.4   (mgal)                       NAVD 88
 JU0797
 JU0797  HORZ ORDER      -  SECOND
 JU0797  VERT ORDER      -  FIRST     CLASS I
 JU0797
 JU0797.The horizontal coordinates were established by classical geodetic methods
 JU0797.and adjusted by the National Geodetic Survey in January 1992.
 JU0797
 JU0797.The orthometric height was determined by differential leveling and
 JU0797.adjusted by the NATIONAL GEODETIC SURVEY
 JU0797.in June 1991.
 JU0797
 JU0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0797.GEOID18 height accuracy estimate available here.
 JU0797
 JU0797.Click photographs - Photos may exist for this station.
 JU0797
 JU0797.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU0797
 JU0797.The dynamic height is computed by dividing the NAVD 88
 JU0797.geopotential number by the normal gravity value computed on the
 JU0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0797.degrees latitude (g = 980.6199 gals.).
 JU0797
 JU0797.The modeled gravity was interpolated from observed gravity values.
 JU0797
 JU0797. The following values were computed from the NAD 83(1991) position.
 JU0797
 JU0797;                    North         East     Units Scale Factor Converg.
 JU0797;SPC DE       -   197,015.646   194,434.351   MT  0.99999538   -0 02 29.6
 JU0797;SPC DE       -   646,375.50    637,906.70   sFT  0.99999538   -0 02 29.6
 JU0797;SPC NJ       -   104,961.404    65,907.613   MT  0.99998703   -0 37 41.0
 JU0797;SPC NJ       -   344,360.87    216,231.89   sFT  0.99998703   -0 37 41.0
 JU0797;SPC PA S     -    51,502.360   794,324.164   MT  1.00002859   +1 28 18.1
 JU0797;SPC PA S     -   168,970.66  2,606,045.19   sFT  1.00002859   +1 28 18.1
 JU0797;UTM  18      - 4,402,861.739   458,753.301   MT  0.99962094   -0 18 29.3
 JU0797
 JU0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU0797!SPC DE       -   1.00000466  x   0.99999538  =   1.00000004
 JU0797!SPC NJ       -   1.00000466  x   0.99998703  =   0.99999169
 JU0797!SPC PA S     -   1.00000466  x   1.00002859  =   1.00003325
 JU0797!UTM  18      -   1.00000466  x   0.99962094  =   0.99962560
 JU0797
 JU0797:                Primary Azimuth Mark                     Grid Az
 JU0797:SPC DE       -  BELLE                                    201 23 44.0
 JU0797:SPC NJ       -  BELLE                                    201 58 55.4
 JU0797:SPC PA S     -  BELLE                                    199 52 56.3
 JU0797:UTM  18      -  BELLE                                    201 39 43.7
 JU0797
 JU0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5875302861(NAD 83)
 JU0797
 JU0797|---------------------------------------------------------------------|
 JU0797| PID    Reference Object                     Distance      Geod. Az  |
 JU0797|                                                           dddmmss.s |
 JU0797| JU3338 WILMINGTON BROOK VIEW WATER TK      APPROX. 3.7 KM 0313618.6 |
 JU0797| JU0801 BELLE                               APPROX. 1.6 KM 2012114.4 |
 JU0797| JU0798 STONEY RM 1                          32.408 METERS 20517     |
 JU0797| JU0796 STONEY RM 2                          13.564 METERS 29305     |
 JU0797|---------------------------------------------------------------------|
 JU0797
 JU0797                          SUPERSEDED SURVEY CONTROL
 JU0797
 JU0797  NAD 83(1986)-  39 46 28.89337(N)    075 28 53.87268(W) AD(       ) 2
 JU0797  NAD 27      -  39 46 28.48400(N)    075 28 55.16550(W) AD(       ) 2
 JU0797  NGVD 29               3.56   (m)           11.7    (f) LEVELING    3  
 JU0797  NGVD 29 (11/26/84)    3.486  (m)           11.44   (f) ADJUSTED    1 1
 JU0797
 JU0797.Superseded values are not recommended for survey control.
 JU0797
 JU0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0797.See file dsdata.pdf to determine how the superseded data were derived.
 JU0797
 JU0797_MARKER: DS = TRIANGULATION STATION DISK
 JU0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0797_STAMPING: STONEY 1958
 JU0797_MARK LOGO: CGS
 JU0797_PROJECTION: FLUSH
 JU0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0797+STABILITY: SURFACE MOTION
 JU0797
 JU0797  HISTORY     - Date     Condition        Report By
 JU0797  HISTORY     - 1959     MONUMENTED       CGS
 JU0797  HISTORY     - 1965     GOOD             CGS
 JU0797  HISTORY     - 1976     GOOD             LOCENG
 JU0797  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0797  HISTORY     - 1979     MARK NOT FOUND   UDE
 JU0797  HISTORY     - 1980     GOOD             LOCENG
 JU0797  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU0797
 JU0797                          STATION DESCRIPTION
 JU0797
 JU0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCE)
 JU0797'STATION IS ABOUT 4 MILES NORTHEAST OF THE WILMINGTON POST
 JU0797'OFFICE, ABOUT 1-1/2 MILES NORTHEAST OF THE EDGE MOOR SHOPPING
 JU0797'CENTER AND IN THE ISLAND BETWEEN THE TRAFFIC LANES OF
 JU0797'GOVERNOR PRINTZ BOULEVARD, JUST SOUTHWEST OF THE CONCRETE
 JU0797'BRIDGE OVER STONEY CREEK.  STATION IS 21 FEET NORTHWEST OF
 JU0797'THE CENTERLINE OF THE NORTH BOUND TRAFFIC LANE, 21 FEET
 JU0797'SOUTHEAST OF THE CENTERLINE OF THE SOUTH BOUND TRAFFIC LANE
 JU0797'AND 8 FEET SOUTHWEST OF CURB OF CROSSOVER BETWEEN
 JU0797'LANES.  STATION MARK IS A STANDARD DISK STAMPED STONEY 1958
 JU0797'SET IN A 12 X 12 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH
 JU0797'THE GROUND.
 JU0797'
 JU0797'TO REACH STATION FROM THE SOUTHERN INTERSECTION OF
 JU0797'U.S. HIGHWAY 13. AND HIGHWAY 13A GO NORTH ON U.S. HIGHWAY 13A
 JU0797'FOR 1.4 MILES TO BRIDGE OVER CHRISTINA RIVER.  CONTINUE 0.8
 JU0797'MILE TO BRIDGE OVER THE BRANDYWINE RIVER.  CONTINUE ON
 JU0797'U.S. HIGHWAY 13A FOR 1.7 MILES TO LARGE SHOPPING CENTER ON THE
 JU0797'LEFT.  CONTINUE FOR 2.4 MILES TO STATION ON THE LEFT JUST
 JU0797'BEFORE REACHING BRIDGE OVER STONEY CREEK AS DESCRIBED.
 JU0797'
 JU0797'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A 12 X 12
 JU0797'INCH CONCRETE MONUMENT STAMPED STONEY 1 1958 AND IS ABOUT 2
 JU0797'INCHES BELOW THE SURFACE.  THE MARK IS 21 FEET NORTHWEST OF
 JU0797'THE CENTERLINE OF THE NORTH BOUND TRAFFIC LANE AND 21 FEET
 JU0797'SOUTHEAST OF THE CENTERLINE OF THE SOUTH BOUND TRAFFIC LANE.
 JU0797'
 JU0797'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A 12 X 12
 JU0797'INCH CONCRETE MONUMENT STAMPED STONEY 2 1958 AND IS FLUSH
 JU0797'WITH THE GROUND.  THE MARK IS 18.5 FEET NORTHWEST OF THE
 JU0797'CENTERLINE OF THE SOUTH BOUND TRAFFIC LANE, 2 FEET EAST OF A
 JU0797'UTILITY POLE AND 1 FOOT NORTHWEST OF GUARD FENCE.
 JU0797'
 JU0797'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU0797
 JU0797                          STATION RECOVERY (1965)
 JU0797
 JU0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JU0797'2.1 MI NE FROM WILMINGTON.
 JU0797'2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 13 A (GOVERNOR PRINTZ
 JU0797'BLVD.) FROM OVERPASS OF EDGEMOOR ROAD OVER HIGHWAY AT
 JU0797'WILMINGTON, 60 1/2 FEET SOUTHWEST OF CENTER OF SOUTHWEST EDGE
 JU0797'OF HIGHWAY BRIDGE OVER STONEY CREEK, IN CENTER OF DIVIDING STRIP
 JU0797'BETWEEN THE LANES OF HIGHWAY, 9 1/2 FEET SOUTHWEST OF NORTHEAST
 JU0797'END OF DIVIDING STRIP, 44.25 FEET SOUTHEAST AND ACROSS SOUTHWEST
 JU0797'BOUND LANE OF HIGHWAY FROM RM NO. 2, 106.25 FEET NORTHEAST OF
 JU0797'RM NO. 1, 1/2 FOOT NORTH OF A GREEN AND WHITE STROPED METAL
 JU0797'CAUTION SIGN, 21 FEET SOUTHEAST OF CENTERLINE OF SOUTHWEST
 JU0797'BOUND LANE OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 JU0797'ABOUT FLUSH WITH HIGHWAY.
 JU0797
 JU0797                          STATION RECOVERY (1976)
 JU0797
 JU0797'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (MJE)
 JU0797'RECOVERED BY BJ CAMPAGNA INC.
 JU0797'
 JU0797'STONEY 1958 GOOD CONDITION
 JU0797
 JU0797                          STATION RECOVERY (1979)
 JU0797
 JU0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0797'NOTE-ROAD CONSTRUCTION, STATION STONEY AND RM,S CONSIDERED DESTROYED.
 JU0797
 JU0797                          STATION RECOVERY (1979)
 JU0797
 JU0797'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1979
 JU0797'MARK NOT FOUND.
 JU0797
 JU0797                          STATION RECOVERY (1980)
 JU0797
 JU0797'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (WW)
 JU0797'RECOVERED BY VANDEMARK LYNCH INC.
 JU0797'
 JU0797'STONEY-1958 GOOD
 JU0797'
 JU0797'STONEY-1-1958 GOOD
 JU0797'
 JU0797'STONEY-2-1958 GOOD
 JU0797'
 JU0797'STATION AND REFERENCE MARKS ADEQUATELY DESCRIBED.
 JU0797
 JU0797                          STATION RECOVERY (2013)
 JU0797
 JU0797'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU0797'MARK IS POSSIBLY DESTROYED DUE TO CONSTRUCTION OF NEW MEDIAN.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0798 ***********************************************************************
 JU0798  DESIGNATION -  STONEY RM 1
 JU0798  PID         -  JU0798
 JU0798  STATE/COUNTY-  DE/NEW CASTLE
 JU0798  COUNTRY     -  US
 JU0798  USGS QUAD   -  MARCUS HOOK (2019)
 JU0798
 JU0798                         *CURRENT SURVEY CONTROL
 JU0798  ______________________________________________________________________
 JU0798* NAD 83(1986) POSITION- 39 46 27.94   (N) 075 28 54.45   (W)   HD_HELD1
 JU0798* NAVD 88 ORTHO HEIGHT -     3.281 (meters)       10.76  (feet) ADJUSTED
 JU0798  ______________________________________________________________________
 JU0798  GEOID HEIGHT    -        -32.943 (meters)                     GEOID18
 JU0798  DYNAMIC HEIGHT  -          3.280 (meters)       10.76  (feet) COMP
 JU0798  MODELED GRAVITY -    980,176.3   (mgal)                       NAVD 88
 JU0798
 JU0798  VERT ORDER      -  FIRST     CLASS I
 JU0798
 JU0798.The horizontal coordinates were determined by differentially corrected
 JU0798.hand held GPS observations or other comparable positioning techniques
 JU0798.and have an estimated accuracy of +/- 3 meters.
 JU0798
 JU0798.The orthometric height was determined by differential leveling and
 JU0798.adjusted by the NATIONAL GEODETIC SURVEY
 JU0798.in June 1991.
 JU0798
 JU0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0798.GEOID18 height accuracy estimate available here.
 JU0798
 JU0798.Click photographs - Photos may exist for this station.
 JU0798
 JU0798.The dynamic height is computed by dividing the NAVD 88
 JU0798.geopotential number by the normal gravity value computed on the
 JU0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0798.degrees latitude (g = 980.6199 gals.).
 JU0798
 JU0798.The modeled gravity was interpolated from observed gravity values.
 JU0798
 JU0798;                    North         East    Units  Estimated Accuracy
 JU0798;SPC DE       -   196,986.2     194,420.5     MT  (+/- 3 meters HH1 GPS) 
 JU0798
 JU0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5873902832(NAD 83)
 JU0798
 JU0798                          SUPERSEDED SURVEY CONTROL
 JU0798
 JU0798  NGVD 29 (11/26/84)    3.551  (m)           11.65   (f) ADJUSTED    1 1
 JU0798
 JU0798.Superseded values are not recommended for survey control.
 JU0798
 JU0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0798.See file dsdata.pdf to determine how the superseded data were derived.
 JU0798
 JU0798_MARKER: DR = REFERENCE MARK DISK
 JU0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0798_STAMPING: STONEY NO 1 1958
 JU0798_MARK LOGO: CGS
 JU0798_PROJECTION: RECESSED 5 CENTIMETERS
 JU0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0798+STABILITY: SURFACE MOTION
 JU0798
 JU0798  HISTORY     - Date     Condition        Report By
 JU0798  HISTORY     - 1958     MONUMENTED       CGS
 JU0798  HISTORY     - 1965     GOOD             CGS
 JU0798  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0798  HISTORY     - 1979     MARK NOT FOUND   UDE
 JU0798
 JU0798                          STATION DESCRIPTION
 JU0798
 JU0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU0798'2.1 MI NE FROM WILMINGTON.
 JU0798'106.25 FEET SOUTHWEST OF TRIANGULATION STATION STONEY,
 JU0798'DESCRIBED, IN CENTER OF DIVIDING STRIP BETWEEN HIGHWAY LANES,
 JU0798'21 FEET SOUTHEAST OF CENTERLINE OF SOUTHWEST BOUND LANE, 116
 JU0798'FEET SOUTHWEST OF NORTHEAST END OF DIVIDING STRIP, 166 1/2
 JU0798'FEET SOUTHWEST OF CENTER OF SOUTHWEST EDGE OF HIGHWAY BRIDGE
 JU0798'OVER STONEY CREEK, 113 1/2 FEET SOUTH OF RM NO. 2 AND SET IN
 JU0798'THE TOP OF A CONCRETE POST ABOUT 2 INCHES UNDERGROUND.
 JU0798
 JU0798                          STATION RECOVERY (1979)
 JU0798
 JU0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0798'MARK NOT FOUND.
 JU0798
 JU0798                          STATION RECOVERY (1979)
 JU0798
 JU0798'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1979
 JU0798'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0796 ***********************************************************************
 JU0796  DESIGNATION -  STONEY RM 2
 JU0796  PID         -  JU0796
 JU0796  STATE/COUNTY-  DE/NEW CASTLE
 JU0796  COUNTRY     -  US
 JU0796  USGS QUAD   -  MARCUS HOOK (2019)
 JU0796
 JU0796                         *CURRENT SURVEY CONTROL
 JU0796  ______________________________________________________________________
 JU0796* NAD 83(1986) POSITION- 39 46 29.07   (N) 075 28 54.39   (W)   HD_HELD1
 JU0796* NAVD 88 ORTHO HEIGHT -     2.885 (meters)        9.47  (feet) ADJUSTED
 JU0796  ______________________________________________________________________
 JU0796  GEOID HEIGHT    -        -32.943 (meters)                     GEOID18
 JU0796  DYNAMIC HEIGHT  -          2.884 (meters)        9.46  (feet) COMP
 JU0796  MODELED GRAVITY -    980,176.3   (mgal)                       NAVD 88
 JU0796
 JU0796  VERT ORDER      -  FIRST     CLASS I
 JU0796
 JU0796.The horizontal coordinates were determined by differentially corrected
 JU0796.hand held GPS observations or other comparable positioning techniques
 JU0796.and have an estimated accuracy of +/- 3 meters.
 JU0796
 JU0796.The orthometric height was determined by differential leveling and
 JU0796.adjusted by the NATIONAL GEODETIC SURVEY
 JU0796.in June 1991.
 JU0796
 JU0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0796.GEOID18 height accuracy estimate available here.
 JU0796
 JU0796.Click photographs - Photos may exist for this station.
 JU0796
 JU0796.The dynamic height is computed by dividing the NAVD 88
 JU0796.geopotential number by the normal gravity value computed on the
 JU0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0796.degrees latitude (g = 980.6199 gals.).
 JU0796
 JU0796.The modeled gravity was interpolated from observed gravity values.
 JU0796
 JU0796;                    North         East    Units  Estimated Accuracy
 JU0796;SPC DE       -   197,021.1     194,422.0     MT  (+/- 3 meters HH1 GPS) 
 JU0796
 JU0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5874002867(NAD 83)
 JU0796
 JU0796                          SUPERSEDED SURVEY CONTROL
 JU0796
 JU0796  NGVD 29 (11/26/84)    3.155  (m)           10.35   (f) ADJUSTED    1 1
 JU0796
 JU0796.Superseded values are not recommended for survey control.
 JU0796
 JU0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0796.See file dsdata.pdf to determine how the superseded data were derived.
 JU0796
 JU0796_MARKER: DR = REFERENCE MARK DISK
 JU0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU0796_STAMPING: STONEY NO 2 1958
 JU0796_MARK LOGO: CGS
 JU0796_PROJECTION: FLUSH
 JU0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU0796+STABILITY: SURFACE MOTION
 JU0796
 JU0796  HISTORY     - Date     Condition        Report By
 JU0796  HISTORY     - 1958     MONUMENTED       CGS
 JU0796  HISTORY     - 1965     GOOD             CGS
 JU0796  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU0796  HISTORY     - 1979     MARK NOT FOUND   UDE
 JU0796
 JU0796                          STATION DESCRIPTION
 JU0796
 JU0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU0796'2.1 MI NE FROM WILMINGTON.
 JU0796'44.25 FEET NORTHWEST AND ACROSS SOUTHWEST BOUND TRAFFIC LANE OF
 JU0796'HIGHWAY 13 A FROM TRIANGULATION STATION STONEY, DESCRIBED, 76
 JU0796'FEET SOUTHWEST OF SOUTHWEST END OF NORTHWEST CONCRETE BANISTER
 JU0796'OF HIGHWAY BRIDGE OVER STONEY CREEK, 23 FEET NORTHWEST OF
 JU0796'CENTER LINE OF SOUTHWEST BOUND LANE OF HIGHWAY, 2 FEET
 JU0796'EAST-NORTHEAST OF POWER POLE NO. 25, 113 1/2 FEET NORTH OF RM
 JU0796'NO. 1 ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE
 JU0796'POST ABOUT FLUSH WITH GROUND.
 JU0796
 JU0796                          STATION RECOVERY (1979)
 JU0796
 JU0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU0796'MARK NOT FOUND.
 JU0796
 JU0796                          STATION RECOVERY (1979)
 JU0796
 JU0796'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1979
 JU0796'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4001 ***********************************************************************
 JU4001  PACS        -  This is a Primary Airport Control Station.
 JU4001  DESIGNATION -  SUMMIT
 JU4001  PID         -  JU4001
 JU4001  STATE/COUNTY-  DE/NEW CASTLE
 JU4001  COUNTRY     -  US
 JU4001  USGS QUAD   -  SAINT GEORGES (2016)
 JU4001
 JU4001                         *CURRENT SURVEY CONTROL
 JU4001  ______________________________________________________________________
 JU4001* NAD 83(2011) POSITION- 39 31 20.33600(N) 075 43 14.01360(W)   ADJUSTED
 JU4001* NAD 83(2011) ELLIP HT-   -12.225 (meters)        (06/27/12)   ADJUSTED
 JU4001* NAD 83(2011) EPOCH   -  2010.00
 JU4001* NAVD 88 ORTHO HEIGHT -    21.13  (meters)       69.3   (feet) GPS OBS
 JU4001  ______________________________________________________________________
 JU4001  NAVD 88 orthometric height was determined with geoid model    GEOID96
 JU4001  GEOID HEIGHT    -        -33.361 (meters)                     GEOID96
 JU4001  GEOID HEIGHT    -        -33.356 (meters)                     GEOID18
 JU4001  NAD 83(2011) X  -  1,215,157.199 (meters)                     COMP
 JU4001  NAD 83(2011) Y  - -4,774,408.767 (meters)                     COMP
 JU4001  NAD 83(2011) Z  -  4,037,207.202 (meters)                     COMP
 JU4001  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 JU4001
 JU4001  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4001  Standards:
 JU4001         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4001            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4001  -------------------------------------------------------------------
 JU4001  NETWORK    0.83   1.43           0.24   0.39   0.73      0.44713422
 JU4001  -------------------------------------------------------------------
 JU4001  Click here for local accuracies and other accuracy information.
 JU4001
 JU4001.This mark is at Summit Airpark  (EVY)
 JU4001
 JU4001.The horizontal coordinates were established by GPS observations
 JU4001.and adjusted by the National Geodetic Survey in June 2012.
 JU4001
 JU4001.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4001.been affixed to the stable North American tectonic plate. See 
 JU4001.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4001
 JU4001.The horizontal coordinates are valid at the epoch date displayed above
 JU4001.which is a decimal equivalence of Year/Month/Day.
 JU4001
 JU4001.The orthometric height was determined by GPS observations and a
 JU4001.high-resolution geoid model.
 JU4001
 JU4001.GPS derived orthometric heights for airport stations designated as
 JU4001.PACS or SACS are published to 2 decimal places.  This maintains
 JU4001.centimeter relative accuracy between the PACS and SACS.  It does
 JU4001.not indicate centimeter accuracy relative to other marks which are
 JU4001.part of the published vertical control network.
 JU4001
 JU4001.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4001.GEOID18 height accuracy estimate available here.
 JU4001
 JU4001.Click photographs - Photos may exist for this station.
 JU4001
 JU4001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4001
 JU4001.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4001
 JU4001.The ellipsoidal height was determined by GPS observations
 JU4001.and is referenced to NAD 83.
 JU4001
 JU4001. The following values were computed from the NAD 83(2011) position.
 JU4001
 JU4001;                    North         East     Units Scale Factor Converg.
 JU4001;SPC DE       -   169,036.939   173,869.620   MT  1.00000340   -0 11 36.2
 JU4001;SPC DE       -   554,582.02    570,437.24   sFT  1.00000340   -0 11 36.2
 JU4001;SPC MD       -   206,763.468   510,011.744   MT  1.00001345   +0 48 10.9
 JU4001;SPC MD       -   678,356.48  1,673,263.53   sFT  1.00001345   +0 48 10.9
 JU4001;UTM  18      - 4,374,988.947   438,066.521   MT  0.99964722   -0 27 30.8
 JU4001
 JU4001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4001!SPC DE       -   1.00000192  x   1.00000340  =   1.00000532
 JU4001!SPC MD       -   1.00000192  x   1.00001345  =   1.00001537
 JU4001!UTM  18      -   1.00000192  x   0.99964722  =   0.99964914
 JU4001
 JU4001:                Primary Azimuth Mark                     Grid Az
 JU4001:SPC DE       -  SUMMIT AZ MK                             168 36 02.8
 JU4001:SPC MD       -  SUMMIT AZ MK                             167 36 15.7
 JU4001:UTM  18      -  SUMMIT AZ MK                             168 51 57.4
 JU4001
 JU4001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3806674988(NAD 83)
 JU4001
 JU4001|---------------------------------------------------------------------|
 JU4001| PID    Reference Object                     Distance      Geod. Az  |
 JU4001|                                                           dddmmss.s |
 JU4001| JU4230 J 38 RESET                          216.644 METERS 03334     |
 JU4001| JU1822 K 38                                222.567 METERS 07335     |
 JU4001| JU4004 SUMMIT AZ MK                        APPROX. 0.5 KM 1682426.6 |
 JU4001| AF8888 N92 A                               449.217 METERS 3443638.9 |
 JU4001|---------------------------------------------------------------------|
 JU4001
 JU4001                          SUPERSEDED SURVEY CONTROL
 JU4001
 JU4001  NAD 83(2007)-  39 31 20.33627(N)    075 43 14.01443(W) AD(2002.00) 0
 JU4001  ELLIP H (02/10/07)  -12.197  (m)                       GP(2002.00)    
 JU4001  ELLIP H (10/30/02)  -12.185  (m)                       GP(       ) 4 1
 JU4001  NAD 83(1991)-  39 31 20.33644(N)    075 43 14.01486(W) AD(       ) B
 JU4001  ELLIP H (10/08/97)  -12.204  (m)                       GP(       ) 4 1
 JU4001  NAD 83(1991)-  39 31 20.33212(N)    075 43 14.01138(W) AD(       ) 3
 JU4001  ELLIP H (01/27/92)  -12.195  (m)                       GP(       ) 4 1
 JU4001  NAD 83(1986)-  39 31 20.31742(N)    075 43 14.01832(W) AD(       ) 3
 JU4001  NAD 27      -  39 31 19.92024(N)    075 43 15.27256(W) AD(       ) 3
 JU4001  NGVD 29 (03/22/89)   21.42   (m)  RAPSU86  model used  GPS OBS        
 JU4001
 JU4001.Superseded values are not recommended for survey control.
 JU4001
 JU4001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4001.See file dsdata.pdf to determine how the superseded data were derived.
 JU4001
 JU4001_MARKER: DH = HORIZONTAL CONTROL DISK
 JU4001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4001_STAMPING: SUMMIT 1986
 JU4001_MARK LOGO: NGS
 JU4001_PROJECTION: FLUSH
 JU4001_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4001+STABILITY: SURFACE MOTION
 JU4001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4001+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2006
 JU4001
 JU4001  HISTORY     - Date     Condition        Report By
 JU4001  HISTORY     - 1986     MONUMENTED       NGS
 JU4001  HISTORY     - 19960902 GOOD             NGS
 JU4001  HISTORY     - 20000304 GOOD             USPSQD
 JU4001  HISTORY     - 20060113 GOOD             USPSQD
 JU4001
 JU4001                          STATION DESCRIPTION
 JU4001
 JU4001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 JU4001'THE STATION IS LOCATED ABOUT 17.7 KM (11.0 MI) SOUTH OF NEWARK, 8.0 KM
 JU4001'(5.0 MI) NORTH OF MIDDLETOWN, 1.6 KM (1.0 MI) SOUTH OF THE CHESAPEAKE
 JU4001'AND DELAWARE CANAL, AT THE MIDDLETOWN-SUMMIT AIRPARK, AND DUE WEST OF
 JU4001'THE FLIGHT OPERATIONS OFFICE, IN THE LARGE GRASS AREA BETWEEN THE
 JU4001'PARALLEL TAXIWAY AND THE PARKING RAMP.  OWNERSHIP--SUMMIT AVIATION,
 JU4001'C/O AIRPORT MANAGER DUNCAN CLARK, SUMMIT AIRPORT, MIDDLETOWN DE 19709.
 JU4001'PHONE (302) 834-5400.
 JU4001'
 JU4001'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE
 JU4001'HIGHWAY 299 IN THE WEST EDGE OF MIDDLETOWN, GO NORTH FOR 6.9 KM
 JU4001'(4.3 MI) ON HIGHWAY 301 TO THE JUNCTION OF STATE HIGHWAY 896.
 JU4001'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 1.6 KM (1.0 MI) ON HIGHWAY
 JU4001'896 TO THE NORTH ENTRANCE OF THE AIRPORT ON THE LEFT.  TURN LEFT AND
 JU4001'GO SOUTHWEST FOR 30 METERS (98.4 FT) INTO THE PARKING LOT.  TURN RIGHT
 JU4001'AND GO NORTHWEST FOR 40 METERS ON THE PAVED PARKING AREA TO A WOODEN
 JU4001'GATE.  TURN LEFT AND GO WEST FOR 0.2 KM (0.1 MI) ON THE PAVED DRIVE
 JU4001'PASSING THROUGH THE GATE AND CROSSING THE PARKING RAMP AND THE TAXIWAY
 JU4001'AT THE NORTHWEST CORNER OF THE RAMP TO THE PARALLEL TAXIWAY.  TURN
 JU4001'LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI) ON THE PARALLEL TAXIWAY TO THE
 JU4001'STATION ON THE LEFT, JUST AFTER CROSSING THE MAIN EAST-WEST TAXIWAY.
 JU4001'
 JU4001'THE STATION IS A STANDARD NGS DISK STAMPED ---SUMMIT 1986---, SET INTO
 JU4001'THE TOP OF A ROUND CONCRETE MONUMENT 24 CM IN DIAMETER FLUSH WITH
 JU4001'GROUND.  LOCATED 61.3 METERS (201.2 FT) WEST FROM THE WEST EDGE OF THE
 JU4001'PARKING RAMP, 50.7 METERS (166.3 FT) NORTH FROM THE CENTER OF A
 JU4001'TAXIWAY, 45.7 METERS (150.0 FT) SOUTH FROM THE CENTER OF THE MAIN
 JU4001'TAXIWAY, 44.9 METERS (147.3 FT) EAST FROM THE CENTER OF THE RUNWAY,
 JU4001'35.0 METERS (114.7 FT) SOUTHEAST FROM THE FIBERGLASS WITNESS POST AT A
 JU4001'METAL CATCH BASIN, 33.7 METERS (110.6 FT) SOUTHEAST FROM THE SOUTHEAST
 JU4001'CORNER OF THE METAL GRATE OVER A CATCH BASIN IN A SMALL GRASS ISLAND,
 JU4001'AND 14.4 METERS (47.3 FT) EAST FROM THE EAST EDGE OF THE PARALLEL
 JU4001'TAXIWAY.  THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED
 JU4001'---SUMMIT 1986---, SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS
 JU4001'BELOW THE SURFACE.
 JU4001'
 JU4001'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 JU4001
 JU4001                          STATION RECOVERY (1996)
 JU4001
 JU4001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 JU4001'STATION IS AIRPORT PACS.  RECOVERED AS DESCRIBED.
 JU4001
 JU4001                          STATION RECOVERY (2000)
 JU4001
 JU4001'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU4001'RECOVERED IN GOOD CONDITION.
 JU4001
 JU4001                          STATION RECOVERY (2006)
 JU4001
 JU4001'RECOVERY NOTE BY US POWER SQUADRON 2006 (KN)
 JU4001'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4004 ***********************************************************************
 JU4004  SACS        -  This is a Secondary Airport Control Station.
 JU4004  DESIGNATION -  SUMMIT AZ MK
 JU4004  PID         -  JU4004
 JU4004  STATE/COUNTY-  DE/NEW CASTLE
 JU4004  COUNTRY     -  US
 JU4004  USGS QUAD   -  SAINT GEORGES (2016)
 JU4004
 JU4004                         *CURRENT SURVEY CONTROL
 JU4004  ______________________________________________________________________
 JU4004* NAD 83(2011) POSITION- 39 31 04.16953(N) 075 43 09.73182(W)   ADJUSTED
 JU4004* NAD 83(2011) ELLIP HT-   -14.512 (meters)        (06/27/12)   ADJUSTED
 JU4004* NAD 83(2011) EPOCH   -  2010.00
 JU4004* NAVD 88 ORTHO HEIGHT -    18.86  (meters)       61.9   (feet) GPS OBS
 JU4004  ______________________________________________________________________
 JU4004  NAVD 88 orthometric height was determined with geoid model    GEOID96
 JU4004  GEOID HEIGHT    -        -33.375 (meters)                     GEOID96
 JU4004  GEOID HEIGHT    -        -33.371 (meters)                     GEOID18
 JU4004  NAD 83(2011) X  -  1,215,334.136 (meters)                     COMP
 JU4004  NAD 83(2011) Y  - -4,774,689.298 (meters)                     COMP
 JU4004  NAD 83(2011) Z  -  4,036,821.142 (meters)                     COMP
 JU4004  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 JU4004
 JU4004  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4004  Standards:
 JU4004         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4004            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4004  -------------------------------------------------------------------
 JU4004  NETWORK    0.85   1.43           0.26   0.39   0.73      0.40736767
 JU4004  -------------------------------------------------------------------
 JU4004  Click here for local accuracies and other accuracy information.
 JU4004
 JU4004.This mark is at Summit Airpark  (EVY)
 JU4004
 JU4004.The horizontal coordinates were established by GPS observations
 JU4004.and adjusted by the National Geodetic Survey in June 2012.
 JU4004
 JU4004.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4004.been affixed to the stable North American tectonic plate. See 
 JU4004.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4004
 JU4004.The horizontal coordinates are valid at the epoch date displayed above
 JU4004.which is a decimal equivalence of Year/Month/Day.
 JU4004
 JU4004.The orthometric height was determined by GPS observations and a
 JU4004.high-resolution geoid model.
 JU4004
 JU4004.GPS derived orthometric heights for airport stations designated as
 JU4004.PACS or SACS are published to 2 decimal places.  This maintains
 JU4004.centimeter relative accuracy between the PACS and SACS.  It does
 JU4004.not indicate centimeter accuracy relative to other marks which are
 JU4004.part of the published vertical control network.
 JU4004
 JU4004.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4004.GEOID18 height accuracy estimate available here.
 JU4004
 JU4004.Click photographs - Photos may exist for this station.
 JU4004
 JU4004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4004
 JU4004.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4004
 JU4004.The ellipsoidal height was determined by GPS observations
 JU4004.and is referenced to NAD 83.
 JU4004
 JU4004. The following values were computed from the NAD 83(2011) position.
 JU4004
 JU4004;                    North         East     Units Scale Factor Converg.
 JU4004;SPC DE       -   168,538.015   173,970.214   MT  1.00000334   -0 11 33.4
 JU4004;SPC DE       -   552,945.14    570,767.28   sFT  1.00000334   -0 11 33.4
 JU4004;SPC MD       -   206,266.364   510,121.000   MT  1.00001257   +0 48 13.6
 JU4004;SPC MD       -   676,725.56  1,673,621.98   sFT  1.00001257   +0 48 13.6
 JU4004;UTM  18      - 4,374,489.741   438,164.770   MT  0.99964708   -0 27 27.9
 JU4004
 JU4004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4004!SPC DE       -   1.00000228  x   1.00000334  =   1.00000562
 JU4004!SPC MD       -   1.00000228  x   1.00001257  =   1.00001485
 JU4004!UTM  18      -   1.00000228  x   0.99964708  =   0.99964936
 JU4004
 JU4004:                Primary Azimuth Mark                     Grid Az
 JU4004:SPC DE       -  SUMMIT                                   348 36 02.7
 JU4004:SPC MD       -  SUMMIT                                   347 36 15.7
 JU4004:UTM  18      -  SUMMIT                                   348 51 57.2
 JU4004
 JU4004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3816474489(NAD 83)
 JU4004
 JU4004|---------------------------------------------------------------------|
 JU4004| PID    Reference Object                     Distance      Geod. Az  |
 JU4004|                                                           dddmmss.s |
 JU4004| JU4001 SUMMIT                              APPROX. 0.5 KM 3482429.3 |
 JU4004|---------------------------------------------------------------------|
 JU4004
 JU4004                          SUPERSEDED SURVEY CONTROL
 JU4004
 JU4004  NAD 83(2007)-  39 31 04.16981(N)    075 43 09.73266(W) AD(2002.00) 0
 JU4004  ELLIP H (02/10/07)  -14.484  (m)                       GP(2002.00)    
 JU4004  ELLIP H (12/26/02)  -14.471  (m)                       GP(       ) 4 1
 JU4004  NAD 83(1991)-  39 31 04.16998(N)    075 43 09.73309(W) AD(       ) 1
 JU4004  ELLIP H (07/08/98)  -14.490  (m)                       GP(       ) 4 1
 JU4004  NAD 83(1991)-  39 31 04.16466(N)    075 43 09.72975(W) AD(       ) 3
 JU4004  ELLIP H (01/27/92)  -14.449  (m)                       GP(       ) 4 1
 JU4004  NAD 83(1986)-  39 31 04.15253(N)    075 43 09.73674(W) AD(       ) 3
 JU4004  NAD 27      -  39 31 03.75335(N)    075 43 10.99134(W) AD(       ) 3
 JU4004  NGVD 29 (03/22/89)   19.07   (m)  RAPSU86  model used  GPS OBS        
 JU4004
 JU4004.Superseded values are not recommended for survey control.
 JU4004
 JU4004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4004.See file dsdata.pdf to determine how the superseded data were derived.
 JU4004
 JU4004_MARKER: DZ = AZIMUTH MARK DISK
 JU4004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4004_STAMPING: SUMMIT 1986
 JU4004_MARK LOGO: NGS
 JU4004_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4004+STABILITY: SURFACE MOTION
 JU4004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4004+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1996
 JU4004
 JU4004  HISTORY     - Date     Condition        Report By
 JU4004  HISTORY     - 1986     MONUMENTED       NGS
 JU4004  HISTORY     - 19960902 GOOD             NGS
 JU4004  HISTORY     - 20000304 GOOD             USPSQD
 JU4004
 JU4004                          STATION DESCRIPTION
 JU4004
 JU4004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (AJL)
 JU4004'THE STATION IS LOCATED ABOUT 17.7 KM (11.0 MI) SOUTH OF NEWARK, 8.0 KM
 JU4004'(5.0 MI) NORTH OF MIDDLETOWN, 1.6 KM (1.0 MI) SOUTH OF THE CHESAPEAKE
 JU4004'AND DELAWARE CANAL, AT THE MIDDLETOWN-SUMMIT AIRPARK, IN THE GRASS
 JU4004'STRIP BETWEEN THE PARALLEL TAXIWAY AND THE RUNWAY, AT THE NORTH END OF
 JU4004'A CURVE IN THE TAXIWAY.  OWNERSHIP--SUMMIT AVIATION, C/O AIRPORT
 JU4004'MANAGER DUNCAN CLARK, SUMMIT AIRPORT, MIDDLETOWN DE 19709.  PHONE
 JU4004'(302) 834-5400.
 JU4004'
 JU4004'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE
 JU4004'HIGHWAY 299 IN THE WEST EDGE OF MIDDLETOWN, GO NORTH FOR 6.9 KM
 JU4004'(4.3 MI) ON HIGHWAY 301 TO THE JUNCTION OF STATE HIGHWAY 896.
 JU4004'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 1.6 KM (1.0 MI) ON HIGHWAY
 JU4004'896 TO THE NORTH ENTRANCE TO THE AIRPORT ON THE LEFT.  TURN LEFT AND
 JU4004'GO SOUTHWEST FOR 30 METERS INTO THE PARKING LOT.  TURN RIGHT AND GO
 JU4004'NORTHWEST FOR 40 METERS ON THE PAVED PARKING AREA TO A WOODEN GATE.
 JU4004'TURN LEFT AND GO WEST FOR 0.2 KM (0.1 MI) ON THE PAVED DRIVE PASSING
 JU4004'THROUGH THE GATE AND CROSSING THE PARKING RAMP AND THE TAXIWAY AT THE
 JU4004'NORTHWEST CORNER OF THE RAMP TO THE PARALLEL TAXIWAY.  TURN LEFT AND
 JU4004'GO SOUTH FOR 0.6 KM (0.4 MI) ON THE PARALLEL TAXIWAY TO THE STATION ON
 JU4004'THE RIGHT, JUST BEFORE REACHING THE FIRST CROSSOVER TO THE RUNWAY FROM
 JU4004'THE SOUTH END OF THE RUNWAY.
 JU4004'
 JU4004'THE STATION IS A STANDARD NGS DISK STAMPED ---SUMMIT 1986---, SET INTO
 JU4004'THE TOP OF A ROUND CONCRETE MONUMENT 24 CM IN DIAMETER PROJECTING 2 CM
 JU4004'ABOVE GROUND.  LOCATED 42.4 METERS (139.1 FT) NORTH FROM THE NORTH
 JU4004'EDGE OF THE PAVED TAXIWAY CROSSOVER, 8.6 METERS (28.2 FT) WEST FROM
 JU4004'THE WEST EDGE OF THE PARALLEL TAXIWAY, 4.3 METERS (14.2 FT) EAST FROM
 JU4004'THE EAST EDGE OF THE RUNWAY, 1.3 METERS (4.2 FT) EAST-SOUTHEAST FROM
 JU4004'THE SEVENTH WHITE RUNWAY LIGHT FROM THE SOUTH END OF THE RUNWAY, AND
 JU4004'1.1 METERS (3.6 FT) EAST FROM A FIBERGLASS WITNESS POST.  THE
 JU4004'UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED ---SUMMIT 1986---, SET
 JU4004'INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 JU4004'
 JU4004'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
 JU4004
 JU4004                          STATION RECOVERY (1996)
 JU4004
 JU4004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 JU4004'STATION IS AIRPORT SACS.  RECOVERED AS DESCRIBED, WITH THE FOLLING
 JU4004'CHANGE, THE STATION IS 120.2 FT (36.6 M) SOUTH SOUTHEAST OF THE
 JU4004'SEVENTH WHITE RUNWAY LIGHT FROM THE SOUTH END OF THE RUNWAY.
 JU4004
 JU4004                          STATION RECOVERY (2000)
 JU4004
 JU4004'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU4004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL3543 ***********************************************************************
 DL3543  DESIGNATION -  SUS 1
 DL3543  PID         -  DL3543
 DL3543  STATE/COUNTY-  DE/SUSSEX
 DL3543  COUNTRY     -  US
 DL3543  USGS QUAD   -  BETHANY BEACH (2016)
 DL3543
 DL3543                         *CURRENT SURVEY CONTROL
 DL3543  ______________________________________________________________________
 DL3543* NAD 83(1986) POSITION- 38 37 27.4    (N) 075 07 08.0    (W)   HD_HELD2
 DL3543* NAVD 88 ORTHO HEIGHT -     1.087 (meters)        3.57  (feet) ADJUSTED
 DL3543  ______________________________________________________________________
 DL3543  GEOID HEIGHT    -        -35.727 (meters)                     GEOID18
 DL3543  DYNAMIC HEIGHT  -          1.086 (meters)        3.56  (feet) COMP
 DL3543  MODELED GRAVITY -    980,031.0   (mgal)                       NAVD 88
 DL3543
 DL3543  VERT ORDER      -  SECOND    CLASS II
 DL3543
 DL3543.The horizontal coordinates were established by autonomous hand held GPS
 DL3543.observations and have an estimated accuracy of +/- 10 meters.
 DL3543
 DL3543.The orthometric height was determined by differential leveling and
 DL3543.adjusted by the NATIONAL GEODETIC SURVEY
 DL3543.in July 2009.
 DL3543
 DL3543.No vertical observational check was made to the station.
 DL3543
 DL3543.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3543.GEOID18 height accuracy estimate available here.
 DL3543
 DL3543.Click photographs - Photos may exist for this station.
 DL3543
 DL3543.The dynamic height is computed by dividing the NAVD 88
 DL3543.geopotential number by the normal gravity value computed on the
 DL3543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3543.degrees latitude (g = 980.6199 gals.).
 DL3543
 DL3543.The modeled gravity was interpolated from observed gravity values.
 DL3543
 DL3543;                    North         East    Units  Estimated Accuracy
 DL3543;SPC DE       -    69,338.      225,931.      MT  (+/- 10 meters HH2 GPS)
 DL3543
 DL3543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8965075090(NAD 83)
 DL3543
 DL3543                          SUPERSEDED SURVEY CONTROL
 DL3543
 DL3543.No superseded survey control is available for this station.
 DL3543
 DL3543_MARKER: DV = VERTICAL CONTROL DISK
 DL3543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3543_STAMPING: SUS 1 2004
 DL3543_MARK LOGO: NGS
 DL3543_PROJECTION: RECESSED 4 CENTIMETERS
 DL3543_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3543+STABILITY: SURFACE MOTION
 DL3543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3543+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 DL3543
 DL3543  HISTORY     - Date     Condition        Report By
 DL3543  HISTORY     - 20040201 MONUMENTED       DEDT
 DL3543  HISTORY     - 20090516 GOOD             DEDT
 DL3543  HISTORY     - 20120210 GOOD             DELCOS
 DL3543  HISTORY     - 20121210 GOOD             DEDT
 DL3543
 DL3543                          STATION DESCRIPTION
 DL3543
 DL3543'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL3543'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH-SOUTHWEST OF REHOBOTH
 DL3543'BEACH, 6.8 MI (10.9 KM) NORTH-NORTHWEST OF BETHANY BEACH AND 6.3 MI
 DL3543'(10.1 KM) EAST-SOUTHEAST OF FAIRMOUNT.
 DL3543'
 DL3543'TO REACH FROM THE INTERSECTION OF STATE ROUTE 24 (JOHN J WILLIAMS
 DL3543'HWY)AND LONG NECK ROAD (S 22) PROCEED 4.3 MI (6.9 KM) EAST-SOUTHEAST
 DL3543'ALONG LONG NECK ROAD TO THE MARK ON THE RIGHT.
 DL3543'
 DL3543'THE MARK IS 23.0 FT (7.0 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF LONG
 DL3543'NECK ROAD (S 22), 11.5 FT (3.5 M) NORTH-NORTHEAST OF A UTILITY POLE
 DL3543'(DEC 16248), AND 126.5 FT (38.6 M) WEST-NORTHWEST OF A UTILITY POLE
 DL3543'(DEC 16249)
 DL3543
 DL3543                          STATION RECOVERY (2012)
 DL3543
 DL3543'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL3543'RECOVERED IN GOOD CONDITION.
 DL3543
 DL3543                          STATION RECOVERY (2012)
 DL3543
 DL3543'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (ADL)
 DL3543'1 FOOT NORTH A ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL3552 ***********************************************************************
 DL3552  DESIGNATION -  SUS 10
 DL3552  PID         -  DL3552
 DL3552  STATE/COUNTY-  DE/SUSSEX
 DL3552  COUNTRY     -  US
 DL3552  USGS QUAD   -  FAIRMOUNT (2016)
 DL3552
 DL3552                         *CURRENT SURVEY CONTROL
 DL3552  ______________________________________________________________________
 DL3552* NAD 83(1986) POSITION- 38 39 36.4    (N) 075 13 15.6    (W)   HD_HELD2
 DL3552* NAVD 88 ORTHO HEIGHT -     8.580 (meters)       28.15  (feet) ADJUSTED
 DL3552  ______________________________________________________________________
 DL3552  GEOID HEIGHT    -        -35.700 (meters)                     GEOID18
 DL3552  DYNAMIC HEIGHT  -          8.575 (meters)       28.13  (feet) COMP
 DL3552  MODELED GRAVITY -    980,028.1   (mgal)                       NAVD 88
 DL3552
 DL3552  VERT ORDER      -  SECOND    CLASS II
 DL3552
 DL3552.The horizontal coordinates were established by autonomous hand held GPS
 DL3552.observations and have an estimated accuracy of +/- 10 meters.
 DL3552
 DL3552.The orthometric height was determined by differential leveling and
 DL3552.adjusted by the NATIONAL GEODETIC SURVEY
 DL3552.in July 2009.
 DL3552
 DL3552.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3552.GEOID18 height accuracy estimate available here.
 DL3552
 DL3552.Click photographs - Photos may exist for this station.
 DL3552
 DL3552.The dynamic height is computed by dividing the NAVD 88
 DL3552.geopotential number by the normal gravity value computed on the
 DL3552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3552.degrees latitude (g = 980.6199 gals.).
 DL3552
 DL3552.The modeled gravity was interpolated from observed gravity values.
 DL3552
 DL3552;                    North         East    Units  Estimated Accuracy
 DL3552;SPC DE       -    73,292.      217,031.      MT  (+/- 10 meters HH2 GPS)
 DL3552
 DL3552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8077179083(NAD 83)
 DL3552
 DL3552                          SUPERSEDED SURVEY CONTROL
 DL3552
 DL3552.No superseded survey control is available for this station.
 DL3552
 DL3552_MARKER: DD = SURVEY DISK
 DL3552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3552_STAMPING: SUS 10 2009
 DL3552_MARK LOGO: DEDT
 DL3552_PROJECTION: RECESSED 3 CENTIMETERS
 DL3552_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3552+STABILITY: SURFACE MOTION
 DL3552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3552+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 DL3552
 DL3552  HISTORY     - Date     Condition        Report By
 DL3552  HISTORY     - 20090430 MONUMENTED       DEDT
 DL3552  HISTORY     - 20091030 GOOD             DEDT
 DL3552  HISTORY     - 20120210 GOOD             DELCOS
 DL3552
 DL3552                          STATION DESCRIPTION
 DL3552
 DL3552'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL3552'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTHEAST OF MILLSBORO, 5.7
 DL3552'MI (9.2 KM) SOUTHEAST OF HARBESON AND 0.4 MI (0.6 KM) SOUTH OF
 DL3552'FAIRMOUNT.
 DL3552'
 DL3552'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 9 STATE ROUTE
 DL3552'404 (LEWES-GEORGETOWN HIGHWAY) AND STATE ROUTE 5 (HARBESON ROAD)
 DL3552'PROCEED 4.6 MI (7.4 KM) SOUTH ON STATE ROUTE 5 (HARBESON ROAD) TO
 DL3552'STATE ROUTE 5/23 (INDIAN MISSION ROAD) THENCE CONTINUE1.2 MI SOUTH ON
 DL3552'STATE ROUTE 5/23 (INDIAN MISSION ROAD) TO THE INTERSECTION OF STATE
 DL3552'ROUTE 5/23 AND SUSSEX 303A (AVALON ROAD) AND THE STATION ON THE RIGHT.
 DL3552'THE STATION IS LOCATED ON THE NORTHLY CORNER OF THE INTERSECTION.  TO
 DL3552'REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 24 (JOHN J
 DL3552'WILLIAMS HIGHWAY) AND STATE ROUTE 5/23 (INDIAN MISSION ROAD) PROCEED
 DL3552'2.2 MI (3.5 KM) NORTH ON STATE ROUTE 5/23 (INDIAN MISSION ROAD) TO THE
 DL3552'INTERSECTION OF STATE ROUTE 5/23 (INDIAN MISSION ROAD) AND SUSSEX 303A
 DL3552'(AVALON ROAD) AND THE STATION ON THE LEFT.  THE STATION IS LOCATED ON
 DL3552'THE NORTHERLY CORNER OF THE INTERSECTION.  THE STATION IS AN ALUMINUM
 DL3552'DISK SET IN THE TOP OF A 1 FT (0.3 M) DIAMETER CONCRETE POST.
 DL3552'
 DL3552'THE STATION IS 5.6 FT (1.7 M) WEST OF THE FACE OF A CONCRETE CURB, 32
 DL3552'FT (9.8 M) NORTHWEST OF A WATER VALVE COVER IN THE PAVED SHOULDER,
 DL3552'81.1 FT (24.7 M) NORTHEAST OF A TELEPHONE TEST POINT (VERIZON H4106),
 DL3552'AND 79.4 FT (24.2 M) NORTH OF THE EASTERLY END OF A CONCRETE DIVIDER
 DL3552'IN THE ENTRANCE TO THE SUBDIVISION INDEPENDENCE.
 DL3552
 DL3552                          STATION RECOVERY (2009)
 DL3552
 DL3552'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009 (BRC)
 DL3552'RECOVERED AS DESCRIBED.
 DL3552
 DL3552                          STATION RECOVERY (2012)
 DL3552
 DL3552'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL3552'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL6539 ***********************************************************************
 DL6539  DESIGNATION -  SUS 11
 DL6539  PID         -  DL6539
 DL6539  STATE/COUNTY-  DE/SUSSEX
 DL6539  COUNTRY     -  US
 DL6539  USGS QUAD   -  FAIRMOUNT (2016)
 DL6539
 DL6539                         *CURRENT SURVEY CONTROL
 DL6539  ______________________________________________________________________
 DL6539* NAD 83(1986) POSITION- 38 40 07.9    (N) 075 13 46.3    (W)   HD_HELD2
 DL6539* NAVD 88 ORTHO HEIGHT -     9.251 (meters)       30.35  (feet) ADJUSTED
 DL6539  ______________________________________________________________________
 DL6539  GEOID HEIGHT    -        -35.693 (meters)                     GEOID18
 DL6539  DYNAMIC HEIGHT  -          9.246 (meters)       30.33  (feet) COMP
 DL6539  MODELED GRAVITY -    980,028.3   (mgal)                       NAVD 88
 DL6539
 DL6539  VERT ORDER      -  SECOND    CLASS II
 DL6539
 DL6539.The horizontal coordinates were established by autonomous hand held GPS
 DL6539.observations and have an estimated accuracy of +/- 10 meters.
 DL6539
 DL6539.The orthometric height was determined by differential leveling and
 DL6539.adjusted by the NATIONAL GEODETIC SURVEY
 DL6539.in March 2010.
 DL6539
 DL6539.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6539.GEOID18 height accuracy estimate available here.
 DL6539
 DL6539.Click photographs - Photos may exist for this station.
 DL6539
 DL6539.The dynamic height is computed by dividing the NAVD 88
 DL6539.geopotential number by the normal gravity value computed on the
 DL6539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6539.degrees latitude (g = 980.6199 gals.).
 DL6539
 DL6539.The modeled gravity was interpolated from observed gravity values.
 DL6539
 DL6539;                    North         East    Units  Estimated Accuracy
 DL6539;SPC DE       -    74,262.      216,286.      MT  (+/- 10 meters HH2 GPS)
 DL6539
 DL6539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8003280055(NAD 83)
 DL6539
 DL6539                          SUPERSEDED SURVEY CONTROL
 DL6539
 DL6539.No superseded survey control is available for this station.
 DL6539
 DL6539_MARKER: DD = SURVEY DISK
 DL6539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6539_STAMPING: SUS 11 2009
 DL6539_MARK LOGO: DEDT
 DL6539_PROJECTION: RECESSED 2 CENTIMETERS
 DL6539_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6539+STABILITY: SURFACE MOTION
 DL6539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6539+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 DL6539
 DL6539  HISTORY     - Date     Condition        Report By
 DL6539  HISTORY     - 20091102 MONUMENTED       DEDT
 DL6539  HISTORY     - 20120210 GOOD             DELCOS
 DL6539  HISTORY     - 20121210 GOOD             DEDT
 DL6539
 DL6539                          STATION DESCRIPTION
 DL6539
 DL6539'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL6539'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH-NORTHEAST OF
 DL6539'MILLSBORO, 4.9 MI (7.9 KM) SOUTHEAST OF HARBESON AND 0.5 MI (0.8 KM)
 DL6539'WEST-NORTHWEST OF FAIRMOUNT.
 DL6539'
 DL6539'TO REACH FROM THE INTERSECTION OF STATE ROUTE 24 (JOHN J. WILLIAMS
 DL6539'HWY) AND STATE ROUTE 5/23 (INDIAN MISSION RD.) PROCEED NORTHWEST ALONG
 DL6539'STATE ROUTE 5/23 (INDIAN MISSION RD) 2.5 MI (4.0 KM) TO THE
 DL6539'INTERSECTION OF STATE ROUTE 5 (INDIAN MISSION RD) AND STATE ROUTE 23
 DL6539'(BEAVER DAM RD), CONTINUE NORTHWEST ALONG STATE ROUTE 5 (INDIAN
 DL6539'MISSION RD) 0.55 MI (0.9 KM) TO THE MARK ON THE RIGHT.  TO REACH FROM
 DL6539'THE INTERSECTION OF STATE ROUTE 5 (INDIAN MISSION ROAD) AND SUSSEX 48
 DL6539'HOLLYVILLE/HOLLYMOUNT ROAD) PROCEED SOUTHEAST ALONG STATE ROUTE 5
 DL6539'(INDIAN MISSION RD) TO THE MARK ON THE LEFT.
 DL6539'
 DL6539'THE MARK IS 63.7 FT (19.4 M) SOUTHEAST OF TELEPHONE TEST POINT
 DL6539'(CB2214), 24.3 FT (7.4 M) SOUTHEAST OF A UTILITY GUY POLE, 44.3 FT
 DL6539'(13.5 M) NORTHEAST OF THE CENTERLINE OF STATE ROUTE 5 (INDIAN MISSION
 DL6539'RD) AND 77.1 FT (23.5 M) NORTH-NORTHEAST OF A UTILITY POLE (DEC 39538)
 DL6539
 DL6539                          STATION RECOVERY (2012)
 DL6539
 DL6539'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL6539'RECOVERED IN GOOD CONDITION.
 DL6539
 DL6539                          STATION RECOVERY (2012)
 DL6539
 DL6539'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (ADL)
 DL6539'1 FOOT WEST ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL6540 ***********************************************************************
 DL6540  DESIGNATION -  SUS 12
 DL6540  PID         -  DL6540
 DL6540  STATE/COUNTY-  DE/SUSSEX
 DL6540  COUNTRY     -  US
 DL6540  USGS QUAD   -  FAIRMOUNT (2016)
 DL6540
 DL6540                         *CURRENT SURVEY CONTROL
 DL6540  ______________________________________________________________________
 DL6540* NAD 83(2011) POSITION- 38 40 32.57179(N) 075 14 21.74774(W)   ADJUSTED
 DL6540* NAD 83(2011) ELLIP HT-   -26.347 (meters)        (12/20/17)   ADJUSTED
 DL6540* NAD 83(2011) EPOCH   -  2010.00
 DL6540* NAVD 88 ORTHO HEIGHT -     9.339 (meters)       30.64  (feet) ADJUSTED
 DL6540  ______________________________________________________________________
 DL6540  GEOID HEIGHT    -        -35.686 (meters)                     GEOID18
 DL6540  NAD 83(2011) X  -  1,270,309.634 (meters)                     COMP
 DL6540  NAD 83(2011) Y  - -4,821,342.249 (meters)                     COMP
 DL6540  NAD 83(2011) Z  -  3,964,259.557 (meters)                     COMP
 DL6540  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 DL6540  DYNAMIC HEIGHT  -          9.334 (meters)       30.62  (feet) COMP
 DL6540  MODELED GRAVITY -    980,028.4   (mgal)                       NAVD 88
 DL6540
 DL6540  VERT ORDER      -  SECOND    CLASS II
 DL6540
 DL6540  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6540  Standards:
 DL6540         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6540            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6540  -------------------------------------------------------------------
 DL6540  NETWORK    0.80   0.71           0.36   0.29   0.36     -0.00066329
 DL6540  -------------------------------------------------------------------
 DL6540  Click here for local accuracies and other accuracy information.
 DL6540
 DL6540.The horizontal coordinates were established by GPS observations
 DL6540.and adjusted by the MASER CONSULTING in December 2017.
 DL6540
 DL6540.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6540.been affixed to the stable North American tectonic plate. See 
 DL6540.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6540
 DL6540.The horizontal coordinates are valid at the epoch date displayed above
 DL6540.which is a decimal equivalence of Year/Month/Day.
 DL6540
 DL6540.The orthometric height was determined by differential leveling and
 DL6540.adjusted by the NATIONAL GEODETIC SURVEY
 DL6540.in March 2010.
 DL6540
 DL6540.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6540.GEOID18 height accuracy estimate available here.
 DL6540
 DL6540.Click photographs - Photos may exist for this station.
 DL6540
 DL6540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6540
 DL6540.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6540
 DL6540.The ellipsoidal height was determined by GPS observations
 DL6540.and is referenced to NAD 83.
 DL6540
 DL6540.The dynamic height is computed by dividing the NAVD 88
 DL6540.geopotential number by the normal gravity value computed on the
 DL6540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6540.degrees latitude (g = 980.6199 gals.).
 DL6540
 DL6540.The modeled gravity was interpolated from observed gravity values.
 DL6540
 DL6540. The following values were computed from the NAD 83(2011) position.
 DL6540
 DL6540;                    North         East     Units Scale Factor Converg.
 DL6540;SPC DE       -    75,020.786   215,427.980   MT  0.99999793   +0 06 38.9
 DL6540;SPC DE       -   246,130.70    706,783.30   sFT  0.99999793   +0 06 38.9
 DL6540;UTM  18      - 4,280,818.443   479,177.858   MT  0.99960534   -0 08 58.5
 DL6540
 DL6540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6540!SPC DE       -   1.00000413  x   0.99999793  =   1.00000206
 DL6540!UTM  18      -   1.00000413  x   0.99960534  =   0.99960947
 DL6540
 DL6540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7917780818(NAD 83)
 DL6540
 DL6540                          SUPERSEDED SURVEY CONTROL
 DL6540
 DL6540.No superseded survey control is available for this station.
 DL6540
 DL6540_MARKER: DD = SURVEY DISK
 DL6540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6540_STAMPING: SUS 12 2009
 DL6540_MARK LOGO: DEDT
 DL6540_PROJECTION: RECESSED 4 CENTIMETERS
 DL6540_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6540+STABILITY: SURFACE MOTION
 DL6540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6540+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2013
 DL6540
 DL6540  HISTORY     - Date     Condition        Report By
 DL6540  HISTORY     - 20091030 MONUMENTED       DEDT
 DL6540  HISTORY     - 20120210 GOOD             DELCOS
 DL6540  HISTORY     - 20121210 GOOD             DEDT
 DL6540  HISTORY     - 20131014 GOOD             DELCOS
 DL6540
 DL6540                          STATION DESCRIPTION
 DL6540
 DL6540'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL6540'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH-NORTHEAST OF
 DL6540'MILLSBORO, 4.2 MI (6.8 KM) SOUTHEAST OF HARBESON AND 1.2 MI (1.9 KM)
 DL6540'NORTHWEST OF FAIRMOUNT.
 DL6540'
 DL6540'TO REACH FROM THE INTERSECTION OF STATE ROUTE 5 (INDIAN MISSION RD)
 DL6540'AND SUSSEX 48 (HOLLYMOUNT/HOLLYVILLE RD) PROCEED NORTHWEST 0.2 MI (0.3
 DL6540'KM) ALONG STATE ROUTE 5 (INDIAN MISSION RD) TO THE MARK ON THE LEFT.
 DL6540'TO REACH FROM THE INTERSECTION OF STATE ROUTE 5 (INDIAN MISSION RD)
 DL6540'AND STATE ROUTE 9 (LEWES-GEORGETOWN HWY) PROCEED 4.35 MI (7.0 KM)
 DL6540'SOUTHEAST ALONG STATE ROUTE 5 (INDIAN MISSION RD) TO THE MARK ON THE
 DL6540'RIGHT.
 DL6540'
 DL6540'THE MARK IS 59.6 FT (18.2 M) NORTHEAST OF A CHAIN LINK FENCE
 DL6540'SURROUNDING PONTOON EXPRESS BOAT STORAGE, 82.0 FT (25.0 M) SOUTHEAST
 DL6540'OF A 15 INCH (38 CM) REINFORCED CONCRETE PIPE, 93.5 FT (28.5 M) SOUTH
 DL6540'OF A STEEL UTILITY POLE AND 26.5 FT (8.1 M) SOUTHWEST OF THE
 DL6540'CENTERLINE OF STATE ROUTE 5 (INDIAN MISSION RD).
 DL6540
 DL6540                          STATION RECOVERY (2012)
 DL6540
 DL6540'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL6540'RECOVERED IN GOOD CONDITION.
 DL6540
 DL6540                          STATION RECOVERY (2012)
 DL6540
 DL6540'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (ADL)
 DL6540'59 FEET NORTH EASTORANGE FIBERGLASS WITNESS POST.
 DL6540
 DL6540                          STATION RECOVERY (2013)
 DL6540
 DL6540'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DL6540'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL6541 ***********************************************************************
 DL6541  DESIGNATION -  SUS 13
 DL6541  PID         -  DL6541
 DL6541  STATE/COUNTY-  DE/SUSSEX
 DL6541  COUNTRY     -  US
 DL6541  USGS QUAD   -  FAIRMOUNT (2016)
 DL6541
 DL6541                         *CURRENT SURVEY CONTROL
 DL6541  ______________________________________________________________________
 DL6541* NAD 83(1986) POSITION- 38 40 54.4    (N) 075 14 54.6    (W)   HD_HELD2
 DL6541* NAVD 88 ORTHO HEIGHT -    10.660 (meters)       34.97  (feet) ADJUSTED
 DL6541  ______________________________________________________________________
 DL6541  GEOID HEIGHT    -        -35.679 (meters)                     GEOID18
 DL6541  DYNAMIC HEIGHT  -         10.653 (meters)       34.95  (feet) COMP
 DL6541  MODELED GRAVITY -    980,028.5   (mgal)                       NAVD 88
 DL6541
 DL6541  VERT ORDER      -  SECOND    CLASS II
 DL6541
 DL6541.The horizontal coordinates were established by autonomous hand held GPS
 DL6541.observations and have an estimated accuracy of +/- 10 meters.
 DL6541
 DL6541.The orthometric height was determined by differential leveling and
 DL6541.adjusted by the NATIONAL GEODETIC SURVEY
 DL6541.in March 2010.
 DL6541
 DL6541.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6541.GEOID18 height accuracy estimate available here.
 DL6541
 DL6541.Click photographs - Photos may exist for this station.
 DL6541
 DL6541.The dynamic height is computed by dividing the NAVD 88
 DL6541.geopotential number by the normal gravity value computed on the
 DL6541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6541.degrees latitude (g = 980.6199 gals.).
 DL6541
 DL6541.The modeled gravity was interpolated from observed gravity values.
 DL6541
 DL6541;                    North         East    Units  Estimated Accuracy
 DL6541;SPC DE       -    75,692.      214,633.      MT  (+/- 10 meters HH2 GPS)
 DL6541
 DL6541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7838581493(NAD 83)
 DL6541
 DL6541                          SUPERSEDED SURVEY CONTROL
 DL6541
 DL6541.No superseded survey control is available for this station.
 DL6541
 DL6541_MARKER: DD = SURVEY DISK
 DL6541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6541_STAMPING: SUS 13 2009
 DL6541_MARK LOGO: DEDT
 DL6541_PROJECTION: RECESSED 3 CENTIMETERS
 DL6541_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6541+STABILITY: SURFACE MOTION
 DL6541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL6541+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2009
 DL6541
 DL6541  HISTORY     - Date     Condition        Report By
 DL6541  HISTORY     - 20091030 MONUMENTED       DEDT
 DL6541  HISTORY     - 20121210 GOOD             DEDT
 DL6541
 DL6541                          STATION DESCRIPTION
 DL6541
 DL6541'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL6541'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH-NORTHEAST OF
 DL6541'MILLSBORO, 3.6 MI (5.8 KM) SOUTHEAST OF HARBESON AND 1.8 MI (2.9 KM)
 DL6541'NORTHWEST OF FAIRMOUNT.
 DL6541'
 DL6541'TO REACH FROM THE INTERSECTION OF STATE ROUTE 5 (INDIAN MISSION RD)
 DL6541'AND SUSSEX 48 (HOLLYMOUNT/HOLLYVILLE RD) PROCEED NORTHWEST 0.9 MI (1.4
 DL6541'KM) ALONG STATE ROUTE 5 (INDIAN MISSION RD) TO THE MARK ON THE RIGHT.
 DL6541'TO REACH FROM THE INTERSECTION OF STATE ROUTE 5 (INDIAN MISSION RD)
 DL6541'AND STATE ROUTE 9 (LEWES-GEORGETOWN HWY) PROCEED 3.7 MI (6.0 KM)
 DL6541'SOUTHEAST ALONG STATE ROUTE 5 (INDIAN MISSION RD) TO THE MARK ON THE
 DL6541'LEFT.
 DL6541'
 DL6541'THE MARK IS 101.4 FT (30.9 M) NORTH-NORTHEAST OF A UTILITY POLE (DEC
 DL6541'39853), 223.0 FT (68.0 M) SOUTH-SOUTHEAST OF A UTILITY POLE (DEC
 DL6541'40297), 178.1 FT (54.3 M) SOUTH-SOUTHWEST OF A UTILITY POLE (DEC
 DL6541'40296), AND 29.6 FT (9.0 M) EAST OF THE CENTERLINE OF STATE ROUTE 5
 DL6541'(INDIAN MISSION RD).
 DL6541
 DL6541                          STATION RECOVERY (2012)
 DL6541
 DL6541'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (ADL)
 DL6541'9 FEET WEST ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL6542 ***********************************************************************
 DL6542  DESIGNATION -  SUS 14
 DL6542  PID         -  DL6542
 DL6542  STATE/COUNTY-  DE/SUSSEX
 DL6542  COUNTRY     -  US
 DL6542  USGS QUAD   -  HARBESON (2016)
 DL6542
 DL6542                         *CURRENT SURVEY CONTROL
 DL6542  ______________________________________________________________________
 DL6542* NAD 83(1986) POSITION- 38 41 25.0    (N) 075 15 07.8    (W)   HD_HELD2
 DL6542* NAVD 88 ORTHO HEIGHT -    10.189 (meters)       33.43  (feet) ADJUSTED
 DL6542  ______________________________________________________________________
 DL6542  GEOID HEIGHT    -        -35.673 (meters)                     GEOID18
 DL6542  DYNAMIC HEIGHT  -         10.183 (meters)       33.41  (feet) COMP
 DL6542  MODELED GRAVITY -    980,028.9   (mgal)                       NAVD 88
 DL6542
 DL6542  VERT ORDER      -  SECOND    CLASS II
 DL6542
 DL6542.The horizontal coordinates were established by autonomous hand held GPS
 DL6542.observations and have an estimated accuracy of +/- 10 meters.
 DL6542
 DL6542.The orthometric height was determined by differential leveling and
 DL6542.adjusted by the NATIONAL GEODETIC SURVEY
 DL6542.in March 2010.
 DL6542
 DL6542.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6542.GEOID18 height accuracy estimate available here.
 DL6542
 DL6542.Click photographs - Photos may exist for this station.
 DL6542
 DL6542.The dynamic height is computed by dividing the NAVD 88
 DL6542.geopotential number by the normal gravity value computed on the
 DL6542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6542.degrees latitude (g = 980.6199 gals.).
 DL6542
 DL6542.The modeled gravity was interpolated from observed gravity values.
 DL6542
 DL6542;                    North         East    Units  Estimated Accuracy
 DL6542;SPC DE       -    76,635.      214,312.      MT  (+/- 10 meters HH2 GPS)
 DL6542
 DL6542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7806982437(NAD 83)
 DL6542
 DL6542                          SUPERSEDED SURVEY CONTROL
 DL6542
 DL6542.No superseded survey control is available for this station.
 DL6542
 DL6542_MARKER: DD = SURVEY DISK
 DL6542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6542_STAMPING: SUS 14 2009
 DL6542_MARK LOGO: DEDT
 DL6542_PROJECTION: RECESSED 3 CENTIMETERS
 DL6542_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6542+STABILITY: SURFACE MOTION
 DL6542_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL6542+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 DL6542
 DL6542  HISTORY     - Date     Condition        Report By
 DL6542  HISTORY     - 20091030 MONUMENTED       DEDT
 DL6542  HISTORY     - 20120210 GOOD             DELCOS
 DL6542  HISTORY     - 20121203 GOOD             DEDT
 DL6542
 DL6542                          STATION DESCRIPTION
 DL6542
 DL6542'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL6542'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHEAST OF MILTON,
 DL6542'3.0 MI (4.8 KM) SOUTHEAST OF HARBESON AND 2.3 MI (3.7 KM) NORTHWEST OF
 DL6542'FAIRMOUNT.
 DL6542'
 DL6542'TO REACH FROM THE INTERSECTION OF STATE ROUTE 5 (INDIAN MISSION RD)
 DL6542'AND SUSSEX 48 (HOLLYMOUNT/HOLLYVILLE RD) PROCEED NORTHWEST 1.5 MI (2.4
 DL6542'KM) ALONG STATE ROUTE 5 (INDIAN MISSION RD) TO THE MARK ON THE LEFT.
 DL6542'TO REACH FROM THE INTERSECTION OF STATE ROUTE 5 (INDIAN MISSION RD)
 DL6542'AND STATE ROUTE 9 (LEWES-GEORGETOWN HWY) PROCEED 3.1 MI (5.0 KM)
 DL6542'SOUTHEAST ALONG STATE ROUTE 5 (INDIAN MISSION RD) TO THE MARK ON THE
 DL6542'RIGHT.
 DL6542'
 DL6542'THE MARK IS 103.0 FT (31.4 M) NORTHWEST OF NORTHWESTERLY END OF AN 18
 DL6542'INCH (46 CM) REINFORCED CONCRETE ENTRANCE PIPE, 160.0 FT (48.8 M)
 DL6542'NORTH OF A UTILITY POLE (DEC40328), 105.5 FT (32.2 M) SOUTH OF A
 DL6542'UTILITY POLE (DEC 40329), AND 30.0 FT (9.1 M) WEST OF THE CENTERLINE
 DL6542'OF STATE ROUTE 5 (INDIAN MISSION ROAD).
 DL6542
 DL6542                          STATION RECOVERY (2012)
 DL6542
 DL6542'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL6542'RECOVERED IN GOOD CONDITION.
 DL6542
 DL6542                          STATION RECOVERY (2012)
 DL6542
 DL6542'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (ADL)
 DL6542'10.3 FEET WEST ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL6544 ***********************************************************************
 DL6544  DESIGNATION -  SUS 15
 DL6544  PID         -  DL6544
 DL6544  STATE/COUNTY-  DE/SUSSEX
 DL6544  COUNTRY     -  US
 DL6544  USGS QUAD   -  HARBESON (2016)
 DL6544
 DL6544                         *CURRENT SURVEY CONTROL
 DL6544  ______________________________________________________________________
 DL6544* NAD 83(1986) POSITION- 38 42 12.0    (N) 075 16 10.9    (W)   HD_HELD2
 DL6544* NAVD 88 ORTHO HEIGHT -    12.392 (meters)       40.66  (feet) ADJUSTED
 DL6544  ______________________________________________________________________
 DL6544  GEOID HEIGHT    -        -35.658 (meters)                     GEOID18
 DL6544  DYNAMIC HEIGHT  -         12.385 (meters)       40.63  (feet) COMP
 DL6544  MODELED GRAVITY -    980,029.1   (mgal)                       NAVD 88
 DL6544
 DL6544  VERT ORDER      -  SECOND    CLASS II
 DL6544
 DL6544.The horizontal coordinates were established by autonomous hand held GPS
 DL6544.observations and have an estimated accuracy of +/- 10 meters.
 DL6544
 DL6544.The orthometric height was determined by differential leveling and
 DL6544.adjusted by the NATIONAL GEODETIC SURVEY
 DL6544.in March 2010.
 DL6544
 DL6544.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6544.GEOID18 height accuracy estimate available here.
 DL6544
 DL6544.Click photographs - Photos may exist for this station.
 DL6544
 DL6544.The dynamic height is computed by dividing the NAVD 88
 DL6544.geopotential number by the normal gravity value computed on the
 DL6544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6544.degrees latitude (g = 980.6199 gals.).
 DL6544
 DL6544.The modeled gravity was interpolated from observed gravity values.
 DL6544
 DL6544;                    North         East    Units  Estimated Accuracy
 DL6544;SPC DE       -    78,082.      212,785.      MT  (+/- 10 meters HH2 GPS)
 DL6544
 DL6544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7654983890(NAD 83)
 DL6544
 DL6544                          SUPERSEDED SURVEY CONTROL
 DL6544
 DL6544.No superseded survey control is available for this station.
 DL6544
 DL6544_MARKER: DD = SURVEY DISK
 DL6544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6544_STAMPING: SUS 15 2009
 DL6544_MARK LOGO: DEDT
 DL6544_PROJECTION: RECESSED 3 CENTIMETERS
 DL6544_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6544+STABILITY: SURFACE MOTION
 DL6544_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL6544+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 DL6544
 DL6544  HISTORY     - Date     Condition        Report By
 DL6544  HISTORY     - 20091030 MONUMENTED       DEDT
 DL6544  HISTORY     - 20120209 GOOD             DELCOS
 DL6544  HISTORY     - 20121210 GOOD             DEDT
 DL6544
 DL6544                          STATION DESCRIPTION
 DL6544
 DL6544'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL6544'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTH-SOUTHEAST OF MILTON,
 DL6544'3.6 MI (5.8 KM) NORTHWEST OF FAIRMOUNT AND 1.7 MI (2.7 KM)
 DL6544'SOUTH-SOUTHEAST OF HARBESON.
 DL6544'
 DL6544'TO REACH FROM THE INTERSECTION OF STATE ROUTE 5 (INDIAN MISSION RD)
 DL6544'AND SUSSEX 48 (HOLLYMOUNT/HOLLYVILLE RD) PROCEED NORTHWEST 2.9 MI (4.7
 DL6544'KM) ALONG STATE ROUTE 5 (INDIAN MISSION RD) TO THE MARK ON THE LEFT.
 DL6544'TO REACH FROM THE INTERSECTION OF STATE ROUTE 5 (INDIAN MISSION RD)
 DL6544'AND STATE ROUTE 9 (LEWES-GEORGETOWN HWY) PROCEED 1.75 MI (2.8 KM)
 DL6544'SOUTHEAST ALONG STATE ROUTE 5 (INDIAN MISSION RD) TO THE MARK ON THE
 DL6544'RIGHT.
 DL6544'
 DL6544'THE MARK IS 36.9 FT (11.2 M) SOUTHWEST OF THE CENTERLINE OF STATE
 DL6544'ROUTE 5 (INDIAN MISSION RD), 75.0 FT (22.9 M) WEST OF A UTILITY POLE
 DL6544'(DEC 149333), 16.4 FT (5.0 M) WEST-NORTHWEST OF A UTILITY POLE
 DL6544'(PR120248LPSL3), AND 173.5 FT (52.9 M) SOUTH OF A UTILITY POLE (DEC
 DL6544'149334).
 DL6544
 DL6544                          STATION RECOVERY (2012)
 DL6544
 DL6544'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL6544'RECOVERED IN GOOD CONDITION.
 DL6544
 DL6544                          STATION RECOVERY (2012)
 DL6544
 DL6544'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (ADL)
 DL6544'14 FEET WEST ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL6545 ***********************************************************************
 DL6545  DESIGNATION -  SUS 16
 DL6545  PID         -  DL6545
 DL6545  STATE/COUNTY-  DE/SUSSEX
 DL6545  COUNTRY     -  US
 DL6545  USGS QUAD   -  HARBESON (2016)
 DL6545
 DL6545                         *CURRENT SURVEY CONTROL
 DL6545  ______________________________________________________________________
 DL6545* NAD 83(1986) POSITION- 38 42 33.4    (N) 075 16 40.8    (W)   HD_HELD2
 DL6545* NAVD 88 ORTHO HEIGHT -    12.303 (meters)       40.36  (feet) ADJUSTED
 DL6545  ______________________________________________________________________
 DL6545  GEOID HEIGHT    -        -35.651 (meters)                     GEOID18
 DL6545  DYNAMIC HEIGHT  -         12.296 (meters)       40.34  (feet) COMP
 DL6545  MODELED GRAVITY -    980,029.2   (mgal)                       NAVD 88
 DL6545
 DL6545  VERT ORDER      -  SECOND    CLASS II
 DL6545
 DL6545.The horizontal coordinates were established by autonomous hand held GPS
 DL6545.observations and have an estimated accuracy of +/- 10 meters.
 DL6545
 DL6545.The orthometric height was determined by differential leveling and
 DL6545.adjusted by the NATIONAL GEODETIC SURVEY
 DL6545.in March 2010.
 DL6545
 DL6545.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6545.GEOID18 height accuracy estimate available here.
 DL6545
 DL6545.Click photographs - Photos may exist for this station.
 DL6545
 DL6545.The dynamic height is computed by dividing the NAVD 88
 DL6545.geopotential number by the normal gravity value computed on the
 DL6545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6545.degrees latitude (g = 980.6199 gals.).
 DL6545
 DL6545.The modeled gravity was interpolated from observed gravity values.
 DL6545
 DL6545;                    North         East    Units  Estimated Accuracy
 DL6545;SPC DE       -    78,741.      212,061.      MT  (+/- 10 meters HH2 GPS)
 DL6545
 DL6545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7582984552(NAD 83)
 DL6545
 DL6545                          SUPERSEDED SURVEY CONTROL
 DL6545
 DL6545.No superseded survey control is available for this station.
 DL6545
 DL6545_MARKER: DD = SURVEY DISK
 DL6545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6545_STAMPING: SUS 16 2009
 DL6545_MARK LOGO: DEDT
 DL6545_PROJECTION: RECESSED 3 CENTIMETERS
 DL6545_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6545+STABILITY: SURFACE MOTION
 DL6545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL6545+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 DL6545
 DL6545  HISTORY     - Date     Condition        Report By
 DL6545  HISTORY     - 20091030 MONUMENTED       DEDT
 DL6545  HISTORY     - 20120209 GOOD             DELCOS
 DL6545  HISTORY     - 20121203 GOOD             DEDT
 DL6545
 DL6545                          STATION DESCRIPTION
 DL6545
 DL6545'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL6545'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH-SOUTHEAST OF MILTON,
 DL6545'4.2 MI (6.8 KM) NORTHWEST OF FAIRMOUNT AND 1.1 MI (1.8 KM)
 DL6545'SOUTH-SOUTHEAST OF HARBESON.
 DL6545'
 DL6545'TO REACH FROM THE INTERSECTION OF STATE ROUTE 5 (INDIAN MISSION RD)
 DL6545'AND SUSSEX 48 (HOLLYMOUNT/HOLLYVILLE RD) PROCEED NORTHWEST 3.5 MI (5.6
 DL6545'KM) ALONG STATE ROUTE 5 (INDIAN MISSION RD) TO THE MARK ON THE RIGHT.
 DL6545'TO REACH FROM THE INTERSECTION OF STATE ROUTE 5 (INDIAN MISSION RD)
 DL6545'AND STATE ROUTE 9 (LEWES-GEORGETOWN HWY) PROCEED 1.1 MI (1.8 KM)
 DL6545'SOUTHEAST ALONG STATE ROUTE 5 (INDIAN MISSION RD) TO THE MARK ON THE
 DL6545'LEFT.
 DL6545'
 DL6545'THE MARK IS 26.5 FT (8.1 M) EAST OF THE CENTERLINE OF STATE ROUTE 5
 DL6545'(INDIAN MISSION RD), 205.0 FT (62.5 M) SOUTH OF A UTILITY POLE (ID 5),
 DL6545'61.5 FT (18.7 M) NORTH OF A UTILITY POLE (DEC 149348), AND 85 FT (25.9
 DL6545'M) NORTH-NORTHEAST OF A UTILITY POLE (DEC 149349).
 DL6545
 DL6545                          STATION RECOVERY (2012)
 DL6545
 DL6545'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL6545'RECOVERED IN GOOD CONDITION.
 DL6545
 DL6545                          STATION RECOVERY (2012)
 DL6545
 DL6545'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (ADL)
 DL6545'12.5 FEET EAST ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL6546 ***********************************************************************
 DL6546  DESIGNATION -  SUS 17
 DL6546  PID         -  DL6546
 DL6546  STATE/COUNTY-  DE/SUSSEX
 DL6546  COUNTRY     -  US
 DL6546  USGS QUAD   -  HARBESON (2016)
 DL6546
 DL6546                         *CURRENT SURVEY CONTROL
 DL6546  ______________________________________________________________________
 DL6546* NAD 83(2011) POSITION- 38 43 04.29234(N) 075 16 58.81651(W)   ADJUSTED
 DL6546* NAD 83(2011) ELLIP HT-   -22.955 (meters)        (12/20/17)   ADJUSTED
 DL6546* NAD 83(2011) EPOCH   -  2010.00
 DL6546* NAVD 88 ORTHO HEIGHT -    12.692 (meters)       41.64  (feet) ADJUSTED
 DL6546  ______________________________________________________________________
 DL6546  GEOID HEIGHT    -        -35.643 (meters)                     GEOID18
 DL6546  NAD 83(2011) X  -  1,265,895.460 (meters)                     COMP
 DL6546  NAD 83(2011) Y  - -4,819,481.745 (meters)                     COMP
 DL6546  NAD 83(2011) Z  -  3,967,913.040 (meters)                     COMP
 DL6546  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 DL6546  DYNAMIC HEIGHT  -         12.684 (meters)       41.61  (feet) COMP
 DL6546  MODELED GRAVITY -    980,029.6   (mgal)                       NAVD 88
 DL6546
 DL6546  VERT ORDER      -  SECOND    CLASS II
 DL6546
 DL6546  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL6546  Standards:
 DL6546         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL6546            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL6546  -------------------------------------------------------------------
 DL6546  NETWORK    0.82   0.76           0.36   0.31   0.39     -0.12357950
 DL6546  -------------------------------------------------------------------
 DL6546  Click here for local accuracies and other accuracy information.
 DL6546
 DL6546.The horizontal coordinates were established by GPS observations
 DL6546.and adjusted by the MASER CONSULTING in December 2017.
 DL6546
 DL6546.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL6546.been affixed to the stable North American tectonic plate. See 
 DL6546.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL6546
 DL6546.The horizontal coordinates are valid at the epoch date displayed above
 DL6546.which is a decimal equivalence of Year/Month/Day.
 DL6546
 DL6546.The orthometric height was determined by differential leveling and
 DL6546.adjusted by the NATIONAL GEODETIC SURVEY
 DL6546.in March 2010.
 DL6546
 DL6546.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6546.GEOID18 height accuracy estimate available here.
 DL6546
 DL6546.Click photographs - Photos may exist for this station.
 DL6546
 DL6546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6546
 DL6546.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL6546
 DL6546.The ellipsoidal height was determined by GPS observations
 DL6546.and is referenced to NAD 83.
 DL6546
 DL6546.The dynamic height is computed by dividing the NAVD 88
 DL6546.geopotential number by the normal gravity value computed on the
 DL6546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6546.degrees latitude (g = 980.6199 gals.).
 DL6546
 DL6546.The modeled gravity was interpolated from observed gravity values.
 DL6546
 DL6546. The following values were computed from the NAD 83(2011) position.
 DL6546
 DL6546;                    North         East     Units Scale Factor Converg.
 DL6546;SPC DE       -    79,692.786   211,624.453   MT  0.99999666   +0 05 01.0
 DL6546;SPC DE       -   261,458.75    694,304.56   sFT  0.99999666   +0 05 01.0
 DL6546;UTM  18      - 4,285,505.855   475,397.090   MT  0.99960745   -0 10 37.3
 DL6546
 DL6546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6546!SPC DE       -   1.00000360  x   0.99999666  =   1.00000026
 DL6546!UTM  18      -   1.00000360  x   0.99960745  =   0.99961105
 DL6546
 DL6546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7539785505(NAD 83)
 DL6546
 DL6546                          SUPERSEDED SURVEY CONTROL
 DL6546
 DL6546.No superseded survey control is available for this station.
 DL6546
 DL6546_MARKER: DD = SURVEY DISK
 DL6546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6546_STAMPING: SUS 17 2009
 DL6546_MARK LOGO: DEDT
 DL6546_PROJECTION: RECESSED 3 CENTIMETERS
 DL6546_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6546+STABILITY: SURFACE MOTION
 DL6546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6546+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2015
 DL6546
 DL6546  HISTORY     - Date     Condition        Report By
 DL6546  HISTORY     - 20091030 MONUMENTED       DEDT
 DL6546  HISTORY     - 20120209 GOOD             DELCOS
 DL6546  HISTORY     - 20121203 GOOD             DEDT
 DL6546  HISTORY     - 20131014 GOOD             DELCOS
 DL6546  HISTORY     - 20150718 GOOD             RODCON
 DL6546
 DL6546                          STATION DESCRIPTION
 DL6546
 DL6546'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL6546'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) NORTHWEST OF FAIRMOUNT, 4.4
 DL6546'MI (7.1 KM) SOUTH-SOUTHEAST OF MILTON AND 0.5 MI (0.8 KM)
 DL6546'SOUTH-SOUTHEAST OF HARBESON.
 DL6546'
 DL6546'TO REACH FROM THE INTERSECTION OF STATE ROUTE 5 (INDIAN MISSION RD)
 DL6546'AND SUSSEX 48 (HOLLYMOUNT/HOLLYVILLE RD) PROCEED NORTHWEST 4.1 MI (6.6
 DL6546'KM) ALONG STATE ROUTE 5 (INDIAN MISSION RD) TO THE MARK ON THE RIGHT.
 DL6546'TO REACH FROM THE INTERSECTION OF STATE ROUTE 5 (INDIAN MISSION RD)
 DL6546'AND STATE ROUTE 9 (LEWES-GEORGETOWN HWY) PROCEED 0.5 MI (0.8 KM)
 DL6546'SOUTHEAST ALONG STATE ROUTE 5 (INDIAN MISSION RD) TO THE MARK ON THE
 DL6546'LEFT.
 DL6546'
 DL6546'THE MARK IS 24.4 FT (7.4 M) EAST OF THE CENTERLINE OF STATE ROUTE 5
 DL6546'(INDIAN MISSION RD), 112.0 FT (34.1 M) SOUTHEAST OF A UTILITY POLE
 DL6546'(DPL 55948/05940), 39.7 FT (12.1 M) SOUTH OF A LIGHT POLE (DPL 05938),
 DL6546'AND 124.3 FT (37.9 M) NORTH OF A UTILITY POLE (DPL 05922).
 DL6546
 DL6546                          STATION RECOVERY (2012)
 DL6546
 DL6546'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL6546'RECOVERED IN GOOD CONDITION.
 DL6546
 DL6546                          STATION RECOVERY (2012)
 DL6546
 DL6546'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (ADL)
 DL6546'1 FOOT EAST ORANGE FIBERGLASS WITNESS POST.
 DL6546
 DL6546                          STATION RECOVERY (2013)
 DL6546
 DL6546'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DL6546'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
 DL6546
 DL6546                          STATION RECOVERY (2015)
 DL6546
 DL6546'RECOVERY NOTE BY RODGERS CONSULTING INC 2015 (JMB)
 DL6546'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL6547 ***********************************************************************
 DL6547  DESIGNATION -  SUS 18
 DL6547  PID         -  DL6547
 DL6547  STATE/COUNTY-  DE/SUSSEX
 DL6547  COUNTRY     -  US
 DL6547  USGS QUAD   -  HARBESON (2016)
 DL6547
 DL6547                         *CURRENT SURVEY CONTROL
 DL6547  ______________________________________________________________________
 DL6547* NAD 83(1986) POSITION- 38 43 38.2    (N) 075 17 11.6    (W)   HD_HELD2
 DL6547* NAVD 88 ORTHO HEIGHT -    11.031 (meters)       36.19  (feet) ADJUSTED
 DL6547  ______________________________________________________________________
 DL6547  GEOID HEIGHT    -        -35.635 (meters)                     GEOID18
 DL6547  DYNAMIC HEIGHT  -         11.024 (meters)       36.17  (feet) COMP
 DL6547  MODELED GRAVITY -    980,030.2   (mgal)                       NAVD 88
 DL6547
 DL6547  VERT ORDER      -  SECOND    CLASS II
 DL6547
 DL6547.The horizontal coordinates were established by autonomous hand held GPS
 DL6547.observations and have an estimated accuracy of +/- 10 meters.
 DL6547
 DL6547.The orthometric height was determined by differential leveling and
 DL6547.adjusted by the NATIONAL GEODETIC SURVEY
 DL6547.in March 2010.
 DL6547
 DL6547.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6547.GEOID18 height accuracy estimate available here.
 DL6547
 DL6547.Click photographs - Photos may exist for this station.
 DL6547
 DL6547.The dynamic height is computed by dividing the NAVD 88
 DL6547.geopotential number by the normal gravity value computed on the
 DL6547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6547.degrees latitude (g = 980.6199 gals.).
 DL6547
 DL6547.The modeled gravity was interpolated from observed gravity values.
 DL6547
 DL6547;                    North         East    Units  Estimated Accuracy
 DL6547;SPC DE       -    80,738.      211,314.      MT  (+/- 10 meters HH2 GPS)
 DL6547
 DL6547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7509186551(NAD 83)
 DL6547
 DL6547                          SUPERSEDED SURVEY CONTROL
 DL6547
 DL6547.No superseded survey control is available for this station.
 DL6547
 DL6547_MARKER: DD = SURVEY DISK
 DL6547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6547_STAMPING: SUS 18 2009
 DL6547_MARK LOGO: DEDT
 DL6547_PROJECTION: FLUSH
 DL6547_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6547+STABILITY: SURFACE MOTION
 DL6547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL6547+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 DL6547
 DL6547  HISTORY     - Date     Condition        Report By
 DL6547  HISTORY     - 20091102 MONUMENTED       DEDT
 DL6547  HISTORY     - 20120209 GOOD             DELCOS
 DL6547  HISTORY     - 20150718 GOOD             RODCON
 DL6547
 DL6547                          STATION DESCRIPTION
 DL6547
 DL6547'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL6547'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) NORTHWEST OF FAIRMOUNT, 3.7
 DL6547'MI (6.0 KM) SOUTH-SOUTHEAST OF MILTON AND IN THE TOWN OF HARBESON, DE.
 DL6547'TO REACH FROM THE INTERSECTION OF STATE ROUTE 9 (LEWES-GEORGETOWN HWY)
 DL6547'AND STATE ROUTE 5 (HARBESON ROAD) PROCEED 0.1 MI (0.2 KM) NORTHWEST
 DL6547'ALONG STATE ROUTE 5 (HARBESON RD) TO THE MARK ON THE RIGHT.  TO REACH
 DL6547'FROM THE INTERSECTION OF STATE ROUTE 16 (MILTON-ELLENDALE
 DL6547'HWY/BROADKILL RD) AND STATE ROUTE 5 (UNION ST) PROCEED 0.8 MI (1.3 KM)
 DL6547'SOUTHEAST TO THE INTERSECTION OF UNION STREET AND FEDERAL STREET IN
 DL6547'THE TOWN OF MILTON, THENCE PROCEED SOUTHEAST ALONG STATE ROUTE 5
 DL6547'(FEDERAL STREET) 0.6 MI (1.0 KM) THENCE PROCEED SOUTHEAST 3.6 MI (5.8
 DL6547'KM) ALONG STATE ROUTE 5 (HARBESON RD) TO THE MARK ON THE LEFT.
 DL6547'
 DL6547'THE MARK IS 23.6 FT (7.2 M) WEST OF THE CENTERLINE OF STATE ROUTE 5
 DL6547'(HARBESON RD), 51.80 FT (15.8 M) WEST OF A UTILITY POLE (CONECTIV
 DL6547'06273), 184.4 FT (56.2 M) SOUTH OF A UTILITY POLE (CONECTIV 06314),
 DL6547'50.8 FT (15.5 M) NORTH OF A 3.5 FT (1.1 M) TALL PICKET FENCE.
 DL6547
 DL6547                          STATION RECOVERY (2012)
 DL6547
 DL6547'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL6547'THE TALL PICKET FENCE NO LONGER EXISTS.
 DL6547
 DL6547                          STATION RECOVERY (2015)
 DL6547
 DL6547'RECOVERY NOTE BY RODGERS CONSULTING INC 2015 (JMB)
 DL6547'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL6548 ***********************************************************************
 DL6548  DESIGNATION -  SUS 19
 DL6548  PID         -  DL6548
 DL6548  STATE/COUNTY-  DE/SUSSEX
 DL6548  COUNTRY     -  US
 DL6548  USGS QUAD   -  HARBESON (2016)
 DL6548
 DL6548                         *CURRENT SURVEY CONTROL
 DL6548  ______________________________________________________________________
 DL6548* NAD 83(1986) POSITION- 38 44 13.9    (N) 075 17 19.2    (W)   HD_HELD2
 DL6548* NAVD 88 ORTHO HEIGHT -    11.509 (meters)       37.76  (feet) ADJUSTED
 DL6548  ______________________________________________________________________
 DL6548  GEOID HEIGHT    -        -35.625 (meters)                     GEOID18
 DL6548  DYNAMIC HEIGHT  -         11.502 (meters)       37.74  (feet) COMP
 DL6548  MODELED GRAVITY -    980,030.8   (mgal)                       NAVD 88
 DL6548
 DL6548  VERT ORDER      -  SECOND    CLASS II
 DL6548
 DL6548.The horizontal coordinates were established by autonomous hand held GPS
 DL6548.observations and have an estimated accuracy of +/- 10 meters.
 DL6548
 DL6548.The orthometric height was determined by differential leveling and
 DL6548.adjusted by the NATIONAL GEODETIC SURVEY
 DL6548.in March 2010.
 DL6548
 DL6548.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6548.GEOID18 height accuracy estimate available here.
 DL6548
 DL6548.Click photographs - Photos may exist for this station.
 DL6548
 DL6548.The dynamic height is computed by dividing the NAVD 88
 DL6548.geopotential number by the normal gravity value computed on the
 DL6548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6548.degrees latitude (g = 980.6199 gals.).
 DL6548
 DL6548.The modeled gravity was interpolated from observed gravity values.
 DL6548
 DL6548;                    North         East    Units  Estimated Accuracy
 DL6548;SPC DE       -    81,839.      211,129.      MT  (+/- 10 meters HH2 GPS)
 DL6548
 DL6548_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7491187652(NAD 83)
 DL6548
 DL6548                          SUPERSEDED SURVEY CONTROL
 DL6548
 DL6548.No superseded survey control is available for this station.
 DL6548
 DL6548_MARKER: DD = SURVEY DISK
 DL6548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6548_STAMPING: SUS 19 2009
 DL6548_MARK LOGO: DEDT
 DL6548_PROJECTION: RECESSED 3 CENTIMETERS
 DL6548_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6548+STABILITY: SURFACE MOTION
 DL6548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6548+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 DL6548
 DL6548  HISTORY     - Date     Condition        Report By
 DL6548  HISTORY     - 20091102 MONUMENTED       DEDT
 DL6548  HISTORY     - 20120209 GOOD             DELCOS
 DL6548  HISTORY     - 20121203 GOOD             DEDT
 DL6548  HISTORY     - 20150719 GOOD             RODCON
 DL6548
 DL6548                          STATION DESCRIPTION
 DL6548
 DL6548'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL6548'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTHWEST OF FAIRMOUNT, 3.0
 DL6548'MI (4.8 KM) SOUTH-SOUTHEAST OF MILTON AND 0.9 MI (1.4 KM)
 DL6548'NORTH-NORTHWEST OF HARBESON.
 DL6548'
 DL6548'TO REACH FROM THE INTERSECTION OF STATE ROUTE 9 (LEWES-GEORGETOWN HWY)
 DL6548'AND STATE ROUTE 5 (HARBESON ROAD) PROCEED 0.9 MI (1.4 KM) NORTHWEST
 DL6548'ALONG STATE ROUTE 5 (HARBESON RD) TO THE MARK ON THE RIGHT.  TO REACH
 DL6548'FROM THE INTERSECTION OF STATE ROUTE 16 (MILTON-ELLENDALE
 DL6548'HWY/BROADKILL RD) AND STATE ROUTE 5 (UNION ST) PROCEED 0.8 MI (1.3 KM)
 DL6548'SOUTHEAST TO THE INTERSECTION OF UNION STREET AND FEDERAL STREET IN
 DL6548'THE TOWN OF MILTON THENCE PROCEED SOUTHEAST ALONG STATE ROUTE 5
 DL6548'(FEDERAL STREET) 0.6 MI (1.0 KM) THENCE PROCEED SOUTHEAST 2.9 MI (4.7
 DL6548'KM) ALONG STATE ROUTE 5 (HARBESON RD) TO THE MARK ON THE LEFT.
 DL6548'
 DL6548'THE MARK IS 26.0 FT (7.9 M) EAST OF THE CENTERLINE OF STATE ROUTE 5
 DL6548'(HARBESON RD), 208 FT (63.4 M) SOUTH OF A UTILITY POLE (DPL 06649),
 DL6548'2.2 FT (0.7 M) SOUTH OF A UTILITY POLE (CONECTIV 55802/00630), AND
 DL6548'145.5 FT (44.3 M) NORTHEAST OF A UTILITY POLE (ID UNKNOWN).
 DL6548
 DL6548                          STATION RECOVERY (2012)
 DL6548
 DL6548'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL6548'RECOVERED IN GOOD CONDITION.
 DL6548
 DL6548                          STATION RECOVERY (2012)
 DL6548
 DL6548'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (ADL)
 DL6548'1 FOOT WEST ORANGE FIBERGLASS WITNESS POST.
 DL6548
 DL6548                          STATION RECOVERY (2015)
 DL6548
 DL6548'RECOVERY NOTE BY RODGERS CONSULTING INC 2015 (JMB)
 DL6548'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL3544 ***********************************************************************
 DL3544  DESIGNATION -  SUS 2
 DL3544  PID         -  DL3544
 DL3544  STATE/COUNTY-  DE/SUSSEX
 DL3544  COUNTRY     -  US
 DL3544  USGS QUAD   -  FRANKFORD (2016)
 DL3544
 DL3544                         *CURRENT SURVEY CONTROL
 DL3544  ______________________________________________________________________
 DL3544* NAD 83(1986) POSITION- 38 37 22.     (N) 075 07 52.     (W)   SCALED
 DL3544* NAVD 88 ORTHO HEIGHT -     1.033 (meters)        3.39  (feet) ADJUSTED
 DL3544  ______________________________________________________________________
 DL3544  GEOID HEIGHT    -        -35.728 (meters)                     GEOID18
 DL3544  DYNAMIC HEIGHT  -          1.032 (meters)        3.39  (feet) COMP
 DL3544  MODELED GRAVITY -    980,030.3   (mgal)                       NAVD 88
 DL3544
 DL3544  VERT ORDER      -  SECOND    CLASS II
 DL3544
 DL3544.The horizontal coordinates were scaled from a map and have
 DL3544.an estimated accuracy of +/- 6 seconds.
 DL3544
 DL3544.The orthometric height was determined by differential leveling and
 DL3544.adjusted by the NATIONAL GEODETIC SURVEY
 DL3544.in July 2009.
 DL3544
 DL3544.No vertical observational check was made to the station.
 DL3544
 DL3544.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3544.GEOID18 height accuracy estimate available here.
 DL3544
 DL3544.Click photographs - Photos may exist for this station.
 DL3544
 DL3544.The dynamic height is computed by dividing the NAVD 88
 DL3544.geopotential number by the normal gravity value computed on the
 DL3544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3544.degrees latitude (g = 980.6199 gals.).
 DL3544
 DL3544.The modeled gravity was interpolated from observed gravity values.
 DL3544
 DL3544;                    North         East    Units  Estimated Accuracy
 DL3544;SPC DE       -    69,170.      224,870.      MT  (+/- 180 meters Scaled)
 DL3544
 DL3544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH885749(NAD 83)
 DL3544
 DL3544                          SUPERSEDED SURVEY CONTROL
 DL3544
 DL3544.No superseded survey control is available for this station.
 DL3544
 DL3544_MARKER: DV = VERTICAL CONTROL DISK
 DL3544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3544_STAMPING: SUS 2 2004
 DL3544_MARK LOGO: NGS
 DL3544_PROJECTION: RECESSED 4 CENTIMETERS
 DL3544_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3544+STABILITY: SURFACE MOTION
 DL3544
 DL3544  HISTORY     - Date     Condition        Report By
 DL3544  HISTORY     - 20040201 MONUMENTED       DEDT
 DL3544  HISTORY     - 20090518 GOOD             DEDT
 DL3544  HISTORY     - 20120210 GOOD             DELCOS
 DL3544  HISTORY     - 20121203 GOOD             DEDT
 DL3544
 DL3544                          STATION DESCRIPTION
 DL3544
 DL3544'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL3544'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTH-SOUTHWEST OF REHOBOTH
 DL3544'BEACH, 7.1 MI (11.4 KM) NORTHWEST OF BETHANY BEACH AND 5.7 MI (9.2 KM)
 DL3544'EAST-SOUTHEAST OF FAIRMOUNT.
 DL3544'
 DL3544'TO REACH FROM THE INTERSECTION OF STATE ROUTE 24 (JOHN J WILLIAMS
 DL3544'HWY)AND LONG NECK ROAD (S 22) PROCEED 3.7 MI (6.0 KM) EAST-SOUTHEAST
 DL3544'ALONG LONG NECK ROAD TO THE MARK ON THE RIGHT.
 DL3544'
 DL3544'THE STATION IS 28.0 FT (8.5 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 DL3544'LONG NECK ROAD (S 22), 38.8 FT (11.8 M) WEST-NORTHWEST OF THE
 DL3544'SOUTHEASTERLY CORNER OF A 6 FT (1.8 M) HIGH CHAIN LINK ENCLOSURE
 DL3544'AROUND A BOAT STORAGE YARD, AND 19.4 FT (5.9 M) SOUTH-SOUTHWEST OF A
 DL3544'UTILITY POLE WITH A SINGLE GUY WIRE (DEC 16194)
 DL3544
 DL3544                          STATION RECOVERY (2012)
 DL3544
 DL3544'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL3544'RECOVERED IN GOOD CONDITION.
 DL3544
 DL3544                          STATION RECOVERY (2012)
 DL3544
 DL3544'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (ADL)
 DL3544'24 FEET WEST NORTH WEST ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL6549 ***********************************************************************
 DL6549  DESIGNATION -  SUS 20
 DL6549  PID         -  DL6549
 DL6549  STATE/COUNTY-  DE/SUSSEX
 DL6549  COUNTRY     -  US
 DL6549  USGS QUAD   -  HARBESON (2016)
 DL6549
 DL6549                         *CURRENT SURVEY CONTROL
 DL6549  ______________________________________________________________________
 DL6549* NAD 83(1986) POSITION- 38 44 54.29   (N) 075 17 26.65   (W)   HD_HELD1
 DL6549* NAVD 88 ORTHO HEIGHT -    10.386 (meters)       34.07  (feet) ADJUSTED
 DL6549  ______________________________________________________________________
 DL6549  GEOID HEIGHT    -        -35.615 (meters)                     GEOID18
 DL6549  DYNAMIC HEIGHT  -         10.380 (meters)       34.06  (feet) COMP
 DL6549  MODELED GRAVITY -    980,031.5   (mgal)                       NAVD 88
 DL6549
 DL6549  VERT ORDER      -  SECOND    CLASS II
 DL6549
 DL6549.The horizontal coordinates were determined by differentially corrected
 DL6549.hand held GPS observations or other comparable positioning techniques
 DL6549.and have an estimated accuracy of +/- 3 meters.
 DL6549
 DL6549.The orthometric height was determined by differential leveling and
 DL6549.adjusted by the NATIONAL GEODETIC SURVEY
 DL6549.in March 2010.
 DL6549
 DL6549.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6549.GEOID18 height accuracy estimate available here.
 DL6549
 DL6549.Click photographs - Photos may exist for this station.
 DL6549
 DL6549.The dynamic height is computed by dividing the NAVD 88
 DL6549.geopotential number by the normal gravity value computed on the
 DL6549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6549.degrees latitude (g = 980.6199 gals.).
 DL6549
 DL6549.The modeled gravity was interpolated from observed gravity values.
 DL6549
 DL6549;                    North         East    Units  Estimated Accuracy
 DL6549;SPC DE       -    83,083.7     210,947.4     MT  (+/- 3 meters HH1 GPS) 
 DL6549
 DL6549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7473588898(NAD 83)
 DL6549
 DL6549                          SUPERSEDED SURVEY CONTROL
 DL6549
 DL6549.No superseded survey control is available for this station.
 DL6549
 DL6549_MARKER: F = FLANGE-ENCASED ROD
 DL6549_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DL6549_STAMPING: SUS 20 2009
 DL6549_MARK LOGO: DEDT
 DL6549_PROJECTION: RECESSED 5 CENTIMETERS
 DL6549_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6549+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 DL6549_ROD/PIPE-DEPTH: 29.3 meters
 DL6549_SLEEVE-DEPTH  : 1 meters
 DL6549
 DL6549  HISTORY     - Date     Condition        Report By
 DL6549  HISTORY     - 20091103 MONUMENTED       DEDT
 DL6549  HISTORY     - 20120209 GOOD             DELCOS
 DL6549
 DL6549                          STATION DESCRIPTION
 DL6549
 DL6549'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL6549'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHEAST OF GEORGETOWN,
 DL6549'2.3 MI (3.7 KM) SOUTH-SOUTHEAST OF MILTON AND 1.7 MI (2.7 KM) NORTH OF
 DL6549'HARBESON.
 DL6549'
 DL6549'TO REACH FROM THE INTERSECTION OF STATE ROUTE 9 (LEWES-GEORGETOWN HWY)
 DL6549'AND STATE ROUTE 5 (HARBESON ROAD) PROCEED 1.6 MI (2.6 KM) NORTHWEST
 DL6549'ALONG STATE ROUTE 5 (HARBESON RD) TO THE MARK ON THE RIGHT.  TO REACH
 DL6549'FROM THE INTERSECTION OF STATE ROUTE 16 (MILTON-ELLENDALE
 DL6549'HWY/BROADKILL RD) AND STATE ROUTE 5 (UNION ST) PROCEED 0.8 MI (1.3 KM)
 DL6549'SOUTHEAST TO THE INTERSECTION OF UNION STREET AND FEDERAL STREET IN
 DL6549'THE TOWN OF MILTON THENCE PROCEED SOUTHEAST ALONG STATE ROUTE 5
 DL6549'(FEDERAL STREET) 0.6 MI (1.0 KM) THENCE PROCEED SOUTHEAST 2.1 MI (3.4
 DL6549'KM) ALONG STATE ROUTE 5 (HARBESON RD) TO THE MARK ON THE LEFT.  THE
 DL6549'MARK IS LOCATED IN A GRASSY TRIANGLE FORMED BY THE INTERSECTION OF
 DL6549'STATE ROUTE 5 (HARBESON RD), SUSSEX 259 (CARPENTER RD), AND SUSSEX 257
 DL6549'(DIAMOND FARM RD).
 DL6549'
 DL6549'THE MARK IS 79.0 FT (24.1 M) EAST OF THE CENTERLINE OF STATE ROUTE 5
 DL6549'(HARBESON RD), 128.0 FT (39.0 M) SOUTHEAST OF A UTILITY POLE (DPL
 DL6549'55732/07052) 101.0 FT (30.8 M) WEST OF A UTILITY POLE AND 149.0 FT
 DL6549'(45.4 M) NORTH OF A UTILITY POLE (DPL55744/07028).
 DL6549
 DL6549                          STATION RECOVERY (2012)
 DL6549
 DL6549'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL6549'101 FT WEST OF UTILITY POLE NUMBER 87933.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL6550 ***********************************************************************
 DL6550  DESIGNATION -  SUS 21
 DL6550  PID         -  DL6550
 DL6550  STATE/COUNTY-  DE/SUSSEX
 DL6550  COUNTRY     -  US
 DL6550  USGS QUAD   -  MILTON (2016)
 DL6550
 DL6550                         *CURRENT SURVEY CONTROL
 DL6550  ______________________________________________________________________
 DL6550* NAD 83(1986) POSITION- 38 45 13.7    (N) 075 17 59.0    (W)   HD_HELD2
 DL6550* NAVD 88 ORTHO HEIGHT -     6.767 (meters)       22.20  (feet) ADJUSTED
 DL6550  ______________________________________________________________________
 DL6550  GEOID HEIGHT    -        -35.606 (meters)                     GEOID18
 DL6550  DYNAMIC HEIGHT  -          6.763 (meters)       22.19  (feet) COMP
 DL6550  MODELED GRAVITY -    980,031.6   (mgal)                       NAVD 88
 DL6550
 DL6550  VERT ORDER      -  SECOND    CLASS II
 DL6550
 DL6550.The horizontal coordinates were established by autonomous hand held GPS
 DL6550.observations and have an estimated accuracy of +/- 10 meters.
 DL6550
 DL6550.The orthometric height was determined by differential leveling and
 DL6550.adjusted by the NATIONAL GEODETIC SURVEY
 DL6550.in March 2010.
 DL6550
 DL6550.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6550.GEOID18 height accuracy estimate available here.
 DL6550
 DL6550.Click photographs - Photos may exist for this station.
 DL6550
 DL6550.The dynamic height is computed by dividing the NAVD 88
 DL6550.geopotential number by the normal gravity value computed on the
 DL6550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6550.degrees latitude (g = 980.6199 gals.).
 DL6550
 DL6550.The modeled gravity was interpolated from observed gravity values.
 DL6550
 DL6550;                    North         East    Units  Estimated Accuracy
 DL6550;SPC DE       -    83,681.      210,165.      MT  (+/- 10 meters HH2 GPS)
 DL6550
 DL6550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7395689499(NAD 83)
 DL6550
 DL6550                          SUPERSEDED SURVEY CONTROL
 DL6550
 DL6550.No superseded survey control is available for this station.
 DL6550
 DL6550_MARKER: DD = SURVEY DISK
 DL6550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6550_STAMPING: SUS 21 2009
 DL6550_MARK LOGO: DEDT
 DL6550_PROJECTION: RECESSED 3 CENTIMETERS
 DL6550_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6550+STABILITY: SURFACE MOTION
 DL6550_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL6550+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 DL6550
 DL6550  HISTORY     - Date     Condition        Report By
 DL6550  HISTORY     - 20091103 MONUMENTED       DEDT
 DL6550  HISTORY     - 20120209 GOOD             DELCOS
 DL6550  HISTORY     - 20121203 GOOD             DEDT
 DL6550
 DL6550                          STATION DESCRIPTION
 DL6550
 DL6550'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL6550'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTHEAST OF GEORGETOWN,
 DL6550'2.2 MI (3.5 KM) NORTH-NORTHWEST OF HARBESON AND 1.7 MI (2.7 KM)
 DL6550'SOUTH-SOUTHEAST OF MILTON.
 DL6550'
 DL6550'TO REACH FROM THE INTERSECTION OF STATE ROUTE 9 (LEWES-GEORGETOWN HWY)
 DL6550'AND STATE ROUTE 5 (HARBESON ROAD) PROCEED 2.25 MI (3.6 KM) NORTHWEST
 DL6550'ALONG STATE ROUTE 5 (HARBESON RD) TO THE MARK ON THE LEFT.  TO REACH
 DL6550'FROM THE INTERSECTION OF STATE ROUTE 16 (MILTON-ELLENDALE
 DL6550'HWY/BROADKILL RD) AND STATE ROUTE 5 (UNION ST) PROCEED 0.8 MI (1.3 KM)
 DL6550'SOUTHEAST TO THE INTERSECTION OF UNION STREET AND FEDERAL STREET IN
 DL6550'THE TOWN OF MILTON THENCE PROCEED SOUTHEAST ALONG STATE ROUTE 5
 DL6550'(FEDERAL STREET) 0.6 MI (1.0 KM) THENCE PROCEED SOUTHEAST 1.5 MI (2.4
 DL6550'KM) ALONG STATE ROUTE 5 (HARBESON RD) TO THE MARK ON THE RIGHT.
 DL6550'
 DL6550'THE MARK IS 29.4 FT (9.0 M) SOUTHWEST OF THE CENTERLINE OF STATE ROUTE
 DL6550'5 (HARBESON RD), 84.2 FT (25.7 M) NORTHWEST OF A UTILITY POLE (DEC
 DL6550'112958), 41.7 FT (12.7 M) NORTHWEST OF A TELEPHONE TEST POINT (NO ID),
 DL6550'AND 121.0 FT (36.9 M) SOUTHEAST OF A UTILITY POLE (DEC 112959).
 DL6550
 DL6550                          STATION RECOVERY (2012)
 DL6550
 DL6550'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL6550'NOW ATLEAST 2 INCHES BELOW GROUND.
 DL6550
 DL6550                          STATION RECOVERY (2012)
 DL6550
 DL6550'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (ADL)
 DL6550'11 FEET SOUTH WEST ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL6551 ***********************************************************************
 DL6551  DESIGNATION -  SUS 22
 DL6551  PID         -  DL6551
 DL6551  STATE/COUNTY-  DE/SUSSEX
 DL6551  COUNTRY     -  US
 DL6551  USGS QUAD   -  MILTON (2016)
 DL6551
 DL6551                         *CURRENT SURVEY CONTROL
 DL6551  ______________________________________________________________________
 DL6551* NAD 83(1986) POSITION- 38 45 34.6    (N) 075 18 32.6    (W)   HD_HELD2
 DL6551* NAVD 88 ORTHO HEIGHT -     9.455 (meters)       31.02  (feet) ADJUSTED
 DL6551  ______________________________________________________________________
 DL6551  GEOID HEIGHT    -        -35.596 (meters)                     GEOID18
 DL6551  DYNAMIC HEIGHT  -          9.449 (meters)       31.00  (feet) COMP
 DL6551  MODELED GRAVITY -    980,031.7   (mgal)                       NAVD 88
 DL6551
 DL6551  VERT ORDER      -  SECOND    CLASS II
 DL6551
 DL6551.The horizontal coordinates were established by autonomous hand held GPS
 DL6551.observations and have an estimated accuracy of +/- 10 meters.
 DL6551
 DL6551.The orthometric height was determined by differential leveling and
 DL6551.adjusted by the NATIONAL GEODETIC SURVEY
 DL6551.in March 2010.
 DL6551
 DL6551.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6551.GEOID18 height accuracy estimate available here.
 DL6551
 DL6551.Click photographs - Photos may exist for this station.
 DL6551
 DL6551.The dynamic height is computed by dividing the NAVD 88
 DL6551.geopotential number by the normal gravity value computed on the
 DL6551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6551.degrees latitude (g = 980.6199 gals.).
 DL6551
 DL6551.The modeled gravity was interpolated from observed gravity values.
 DL6551
 DL6551;                    North         East    Units  Estimated Accuracy
 DL6551;SPC DE       -    84,325.      209,353.      MT  (+/- 10 meters HH2 GPS)
 DL6551
 DL6551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7314790146(NAD 83)
 DL6551
 DL6551                          SUPERSEDED SURVEY CONTROL
 DL6551
 DL6551.No superseded survey control is available for this station.
 DL6551
 DL6551_MARKER: DD = SURVEY DISK
 DL6551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6551_STAMPING: SUS 22 2009
 DL6551_MARK LOGO: DEDT
 DL6551_PROJECTION: RECESSED 3 CENTIMETERS
 DL6551_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6551+STABILITY: SURFACE MOTION
 DL6551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6551+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 DL6551
 DL6551  HISTORY     - Date     Condition        Report By
 DL6551  HISTORY     - 20091103 MONUMENTED       DEDT
 DL6551  HISTORY     - 20120209 GOOD             DELCOS
 DL6551  HISTORY     - 20121203 GOOD             DEDT
 DL6551
 DL6551                          STATION DESCRIPTION
 DL6551
 DL6551'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL6551'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTHEAST OF GEORGETOWN,
 DL6551'2.7 MI (4.3 KM) NORTH-NORTHWEST OF HARBESON AND 1.2 MI (1.9 KM) SOUTH
 DL6551'OF MILTON.
 DL6551'
 DL6551'TO REACH FROM THE INTERSECTION OF STATE ROUTE 9 (LEWES-GEORGETOWN HWY)
 DL6551'AND STATE ROUTE 5 (HARBESON ROAD) PROCEED 2.9 MI (4.7 KM) NORTHWEST
 DL6551'ALONG STATE ROUTE 5 (HARBESON RD) TO THE MARK ON THE RIGHT.  TO REACH
 DL6551'FROM THE INTERSECTION OF STATE ROUTE 16 (MILTON-ELLENDALE
 DL6551'HWY/BROADKILL RD) AND STATE ROUTE 5 (UNION ST) PROCEED 0.8 MI (1.3 KM)
 DL6551'SOUTHEAST TO THE INTERSECTION OF UNION STREET AND FEDERAL STREET IN
 DL6551'THE TOWN OF MILTON THENCE PROCEED SOUTHEAST ALONG STATE ROUTE 5
 DL6551'(FEDERAL STREET) 0.6 MI (1.0 KM) THENCE PROCEED SOUTHEAST 0.8 MI (1.3
 DL6551'KM) ALONG STATE ROUTE 5 (HARBESON RD) TO THE MARK ON THE LEFT.
 DL6551'
 DL6551'THE MARK IS 42.0 FT (12.8 M) NORTHEAST OF THE CENTERLINE OF STATE
 DL6551'ROUTE 5 (HARBESON ROAD), 164.0 FT (50.0 M) SOUTH-SOUTHEAST OF THE
 DL6551'SOUTHEASTERLY END OF A CONCRETE CURB AT THE ENTRANCE OF A SUBDIVISION
 DL6551'HERITAGE CREEK, 9.2 FT (2.8 M) SOUTH OF A TELEPHONE TEST POINT, AND
 DL6551'200.0 FT (61.0 M) NORTH OF THE NORTHEASTERLY CORNER OF A CATCH BASIN.
 DL6551
 DL6551                          STATION RECOVERY (2012)
 DL6551
 DL6551'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL6551'RECOVERED IN GOOD CONDITION.
 DL6551
 DL6551                          STATION RECOVERY (2012)
 DL6551
 DL6551'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (ADL)
 DL6551'9 FEET NORTH NORTH EAST ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL6552 ***********************************************************************
 DL6552  DESIGNATION -  SUS 23
 DL6552  PID         -  DL6552
 DL6552  STATE/COUNTY-  DE/SUSSEX
 DL6552  COUNTRY     -  US
 DL6552  USGS QUAD   -  MILTON (2016)
 DL6552
 DL6552                         *CURRENT SURVEY CONTROL
 DL6552  ______________________________________________________________________
 DL6552* NAD 83(1986) POSITION- 38 45 58.1    (N) 075 18 56.5    (W)   HD_HELD2
 DL6552* NAVD 88 ORTHO HEIGHT -     9.416 (meters)       30.89  (feet) ADJUSTED
 DL6552  ______________________________________________________________________
 DL6552  GEOID HEIGHT    -        -35.586 (meters)                     GEOID18
 DL6552  DYNAMIC HEIGHT  -          9.410 (meters)       30.87  (feet) COMP
 DL6552  MODELED GRAVITY -    980,032.0   (mgal)                       NAVD 88
 DL6552
 DL6552  VERT ORDER      -  SECOND    CLASS II
 DL6552
 DL6552.The horizontal coordinates were established by autonomous hand held GPS
 DL6552.observations and have an estimated accuracy of +/- 10 meters.
 DL6552
 DL6552.The orthometric height was determined by differential leveling and
 DL6552.adjusted by the NATIONAL GEODETIC SURVEY
 DL6552.in March 2010.
 DL6552
 DL6552.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6552.GEOID18 height accuracy estimate available here.
 DL6552
 DL6552.Click photographs - Photos may exist for this station.
 DL6552
 DL6552.The dynamic height is computed by dividing the NAVD 88
 DL6552.geopotential number by the normal gravity value computed on the
 DL6552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6552.degrees latitude (g = 980.6199 gals.).
 DL6552
 DL6552.The modeled gravity was interpolated from observed gravity values.
 DL6552
 DL6552;                    North         East    Units  Estimated Accuracy
 DL6552;SPC DE       -    85,049.      208,776.      MT  (+/- 10 meters HH2 GPS)
 DL6552
 DL6552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7257390872(NAD 83)
 DL6552
 DL6552                          SUPERSEDED SURVEY CONTROL
 DL6552
 DL6552.No superseded survey control is available for this station.
 DL6552
 DL6552_MARKER: DD = SURVEY DISK
 DL6552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6552_STAMPING: SUS 23 2009
 DL6552_MARK LOGO: DEDT
 DL6552_PROJECTION: RECESSED 3 CENTIMETERS
 DL6552_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6552+STABILITY: SURFACE MOTION
 DL6552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6552+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2012
 DL6552
 DL6552  HISTORY     - Date     Condition        Report By
 DL6552  HISTORY     - 20121004 MONUMENTED       DEDT
 DL6552
 DL6552                          STATION DESCRIPTION
 DL6552
 DL6552'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (JRC)
 DL6552'RECOVERED AS DESCRIBED, MARK IS ALSO 1 FOOT WEST OF A FIBERGLASS
 DL6552'WITNESS POST
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL6555 ***********************************************************************
 DL6555  DESIGNATION -  SUS 24
 DL6555  PID         -  DL6555
 DL6555  STATE/COUNTY-  DE/SUSSEX
 DL6555  COUNTRY     -  US
 DL6555  USGS QUAD   -  MILTON (2016)
 DL6555
 DL6555                         *CURRENT SURVEY CONTROL
 DL6555  ______________________________________________________________________
 DL6555* NAD 83(1986) POSITION- 38 47 35.8    (N) 075 18 50.2    (W)   HD_HELD2
 DL6555* NAVD 88 ORTHO HEIGHT -     9.532 (meters)       31.27  (feet) ADJUSTED
 DL6555  ______________________________________________________________________
 DL6555  GEOID HEIGHT    -        -35.557 (meters)                     GEOID18
 DL6555  DYNAMIC HEIGHT  -          9.527 (meters)       31.26  (feet) COMP
 DL6555  MODELED GRAVITY -    980,034.4   (mgal)                       NAVD 88
 DL6555
 DL6555  VERT ORDER      -  FIRST     CLASS II
 DL6555
 DL6555.The horizontal coordinates were established by autonomous hand held GPS
 DL6555.observations and have an estimated accuracy of +/- 10 meters.
 DL6555
 DL6555.The orthometric height was determined by differential leveling and
 DL6555.adjusted by the NATIONAL GEODETIC SURVEY
 DL6555.in January 2013.
 DL6555
 DL6555.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6555.GEOID18 height accuracy estimate available here.
 DL6555
 DL6555.Click photographs - Photos may exist for this station.
 DL6555
 DL6555.The dynamic height is computed by dividing the NAVD 88
 DL6555.geopotential number by the normal gravity value computed on the
 DL6555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6555.degrees latitude (g = 980.6199 gals.).
 DL6555
 DL6555.The modeled gravity was interpolated from observed gravity values.
 DL6555
 DL6555;                    North         East    Units  Estimated Accuracy
 DL6555;SPC DE       -    88,062.      208,924.      MT  (+/- 10 meters HH2 GPS)
 DL6555
 DL6555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7273693883(NAD 83)
 DL6555
 DL6555                          SUPERSEDED SURVEY CONTROL
 DL6555
 DL6555  NAVD 88 (03/24/10)    9.531  (m)           31.27   (f) SUPERSEDED  2 1
 DL6555
 DL6555.Superseded values are not recommended for survey control.
 DL6555
 DL6555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6555.See file dsdata.pdf to determine how the superseded data were derived.
 DL6555
 DL6555_MARKER: DD = SURVEY DISK
 DL6555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6555_STAMPING: SUS 24 2009
 DL6555_MARK LOGO: DEDT
 DL6555_PROJECTION: RECESSED 3 CENTIMETERS
 DL6555_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6555+STABILITY: SURFACE MOTION
 DL6555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6555+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2012
 DL6555
 DL6555  HISTORY     - Date     Condition        Report By
 DL6555  HISTORY     - 20091109 MONUMENTED       DEDT
 DL6555  HISTORY     - 20110501 GOOD             DEDT
 DL6555  HISTORY     - 20120112 GOOD             USFWS
 DL6555  HISTORY     - 20121203 GOOD             DEDT
 DL6555
 DL6555                          STATION DESCRIPTION
 DL6555
 DL6555'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL6555'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF ELLENDALE, 5.0 MI
 DL6555'(8.0 KM) NORTH-NORTHWEST OF HARBESON AND 1.1 MI (1.8 KM) NORTH OF
 DL6555'MILTON.
 DL6555'
 DL6555'TO REACH FROM THE INTERSECTION OF STATE ROUTE 16 (MILTON-ELLENDALE
 DL6555'HWY/BROADKILL RD) AND STATE ROUTE 5 (UNION ST EXTENDED) PROCEED NORTH
 DL6555'0.4 MI (0.6 KM) ALONG STATE ROUTE 5 (UNION ST EXTENDED) TO THE MARK ON
 DL6555'THE RIGHT.  FROM THE INTERSECTION OF STATE ROUTE (COASTAL HWY) AND
 DL6555'STATE ROUTE 5 (UNION STREET EXTENDED) PROCEED 2.0 MI (3.2 KM) SOUTH
 DL6555'ALONG STATE ROUTE 5 (UNION ST EXT.) TO THE MARK ON THE LEFT.  THE MARK
 DL6555'IS LOCATED ON THE NORTHEASTERLY CORNER OF STATE ROUTE 5 (UNION ST EXT)
 DL6555'AND SUSSEX 22B (MORRIS AVENUE EXT).
 DL6555'
 DL6555'THE MARK IS 35.5 FT (10.8 M) EAST-SOUTHEAST OF THE CENTERLINE OF STATE
 DL6555'ROUTE 5 (UNION ST EXT), 178.0 FT (54.3 M) SOUTH OF A TELEPHONE TEST
 DL6555'POINT (YF199), 91.0 FT (27.7 M) NORTH OF A TELEPHONE TEST POINT
 DL6555'(YF200N), AND 124.8 FT (38.0 M) NORTHEAST OF A UTILITY POLE (DPL
 DL6555'55081/08667).
 DL6555
 DL6555                          STATION RECOVERY (2011)
 DL6555
 DL6555'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2011 (BRC)
 DL6555'RECOVERED AS DESCRIBED.
 DL6555
 DL6555                          STATION RECOVERY (2012)
 DL6555
 DL6555'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2012 (MJH)
 DL6555'RECOVERED IN GOOD CONDITION.
 DL6555'
 DL6555'NOTE-TELEPHONE TEST POINT YF199 COULD NOT BE LOCATED, 19.45 M (63.8
 DL6555'FT) SOUTHEAST OF TELEPHONE TEST POINT YF195.
 DL6555
 DL6555                          STATION RECOVERY (2012)
 DL6555
 DL6555'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (ADL)
 DL6555'1 FOOT WEST ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL6556 ***********************************************************************
 DL6556  DESIGNATION -  SUS 25
 DL6556  PID         -  DL6556
 DL6556  STATE/COUNTY-  DE/SUSSEX
 DL6556  COUNTRY     -  US
 DL6556  USGS QUAD   -  MILTON (2016)
 DL6556
 DL6556                         *CURRENT SURVEY CONTROL
 DL6556  ______________________________________________________________________
 DL6556* NAD 83(1986) POSITION- 38 48 20.2    (N) 075 18 56.1    (W)   HD_HELD2
 DL6556* NAVD 88 ORTHO HEIGHT -     6.131 (meters)       20.11  (feet) ADJUSTED
 DL6556  ______________________________________________________________________
 DL6556  GEOID HEIGHT    -        -35.541 (meters)                     GEOID18
 DL6556  DYNAMIC HEIGHT  -          6.127 (meters)       20.10  (feet) COMP
 DL6556  MODELED GRAVITY -    980,035.5   (mgal)                       NAVD 88
 DL6556
 DL6556  VERT ORDER      -  FIRST     CLASS II
 DL6556
 DL6556.The horizontal coordinates were established by autonomous hand held GPS
 DL6556.observations and have an estimated accuracy of +/- 10 meters.
 DL6556
 DL6556.The orthometric height was determined by differential leveling and
 DL6556.adjusted by the NATIONAL GEODETIC SURVEY
 DL6556.in January 2013.
 DL6556
 DL6556.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6556.GEOID18 height accuracy estimate available here.
 DL6556
 DL6556.Click photographs - Photos may exist for this station.
 DL6556
 DL6556.The dynamic height is computed by dividing the NAVD 88
 DL6556.geopotential number by the normal gravity value computed on the
 DL6556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6556.degrees latitude (g = 980.6199 gals.).
 DL6556
 DL6556.The modeled gravity was interpolated from observed gravity values.
 DL6556
 DL6556;                    North         East    Units  Estimated Accuracy
 DL6556;SPC DE       -    89,431.      208,780.      MT  (+/- 10 meters HH2 GPS)
 DL6556
 DL6556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7259895252(NAD 83)
 DL6556
 DL6556                          SUPERSEDED SURVEY CONTROL
 DL6556
 DL6556  NAVD 88 (03/24/10)    6.130  (m)           20.11   (f) SUPERSEDED  2 2
 DL6556
 DL6556.Superseded values are not recommended for survey control.
 DL6556
 DL6556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6556.See file dsdata.pdf to determine how the superseded data were derived.
 DL6556
 DL6556_MARKER: DD = SURVEY DISK
 DL6556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6556_STAMPING: SUS 25 2009
 DL6556_MARK LOGO: DEDT
 DL6556_PROJECTION: RECESSED 3 CENTIMETERS
 DL6556_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6556+STABILITY: SURFACE MOTION
 DL6556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL6556+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2012
 DL6556
 DL6556  HISTORY     - Date     Condition        Report By
 DL6556  HISTORY     - 20091107 MONUMENTED       DEDT
 DL6556  HISTORY     - 20120209 GOOD             DELCOS
 DL6556
 DL6556                          STATION DESCRIPTION
 DL6556
 DL6556'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL6556'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTH-NORTHWEST OF HARBESON,
 DL6556'5.8 MI (9.3 KM) EAST OF ELLENDALE AND 2.0 MI (3.2 KM) NORTH OF MILTON.
 DL6556'TO REACH FROM THE INTERSECTION OF STATE ROUTE 16 (MILTON-ELLENDALE
 DL6556'HWY/BROADKILL RD) AND STATE ROUTE 5 (UNION ST EXTENDED) PROCEED NORTH
 DL6556'1.2 MI (1.9 KM) ALONG STATE ROUTE 5 (UNION ST EXTENDED) TO THE MARK ON
 DL6556'THE LEFT.  FROM THE INTERSECTION OF STATE ROUTE 1 (COASTAL HWY) AND
 DL6556'STATE ROUTE 5 (UNION STREET EXTENDED) PROCEED 1.2 MI (1.9 KM) SOUTH
 DL6556'ALONG STATE ROUTE 5 (UNION ST EXT.) TO THE MARK ON THE RIGHT.  THE
 DL6556'MARK IS LOCATED ON THE NORTHWESTERLY CORNER OF STATE ROUTE 5 (UNION ST
 DL6556'EXT) AND SUSSEX 231 (REYNOLDS POND RD).
 DL6556'
 DL6556'THE MARK IS 33.0 FT (10.1 M) WEST OF THE CENTERLINE OF STATE ROUTE 5
 DL6556'(UNION ST EXT), 67.0 FT (20.4 M) NORTH OF THE CENTERLINE OF SUSSEX 231
 DL6556'(REYNOLDS POND RD), 42 FT (12.8 M) NORTHEAST OF A UTILITY POLE
 DL6556'(DEC141779) AND 24.2 FT (7.4 M) EAST OF A WHITE VINYL FENCE.
 DL6556
 DL6556                          STATION RECOVERY (2012)
 DL6556
 DL6556'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL6556'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL6558 ***********************************************************************
 DL6558  DESIGNATION -  SUS 26
 DL6558  PID         -  DL6558
 DL6558  STATE/COUNTY-  DE/SUSSEX
 DL6558  COUNTRY     -  US
 DL6558  USGS QUAD   -  MILTON (2016)
 DL6558
 DL6558                         *CURRENT SURVEY CONTROL
 DL6558  ______________________________________________________________________
 DL6558* NAD 83(1986) POSITION- 38 49 27.1    (N) 075 18 31.1    (W)   HD_HELD2
 DL6558* NAVD 88 ORTHO HEIGHT -     2.293 (meters)        7.52  (feet) ADJUSTED
 DL6558  ______________________________________________________________________
 DL6558  GEOID HEIGHT    -        -35.519 (meters)                     GEOID18
 DL6558  DYNAMIC HEIGHT  -          2.292 (meters)        7.52  (feet) COMP
 DL6558  MODELED GRAVITY -    980,037.5   (mgal)                       NAVD 88
 DL6558
 DL6558  VERT ORDER      -  FIRST     CLASS II
 DL6558
 DL6558.The horizontal coordinates were established by autonomous hand held GPS
 DL6558.observations and have an estimated accuracy of +/- 10 meters.
 DL6558
 DL6558.The orthometric height was determined by differential leveling and
 DL6558.adjusted by the NATIONAL GEODETIC SURVEY
 DL6558.in January 2013.
 DL6558
 DL6558.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6558.GEOID18 height accuracy estimate available here.
 DL6558
 DL6558.Click photographs - Photos may exist for this station.
 DL6558
 DL6558.The dynamic height is computed by dividing the NAVD 88
 DL6558.geopotential number by the normal gravity value computed on the
 DL6558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6558.degrees latitude (g = 980.6199 gals.).
 DL6558
 DL6558.The modeled gravity was interpolated from observed gravity values.
 DL6558
 DL6558;                    North         East    Units  Estimated Accuracy
 DL6558;SPC DE       -    91,494.      209,381.      MT  (+/- 10 meters HH2 GPS)
 DL6558
 DL6558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7320897312(NAD 83)
 DL6558
 DL6558                          SUPERSEDED SURVEY CONTROL
 DL6558
 DL6558  NAVD 88 (03/24/10)    2.292  (m)            7.52   (f) SUPERSEDED  2 2
 DL6558
 DL6558.Superseded values are not recommended for survey control.
 DL6558
 DL6558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6558.See file dsdata.pdf to determine how the superseded data were derived.
 DL6558
 DL6558_MARKER: DD = SURVEY DISK
 DL6558_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL6558_SP_SET: BRIDGE ABUTMENT
 DL6558_STAMPING: SUS 26 2009
 DL6558_MARK LOGO: DEDT
 DL6558_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6558+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2012
 DL6558
 DL6558  HISTORY     - Date     Condition        Report By
 DL6558  HISTORY     - 20091107 MONUMENTED       DEDT
 DL6558  HISTORY     - 20120208 GOOD             DELCOS
 DL6558  HISTORY     - 20121210 GOOD             DEDT
 DL6558
 DL6558                          STATION DESCRIPTION
 DL6558
 DL6558'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL6558'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH OF HARBESON, 6.3 MI
 DL6558'(10.1 KM) EAST OF ELLENDALE AND 3.2 MI (5.1 KM) NORTH OF MILTON.
 DL6558'
 DL6558'TO REACH FROM THE INTERSECTION OF STATE ROUTE 5 (UNION STREET
 DL6558'EXTENDED) AND STATE ROUTE 1 (COASTAL HWY) PROCEED NORTH 0.2 MI (0.3
 DL6558'KM) ALONG STATE ROUTE 1 (COASTAL HWY)TO THE MARK ON THE LEFT.  TO
 DL6558'REACH FROM THE INTERSECTION OF SUSSEX 38 (SYLVAN ACRES/PRIME HOOK
 DL6558'ROADS) PROCEED SOUTH 0.4 MI (0.6 KM) ALONG STATE ROUTE 1 TO THE MARK
 DL6558'ON THE RIGHT.  THE MARK IS LOCATED ON THE MOST NORTHWESTERLY BRIDGE
 DL6558'ABUTMENT OF THE NORTHBOUND SPAN.
 DL6558'
 DL6558'THE MARK IS 22.0 FT (6.7 M) WEST OF THE CENTERLINE OF NORTHBOUND STATE
 DL6558'ROUTE 1 (COASTAL HIGHWAY), 52.0 FT (15.8 M) EAST OF THE NORTHEASTERLY
 DL6558'ABUTMENT OF THE SOUTHBOUND SPAN, 209.0 FT (63.7 M) SOUTHEAST OF THE
 DL6558'NORTHERNMOST END OF THE EAST GUARDRAIL ON THE SOUTHBOUND LANES, AND
 DL6558'26.0 FT (7.9 M) SOUTH OF THE NORTHERNMOST END OF THE WEST GUARDRAIL ON
 DL6558'THE NORTHBOUND LANES.
 DL6558
 DL6558                          STATION RECOVERY (2012)
 DL6558
 DL6558'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL6558'RECOVERED IN GOOD CONDITION.
 DL6558
 DL6558                          STATION RECOVERY (2012)
 DL6558
 DL6558'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (ADL)
 DL6558'25  FEET EAST ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL3545 ***********************************************************************
 DL3545  DESIGNATION -  SUS 3
 DL3545  PID         -  DL3545
 DL3545  STATE/COUNTY-  DE/SUSSEX
 DL3545  COUNTRY     -  US
 DL3545  USGS QUAD   -  FAIRMOUNT (2016)
 DL3545
 DL3545                         *CURRENT SURVEY CONTROL
 DL3545  ______________________________________________________________________
 DL3545* NAD 83(1986) POSITION- 38 37 30.0    (N) 075 08 30.9    (W)   HD_HELD2
 DL3545* NAVD 88 ORTHO HEIGHT -     1.946 (meters)        6.38  (feet) ADJUSTED
 DL3545  ______________________________________________________________________
 DL3545  GEOID HEIGHT    -        -35.727 (meters)                     GEOID18
 DL3545  DYNAMIC HEIGHT  -          1.945 (meters)        6.38  (feet) COMP
 DL3545  MODELED GRAVITY -    980,029.8   (mgal)                       NAVD 88
 DL3545
 DL3545  VERT ORDER      -  SECOND    CLASS II
 DL3545
 DL3545.The horizontal coordinates were established by autonomous hand held GPS
 DL3545.observations and have an estimated accuracy of +/- 10 meters.
 DL3545
 DL3545.The orthometric height was determined by differential leveling and
 DL3545.adjusted by the NATIONAL GEODETIC SURVEY
 DL3545.in July 2009.
 DL3545
 DL3545.No vertical observational check was made to the station.
 DL3545
 DL3545.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3545.GEOID18 height accuracy estimate available here.
 DL3545
 DL3545.Click photographs - Photos may exist for this station.
 DL3545
 DL3545.The dynamic height is computed by dividing the NAVD 88
 DL3545.geopotential number by the normal gravity value computed on the
 DL3545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3545.degrees latitude (g = 980.6199 gals.).
 DL3545
 DL3545.The modeled gravity was interpolated from observed gravity values.
 DL3545
 DL3545;                    North         East    Units  Estimated Accuracy
 DL3545;SPC DE       -    69,412.      223,926.      MT  (+/- 10 meters HH2 GPS)
 DL3545
 DL3545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8764675173(NAD 83)
 DL3545
 DL3545                          SUPERSEDED SURVEY CONTROL
 DL3545
 DL3545.No superseded survey control is available for this station.
 DL3545
 DL3545_MARKER: DV = VERTICAL CONTROL DISK
 DL3545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3545_STAMPING: SUS 3 2004
 DL3545_MARK LOGO: NGS
 DL3545_PROJECTION: RECESSED 4 CENTIMETERS
 DL3545_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3545+STABILITY: SURFACE MOTION
 DL3545
 DL3545  HISTORY     - Date     Condition        Report By
 DL3545  HISTORY     - 20040101 MONUMENTED       DEDT
 DL3545  HISTORY     - 20090516 GOOD             DEDT
 DL3545  HISTORY     - 20120210 GOOD             DELCOS
 DL3545  HISTORY     - 20121203 GOOD             DEDT
 DL3545
 DL3545                          STATION DESCRIPTION
 DL3545
 DL3545'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL3545'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTHWEST OF BETHANY BEACH,
 DL3545'7.5 MI (12.1 KM) SOUTH-SOUTHWEST OF REHOBOTH BEACH AND 5.2 MI (8.4 KM)
 DL3545'EAST-SOUTHEAST OF FAIRMOUNT.
 DL3545'
 DL3545'TO REACH FROM THE INTERSECTION OF STATE ROUTE 24 (JOHN J WILLIAMS
 DL3545'HWY)AND LONG NECK ROAD (S 22) PROCEED 3.1 MI (5.0 KM) EAST-SOUTHEAST
 DL3545'ALONG LONG NECK ROAD TO THE MARK ON THE RIGHT.
 DL3545'
 DL3545'THE MARK IS 28.4 FT (8.7 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF LONG
 DL3545'NECK ROAD (S 22), 36.2 FT (11.0 M) EAST-SOUTHEAST OF A UTILITY POLE
 DL3545'(DEC 15861), AND 83.2 FT (25.4 M) NORTH-NORTHWEST OF A UTILITY POLE
 DL3545'WITH A SINGLE GUY WIRE (DEC 12908).
 DL3545
 DL3545                          STATION RECOVERY (2012)
 DL3545
 DL3545'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL3545'6 FEET NORTH OF TELEPHONE POLE NUMBER 145 472.
 DL3545
 DL3545                          STATION RECOVERY (2012)
 DL3545
 DL3545'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (ADL)
 DL3545'36.2 FEET SOUTH ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL3546 ***********************************************************************
 DL3546  DESIGNATION -  SUS 4
 DL3546  PID         -  DL3546
 DL3546  STATE/COUNTY-  DE/SUSSEX
 DL3546  COUNTRY     -  US
 DL3546  USGS QUAD   -  FAIRMOUNT (2016)
 DL3546
 DL3546                         *CURRENT SURVEY CONTROL
 DL3546  ______________________________________________________________________
 DL3546* NAD 83(2011) POSITION- 38 37 49.81763(N) 075 09 03.90437(W)   ADJUSTED
 DL3546* NAD 83(2011) ELLIP HT-   -33.126 (meters)        (12/20/17)   ADJUSTED
 DL3546* NAD 83(2011) EPOCH   -  2010.00
 DL3546* NAVD 88 ORTHO HEIGHT -     2.602 (meters)        8.54  (feet) ADJUSTED
 DL3546  ______________________________________________________________________
 DL3546  GEOID HEIGHT    -        -35.724 (meters)                     GEOID18
 DL3546  NAD 83(2011) X  -  1,278,539.526 (meters)                     COMP
 DL3546  NAD 83(2011) Y  - -4,822,403.901 (meters)                     COMP
 DL3546  NAD 83(2011) Z  -  3,960,336.065 (meters)                     COMP
 DL3546  LAPLACE CORR    -         -0.06  (seconds)                    DEFLEC18
 DL3546  DYNAMIC HEIGHT  -          2.601 (meters)        8.53  (feet) COMP
 DL3546  MODELED GRAVITY -    980,029.5   (mgal)                       NAVD 88
 DL3546
 DL3546  VERT ORDER      -  SECOND    CLASS II
 DL3546
 DL3546  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3546  Standards:
 DL3546         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3546            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3546  -------------------------------------------------------------------
 DL3546  NETWORK    0.82   0.82           0.36   0.31   0.42     -0.03282258
 DL3546  -------------------------------------------------------------------
 DL3546  Click here for local accuracies and other accuracy information.
 DL3546
 DL3546.The horizontal coordinates were established by GPS observations
 DL3546.and adjusted by the MASER CONSULTING in December 2017.
 DL3546
 DL3546.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3546.been affixed to the stable North American tectonic plate. See 
 DL3546.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL3546
 DL3546.The horizontal coordinates are valid at the epoch date displayed above
 DL3546.which is a decimal equivalence of Year/Month/Day.
 DL3546
 DL3546.The orthometric height was determined by differential leveling and
 DL3546.adjusted by the NATIONAL GEODETIC SURVEY
 DL3546.in July 2009.
 DL3546
 DL3546.No vertical observational check was made to the station.
 DL3546
 DL3546.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3546.GEOID18 height accuracy estimate available here.
 DL3546
 DL3546.Click photographs - Photos may exist for this station.
 DL3546
 DL3546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL3546
 DL3546.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL3546
 DL3546.The ellipsoidal height was determined by GPS observations
 DL3546.and is referenced to NAD 83.
 DL3546
 DL3546.The dynamic height is computed by dividing the NAVD 88
 DL3546.geopotential number by the normal gravity value computed on the
 DL3546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3546.degrees latitude (g = 980.6199 gals.).
 DL3546
 DL3546.The modeled gravity was interpolated from observed gravity values.
 DL3546
 DL3546. The following values were computed from the NAD 83(2011) position.
 DL3546
 DL3546;                    North         East     Units Scale Factor Converg.
 DL3546;SPC DE       -    70,020.701   223,125.503   MT  1.00000158   +0 09 56.9
 DL3546;SPC DE       -   229,726.25    732,037.59   sFT  1.00000158   +0 09 56.9
 DL3546;UTM  18      - 4,275,785.439   486,849.551   MT  0.99960213   -0 05 39.6
 DL3546
 DL3546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3546!SPC DE       -   1.00000520  x   1.00000158  =   1.00000678
 DL3546!UTM  18      -   1.00000520  x   0.99960213  =   0.99960733
 DL3546
 DL3546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8684975785(NAD 83)
 DL3546
 DL3546                          SUPERSEDED SURVEY CONTROL
 DL3546
 DL3546.No superseded survey control is available for this station.
 DL3546
 DL3546_MARKER: DV = VERTICAL CONTROL DISK
 DL3546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3546_STAMPING: SUS 4 2004
 DL3546_MARK LOGO: NGS
 DL3546_PROJECTION: RECESSED 5 CENTIMETERS
 DL3546_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3546+STABILITY: SURFACE MOTION
 DL3546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3546+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2013
 DL3546
 DL3546  HISTORY     - Date     Condition        Report By
 DL3546  HISTORY     - 20040101 MONUMENTED       DEDT
 DL3546  HISTORY     - 20090516 GOOD             DEDT
 DL3546  HISTORY     - 20120210 GOOD             DELCOS
 DL3546  HISTORY     - 20131024 GOOD             DELCOS
 DL3546
 DL3546                          STATION DESCRIPTION
 DL3546
 DL3546'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL3546'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) EAST-NORTHEAST OF
 DL3546'MILLSBORO, 7.4 MI (11.9 KM) SOUTH-SOUTHWEST OF REHOBOTH BEACH AND 4.6
 DL3546'MI (7.4 KM) EAST-SOUTHEAST OF FAIRMOUNT.
 DL3546'
 DL3546'TO REACH FROM THE INTERSECTION OF STATE ROUTE 24 (JOHN J WILLIAMS
 DL3546'HWY)AND LONG NECK ROAD (S 22) PROCEED 2.5 MI (4.0 KM) EAST-SOUTHEAST
 DL3546'ALONG LONG NECK ROAD TO THE MARK ON THE RIGHT.
 DL3546'
 DL3546'THE MARK IS 28.8 FT (8.8 M) SOUTHWEST OF THE CENTERLINE OF LONG NECK
 DL3546'ROAD (S 22), 149.8 FT (45.7 M) EAST-SOUTHEAST OF A UTILITY POLE (DEC
 DL3546'17024), AND 189.2 FT (57.7 M) WEST-NORTHWEST OF A UTILTY POLE (DEC
 DL3546'17023).
 DL3546
 DL3546                          STATION RECOVERY (2012)
 DL3546
 DL3546'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL3546'1 FOOT NNE OF AN ORANGE FIBERGLASS WITNESS POST.
 DL3546
 DL3546                          STATION RECOVERY (2013)
 DL3546
 DL3546'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DL3546'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL3553 ***********************************************************************
 DL3553  DESIGNATION -  SUS 5
 DL3553  PID         -  DL3553
 DL3553  STATE/COUNTY-  DE/SUSSEX
 DL3553  COUNTRY     -  US
 DL3553  USGS QUAD   -  FAIRMOUNT (2016)
 DL3553
 DL3553                         *CURRENT SURVEY CONTROL
 DL3553  ______________________________________________________________________
 DL3553* NAD 83(1986) POSITION- 38 37 43.     (N) 075 09 38.     (W)   SCALED
 DL3553* NAVD 88 ORTHO HEIGHT -     3.355 (meters)       11.01  (feet) ADJUSTED
 DL3553  ______________________________________________________________________
 DL3553  GEOID HEIGHT    -        -35.725 (meters)                     GEOID18
 DL3553  DYNAMIC HEIGHT  -          3.353 (meters)       11.00  (feet) COMP
 DL3553  MODELED GRAVITY -    980,029.0   (mgal)                       NAVD 88
 DL3553
 DL3553  VERT ORDER      -  SECOND    CLASS II
 DL3553
 DL3553.The horizontal coordinates were scaled from a map and have
 DL3553.an estimated accuracy of +/- 6 seconds.
 DL3553
 DL3553.The orthometric height was determined by differential leveling and
 DL3553.adjusted by the NATIONAL GEODETIC SURVEY
 DL3553.in July 2009.
 DL3553
 DL3553.No vertical observational check was made to the station.
 DL3553
 DL3553.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3553.GEOID18 height accuracy estimate available here.
 DL3553
 DL3553.Click photographs - Photos may exist for this station.
 DL3553
 DL3553.The dynamic height is computed by dividing the NAVD 88
 DL3553.geopotential number by the normal gravity value computed on the
 DL3553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3553.degrees latitude (g = 980.6199 gals.).
 DL3553
 DL3553.The modeled gravity was interpolated from observed gravity values.
 DL3553
 DL3553;                    North         East    Units  Estimated Accuracy
 DL3553;SPC DE       -    69,810.      222,300.      MT  (+/- 180 meters Scaled)
 DL3553
 DL3553_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH860755(NAD 83)
 DL3553
 DL3553                          SUPERSEDED SURVEY CONTROL
 DL3553
 DL3553.No superseded survey control is available for this station.
 DL3553
 DL3553_MARKER: DV = VERTICAL CONTROL DISK
 DL3553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3553_STAMPING: SUS 5 2004
 DL3553_MARK LOGO: NGS
 DL3553_PROJECTION: RECESSED 4 CENTIMETERS
 DL3553_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3553+STABILITY: SURFACE MOTION
 DL3553_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3553+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 DL3553
 DL3553  HISTORY     - Date     Condition        Report By
 DL3553  HISTORY     - 20040101 MONUMENTED       DEDT
 DL3553  HISTORY     - 20090523 GOOD             DEDT
 DL3553  HISTORY     - 20120210 GOOD             DELCOS
 DL3553  HISTORY     - 20121203 GOOD             DEDT
 DL3553
 DL3553                          STATION DESCRIPTION
 DL3553
 DL3553'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL3553'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTHWEST OF REHOBOTH
 DL3553'BEACH, 7.5 MI (12.1 KM) EAST-NORTHEAST OF MILLSBORO AND 4.2 MI (6.8
 DL3553'KM) SOUTHEAST OF FAIRMOUNT.
 DL3553'
 DL3553'TO REACH FROM THE INTERSECTION OF STATE ROUTE 24 AND LONG NECK ROAD (S
 DL3553'22), PROCEED 1.9 MI (3.1 KM) ALONG LONG NECK ROAD (S 22) TO THE MARK
 DL3553'ON THE LEFT.
 DL3553'
 DL3553'THE MARK IS 24.0 FT (7.3 M) NORTH-NORTHWEST OF THE CENTERLINE OF LONG
 DL3553'NECK ROAD (S 22), 68.2 FT (20.8 M) SOUTH-SOUTHWEST OF THE
 DL3553'SOUTHWESTERLY END OF THE MOST NORTHERLY GUARDRAIL AND 34.1 FT (10.4 M)
 DL3553'WEST OF A SANITARY SEWER MANHOLE COVER.
 DL3553
 DL3553                          STATION RECOVERY (2012)
 DL3553
 DL3553'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL3553'NOW UNDERGROUND ATLEAST AN INCH.
 DL3553
 DL3553                          STATION RECOVERY (2012)
 DL3553
 DL3553'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (ADL)
 DL3553'1 FOOT SOUTH ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL3547 ***********************************************************************
 DL3547  DESIGNATION -  SUS 6
 DL3547  PID         -  DL3547
 DL3547  STATE/COUNTY-  DE/SUSSEX
 DL3547  COUNTRY     -  US
 DL3547  USGS QUAD   -  FAIRMOUNT (2016)
 DL3547
 DL3547                         *CURRENT SURVEY CONTROL
 DL3547  ______________________________________________________________________
 DL3547* NAD 83(1986) POSITION- 38 37 47.     (N) 075 10 19.     (W)   SCALED
 DL3547* NAVD 88 ORTHO HEIGHT -     4.408 (meters)       14.46  (feet) ADJUSTED
 DL3547  ______________________________________________________________________
 DL3547  GEOID HEIGHT    -        -35.723 (meters)                     GEOID18
 DL3547  DYNAMIC HEIGHT  -          4.406 (meters)       14.46  (feet) COMP
 DL3547  MODELED GRAVITY -    980,028.5   (mgal)                       NAVD 88
 DL3547
 DL3547  VERT ORDER      -  SECOND    CLASS II
 DL3547
 DL3547.The horizontal coordinates were scaled from a map and have
 DL3547.an estimated accuracy of +/- 6 seconds.
 DL3547
 DL3547.The orthometric height was determined by differential leveling and
 DL3547.adjusted by the NATIONAL GEODETIC SURVEY
 DL3547.in July 2009.
 DL3547
 DL3547.No vertical observational check was made to the station.
 DL3547
 DL3547.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3547.GEOID18 height accuracy estimate available here.
 DL3547
 DL3547.Click photographs - Photos may exist for this station.
 DL3547
 DL3547.The dynamic height is computed by dividing the NAVD 88
 DL3547.geopotential number by the normal gravity value computed on the
 DL3547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3547.degrees latitude (g = 980.6199 gals.).
 DL3547
 DL3547.The modeled gravity was interpolated from observed gravity values.
 DL3547
 DL3547;                    North         East    Units  Estimated Accuracy
 DL3547;SPC DE       -    69,930.      221,310.      MT  (+/- 180 meters Scaled)
 DL3547
 DL3547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH850757(NAD 83)
 DL3547
 DL3547                          SUPERSEDED SURVEY CONTROL
 DL3547
 DL3547.No superseded survey control is available for this station.
 DL3547
 DL3547_MARKER: DV = VERTICAL CONTROL DISK
 DL3547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3547_STAMPING: SUS 6 2004
 DL3547_MARK LOGO: NGS
 DL3547_PROJECTION: RECESSED 3 CENTIMETERS
 DL3547_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3547+STABILITY: SURFACE MOTION
 DL3547
 DL3547  HISTORY     - Date     Condition        Report By
 DL3547  HISTORY     - 20040101 MONUMENTED       DEDT
 DL3547  HISTORY     - 20090522 GOOD             DEDT
 DL3547  HISTORY     - 20120210 GOOD             DELCOS
 DL3547  HISTORY     - 20121203 GOOD             DEDT
 DL3547
 DL3547                          STATION DESCRIPTION
 DL3547
 DL3547'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL3547'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTHWEST OF REHOBOTH
 DL3547'BEACH, 7.0 MI (11.3 KM) EAST-NORTHEAST OF MILLSBORO AND 3.7 MI (6.0
 DL3547'KM) SOUTHEAST OF FAIRMOUNT.
 DL3547'
 DL3547'TO REACH FROM THE INTERSECTION OF STATE ROUTE 24 (JOHN J WILLIAMS HWY)
 DL3547'AND LONG NECK ROAD (S 22) PROCEED 1.2 MI (1.9 KM) ALONG LONG NECK ROAD
 DL3547'TO THE MARK ON THE RIGHT.
 DL3547'
 DL3547'THE MARK IS LOCATED 27.9 FT (8.5 M) SOUTH OF THE CENTERLINE OF LONG
 DL3547'NECK ROAD (S 22), 30.5 FT (9.3 M) SOUTH-SOUTHEAST OF A BELL TELEPHONE
 DL3547'MANHOLE COVER, AND 61.1 FT (18.6 M) EAST-SOUTHEAST OF A UTILITY POLE
 DL3547'(DEC 28972)
 DL3547
 DL3547                          STATION RECOVERY (2012)
 DL3547
 DL3547'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL3547'NOW UNDERGROUND ATLEAST 2 INCHES.
 DL3547
 DL3547                          STATION RECOVERY (2012)
 DL3547
 DL3547'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (ADL)
 DL3547'1 FOOT NORTH ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL3549 ***********************************************************************
 DL3549  DESIGNATION -  SUS 8
 DL3549  PID         -  DL3549
 DL3549  STATE/COUNTY-  DE/SUSSEX
 DL3549  COUNTRY     -  US
 DL3549  USGS QUAD   -  FAIRMOUNT (2016)
 DL3549
 DL3549                         *CURRENT SURVEY CONTROL
 DL3549  ______________________________________________________________________
 DL3549* NAD 83(1986) POSITION- 38 38 08.1    (N) 075 11 38.3    (W)   HD_HELD2
 DL3549* NAVD 88 ORTHO HEIGHT -     6.279 (meters)       20.60  (feet) ADJUSTED
 DL3549  ______________________________________________________________________
 DL3549  GEOID HEIGHT    -        -35.718 (meters)                     GEOID18
 DL3549  DYNAMIC HEIGHT  -          6.275 (meters)       20.59  (feet) COMP
 DL3549  MODELED GRAVITY -    980,027.8   (mgal)                       NAVD 88
 DL3549
 DL3549  VERT ORDER      -  SECOND    CLASS II
 DL3549
 DL3549.The horizontal coordinates were established by autonomous hand held GPS
 DL3549.observations and have an estimated accuracy of +/- 10 meters.
 DL3549
 DL3549.The orthometric height was determined by differential leveling and
 DL3549.adjusted by the NATIONAL GEODETIC SURVEY
 DL3549.in July 2009.
 DL3549
 DL3549.No vertical observational check was made to the station.
 DL3549
 DL3549.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3549.GEOID18 height accuracy estimate available here.
 DL3549
 DL3549.Click photographs - Photos may exist for this station.
 DL3549
 DL3549.The dynamic height is computed by dividing the NAVD 88
 DL3549.geopotential number by the normal gravity value computed on the
 DL3549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3549.degrees latitude (g = 980.6199 gals.).
 DL3549
 DL3549.The modeled gravity was interpolated from observed gravity values.
 DL3549
 DL3549;                    North         East    Units  Estimated Accuracy
 DL3549;SPC DE       -    70,575.      219,390.      MT  (+/- 10 meters HH2 GPS)
 DL3549
 DL3549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8311776355(NAD 83)
 DL3549
 DL3549                          SUPERSEDED SURVEY CONTROL
 DL3549
 DL3549.No superseded survey control is available for this station.
 DL3549
 DL3549_MARKER: DD = SURVEY DISK
 DL3549_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL3549_SP_SET: SIGNAL LIGHT BASE
 DL3549_STAMPING: SUS 8 2004
 DL3549_MARK LOGO: DEDT
 DL3549_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3549
 DL3549  HISTORY     - Date     Condition        Report By
 DL3549  HISTORY     - 20040101 MONUMENTED       DEDT
 DL3549  HISTORY     - 20090522 GOOD             DEDT
 DL3549  HISTORY     - 20120210 GOOD             DELCOS
 DL3549
 DL3549                          STATION DESCRIPTION
 DL3549
 DL3549'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL3549'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTHEAST OF HARBESON, 6.1
 DL3549'MI (9.8 KM) EAST-NORTHEAST OF MILLSBORO AND 2.6 MI (4.2 KM) SOUTHEAST
 DL3549'OF FAIRMOUNT.
 DL3549'
 DL3549'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 24 (JOHN J
 DL3549'WILLIAMS HWY) AND STATE ROUTE 30 (GRAVEL HILL ROAD) PROCEED
 DL3549'NORHTEASTERLY 6.7 MI (10.8 KM) ALONG STATE ROUTE 24 (JOHN J WILLIAMS
 DL3549'HWY) TO ITS INTERSECTION WITH LONG NECK ROAD (S22) AND THE MARK ON THE
 DL3549'RIGHT.  THE MARK IS LOCATED ON THE SOUTHWESTERLY CORNER OF THE
 DL3549'INTERSECTION AND IS SET IN THE CORNER OF A MASSIVE CONCRETE BASE OF A
 DL3549'TRAFFIC LIGHT STANDARD.
 DL3549'
 DL3549'THE MARK IS 2.5 FT (0.8 M) NORTHEAST OF THE NORTH CORNER OF CONCRETE
 DL3549'BASE FOR A TRAFIC CONTROL BOX, 7.4 FT (2.3 M) SOUTH OF A CATCH BASIN
 DL3549'AT THE CENTER OF THE RIGHT TURN RADIUS, AND 1.3 FT (0.4 M) NORTH WEST
 DL3549'OF THE MOST NORTHWESTERLY BOLT FOR THE TRAFFIC MAST.
 DL3549
 DL3549                          STATION RECOVERY (2012)
 DL3549
 DL3549'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 DL3549'MARK IS LOCATED ON SOUTHEASTERLY CORNER OF INTERSECTION, NOT
 DL3549'SOUTHWESTERLY PREVIOUSLY STATED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DL3551 ***********************************************************************
 DL3551  DESIGNATION -  SUS 9
 DL3551  PID         -  DL3551
 DL3551  STATE/COUNTY-  DE/SUSSEX
 DL3551  COUNTRY     -  US
 DL3551  USGS QUAD   -  FAIRMOUNT (2016)
 DL3551
 DL3551                         *CURRENT SURVEY CONTROL
 DL3551  ______________________________________________________________________
 DL3551* NAD 83(1986) POSITION- 38 38 27.     (N) 075 12 11.     (W)   SCALED
 DL3551* NAVD 88 ORTHO HEIGHT -     4.761 (meters)       15.62  (feet) ADJUSTED
 DL3551  ______________________________________________________________________
 DL3551  GEOID HEIGHT    -        -35.714 (meters)                     GEOID18
 DL3551  DYNAMIC HEIGHT  -          4.758 (meters)       15.61  (feet) COMP
 DL3551  MODELED GRAVITY -    980,027.7   (mgal)                       NAVD 88
 DL3551
 DL3551  VERT ORDER      -  SECOND    CLASS II
 DL3551
 DL3551.The horizontal coordinates were scaled from a map and have
 DL3551.an estimated accuracy of +/- 6 seconds.
 DL3551
 DL3551.The orthometric height was determined by differential leveling and
 DL3551.adjusted by the NATIONAL GEODETIC SURVEY
 DL3551.in July 2009.
 DL3551
 DL3551.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3551.GEOID18 height accuracy estimate available here.
 DL3551
 DL3551.Click photographs - Photos may exist for this station.
 DL3551
 DL3551.The dynamic height is computed by dividing the NAVD 88
 DL3551.geopotential number by the normal gravity value computed on the
 DL3551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3551.degrees latitude (g = 980.6199 gals.).
 DL3551
 DL3551.The modeled gravity was interpolated from observed gravity values.
 DL3551
 DL3551;                    North         East    Units  Estimated Accuracy
 DL3551;SPC DE       -    71,160.      218,600.      MT  (+/- 180 meters Scaled)
 DL3551
 DL3551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH823769(NAD 83)
 DL3551
 DL3551                          SUPERSEDED SURVEY CONTROL
 DL3551
 DL3551.No superseded survey control is available for this station.
 DL3551
 DL3551_MARKER: DD = SURVEY DISK
 DL3551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3551_STAMPING: SUS 9 2009
 DL3551_MARK LOGO: DEDT
 DL3551_PROJECTION: RECESSED 2 CENTIMETERS
 DL3551_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3551+STABILITY: SURFACE MOTION
 DL3551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3551+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2009
 DL3551
 DL3551  HISTORY     - Date     Condition        Report By
 DL3551  HISTORY     - 20090430 MONUMENTED       DEDT
 DL3551  HISTORY     - 20121210 GOOD             DEDT
 DL3551
 DL3551                          STATION DESCRIPTION
 DL3551
 DL3551'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2009
 DL3551'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTHEAST OF HARBESON, 5.9
 DL3551'MI (9.5 KM) NORTHEAST OF MILLSBORO AND 2.0 MI (3.2 KM) SOUTH-SOUTHEAST
 DL3551'OF FAIRMOUNT.
 DL3551'
 DL3551'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 9 STATE ROUTE
 DL3551'404 (LEWES-GEORGETOWN HIGHWAY) AND STATE ROUTE 5 (HARBESON
 DL3551'ROAD)PROCEED 4.6 MI (7.4 KM) SOUTH ON STATE ROUTE 5 (HARBESON ROAD) TO
 DL3551'STATE ROUTE 5/23 (INDIAN MISSION ROAD) THENCE CONTINUE 2.8 MI (4.5 KM)
 DL3551'SOUTH ON STATE ROUTE 5/23 (INDIAN MISSION ROAD) AND THE STATION ON THE
 DL3551'LEFT.  TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 24
 DL3551'(JOHN J WILLIAMS HIGHWAY) AND STATE ROUTE 5/23 (INDIAN MISSION ROAD)
 DL3551'PROCEED 0.6 MI (1.0 KM) NORTH ON STATE ROUTE 5/23 (INDIAN MISSION
 DL3551'ROAD) TO STATION ON RIGHT.  THE STATION IS AN ALUMINUM DISK SET IN THE
 DL3551'TOP OF A 1 FT (0.3 M) DIAMETER CONCRETE POST.
 DL3551'
 DL3551'THE STATION IS 34.5 FT (10.5 M) NORTH-NORTHEAST OF THE PHYSICAL
 DL3551'CENTERLINE OF STATE ROUTE 5 (INDIAN MISSION ROAD), 18.6 FT (5.7 M)
 DL3551'SOUTHEAST OF UTILITY POLE (DEC 144738), 82.2 FT (25.1 M) NORTHWEST OF
 DL3551'THE WESTERLY END OF A CONCRETE DIVIDER, AND 5.5 FT (1.7 M) NORTHEAST
 DL3551'OF THE FACE OF A CONCRETE CURB.
 DL3551
 DL3551                          STATION RECOVERY (2012)
 DL3551
 DL3551'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (ADL)
 DL3551'1 FOOT SSW ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3471 ***********************************************************************
 JU3471  DESIGNATION -  SZELESTEI
 JU3471  PID         -  JU3471
 JU3471  STATE/COUNTY-  DE/KENT
 JU3471  COUNTRY     -  US
 JU3471  USGS QUAD   -  KENTON (2016)
 JU3471
 JU3471                         *CURRENT SURVEY CONTROL
 JU3471  ______________________________________________________________________
 JU3471* NAD 83(1991) POSITION- 39 10 14.87663(N) 075 44 58.90922(W)   ADJUSTED
 JU3471* NAVD 88 ORTHO HEIGHT -    21.4   (meters)       70.    (feet) VERTCON3
 JU3471  ______________________________________________________________________
 JU3471  GEOID HEIGHT    -        -33.990 (meters)                     GEOID18
 JU3471  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC18
 JU3471  HORZ ORDER      -  SECOND
 JU3471
 JU3471.The horizontal coordinates were established by classical geodetic methods
 JU3471.and adjusted by the National Geodetic Survey in January 1992.
 JU3471
 JU3471.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3471
 JU3471.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3471.GEOID18 height accuracy estimate available here.
 JU3471
 JU3471.Click photographs - Photos may exist for this station.
 JU3471
 JU3471.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3471
 JU3471. The following values were computed from the NAD 83(1991) position.
 JU3471
 JU3471;                    North         East     Units Scale Factor Converg.
 JU3471;SPC DE       -   130,019.765   171,220.378   MT  1.00000519   -0 12 37.3
 JU3471;SPC DE       -   426,573.18    561,745.52   sFT  1.00000519   -0 12 37.3
 JU3471;SPC MD       -   167,706.895   508,041.006   MT  0.99996307   +0 47 05.0
 JU3471;SPC MD       -   550,218.37  1,666,797.87   sFT  0.99996307   +0 47 05.0
 JU3471;UTM  18      - 4,335,998.244   435,238.407   MT  0.99965164   -0 28 24.8
 JU3471
 JU3471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3471!SPC DE       -   1.00000198  x   1.00000519  =   1.00000717
 JU3471!SPC MD       -   1.00000198  x   0.99996307  =   0.99996505
 JU3471!UTM  18      -   1.00000198  x   0.99965164  =   0.99965362
 JU3471
 JU3471:                Primary Azimuth Mark                     Grid Az
 JU3471:SPC DE       -  WALMSLEY                                 355 10 37.0
 JU3471:SPC MD       -  WALMSLEY                                 354 10 54.7
 JU3471:UTM  18      -  WALMSLEY                                 355 26 24.5
 JU3471
 JU3471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3523835998(NAD 83)
 JU3471
 JU3471|---------------------------------------------------------------------|
 JU3471| PID    Reference Object                     Distance      Geod. Az  |
 JU3471|                                                           dddmmss.s |
 JU3471| CB3124 SZELESTEI RM 3                       95.413 METERS 07821     |
 JU3471| CB3123 SZELESTEI RM 2                       26.150 METERS 13330     |
 JU3471| JU3472 BOUNDARY MONUMENT 49 DE MD           24.630 METERS 28958     |
 JU3471| JU3474 WALMSLEY                            APPROX. 1.6 KM 3545759.7 |
 JU3471| CB3122 SZELESTEI RM 1                       23.956 METERS 35843     |
 JU3471|---------------------------------------------------------------------|
 JU3471
 JU3471                          SUPERSEDED SURVEY CONTROL
 JU3471
 JU3471  NAD 83(1986)-  39 10 14.86751(N)    075 44 58.91945(W) AD(       ) 2
 JU3471  NAD 27      -  39 10 14.46930(N)    075 45 00.16250(W) AD(       ) 2
 JU3471  NGVD 29 (07/19/86)   21.6    (m)           71.     (f) VERT ANG       
 JU3471
 JU3471.Superseded values are not recommended for survey control.
 JU3471
 JU3471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3471.See file dsdata.pdf to determine how the superseded data were derived.
 JU3471
 JU3471_MARKER: DS = TRIANGULATION STATION DISK
 JU3471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3471_STAMPING: SZELESTEI 1961
 JU3471_MARK LOGO: CGS
 JU3471_PROJECTION: PROJECTING 5 CENTIMETERS
 JU3471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3471+STABILITY: SURFACE MOTION
 JU3471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3471+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2007
 JU3471
 JU3471  HISTORY     - Date     Condition        Report By
 JU3471  HISTORY     - 1961     MONUMENTED       CGS
 JU3471  HISTORY     - 20070706 GOOD             GEOCAC
 JU3471
 JU3471                          STATION DESCRIPTION
 JU3471
 JU3471'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3471'THE STATION IS LOCATED IN DENSE WOODS AND VERY SWAMPY LAND, 2.0
 JU3471'MILES WEST OF HARTLY, DELAWARE, 2-1/2 MILES NORTH-NORTHEAST OF
 JU3471'TEMPLEVILLE, MARYLAND AND ON PROPERTY OWNED BY MR. STEVE SZELESTEI.
 JU3471'
 JU3471'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 44 AND 11
 JU3471'IN HARTLY, GO NORTHWEST ON STATE HIGHWAY 44 FOR 1.55 MILES TO A
 JU3471'CROSSROADS, TURN LEFT, GO SOUTHWEST ON THE MAIN TRAVELED ROAD
 JU3471'FOR 1.15 MILES TO A T-ROAD JUNCTION, TURN RIGHT FOR ABOUT 150
 JU3471'FEET AND THEN TURN LEFT ACROSS A CULTIVATED FIELD FOR ABOUT 150
 JU3471'FEET TO THE EAST EDGE OF THE WOODS AND A DIM WOODS ROAD,
 JU3471'CONTINUE WEST ON THE WOODS ROAD FOR 0.1 MILE TO THE STATION AS
 JU3471'DESCRIBED.
 JU3471'
 JU3471'THE STATION MARK IS A STANDARD DISK STAMPED SZELESTEI 1961,
 JU3471'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 JU3471'INCHES ABOVE THE GROUND SURFACE.  IT IS 8.1 FEET SOUTH-SOUTHEAST
 JU3471'OF A STANDARD METAL WITNESS POST AND MARKER, 30.0 FEET
 JU3471'WEST-SOUTHWEST OF A FOUR TRUNKED OAK TREE AND 45.0 FEET
 JU3471'EAST-SOUTHEAST OF A 12-INCH TRIANGULAR BLAZED MAPLE TREE.
 JU3471'
 JU3471'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SZELESTEI NO 1 1961,
 JU3471'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 JU3471'ABOVE THE GROUND SURFACE.  IT IS 71.6 FEET NORTH-NORTHEAST OF
 JU3471'THE WITNESS POST AND 72.6 FEET NORTH-NORTHWEST OF THE FOUR
 JU3471'TRUNKED OAK TREE.
 JU3471'
 JU3471'REFERENCE MARK 2 IS A STANDARD DISK STAMPED SZELESTEI NO 2 1961,
 JU3471'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 JU3471'ABOVE THE GROUND SURFACE.  IT IS 78.0 FEET SOUTH-SOUTHEAST OF
 JU3471'THE FOUR TRUNKED OAK TREE AND 93.2 FEET SOUTHEAST OF THE WITNESS
 JU3471'POST.
 JU3471'
 JU3471'REFERENCE MARK 3 IS A STANDARD DISK STAMPED SZELESTEI NO 3 1961,
 JU3471'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 JU3471'ABOVE THE GROUND SURFACE.  IT IS 2.5 FEET WEST OF THE WITNESS
 JU3471'POST AND 55.0 FEET SOUTH OF THE APPROXIMATE CENTER OF THE WOODS
 JU3471'ROAD.
 JU3471'
 JU3471'BOUNDARY MONUMENT NO. 49 WAS RECOVERED BROKEN OR ERODED OFF WITH
 JU3471'THE TOP PORTION LYING IN A PRONE POSITION.  THE REMAINING BASE
 JU3471'IS BADLY ERODED.  THE TOP IS IN EXCELLENT CONDITION.  THE POINT
 JU3471'MEASURED TO AND OBSERVED TO WAS A CROSS MARK SCRIBED IN THE
 JU3471'FOUNDATION OF THE MONUMENT.  THE FOUNDATION IS LOCATED 35.0
 JU3471'FEET WEST-NORTHWEST OF A 12-INCH TRIANGULAR BLAZED MAPLE TREE
 JU3471'AND 74.6 FEET WEST OF A STANDARD METAL WITNESS AND MARKER.
 JU3471'
 JU3471'HEIGHT OF LIGHT ABOVE STATION MARK 29.88 METERS.
 JU3471
 JU3471                          STATION RECOVERY (2007)
 JU3471
 JU3471'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 JU3471'FOUND THE STATION IN A HEAVILY WOODED AREA.  SEARCHED FOR BUT COULD
 JU3471'NOT FIND ANY OF THE REFERENCE MARKS.  TO REACH FROM THE INTERSECTION
 JU3471'OF US HIGHWAY 301 AND MARYLAND STATE HIGHWAY 300 (SUDLERSVILLE ROAD),
 JU3471'GO EASTERLY ON MD STATE HIGHWAY 300 FOR ABOUT 8.5 MILES TO
 JU3471'THE INTERSECTION WITH ANDERSON CORNER ROAD.  TURN RIGHT AND GO
 JU3471'SOUTHEAST ON ANDERSON CORNER ROAD FOR ABOUT 1.5 MILES TO THE STATE
 JU3471'BOUNDARY LINE.  CONTINUE SOUTHEAST, NOW ON BUTTERPAT ROAD, FOR ABOUT
 JU3471'0.6 MILES TO THE SZELESTEI FARM ON THE RIGHT.  FROM THE NORTHWEST
 JU3471'CORNER OF THE FARM YARD, PACK WEST FOR ABOUT 80 FEET TO AN EARTHEN
 JU3471'CROSS-OVER OF AN EAST-WEST DRAINAGE DITCH.  TURN RIGHT AND PACK NORTH
 JU3471'ALONG THE WEST SIDE OF A NORTH-SOUTH DRAINAGE DITCH FOR ABOUT 0.1
 JU3471'MILES TO A DIM TRACK ROAD LEADING WEST.  TURN LEFT AND PACK WESTERLY
 JU3471'ALONG THE DIM TRACK ROAD FOR ABOUT 170 FEET TO THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1076 ***********************************************************************
 JU1076  DESIGNATION -  T 1
 JU1076  PID         -  JU1076
 JU1076  STATE/COUNTY-  DE/NEW CASTLE
 JU1076  COUNTRY     -  US
 JU1076  USGS QUAD   -  CLAYTON (2016)
 JU1076
 JU1076                         *CURRENT SURVEY CONTROL
 JU1076  ______________________________________________________________________
 JU1076* NAD 83(1986) POSITION- 39 21 21.     (N) 075 40 18.     (W)   SCALED
 JU1076* NAVD 88 ORTHO HEIGHT -    15.844 (meters)       51.98  (feet) ADJUSTED
 JU1076  ______________________________________________________________________
 JU1076  GEOID HEIGHT    -        -33.683 (meters)                     GEOID18
 JU1076  DYNAMIC HEIGHT  -         15.836 (meters)       51.96  (feet) COMP
 JU1076  MODELED GRAVITY -    980,114.6   (mgal)                       NAVD 88
 JU1076
 JU1076  VERT ORDER      -  FIRST     CLASS I
 JU1076
 JU1076.The horizontal coordinates were scaled from a map and have
 JU1076.an estimated accuracy of +/- 6 seconds.
 JU1076
 JU1076.The orthometric height was determined by differential leveling and
 JU1076.adjusted by the NATIONAL GEODETIC SURVEY
 JU1076.in June 1991.
 JU1076
 JU1076.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1076.GEOID18 height accuracy estimate available here.
 JU1076
 JU1076.Click photographs - Photos may exist for this station.
 JU1076
 JU1076.The dynamic height is computed by dividing the NAVD 88
 JU1076.geopotential number by the normal gravity value computed on the
 JU1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1076.degrees latitude (g = 980.6199 gals.).
 JU1076
 JU1076.The modeled gravity was interpolated from observed gravity values.
 JU1076
 JU1076;                    North         East    Units  Estimated Accuracy
 JU1076;SPC DE       -   150,540.      178,020.      MT  (+/- 180 meters Scaled)
 JU1076
 JU1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ421564(NAD 83)
 JU1076
 JU1076                          SUPERSEDED SURVEY CONTROL
 JU1076
 JU1076  NGVD 29 (11/26/84)   16.084  (m)           52.77   (f) ADJUSTED    1 1
 JU1076
 JU1076.Superseded values are not recommended for survey control.
 JU1076
 JU1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1076.See file dsdata.pdf to determine how the superseded data were derived.
 JU1076
 JU1076_MARKER: DB = BENCH MARK DISK
 JU1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1076_STAMPING: 53.596 T 1 1931
 JU1076_MARK LOGO: CGS
 JU1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1076+STABILITY: SURFACE MOTION
 JU1076
 JU1076  HISTORY     - Date     Condition        Report By
 JU1076  HISTORY     - 1931     MONUMENTED       CGS
 JU1076  HISTORY     - 1963     GOOD             CGS
 JU1076  HISTORY     - 1965     GOOD             CGS
 JU1076  HISTORY     - 19901107 MARK NOT FOUND   NGS
 JU1076  HISTORY     - 19911001 MARK NOT FOUND   USGS
 JU1076  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1076
 JU1076                          STATION DESCRIPTION
 JU1076
 JU1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1076'5 MI N FROM CLAYTON.
 JU1076'4.95 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1076'CROSSING OF STATE HIGHWAY 299 AT CLAYTON, AT THE SOUTHEAST
 JU1076'CORNER OF THE BLACKBIRD-PRICES CORNERS ROAD CROSSING, 39 FEET
 JU1076'SOUTHEAST OF CENTER OF THE CROSSING, 33 FEET EAST OF EAST RAIL,
 JU1076'6 FEET EAST OF THE NORTHWEST CORNER OF A FENCE SURROUNDING
 JU1076'PASTURE FIELD, 3 FEET SOUTH OF THE FENCE LINE, 3 FEET SOUTH
 JU1076'OF A STEEL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 JU1076'PROJECTING 1 INCH.
 JU1076
 JU1076                          STATION RECOVERY (1965)
 JU1076
 JU1076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 JU1076'RECOVERED IN GOOD CONDITION.
 JU1076
 JU1076                          STATION RECOVERY (1990)
 JU1076
 JU1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU1076'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 JU1076
 JU1076                          STATION RECOVERY (1991)
 JU1076
 JU1076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1076'MARK NOT FOUND.
 JU1076
 JU1076                          STATION RECOVERY (2013)
 JU1076
 JU1076'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1076'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0061 ***********************************************************************
 HU0061  DESIGNATION -  T 2
 HU0061  PID         -  HU0061
 HU0061  STATE/COUNTY-  DE/SUSSEX
 HU0061  COUNTRY     -  US
 HU0061  USGS QUAD   -  ELLENDALE (2016)
 HU0061
 HU0061                         *CURRENT SURVEY CONTROL
 HU0061  ______________________________________________________________________
 HU0061* NAD 83(1986) POSITION- 38 48 14.     (N) 075 24 23.     (W)   SCALED
 HU0061* NAVD 88 ORTHO HEIGHT -    14.772 (meters)       48.46  (feet) ADJUSTED
 HU0061  ______________________________________________________________________
 HU0061  GEOID HEIGHT    -        -35.483 (meters)                     GEOID18
 HU0061  DYNAMIC HEIGHT  -         14.763 (meters)       48.43  (feet) COMP
 HU0061  MODELED GRAVITY -    980,033.5   (mgal)                       NAVD 88
 HU0061
 HU0061  VERT ORDER      -  FIRST     CLASS I
 HU0061
 HU0061.The horizontal coordinates were scaled from a map and have
 HU0061.an estimated accuracy of +/- 6 seconds.
 HU0061
 HU0061.The orthometric height was determined by differential leveling and
 HU0061.adjusted by the NATIONAL GEODETIC SURVEY
 HU0061.in June 1991.
 HU0061
 HU0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0061.GEOID18 height accuracy estimate available here.
 HU0061
 HU0061.Click photographs - Photos may exist for this station.
 HU0061
 HU0061.The dynamic height is computed by dividing the NAVD 88
 HU0061.geopotential number by the normal gravity value computed on the
 HU0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0061.degrees latitude (g = 980.6199 gals.).
 HU0061
 HU0061.The modeled gravity was interpolated from observed gravity values.
 HU0061
 HU0061;                    North         East    Units  Estimated Accuracy
 HU0061;SPC DE       -    89,240.      200,890.      MT  (+/- 180 meters Scaled)
 HU0061
 HU0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH647950(NAD 83)
 HU0061
 HU0061                          SUPERSEDED SURVEY CONTROL
 HU0061
 HU0061  NGVD 29 (11/26/84)   15.015  (m)           49.26   (f) ADJUSTED    1 1
 HU0061
 HU0061.Superseded values are not recommended for survey control.
 HU0061
 HU0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0061.See file dsdata.pdf to determine how the superseded data were derived.
 HU0061
 HU0061_MARKER: DB = BENCH MARK DISK
 HU0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0061_STAMPING: 49.751 T 2 1931
 HU0061_MARK LOGO: CGS
 HU0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0061+STABILITY: SURFACE MOTION
 HU0061
 HU0061  HISTORY     - Date     Condition        Report By
 HU0061  HISTORY     - 1931     MONUMENTED       CGS
 HU0061  HISTORY     - 1963     GOOD             CGS
 HU0061  HISTORY     - 1981     POOR             UDE
 HU0061  HISTORY     - 19970223 GOOD             USPSQD
 HU0061  HISTORY     - 19980423 GOOD             USPSQD
 HU0061
 HU0061                          STATION DESCRIPTION
 HU0061
 HU0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0061'1 MI SE FROM ELLENDALE.
 HU0061'ABOUT 0.95 MILE SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE CROSSING
 HU0061'OF THE PENNSYLVANIA RAILROAD AT ELLENDALE, AT THE JUNCTION OF A FIELD
 HU0061'ROAD LEADING SOUTH-SOUTHWEST AND ACROSS RAILROAD TRACK, 156 FEET
 HU0061'SOUTHWEST OF CENTERLINE OF THE HIGHWAY, 54 FEET SOUTH OF CENTER OF
 HU0061'THE CROSSING, 25 FEET SOUTHWEST OF SOUTHWEST RAIL, 1.5 FEET SOUTHEAST
 HU0061'OF A WOODEN 4 X 4 WITNESS POST, 1/2 FOOT BELOW LEVEL OF TRACK, AND
 HU0061'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 HU0061
 HU0061                          STATION RECOVERY (1981)
 HU0061
 HU0061'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0061'NOTE--IT IS 3 FT ABOVE LEVEL OF GROUND AND TITLED BADLY.
 HU0061
 HU0061                          STATION RECOVERY (1997)
 HU0061
 HU0061'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU0061'RECOVERED IN GOOD CONDITION.
 HU0061
 HU0061                          STATION RECOVERY (1998)
 HU0061
 HU0061'RECOVERY NOTE BY US POWER SQUADRON 1998
 HU0061'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2504 ***********************************************************************
 JU2504  DESIGNATION -  T 22 RESET
 JU2504  PID         -  JU2504
 JU2504  STATE/COUNTY-  DE/NEW CASTLE
 JU2504  COUNTRY     -  US
 JU2504  USGS QUAD   -  NEWARK WEST (2016)
 JU2504
 JU2504                         *CURRENT SURVEY CONTROL
 JU2504  ______________________________________________________________________
 JU2504* NAD 83(1986) POSITION- 39 38 45.     (N) 075 46 47.     (W)   SCALED
 JU2504* NAVD 88 ORTHO HEIGHT -    39.24  (+/-2cm)      128.7   (feet) VERTCON3
 JU2504  ______________________________________________________________________
 JU2504  GEOID HEIGHT    -        -33.049 (meters)                     GEOID18
 JU2504  VERT ORDER      -  THIRD (See Below)
 JU2504
 JU2504.The horizontal coordinates were scaled from a map and have
 JU2504.an estimated accuracy of +/- 6 seconds.
 JU2504
 JU2504.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2504
 JU2504.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2504.GEOID18 height accuracy estimate available here.
 JU2504
 JU2504.The vertical order pertains to the NGVD 29 superseded value.
 JU2504
 JU2504.Click photographs - Photos may exist for this station.
 JU2504
 JU2504;                    North         East    Units  Estimated Accuracy
 JU2504;SPC DE       -   182,770.      168,840.      MT  (+/- 180 meters Scaled)
 JU2504
 JU2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ331887(NAD 83)
 JU2504
 JU2504                          SUPERSEDED SURVEY CONTROL
 JU2504
 JU2504  NGVD 29 (??/??/??)   39.57   (m)          129.8    (f) RESET       3  
 JU2504
 JU2504.Superseded values are not recommended for survey control.
 JU2504
 JU2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2504.See file dsdata.pdf to determine how the superseded data were derived.
 JU2504
 JU2504_MARKER: DB = BENCH MARK DISK
 JU2504_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU2504_SP_SET: CULVERT
 JU2504_STAMPING: T 22 1959
 JU2504_MARK LOGO: CGS
 JU2504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2504+STABILITY: SURFACE MOTION
 JU2504
 JU2504  HISTORY     - Date     Condition        Report By
 JU2504  HISTORY     - 1977     MONUMENTED       DEDHT
 JU2504  HISTORY     - 1981     GOOD             UDE
 JU2504  HISTORY     - 20001111 MARK NOT FOUND   USPSQD
 JU2504  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU2504
 JU2504                          STATION DESCRIPTION
 JU2504
 JU2504'DESCRIBED BY DE DEPT OF HIGHWAYS 1977
 JU2504'3 MI SW FROM NEWARK.
 JU2504'1.0 MILE SOUTH ALONG STATE HIGHWAY 896 FROM THE HIGHWAY OVERPASS
 JU2504'OF THE PENNSYLVANIA RAILROAD IN THE SOUTH PART OF NEWARK, THENCE
 JU2504'1.95 MILES SOUTHWEST ALONG A MACADAM ROAD AT A CROSSROAD.
 JU2504'ABOUT 1 FT ABOVE THE LEVEL OF THE ROAD. ORIGINAL MARK WAS REPORTED AS
 JU2504'BEING DESTROYED IN 1977 BY DELWARE DEPT OF HIGHWAYS--RESET MARK IS
 JU2504'STILL STAMPED T 22 1959 PER MARK MAINTENANCE REPORT 6/14/82
 JU2504
 JU2504                          STATION RECOVERY (1981)
 JU2504
 JU2504'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU2504'LIGHT POLE STANDARD IS NOW ABANDONED. CHANGE TO 95 FT. SW OF OTTS
 JU2504'CHAPLE RD. IN THE NW CORNER OF INTERSECTION.
 JU2504
 JU2504                          STATION RECOVERY (2000)
 JU2504
 JU2504'RECOVERY NOTE BY US POWER SQUADRON 2000 (SAL)
 JU2504'MARK NOT FOUND.
 JU2504
 JU2504                          STATION RECOVERY (2013)
 JU2504
 JU2504'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU2504'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0105 ***********************************************************************
 HU0105  DESIGNATION -  T 27
 HU0105  PID         -  HU0105
 HU0105  STATE/COUNTY-  DE/SUSSEX
 HU0105  COUNTRY     -  US
 HU0105  USGS QUAD   -  BETHANY BEACH (2016)
 HU0105
 HU0105                         *CURRENT SURVEY CONTROL
 HU0105  ______________________________________________________________________
 HU0105* NAD 83(1991) POSITION- 38 34 34.37552(N) 075 03 37.43707(W)   ADJUSTED
 HU0105* NAVD 88 ORTHO HEIGHT -     1.983 (meters)        6.51  (feet) ADJUSTED
 HU0105  ______________________________________________________________________
 HU0105  GEOID HEIGHT    -        -35.762 (meters)                     GEOID18
 HU0105  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 HU0105  DYNAMIC HEIGHT  -          1.982 (meters)        6.50  (feet) COMP
 HU0105  MODELED GRAVITY -    980,032.0   (mgal)                       NAVD 88
 HU0105
 HU0105  HORZ ORDER      -  SECOND
 HU0105  VERT ORDER      -  SECOND    CLASS 0
 HU0105
 HU0105.The horizontal coordinates were established by classical geodetic methods
 HU0105.and adjusted by the National Geodetic Survey in January 1992.
 HU0105
 HU0105.The orthometric height was determined by differential leveling and
 HU0105.adjusted by the NATIONAL GEODETIC SURVEY
 HU0105.in June 1991.
 HU0105
 HU0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0105.GEOID18 height accuracy estimate available here.
 HU0105
 HU0105.Click photographs - Photos may exist for this station.
 HU0105
 HU0105.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU0105
 HU0105.The dynamic height is computed by dividing the NAVD 88
 HU0105.geopotential number by the normal gravity value computed on the
 HU0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0105.degrees latitude (g = 980.6199 gals.).
 HU0105
 HU0105.The modeled gravity was interpolated from observed gravity values.
 HU0105
 HU0105. The following values were computed from the NAD 83(1991) position.
 HU0105
 HU0105;                    North         East     Units Scale Factor Converg.
 HU0105;SPC DE       -    64,020.895   231,045.311   MT  1.00000686   +0 13 19.8
 HU0105;SPC DE       -   210,041.89    758,021.16   sFT  1.00000686   +0 13 19.8
 HU0105;UTM  18      - 4,269,752.193   494,738.874   MT  0.99960034   -0 02 15.6
 HU0105
 HU0105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0105!SPC DE       -   1.00000530  x   1.00000686  =   1.00001216
 HU0105!UTM  18      -   1.00000530  x   0.99960034  =   0.99960564
 HU0105
 HU0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9473869752(NAD 83)
 HU0105
 HU0105                          SUPERSEDED SURVEY CONTROL
 HU0105
 HU0105  NAD 83(1986)-  38 34 34.35823(N)    075 03 37.45404(W) AD(       ) 2
 HU0105  NAD 27      -  38 34 33.95503(N)    075 03 38.80024(W) AD(       ) 2
 HU0105  NGVD 29               2.36   (m)            7.7    (f) LEVELING    3  
 HU0105  NGVD 29 (11/26/84)    2.220  (m)            7.28   (f) ADJUSTED    2 0
 HU0105
 HU0105.Superseded values are not recommended for survey control.
 HU0105
 HU0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0105.See file dsdata.pdf to determine how the superseded data were derived.
 HU0105
 HU0105_MARKER: DB = BENCH MARK DISK
 HU0105_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HU0105_STAMPING: T 27 1962
 HU0105_MARK LOGO: CGS
 HU0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0105+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 HU0105
 HU0105  HISTORY     - Date     Condition        Report By
 HU0105  HISTORY     - 1962     MONUMENTED       CGS
 HU0105  HISTORY     - 1962     GOOD             CGS
 HU0105  HISTORY     - 1981     GOOD             UDE
 HU0105  HISTORY     - 20011218 GOOD             USPSQD
 HU0105  HISTORY     - 20060524 GOOD             GEOCAC
 HU0105  HISTORY     - 20120210 GOOD             DELCOS
 HU0105  HISTORY     - 20120620 GOOD             DEDT
 HU0105
 HU0105                          STATION DESCRIPTION
 HU0105
 HU0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0105'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS
 HU0105'14 AND 26 IN BETHANY BEACH.  GO NORTH ON STATE HIGHWAY 14
 HU0105'FOR 1.8 MILES TO THE CITY WATER PUMPING STATION AND THE
 HU0105'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON STATE HIGHWAY 14
 HU0105'FOR 0.85 MILE TO BENCH MARK 27 (AZIMUTH MARK) ON THE RIGHT,
 HU0105'EAST, SIDE OF THE HIGHWAY.
 HU0105'
 HU0105'BENCH MARK T 27, A STANDARD COAST AND GEODETIC SURVEY
 HU0105'BENCH MARK STAMPED T 27 1962, IS SET IN THE TOP OF A 10-INCH
 HU0105'CONCRETE CYLINDER PROJECTING ABOUT 10 INCHES
 HU0105'ABOVE THE SURFACE OF THE GROUND.  IT IS 45.0 FEET NORTH
 HU0105'OF POWERLINE POLE NO. N562-93, 38.0 FEET EAST OF THE NORTH
 HU0105'BOUND TRAFFIC LANE OF STATE HIGHWAY 14 AND 2.5 FEET SOUTH OF A
 HU0105'4 X 4 INCH WOOD WITNESS POST.
 HU0105
 HU0105                          STATION RECOVERY (1962)
 HU0105
 HU0105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HU0105'1.8 MI N FROM BETHANY BEACH.
 HU0105'1.8 MILE NORTH ON STATE HIGHWAY 14 FROM ITS JUNCTION WITH STATE
 HU0105'HIGHWAY 26 IN BETHANY BEACH.  161 FEET NORTHEAST AND ACROSS HIGHWAY
 HU0105'FROM POWER LINE POLE NO. 291, 49 FEET SOUTH OF THE PROLONGED CENTER
 HU0105'OF TRAIL LEADING WEST, 39 FEET EAST OF THE CENTER LINE OF THE NORTH
 HU0105'BOUND LANE OF HIGHWAY 14, 4 FEET NORTH OF TELEPHONE POLE NO. 562-93
 HU0105'AND 2 FEET SOUTH OF A WOODEN WITNESS POST.  SET IN THE TOP OF A
 HU0105'10 INCH TILE FILLED WITH CONCRETE PROJECTING 3 INCHES.
 HU0105
 HU0105                          STATION RECOVERY (1981)
 HU0105
 HU0105'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0105'NOTE--IT IS 2.7 MI NORTH OF BETH. BEACH, NOT 1.8. THERE
 HU0105'IS NO POLE ANY MORE.
 HU0105
 HU0105                          STATION RECOVERY (2001)
 HU0105
 HU0105'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCZ)
 HU0105'RECOVERED IN GOOD CONDITION.
 HU0105
 HU0105                          STATION RECOVERY (2006)
 HU0105
 HU0105'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU0105'RECOVERED IN GOOD CONDITION.
 HU0105
 HU0105                          STATION RECOVERY (2012)
 HU0105
 HU0105'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0105'RECOVERED IN GOOD CONDITION.
 HU0105
 HU0105                          STATION RECOVERY (2012)
 HU0105
 HU0105'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (JRC)
 HU0105'TO REACH THE MARK FROM THE INTERSECTION OF COASTAL HWY AND FRED HUDSON
 HU0105'ROAD PROCEED NORTH 1.4 MI ALONG COASTAL HWY TO THE MARK ON THE RIGHT.
 HU0105'
 HU0105'THE MARK IS 7.3 FT WSW OF A SPLIT RAIL FENCE, 158.4 FT ENE OF A
 HU0105'UTILITY POLE (DPL 62293/00758), 14.1 FT EAST OF THE EDGE OF THE NORTH
 HU0105'BOUND LANES OF COASTAL HWY, 175.6 FT E OF THE EASTERLY END OF THE
 HU0105'INFORMATION BOARD AT THE ENTRANCE TO DNREC FRESH POND RECREATION
 HU0105'AREA, AND 125.8 FT SE OF THE SOUTHEASTERLY CORNER OF A CATCHBASIN IN
 HU0105'THE MEDIAN BETWEEN THE NORTH AND SOUTH BOUND LANES OF COASTAL HWY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2824 ***********************************************************************
 HU2824  DESIGNATION -  T 28 RESET
 HU2824  PID         -  HU2824
 HU2824  STATE/COUNTY-  DE/SUSSEX
 HU2824  COUNTRY     -  US
 HU2824  USGS QUAD   -  FRANKFORD (2016)
 HU2824
 HU2824                         *CURRENT SURVEY CONTROL
 HU2824  ______________________________________________________________________
 HU2824* NAD 83(1986) POSITION- 38 32 49.9    (N) 075 14 37.8    (W)   HD_HELD2
 HU2824* NAVD 88 ORTHO HEIGHT -     4.39  (meters)       14.4   (feet) RESET
 HU2824  ______________________________________________________________________
 HU2824  GEOID HEIGHT    -        -35.778 (meters)                     GEOID18
 HU2824  VERT ORDER      -  THIRD
 HU2824
 HU2824.The horizontal coordinates were established by autonomous hand held GPS
 HU2824.observations and have an estimated accuracy of +/- 10 meters.
 HU2824
 HU2824.The orthometric height was computed from unverified reset data.
 HU2824
 HU2824.No vertical observational check was made to the station.
 HU2824
 HU2824.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2824.GEOID18 height accuracy estimate available here.
 HU2824
 HU2824.Click photographs - Photos may exist for this station.
 HU2824
 HU2824;                    North         East    Units  Estimated Accuracy
 HU2824;SPC DE       -    60,753.      215,067.      MT  (+/- 10 meters HH2 GPS)
 HU2824
 HU2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7875266558(NAD 83)
 HU2824
 HU2824                          SUPERSEDED SURVEY CONTROL
 HU2824
 HU2824  NGVD 29 (05/17/01)    4.63   (m)           15.2    (f) RESET       3  
 HU2824
 HU2824.Superseded values are not recommended for survey control.
 HU2824
 HU2824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2824.See file dsdata.pdf to determine how the superseded data were derived.
 HU2824
 HU2824_MARKER: DV = VERTICAL CONTROL DISK
 HU2824_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 HU2824_SP_SET: PARAPET WALL
 HU2824_STAMPING: T 28 RESET 1988
 HU2824_MARK LOGO: NGS
 HU2824_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU2824
 HU2824  HISTORY     - Date     Condition        Report By
 HU2824  HISTORY     - 1988     MONUMENTED       DEDHT
 HU2824  HISTORY     - 20120210 GOOD             DELCOS
 HU2824
 HU2824                          STATION DESCRIPTION
 HU2824
 HU2824'DESCRIBED BY DE DEPT OF HIGHWAYS 1988
 HU2824'0.15 MILES (0.24 KM) SOUTHEAST ON STATE HIGHWAY 26 FROM THE POST
 HU2824'OFFICE IN DAGSBORO, IN THE TOP OF THE EAST WALL, FOUR FEET FROM THE
 HU2824'SOUTH END OF BRIDGE 424 OVER PEPPER CREEK, 32 FEET (9.8 M) EAST OF
 HU2824'CENTERLINE OF ROUTE 26, AND ABOUT 3 FEET (0.9 M) ABOVE CENTERLINE OF
 HU2824'HIGHWAY.
 HU2824
 HU2824                          STATION RECOVERY (2012)
 HU2824
 HU2824'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU2824'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0039 ***********************************************************************
 HU0039  DESIGNATION -  T 30
 HU0039  PID         -  HU0039
 HU0039  STATE/COUNTY-  DE/SUSSEX
 HU0039  COUNTRY     -  US
 HU0039  USGS QUAD   -  MILFORD (2016)
 HU0039
 HU0039                         *CURRENT SURVEY CONTROL
 HU0039  ______________________________________________________________________
 HU0039* NAD 83(1986) POSITION- 38 54 44.     (N) 075 25 29.     (W)   SCALED
 HU0039* NAVD 88 ORTHO HEIGHT -     5.835 (meters)       19.14  (feet) ADJUSTED
 HU0039  ______________________________________________________________________
 HU0039  GEOID HEIGHT    -        -35.293 (meters)                     GEOID18
 HU0039  DYNAMIC HEIGHT  -          5.832 (meters)       19.13  (feet) COMP
 HU0039  MODELED GRAVITY -    980,042.8   (mgal)                       NAVD 88
 HU0039
 HU0039  VERT ORDER      -  FIRST     CLASS I
 HU0039
 HU0039.The horizontal coordinates were scaled from a map and have
 HU0039.an estimated accuracy of +/- 6 seconds.
 HU0039
 HU0039.The orthometric height was determined by differential leveling and
 HU0039.adjusted by the NATIONAL GEODETIC SURVEY
 HU0039.in June 1991.
 HU0039
 HU0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0039.GEOID18 height accuracy estimate available here.
 HU0039
 HU0039.Click photographs - Photos may exist for this station.
 HU0039
 HU0039.The dynamic height is computed by dividing the NAVD 88
 HU0039.geopotential number by the normal gravity value computed on the
 HU0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0039.degrees latitude (g = 980.6199 gals.).
 HU0039
 HU0039.The modeled gravity was interpolated from observed gravity values.
 HU0039
 HU0039;                    North         East    Units  Estimated Accuracy
 HU0039;SPC DE       -   101,260.      199,300.      MT  (+/- 180 meters Scaled)
 HU0039
 HU0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ631071(NAD 83)
 HU0039
 HU0039                          SUPERSEDED SURVEY CONTROL
 HU0039
 HU0039  NGVD 29 (11/26/84)    6.080  (m)           19.95   (f) ADJUSTED    1 1
 HU0039
 HU0039.Superseded values are not recommended for survey control.
 HU0039
 HU0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0039.See file dsdata.pdf to determine how the superseded data were derived.
 HU0039
 HU0039_MARKER: DB = BENCH MARK DISK
 HU0039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0039_SP_SET: BUILDING
 HU0039_STAMPING: T 30 1962
 HU0039_MARK LOGO: CGS
 HU0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0039+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2021
 HU0039
 HU0039  HISTORY     - Date     Condition        Report By
 HU0039  HISTORY     - 1962     MONUMENTED       CGS
 HU0039  HISTORY     - 1963     GOOD             CGS
 HU0039  HISTORY     - 1981     GOOD             UDE
 HU0039  HISTORY     - 1989     GOOD             USPSQD
 HU0039  HISTORY     - 19901101 GOOD             NGS
 HU0039  HISTORY     - 20040828 GOOD             USPSQD
 HU0039  HISTORY     - 20060523 GOOD             USPSQD
 HU0039  HISTORY     - 20100417 GOOD             BECMOR
 HU0039  HISTORY     - 20210307 GOOD             USPSQD
 HU0039
 HU0039                          STATION DESCRIPTION
 HU0039
 HU0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0039'AT MILFORD.
 HU0039'AT MILFORD, ALONG SOUTHEAST FRONT STREET (STATE HIGHWAY 36), AT THE
 HU0039'CALVARY METHODIST CHURCH, ABOUT 0.5 MILE WEST OF THE INTERSECTION
 HU0039'OF STATE HIGHWAY 14, SET VERTICALLY IN THE SOUTHWEST BRICK WALL, 15
 HU0039'FEET SOUTHEAST OF WEST CORNER OF THE CHURCH, 27 FEET NORTHEAST OF
 HU0039'CENTER LINE OF STREET AND 2 FEET ABOVE THE LEVEL OF THE GROUND.
 HU0039
 HU0039                          STATION RECOVERY (1981)
 HU0039
 HU0039'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0039'RECOVERED IN GOOD CONDITION.
 HU0039
 HU0039                          STATION RECOVERY (1989)
 HU0039
 HU0039'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRA)
 HU0039'RECOVERED IN GOOD CONDITION.
 HU0039
 HU0039                          STATION RECOVERY (1990)
 HU0039
 HU0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0039'IN MILFORD, AT THE INTERSECTION OF SOUTHEAST FRONT (STATE HIGHWAY 36)
 HU0039'AND FRANKLIN STREETS, SET VERTICALLY IN THE SOUTH FACE OF THE CALVARY
 HU0039'METHODIST CHURCH, 31.7 M (104.0 FT) EAST OF THE CENTER OF FRANKLIN
 HU0039'STREET, 9.7 M (31.8 FT) NORTH OF THE CENTER OF SOUTHEAST FRONT
 HU0039'STREET, 6.9 M (22.6 FT) WEST OF THE SOUTHEAST CORNER OF THE BUILDING,
 HU0039'4.5 M (14.8 FT) EAST OF THE SOUTHWEST CORNER OF THE BUILDING, AND 0.5
 HU0039'M (1.6 FT) ABOVE THE GROUND SURFACE.
 HU0039
 HU0039                          STATION RECOVERY (2004)
 HU0039
 HU0039'RECOVERY NOTE BY US POWER SQUADRON 2004 (BH)
 HU0039'RECOVERED IN GOOD CONDITION.
 HU0039
 HU0039                          STATION RECOVERY (2006)
 HU0039
 HU0039'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 HU0039'RECOVERED IN GOOD CONDITION.
 HU0039
 HU0039                          STATION RECOVERY (2010)
 HU0039
 HU0039'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 HU0039'RECOVERED IN GOOD CONDITION.
 HU0039
 HU0039                          STATION RECOVERY (2021)
 HU0039
 HU0039'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 HU0039'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0765 ***********************************************************************
 HU0765  DESIGNATION -  T 33
 HU0765  PID         -  HU0765
 HU0765  STATE/COUNTY-  DE/SUSSEX
 HU0765  COUNTRY     -  US
 HU0765  USGS QUAD   -  SEAFORD EAST (2016)
 HU0765
 HU0765                         *CURRENT SURVEY CONTROL
 HU0765  ______________________________________________________________________
 HU0765* NAD 83(2011) POSITION- 38 40 11.83706(N) 075 37 16.72065(W)   ADJUSTED
 HU0765* NAD 83(2011) ELLIP HT-   -24.910 (meters)        (12/20/17)   ADJUSTED
 HU0765* NAD 83(2011) EPOCH   -  2010.00
 HU0765* NAVD 88 ORTHO HEIGHT -    10.640 (meters)       34.91  (feet) ADJUSTED
 HU0765  ______________________________________________________________________
 HU0765  GEOID HEIGHT    -        -35.546 (meters)                     GEOID18
 HU0765  NAD 83(2011) X  -  1,238,241.799 (meters)                     COMP
 HU0765  NAD 83(2011) Y  - -4,830,091.119 (meters)                     COMP
 HU0765  NAD 83(2011) Z  -  3,963,761.281 (meters)                     COMP
 HU0765  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC18
 HU0765  DYNAMIC HEIGHT  -         10.633 (meters)       34.89  (feet) COMP
 HU0765  MODELED GRAVITY -    980,019.9   (mgal)                       NAVD 88
 HU0765
 HU0765  VERT ORDER      -  FIRST     CLASS I
 HU0765
 HU0765  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU0765  Standards:
 HU0765         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU0765            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU0765  -------------------------------------------------------------------
 HU0765  NETWORK    0.72   0.84           0.31   0.28   0.43     -0.04550413
 HU0765  -------------------------------------------------------------------
 HU0765  Click here for local accuracies and other accuracy information.
 HU0765
 HU0765.The horizontal coordinates were established by GPS observations
 HU0765.and adjusted by the MASER CONSULTING in December 2017.
 HU0765
 HU0765.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU0765.been affixed to the stable North American tectonic plate. See 
 HU0765.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU0765
 HU0765.The horizontal coordinates are valid at the epoch date displayed above
 HU0765.which is a decimal equivalence of Year/Month/Day.
 HU0765
 HU0765.The orthometric height was determined by differential leveling and
 HU0765.adjusted by the NATIONAL GEODETIC SURVEY
 HU0765.in June 1991.
 HU0765
 HU0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0765.GEOID18 height accuracy estimate available here.
 HU0765
 HU0765.Click photographs - Photos may exist for this station.
 HU0765
 HU0765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU0765
 HU0765.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU0765
 HU0765.The ellipsoidal height was determined by GPS observations
 HU0765.and is referenced to NAD 83.
 HU0765
 HU0765.The dynamic height is computed by dividing the NAVD 88
 HU0765.geopotential number by the normal gravity value computed on the
 HU0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0765.degrees latitude (g = 980.6199 gals.).
 HU0765
 HU0765.The modeled gravity was interpolated from observed gravity values.
 HU0765
 HU0765. The following values were computed from the NAD 83(2011) position.
 HU0765
 HU0765;                    North         East     Units Scale Factor Converg.
 HU0765;SPC DE       -    74,386.372   182,190.390   MT  0.99999890   -0 07 40.3
 HU0765;SPC DE       -   244,049.29    597,736.30   sFT  0.99999890   -0 07 40.3
 HU0765;UTM  18      - 4,280,335.259   445,950.285   MT  0.99963597   -0 23 17.6
 HU0765
 HU0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0765!SPC DE       -   1.00000391  x   0.99999890  =   1.00000281
 HU0765!UTM  18      -   1.00000391  x   0.99963597  =   0.99963988
 HU0765
 HU0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4595080335(NAD 83)
 HU0765
 HU0765                          SUPERSEDED SURVEY CONTROL
 HU0765
 HU0765  NGVD 29 (11/26/84)   10.888  (m)           35.72   (f) ADJUSTED    1 1
 HU0765
 HU0765.Superseded values are not recommended for survey control.
 HU0765
 HU0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0765.See file dsdata.pdf to determine how the superseded data were derived.
 HU0765
 HU0765_MARKER: DB = BENCH MARK DISK
 HU0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0765_STAMPING: T 33 1963
 HU0765_MARK LOGO: CGS
 HU0765_PROJECTION: PROJECTING 6 CENTIMETERS
 HU0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0765+STABILITY: SURFACE MOTION
 HU0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0765+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2022
 HU0765
 HU0765  HISTORY     - Date     Condition        Report By
 HU0765  HISTORY     - 1963     MONUMENTED       CGS
 HU0765  HISTORY     - 1981     GOOD             UDE
 HU0765  HISTORY     - 19970227 POOR             USPSQD
 HU0765  HISTORY     - 19980227 GOOD             USPSQD
 HU0765  HISTORY     - 20130614 GOOD             DELCOS
 HU0765  HISTORY     - 20221031 GOOD             USPSQD
 HU0765
 HU0765                          STATION DESCRIPTION
 HU0765
 HU0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0765'2.3 MI N FROM SEAFORD.
 HU0765'2.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0765'AT SEAFORD, ABOUT 0.4 MILE NORTH OF CROSSING OF BLACK TOP ROAD 543,
 HU0765'AT MILE POST 82, 124 FEET SOUTH-SOUTHEAST OF THE MILEPOST, 22
 HU0765'FEET EAST OF EAST RAIL OF THE MAIN TRACK, 21 FEET WEST OF CENTER
 HU0765'LINE OF BLACK TOP ROAD 546, 4 FEET WEST OF A POWER BRACE POLE,
 HU0765'1.5 FEET NORTH OF A STEEL WITNESS POST, 2 1/2 FEET BELOW LEVEL OF
 HU0765'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HU0765
 HU0765                          STATION RECOVERY (1981)
 HU0765
 HU0765'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0765'RECOVERED IN GOOD CONDITION.
 HU0765
 HU0765                          STATION RECOVERY (1997)
 HU0765
 HU0765'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU0765'MARK RECOVERED IN POOR CONDITION.
 HU0765
 HU0765                          STATION RECOVERY (1998)
 HU0765
 HU0765'RECOVERY NOTE BY US POWER SQUADRON 1998
 HU0765'RECOVERED IN GOOD CONDITION.
 HU0765
 HU0765                          STATION RECOVERY (2013)
 HU0765
 HU0765'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0765'SUPPORT POLE NEAR MONUMENT HAS NUMBERS 6737/208X.
 HU0765
 HU0765                          STATION RECOVERY (2022)
 HU0765
 HU0765'RECOVERY NOTE BY US POWER SQUADRON 2022 (RJR)
 HU0765'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1080 ***********************************************************************
 JU1080  DESIGNATION -  T 34
 JU1080  PID         -  JU1080
 JU1080  STATE/COUNTY-  DE/NEW CASTLE
 JU1080  COUNTRY     -  US
 JU1080  USGS QUAD   -  CLAYTON (2016)
 JU1080
 JU1080                         *CURRENT SURVEY CONTROL
 JU1080  ______________________________________________________________________
 JU1080* NAD 83(1986) POSITION- 39 19 15.     (N) 075 39 03.     (W)   SCALED
 JU1080* NAVD 88 ORTHO HEIGHT -    12.225 (meters)       40.11  (feet) ADJUSTED
 JU1080  ______________________________________________________________________
 JU1080  GEOID HEIGHT    -        -33.765 (meters)                     GEOID18
 JU1080  DYNAMIC HEIGHT  -         12.218 (meters)       40.09  (feet) COMP
 JU1080  MODELED GRAVITY -    980,111.5   (mgal)                       NAVD 88
 JU1080
 JU1080  VERT ORDER      -  FIRST     CLASS I
 JU1080
 JU1080.The horizontal coordinates were scaled from a map and have
 JU1080.an estimated accuracy of +/- 6 seconds.
 JU1080
 JU1080.The orthometric height was determined by differential leveling and
 JU1080.adjusted by the NATIONAL GEODETIC SURVEY
 JU1080.in June 1991.
 JU1080
 JU1080.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1080.GEOID18 height accuracy estimate available here.
 JU1080
 JU1080.Click photographs - Photos may exist for this station.
 JU1080
 JU1080.The dynamic height is computed by dividing the NAVD 88
 JU1080.geopotential number by the normal gravity value computed on the
 JU1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1080.degrees latitude (g = 980.6199 gals.).
 JU1080
 JU1080.The modeled gravity was interpolated from observed gravity values.
 JU1080
 JU1080;                    North         East    Units  Estimated Accuracy
 JU1080;SPC DE       -   146,650.      179,810.      MT  (+/- 180 meters Scaled)
 JU1080
 JU1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ438525(NAD 83)
 JU1080
 JU1080                          SUPERSEDED SURVEY CONTROL
 JU1080
 JU1080  NGVD 29 (11/26/84)   12.464  (m)           40.89   (f) ADJUSTED    1 1
 JU1080
 JU1080.Superseded values are not recommended for survey control.
 JU1080
 JU1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1080.See file dsdata.pdf to determine how the superseded data were derived.
 JU1080
 JU1080_MARKER: DB = BENCH MARK DISK
 JU1080_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU1080_SP_SET: ABUTMENT
 JU1080_STAMPING: T 34 1963
 JU1080_MARK LOGO: CGS
 JU1080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1080+SATELLITE: SATELLITE OBSERVATIONS - November 06, 1990
 JU1080
 JU1080  HISTORY     - Date     Condition        Report By
 JU1080  HISTORY     - 1963     MONUMENTED       CGS
 JU1080  HISTORY     - 19901106 GOOD             NGS
 JU1080  HISTORY     - 20010331 GOOD             NGS
 JU1080
 JU1080                          STATION DESCRIPTION
 JU1080
 JU1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1080'2.2 MI N FROM CLAYTON.
 JU1080'2.25 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1080'CROSSING OF STATE HIGHWAY 6 AT CLAYTON, ABOUT 0.25 MILE NORTH
 JU1080'OF A BLACK TOP ROAD CROSSING IN THE SMALL COMMUNITY OF GREEN
 JU1080'SPRINGS, SET ON TOP OF WEST END OF THE SOUTH STONE ABUTMENT
 JU1080'FOR A 18-FOOT BRIDGE OVER MASSEY BRANCH, 133 1/2 FEET NORTH
 JU1080'OF SIGNAL TOWER 347, 14.4 FEET WEST OF WEST RAIL, AND ABOUT
 JU1080'4 FEET BELOW LEVEL OF TRACK.
 JU1080
 JU1080                          STATION RECOVERY (1990)
 JU1080
 JU1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU1080'3.6 KM (2.2 MI) NORTHERLY ALONG THE CONRAIL RAILROAD FROM THE JUNCTION
 JU1080'OF STATE HIGHWAY 6 (MAIN STREET) IN CLAYTON, IN TOP OF AND 0.4 M
 JU1080'(1.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST STONE
 JU1080'ABUTMENT OF RAILROAD BRIDGE NUMBER 3460 SPANNING MASSEY BRANCH, 0.4
 JU1080'KM (0.2 MI) NORTH OF THE INTERSECTION OF VANDYKE GREENSPRING ROAD,
 JU1080'3.7 M (12.1 FT) SOUTHWEST OF THE NEAR RAIL, AND 1.5 M (4.9 FT) BELOW
 JU1080'THE LEVEL OF THE TRACKS.
 JU1080
 JU1080                          STATION RECOVERY (2001)
 JU1080
 JU1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU1080'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0031 ***********************************************************************
 HU0031  DESIGNATION -  T 35
 HU0031  PID         -  HU0031
 HU0031  STATE/COUNTY-  DE/KENT
 HU0031  COUNTRY     -  US
 HU0031  USGS QUAD   -  MILFORD (2016)
 HU0031
 HU0031                         *CURRENT SURVEY CONTROL
 HU0031  ______________________________________________________________________
 HU0031* NAD 83(1986) POSITION- 38 55 07.82   (N) 075 27 11.84   (W)   HD_HELD1
 HU0031* NAVD 88 ORTHO HEIGHT -     8.748 (meters)       28.70  (feet) ADJUSTED
 HU0031  ______________________________________________________________________
 HU0031  GEOID HEIGHT    -        -35.253 (meters)                     GEOID18
 HU0031  DYNAMIC HEIGHT  -          8.742 (meters)       28.68  (feet) COMP
 HU0031  MODELED GRAVITY -    980,042.6   (mgal)                       NAVD 88
 HU0031
 HU0031  VERT ORDER      -  FIRST     CLASS I
 HU0031
 HU0031.The horizontal coordinates were determined by differentially corrected
 HU0031.hand held GPS observations or other comparable positioning techniques
 HU0031.and have an estimated accuracy of +/- 3 meters.
 HU0031
 HU0031.The orthometric height was determined by differential leveling and
 HU0031.adjusted by the NATIONAL GEODETIC SURVEY
 HU0031.in June 1991.
 HU0031
 HU0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0031.GEOID18 height accuracy estimate available here.
 HU0031
 HU0031.Click photographs - Photos may exist for this station.
 HU0031
 HU0031.The dynamic height is computed by dividing the NAVD 88
 HU0031.geopotential number by the normal gravity value computed on the
 HU0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0031.degrees latitude (g = 980.6199 gals.).
 HU0031
 HU0031.The modeled gravity was interpolated from observed gravity values.
 HU0031
 HU0031;                    North         East    Units  Estimated Accuracy
 HU0031;SPC DE       -   101,996.0     196,823.9     MT  (+/- 3 meters HH1 GPS) 
 HU0031
 HU0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6070407867(NAD 83)
 HU0031
 HU0031                          SUPERSEDED SURVEY CONTROL
 HU0031
 HU0031  NGVD 29 (11/26/84)    8.993  (m)           29.50   (f) ADJUSTED    1 1
 HU0031
 HU0031.Superseded values are not recommended for survey control.
 HU0031
 HU0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0031.See file dsdata.pdf to determine how the superseded data were derived.
 HU0031
 HU0031_MARKER: DB = BENCH MARK DISK
 HU0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0031_STAMPING: T 35 1963
 HU0031_MARK LOGO: CGS
 HU0031_PROJECTION: PROJECTING 8 CENTIMETERS
 HU0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0031+STABILITY: SURFACE MOTION
 HU0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0031+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2010
 HU0031
 HU0031  HISTORY     - Date     Condition        Report By
 HU0031  HISTORY     - 1963     MONUMENTED       CGS
 HU0031  HISTORY     - 20100507 GOOD             BECMOR
 HU0031
 HU0031                          STATION DESCRIPTION
 HU0031
 HU0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0031'1.2 MI NW FROM MILFORD.
 HU0031'ABOUT 1.15 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HU0031'STATION AT MILFORD, ABOUT 0.25 MILE NORTHWEST OF A BLACK TOP ROAD
 HU0031'CROSSING, AT MILEPOST 7, 159 FEET NORTHWEST AND ACROSS TRACK FROM THE
 HU0031'MILEPOST, 32 FEET NORTHEAST OF NORTHEAST RAIL, 3 1/2 FEET EAST OF
 HU0031'POWER POLE 154, 1.5 FEET WEST OF A STEEL WITNESS POST, 6 FEET BELOW
 HU0031'LEVEL OF TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 HU0031'INCHES.
 HU0031
 HU0031                          STATION RECOVERY (2010)
 HU0031
 HU0031'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 HU0031'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1130 ***********************************************************************
 JU1130  FBN         -  This is a Federal Base Network Control Station.
 JU1130  DESIGNATION -  T 36
 JU1130  PID         -  JU1130
 JU1130  STATE/COUNTY-  DE/KENT
 JU1130  COUNTRY     -  US
 JU1130  USGS QUAD   -  DOVER (2016)
 JU1130
 JU1130                         *CURRENT SURVEY CONTROL
 JU1130  ______________________________________________________________________
 JU1130* NAD 83(2011) POSITION- 39 09 47.01311(N) 075 31 07.89004(W)   ADJUSTED
 JU1130* NAD 83(2011) ELLIP HT-   -30.784 (meters)        (06/27/12)   ADJUSTED
 JU1130* NAD 83(2011) EPOCH   -  2010.00
 JU1130* NAVD 88 ORTHO HEIGHT -     3.606 (meters)       11.83  (feet) ADJUSTED
 JU1130  ______________________________________________________________________
 JU1130  GEOID HEIGHT    -        -34.386 (meters)                     GEOID18
 JU1130  NAD 83(2011) X  -  1,238,276.543 (meters)                     COMP
 JU1130  NAD 83(2011) Y  - -4,794,569.694 (meters)                     COMP
 JU1130  NAD 83(2011) Z  -  4,006,349.519 (meters)                     COMP
 JU1130  LAPLACE CORR    -         -2.90  (seconds)                    DEFLEC18
 JU1130  DYNAMIC HEIGHT  -          3.604 (meters)       11.82  (feet) COMP
 JU1130  MODELED GRAVITY -    980,088.1   (mgal)                       NAVD 88
 JU1130
 JU1130  VERT ORDER      -  FIRST     CLASS I
 JU1130
 JU1130  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU1130  Standards:
 JU1130         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU1130            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU1130  -------------------------------------------------------------------
 JU1130  NETWORK    0.39   0.59           0.17   0.15   0.30      0.04908822
 JU1130  -------------------------------------------------------------------
 JU1130  Click here for local accuracies and other accuracy information.
 JU1130
 JU1130.This is a reference station for the DOVER DNRC
 JU1130.National Continuously Operating Reference Station (DNRC).
 JU1130
 JU1130.The horizontal coordinates were established by GPS observations
 JU1130.and adjusted by the National Geodetic Survey in June 2012.
 JU1130
 JU1130.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU1130.been affixed to the stable North American tectonic plate. See 
 JU1130.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU1130
 JU1130.The horizontal coordinates are valid at the epoch date displayed above
 JU1130.which is a decimal equivalence of Year/Month/Day.
 JU1130
 JU1130.The orthometric height was determined by differential leveling and
 JU1130.adjusted by the NATIONAL GEODETIC SURVEY
 JU1130.in June 1991.
 JU1130
 JU1130.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1130.GEOID18 height accuracy estimate available here.
 JU1130
 JU1130.Click photographs - Photos may exist for this station.
 JU1130
 JU1130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1130
 JU1130.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1130
 JU1130.The ellipsoidal height was determined by GPS observations
 JU1130.and is referenced to NAD 83.
 JU1130
 JU1130.The dynamic height is computed by dividing the NAVD 88
 JU1130.geopotential number by the normal gravity value computed on the
 JU1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1130.degrees latitude (g = 980.6199 gals.).
 JU1130
 JU1130.The modeled gravity was interpolated from observed gravity values.
 JU1130
 JU1130. The following values were computed from the NAD 83(2011) position.
 JU1130
 JU1130;                    North         East     Units Scale Factor Converg.
 JU1130;SPC DE       -   129,112.643   191,167.900   MT  0.99999596   -0 03 52.3
 JU1130;SPC DE       -   423,597.06    627,190.02   sFT  0.99999596   -0 03 52.3
 JU1130;UTM  18      - 4,334,999.872   455,174.326   MT  0.99962474   -0 19 39.6
 JU1130
 JU1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1130!SPC DE       -   1.00000483  x   0.99999596  =   1.00000079
 JU1130!UTM  18      -   1.00000483  x   0.99962474  =   0.99962957
 JU1130
 JU1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5517434999(NAD 83)
 JU1130
 JU1130                          SUPERSEDED SURVEY CONTROL
 JU1130
 JU1130  NAD 83(2007)-  39 09 47.01339(N)    075 31 07.89076(W) AD(2002.00) 0
 JU1130  ELLIP H (02/10/07)  -30.765  (m)                       GP(2002.00)    
 JU1130  NAD 83(1991)-  39 09 47.01350(N)    075 31 07.89077(W) AD(       ) A
 JU1130  ELLIP H (02/12/02)  -30.770  (m)                       GP(       ) 4 1
 JU1130  NAVD 88               3.61   (m)           11.8    (f) LEVELING    3  
 JU1130  NGVD 29 (11/26/84)    3.843  (m)           12.61   (f) ADJUSTED    1 1
 JU1130
 JU1130.Superseded values are not recommended for survey control.
 JU1130
 JU1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1130.See file dsdata.pdf to determine how the superseded data were derived.
 JU1130
 JU1130_MARKER: DB = BENCH MARK DISK
 JU1130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1130_SP_SET: BRIDGE GUARD RAIL BASE
 JU1130_STAMPING: T 36 1963
 JU1130_MARK LOGO: CGS
 JU1130_PROJECTION: FLUSH
 JU1130_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1130+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2019
 JU1130
 JU1130  HISTORY     - Date     Condition        Report By
 JU1130  HISTORY     - 1963     MONUMENTED       CGS
 JU1130  HISTORY     - 1981     GOOD             UDE
 JU1130  HISTORY     - 19980812 GOOD             NGS
 JU1130  HISTORY     - 19990820 GOOD             USPSQD
 JU1130  HISTORY     - 20000227 GOOD             NGS
 JU1130  HISTORY     - 20080422 GOOD             NGS
 JU1130  HISTORY     - 20101016 GOOD             GEOCAC
 JU1130  HISTORY     - 20111021 GOOD             USFWS
 JU1130  HISTORY     - 20111122 GOOD             DELCOS
 JU1130  HISTORY     - 20190812 GOOD             USPSQD
 JU1130
 JU1130                          STATION DESCRIPTION
 JU1130
 JU1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1130'AT DOVER.
 JU1130'AT DOVER, ABOUT 0.75 MILE EAST ALONG STATE HIGHWAY 8 FROM THE
 JU1130'CROSSING OF THE PENNSYLVANIA RAILROAD, ABOUT 0.25 MILE WEST ALONG
 JU1130'STATE HIGHWAY 8 FROM THE INTERSECTION OF U.S. HIGHWAY 13, SET ON
 JU1130'TOP OF THE SOUTHWEST GUARD RAIL BASE FOR THE HIGHWAY BRIDGE OVER
 JU1130'THE ST JONES RIVER, 7.5 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 JU1130'RAILING BASE, 74 FEET WEST OF THE INTERSECTION OF THE HIGHWAY AND
 JU1130'PARK DRIVE, 28 FEET SOUTHWEST OF CENTERLINE OF THE HIGHWAY, AND
 JU1130'ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
 JU1130
 JU1130                          STATION RECOVERY (1981)
 JU1130
 JU1130'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1130'RECOVERED IN GOOD CONDITION.
 JU1130
 JU1130                          STATION RECOVERY (1998)
 JU1130
 JU1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DBC)
 JU1130'RECOVERED AS DESCRIBED.
 JU1130
 JU1130                          STATION RECOVERY (1999)
 JU1130
 JU1130'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU1130'RECOVERED IN GOOD CONDITION.
 JU1130
 JU1130                          STATION RECOVERY (2000)
 JU1130
 JU1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM)
 JU1130'THE STATION IS LOCATED IN THE CITY OF DOVER NEAR THE JUNCTION OF STATE
 JU1130'HIGHWAY 8 (DIVISON STREET AND PARK DRIVE) IN TOP OF THE SOUTH CONCRETE
 JU1130'GUARD RAIL BASE SUPPORTING THE METAL GUARD RAIL OF THE DIVISON STREET
 JU1130'BRIDGE OVER THE ST.  JONES RIVER.  OWNERSHIP--CITY OF DOVER TO REACH
 JU1130'THE STATION FROM THE JUNCTION OF US HIGHWAY 13 AND STATE HIGHWAY 8
 JU1130'(DIVISION STREET) LOCATED ABOUT IN THE CENTER OF DOVER, GO WEST ON
 JU1130'HIGHWAY 8 (DIVISON STREET) FOR 0.40 KM (0.25 MI) TO THE JUNCTION OF
 JU1130'PARK DRIVE, THE STATION IS ABOUT 30.48 M (100.00 FT) STRAIGHT AHEAD IN
 JU1130'TOP OF THE SOUTH SIDE OF THE CONCRETE GUARD RAIL BASE OF THE DIVISION
 JU1130'STREET BRIDGE OVER A STREAM.  TO ACCESS THE STATION TURN LEFT, SOUTH
 JU1130'ON PARK DRIVE AND IMMMEDIATLELY HOP THE CURB AND PARK IN THE GRASSY
 JU1130'AREA NEAR THE SOUTHEAST CORNER OF THE BRIDGE. THE STATION IS A CGS
 JU1130'BENCH MARK DISK SET IN A DRILL HOLE, IN THE TOP OF THE SOUTH CONCRETE
 JU1130'GUARD RAIL BASE SUPPORTING THE METAL GUARD RAIL OF THE BRIDGE.
 JU1130'LOCATED 26.37 M (86.52 FT) WEST OF THE CENTER OF PARK DRIVE, 9.69 M
 JU1130'(31.79 FT) NORTH OF POWER POLE NUMBER 24 WITH AN ELECTRICAL METER
 JU1130'ATTACHED AND A TRANSFORMER, 2.59 M (8.50 FT) WEST OF THE EAST END OF
 JU1130'THE SOUTH METAL GUARD RAIL OF THE BRIDGE, 1.83 M (6.00 FT) SOUTH OF
 JU1130'THE NORTH EDGE OF THE CURB OF THE SOUTH SIDEWALK OF THE BRIDGE AND 0.2
 JU1130'M (0.7 FT) SOUTH OF THE METAL GUARD RAIL.
 JU1130
 JU1130                          STATION RECOVERY (2008)
 JU1130
 JU1130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (DRD)
 JU1130'RECOVERED IN GOOD CONDITION.
 JU1130
 JU1130                          STATION RECOVERY (2010)
 JU1130
 JU1130'RECOVERY NOTE BY GEOCACHING 2010 (GAH)
 JU1130'GOOD.
 JU1130
 JU1130                          STATION RECOVERY (2011)
 JU1130
 JU1130'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2011 (MJH)
 JU1130'RECOVERED AS DESCRIBED.
 JU1130
 JU1130                          STATION RECOVERY (2011)
 JU1130
 JU1130'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 JU1130'RECOVERED IN GOOD CONDITION.
 JU1130
 JU1130                          STATION RECOVERY (2019)
 JU1130
 JU1130'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 JU1130'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1110 ***********************************************************************
 JU1110  DESIGNATION -  T 37
 JU1110  PID         -  JU1110
 JU1110  STATE/COUNTY-  DE/KENT
 JU1110  COUNTRY     -  US
 JU1110  USGS QUAD   -  DOVER (2016)
 JU1110
 JU1110                         *CURRENT SURVEY CONTROL
 JU1110  ______________________________________________________________________
 JU1110* NAD 83(1986) POSITION- 39 08 37.9    (N) 075 32 06.6    (W)   HD_HELD2
 JU1110* NAVD 88 ORTHO HEIGHT -    10.400 (meters)       34.12  (feet) ADJUSTED
 JU1110  ______________________________________________________________________
 JU1110  GEOID HEIGHT    -        -34.433 (meters)                     GEOID18
 JU1110  DYNAMIC HEIGHT  -         10.394 (meters)       34.10  (feet) COMP
 JU1110  MODELED GRAVITY -    980,084.0   (mgal)                       NAVD 88
 JU1110  OBS GRAVITY     -    980,082.1   (mgal)                       GRAV_OBS
 JU1110
 JU1110  VERT ORDER      -  FIRST     CLASS I
 JU1110
 JU1110.The horizontal coordinates were established by autonomous hand held GPS
 JU1110.observations and have an estimated accuracy of +/- 10 meters.
 JU1110
 JU1110.The orthometric height was determined by differential leveling and
 JU1110.adjusted by the NATIONAL GEODETIC SURVEY
 JU1110.in June 1991.
 JU1110
 JU1110.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1110.GEOID18 height accuracy estimate available here.
 JU1110
 JU1110.Click photographs - Photos may exist for this station.
 JU1110
 JU1110.The dynamic height is computed by dividing the NAVD 88
 JU1110.geopotential number by the normal gravity value computed on the
 JU1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1110.degrees latitude (g = 980.6199 gals.).
 JU1110
 JU1110.The modeled gravity was interpolated from observed gravity values.
 JU1110
 JU1110.The observed gravity was obtained from relative gravimeter ties
 JU1110.to the IGSN71 gravity network.
 JU1110
 JU1110;                    North         East    Units  Estimated Accuracy
 JU1110;SPC DE       -   126,983.      189,756.      MT  (+/- 10 meters HH2 GPS)
 JU1110
 JU1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5375232877(NAD 83)
 JU1110
 JU1110                          SUPERSEDED SURVEY CONTROL
 JU1110
 JU1110  NGVD 29 (11/26/84)   10.637  (m)           34.90   (f) ADJUSTED    1 1
 JU1110
 JU1110.Superseded values are not recommended for survey control.
 JU1110
 JU1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1110.See file dsdata.pdf to determine how the superseded data were derived.
 JU1110
 JU1110_MARKER: DB = BENCH MARK DISK
 JU1110_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU1110_STAMPING: T 37 1963
 JU1110_MARK LOGO: CGS
 JU1110_PROJECTION: PROJECTING 3 CENTIMETERS
 JU1110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1110
 JU1110  HISTORY     - Date     Condition        Report By
 JU1110  HISTORY     - 1963     MONUMENTED       CGS
 JU1110  HISTORY     - 1981     GOOD             UDE
 JU1110  HISTORY     - 20111122 MARK NOT FOUND   DELCOS
 JU1110
 JU1110                          STATION DESCRIPTION
 JU1110
 JU1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1110'1 MI SW FROM DOVER.
 JU1110'1.0 MILE SOUTH AND SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 JU1110'THE BUILDING HOUSING THE LIBRARY COMMISSION OF THE STATE OF
 JU1110'DELAWARE (FORMERLY RAILROAD STATION), AT THE JUNCTION OF NEW BURTON
 JU1110'ROAD PARALLELING TRACK AND WYOMING AVENUE LEADING EAST, 212 FEET
 JU1110'WEST-SOUTHWEST OF CENTER OF JUNCTION, 38 FEET NORTHWEST OF CENTERLINE
 JU1110'OF ROAD, 46 FEET SOUTHEAST OF SOUTHEAST RAIL OF MAIN TRACK, 1.5
 JU1110'FEET SOUTHWEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH TRACK,
 JU1110'AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD PROJECTING 1
 JU1110'INCH ABOVE GROUND AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS 4
 JU1110'INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 40 FEET.
 JU1110
 JU1110                          STATION RECOVERY (1981)
 JU1110
 JU1110'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1110'RECOVERED IN GOOD CONDITION.
 JU1110
 JU1110                          STATION RECOVERY (2011)
 JU1110
 JU1110'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 JU1110'BELIEVED TO HAVE BEEN DESTROYED WHEN ROAD WAS WIDENED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1825 ***********************************************************************
 JU1825  DESIGNATION -  T 38
 JU1825  PID         -  JU1825
 JU1825  STATE/COUNTY-  DE/NEW CASTLE
 JU1825  COUNTRY     -  US
 JU1825  USGS QUAD   -  SAINT GEORGES (2016)
 JU1825
 JU1825                         *CURRENT SURVEY CONTROL
 JU1825  ______________________________________________________________________
 JU1825* NAD 83(2011) POSITION- 39 32 54.69697(N) 075 44 20.66837(W)   NO CHECK
 JU1825* NAD 83(2011) ELLIP HT-    -3.220 (meters)        (06/27/12)   NO CHECK
 JU1825* NAD 83(2011) EPOCH   -  2010.00
 JU1825* NAVD 88 ORTHO HEIGHT -    30.041 (meters)       98.56  (feet) ADJUSTED
 JU1825  ______________________________________________________________________
 JU1825  GEOID HEIGHT    -        -33.256 (meters)                     GEOID18
 JU1825  NAD 83(2011) X  -  1,213,159.658 (meters)                     COMP
 JU1825  NAD 83(2011) Y  - -4,773,012.554 (meters)                     COMP
 JU1825  NAD 83(2011) Z  -  4,039,457.320 (meters)                     COMP
 JU1825  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 JU1825  DYNAMIC HEIGHT  -         30.027 (meters)       98.51  (feet) COMP
 JU1825  MODELED GRAVITY -    980,142.5   (mgal)                       NAVD 88
 JU1825
 JU1825  VERT ORDER      -  FIRST     CLASS I
 JU1825
 JU1825  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU1825  Standards:
 JU1825         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU1825            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU1825  -------------------------------------------------------------------
 JU1825  NETWORK    0.88   1.69           0.28   0.40   0.86      0.38831498
 JU1825  -------------------------------------------------------------------
 JU1825  Click here for local accuracies and other accuracy information.
 JU1825
 JU1825.The horizontal coordinates were established by GPS observations
 JU1825.and adjusted by the National Geodetic Survey in June 2012.
 JU1825
 JU1825.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU1825.been affixed to the stable North American tectonic plate. See 
 JU1825.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU1825
 JU1825.The horizontal coordinates are valid at the epoch date displayed above
 JU1825.which is a decimal equivalence of Year/Month/Day.
 JU1825
 JU1825.No horizontal observational check was made to the station.
 JU1825
 JU1825.The orthometric height was determined by differential leveling and
 JU1825.adjusted by the NATIONAL GEODETIC SURVEY
 JU1825.in June 1991.
 JU1825
 JU1825.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1825.GEOID18 height accuracy estimate available here.
 JU1825
 JU1825.Click photographs - Photos may exist for this station.
 JU1825
 JU1825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1825
 JU1825.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1825
 JU1825.The ellipsoidal height was determined by GPS observations
 JU1825.and is referenced to NAD 83.
 JU1825
 JU1825.The dynamic height is computed by dividing the NAVD 88
 JU1825.geopotential number by the normal gravity value computed on the
 JU1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1825.degrees latitude (g = 980.6199 gals.).
 JU1825
 JU1825.The modeled gravity was interpolated from observed gravity values.
 JU1825
 JU1825. The following values were computed from the NAD 83(2011) position.
 JU1825
 JU1825;                    North         East     Units Scale Factor Converg.
 JU1825;SPC DE       -   171,952.608   172,288.000   MT  1.00000445   -0 12 19.0
 JU1825;SPC DE       -   564,147.85    565,248.21   sFT  1.00000445   -0 12 19.0
 JU1825;UTM  18      - 4,377,910.867   436,498.973   MT  0.99964965   -0 28 14.2
 JU1825
 JU1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1825!SPC DE       -   1.00000051  x   1.00000445  =   1.00000496
 JU1825!UTM  18      -   1.00000051  x   0.99964965  =   0.99965015
 JU1825
 JU1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3649877910(NAD 83)
 JU1825
 JU1825                          SUPERSEDED SURVEY CONTROL
 JU1825
 JU1825  NAD 83(2007)-  39 32 54.69724(N)    075 44 20.66921(W) AD(2002.00) 0
 JU1825  ELLIP H (02/10/07)   -3.191  (m)                       GP(2002.00)    
 JU1825  ELLIP H (10/30/02)   -3.178  (m)                       GP(       ) 4 1
 JU1825  NAD 83(1991)-  39 32 54.69741(N)    075 44 20.66964(W) AD(       ) 1
 JU1825  ELLIP H (10/08/97)   -3.199  (m)                       GP(       ) 4 1
 JU1825  NAVD 88              30.04   (m)           98.6    (f) LEVELING    3  
 JU1825  NGVD 29 (11/26/84)   30.281  (m)           99.35   (f) ADJUSTED    1 1
 JU1825
 JU1825.Superseded values are not recommended for survey control.
 JU1825
 JU1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1825.See file dsdata.pdf to determine how the superseded data were derived.
 JU1825
 JU1825_MARKER: DB = BENCH MARK DISK
 JU1825_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JU1825_SP_SET: BRIDGE ABUTMENT
 JU1825_STAMPING: T 38 1963
 JU1825_MARK LOGO: CGS
 JU1825_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1825+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1825
 JU1825  HISTORY     - Date     Condition        Report By
 JU1825  HISTORY     - 1963     MONUMENTED       CGS
 JU1825  HISTORY     - 1981     GOOD             UDE
 JU1825  HISTORY     - 1982     GOOD             USPSQD
 JU1825  HISTORY     - 19961018 GOOD             NGS
 JU1825  HISTORY     - 20000304 GOOD             USPSQD
 JU1825  HISTORY     - 20010705 GOOD             WR
 JU1825  HISTORY     - 20050817 GOOD             GEOCAC
 JU1825  HISTORY     - 20111120 GOOD             GEOCAC
 JU1825  HISTORY     - 20130711 GOOD             DELCOS
 JU1825
 JU1825                          STATION DESCRIPTION
 JU1825
 JU1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1825'0.7 MI N FROM SUMMIT BRIDGE.
 JU1825'0.7 MILE NORTH ALONG STATE HIGHWAY 71 FROM THE SOUTH END OF
 JU1825'SUMMIT BRIDGE OVER THE CHESAPEAKE AND DELAWARE CANAL AT SUMMIT
 JU1825'BRIDGE, AT THE OVERPASS OF STATE HIGHWAY 285 OVER HIGHWAY 71,
 JU1825'SET ON TOP OF THE CONCRETE RAILING BASE AT THE SOUTHWEST CORNER
 JU1825'OF THE OVERPASS, 16 FEET SOUTH OF CENTERLINE OF HIGHWAY 285, 1.6
 JU1825'FEET EAST OF WEST END OF BASE, AND ABOUT 1 FOOT ABOVE LEVEL OF
 JU1825'HIGHWAY.
 JU1825
 JU1825                          STATION RECOVERY (1981)
 JU1825
 JU1825'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1825'RECOVERED IN GOOD CONDITION.
 JU1825
 JU1825                          STATION RECOVERY (1982)
 JU1825
 JU1825'RECOVERY NOTE BY US POWER SQUADRON 1982
 JU1825'RECOVERED IN GOOD CONDITION.
 JU1825
 JU1825                          STATION RECOVERY (1996)
 JU1825
 JU1825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 JU1825'RECOVERED AS DESCRIBED.
 JU1825
 JU1825                          STATION RECOVERY (2000)
 JU1825
 JU1825'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU1825'RECOVERED IN GOOD CONDITION.
 JU1825
 JU1825                          STATION RECOVERY (2001)
 JU1825
 JU1825'RECOVERY NOTE BY WHITMAN, REQUARDT & ASSOCIATES 2001 (RTD)
 JU1825'RECOVERED IN GOOD CONDITION.
 JU1825
 JU1825                          STATION RECOVERY (2005)
 JU1825
 JU1825'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU1825'RECOVERED IN GOOD CONDITION.
 JU1825
 JU1825                          STATION RECOVERY (2011)
 JU1825
 JU1825'RECOVERY NOTE BY GEOCACHING 2011 (MFM)
 JU1825'RECOVERED AS DESCRIED.
 JU1825
 JU1825                          STATION RECOVERY (2013)
 JU1825
 JU1825'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1825'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU0376 ***********************************************************************
 JU0376  DESIGNATION -  T 39
 JU0376  PID         -  JU0376
 JU0376  STATE/COUNTY-  DE/NEW CASTLE
 JU0376  COUNTRY     -  US
 JU0376  USGS QUAD   -  SAINT GEORGES (2016)
 JU0376
 JU0376                         *CURRENT SURVEY CONTROL
 JU0376  ______________________________________________________________________
 JU0376* NAD 83(1986) POSITION- 39 30 37.     (N) 075 42 37.     (W)   SCALED
 JU0376* NAVD 88 ORTHO HEIGHT -    21.041 (meters)       69.03  (feet) ADJUSTED
 JU0376  ______________________________________________________________________
 JU0376  GEOID HEIGHT    -        -33.400 (meters)                     GEOID18
 JU0376  DYNAMIC HEIGHT  -         21.031 (meters)       69.00  (feet) COMP
 JU0376  MODELED GRAVITY -    980,128.6   (mgal)                       NAVD 88
 JU0376
 JU0376  VERT ORDER      -  FIRST     CLASS I
 JU0376
 JU0376.The horizontal coordinates were scaled from a map and have
 JU0376.an estimated accuracy of +/- 6 seconds.
 JU0376
 JU0376.The orthometric height was determined by differential leveling and
 JU0376.adjusted by the NATIONAL GEODETIC SURVEY
 JU0376.in June 1991.
 JU0376
 JU0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU0376.GEOID18 height accuracy estimate available here.
 JU0376
 JU0376.Click photographs - Photos may exist for this station.
 JU0376
 JU0376.The dynamic height is computed by dividing the NAVD 88
 JU0376.geopotential number by the normal gravity value computed on the
 JU0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU0376.degrees latitude (g = 980.6199 gals.).
 JU0376
 JU0376.The modeled gravity was interpolated from observed gravity values.
 JU0376
 JU0376;                    North         East    Units  Estimated Accuracy
 JU0376;SPC DE       -   167,700.      174,750.      MT  (+/- 180 meters Scaled)
 JU0376
 JU0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ389736(NAD 83)
 JU0376
 JU0376                          SUPERSEDED SURVEY CONTROL
 JU0376
 JU0376  NGVD 29 (11/26/84)   21.281  (m)           69.82   (f) ADJUSTED    1 1
 JU0376
 JU0376.Superseded values are not recommended for survey control.
 JU0376
 JU0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU0376.See file dsdata.pdf to determine how the superseded data were derived.
 JU0376
 JU0376_MARKER: DB = BENCH MARK DISK
 JU0376_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU0376_STAMPING: T 39 1963
 JU0376_MARK LOGO: CGS
 JU0376_MAGNETIC: I = MARKER IS A STEEL ROD
 JU0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU0376_ROD/PIPE-DEPTH: 27.6 meters
 JU0376
 JU0376  HISTORY     - Date     Condition        Report By
 JU0376  HISTORY     - 1963     MONUMENTED       CGS
 JU0376  HISTORY     - 1978     MARK NOT FOUND   LOCENG
 JU0376
 JU0376                          STATION DESCRIPTION
 JU0376
 JU0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU0376'4.4 MI N FROM MIDDLETOWN.
 JU0376'4.4 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU0376'CROSSING OF STATE HIGHWAY 299 AT MIDDLETOWN, AT THE SMALL
 JU0376'COMMUNITY OF MOUNT PLEASANT, ABOUT 0.3 MILE NORTH OF MILEPOST
 JU0376'21, AT A BLACK TOP ROAD CROSSING, 44 FEET SOUTHWEST OF CENTER
 JU0376'OF THE CROSSING, 30.5 FEET SOUTH-SOUTHWEST OF A SIGNAL LIGHT,
 JU0376'3 FEET SOUTH OF POWER POLE J70 DP AND L3G, 2 FEET ABOVE LEVEL OF
 JU0376'TRACK, AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD
 JU0376'PROJECTING 2 INCHES ABOVE GROUND AND PROTECTED BY A 6-INCH TILE
 JU0376'WHICH PROJECTS 5 INCHES.  THE ROD WAS DRIVEN TO REFUSAL AT A
 JU0376'DEPTH OF 90.5 FEET.  NOTE-- THIS MARK MAY ALSO BE REACHED BY
 JU0376'GOING 4.2 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM
 JU0376'THE CROSSING OF STATE HIGHWAY 71 AT KIRKWOOD.
 JU0376
 JU0376                          STATION RECOVERY (1978)
 JU0376
 JU0376'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 JU0376'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2180 ***********************************************************************
 JU2180  DESIGNATION -  T 41
 JU2180  PID         -  JU2180
 JU2180  STATE/COUNTY-  DE/NEW CASTLE
 JU2180  COUNTRY     -  US
 JU2180  USGS QUAD   -  SAINT GEORGES (2016)
 JU2180
 JU2180                         *CURRENT SURVEY CONTROL
 JU2180  ______________________________________________________________________
 JU2180* NAD 83(1986) POSITION- 39 35 58.     (N) 075 41 28.     (W)   SCALED
 JU2180* NAVD 88 ORTHO HEIGHT -    20.061 (meters)       65.82  (feet) ADJUSTED
 JU2180  ______________________________________________________________________
 JU2180  GEOID HEIGHT    -        -33.133 (meters)                     GEOID18
 JU2180  DYNAMIC HEIGHT  -         20.051 (meters)       65.78  (feet) COMP
 JU2180  MODELED GRAVITY -    980,153.8   (mgal)                       NAVD 88
 JU2180
 JU2180  VERT ORDER      -  FIRST     CLASS II
 JU2180
 JU2180.The horizontal coordinates were scaled from a map and have
 JU2180.an estimated accuracy of +/- 6 seconds.
 JU2180
 JU2180.The orthometric height was determined by differential leveling and
 JU2180.adjusted by the NATIONAL GEODETIC SURVEY
 JU2180.in June 1991.
 JU2180
 JU2180.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2180.GEOID18 height accuracy estimate available here.
 JU2180
 JU2180.Click photographs - Photos may exist for this station.
 JU2180
 JU2180.The dynamic height is computed by dividing the NAVD 88
 JU2180.geopotential number by the normal gravity value computed on the
 JU2180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2180.degrees latitude (g = 980.6199 gals.).
 JU2180
 JU2180.The modeled gravity was interpolated from observed gravity values.
 JU2180
 JU2180;                    North         East    Units  Estimated Accuracy
 JU2180;SPC DE       -   177,590.      176,430.      MT  (+/- 180 meters Scaled)
 JU2180
 JU2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ406835(NAD 83)
 JU2180
 JU2180                          SUPERSEDED SURVEY CONTROL
 JU2180
 JU2180.No superseded survey control is available for this station.
 JU2180
 JU2180_MARKER: I = METAL ROD
 JU2180_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JU2180_STAMPING: T 41 1979
 JU2180_MARK LOGO: NGS
 JU2180_PROJECTION: FLUSH
 JU2180_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JU2180+STABILITY: POSITION/ELEVATION WELL
 JU2180_ROD/PIPE-DEPTH: 6.10 meters
 JU2180_SLEEVE-DEPTH  : 3.05 meters
 JU2180
 JU2180  HISTORY     - Date     Condition        Report By
 JU2180  HISTORY     - 1979     MONUMENTED       NGS
 JU2180  HISTORY     - 19910216 GOOD             USPSQD
 JU2180  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU2180
 JU2180                          STATION DESCRIPTION
 JU2180
 JU2180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2180'IN PORTER.
 JU2180'IN PORTER, 0.05 MILE SOUTHWEST ALONG PORTER ROAD FROM THE JUNCTION OF
 JU2180'PORTER STATION ROAD, ON THE SOUTHEAST SIDE OF MAJOR POWER 44573,
 JU2180'38093 BETWEEN PORTER ROAD AND THE PENN CENTRAL RAILROAD, 151 FEET
 JU2180'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 89 FEET NORTHWEST OF THE
 JU2180'NORTHWEST RAIL, 35.6 FEET NORTHEAST OF GUY POLE 44570, 38091 WITH
 JU2180'2 GUY WIRES, 4.8 FEET SOUTHEAST OF MAJOR POWER 44573, 38093, THIS IS
 JU2180'A BASIC NET A JUNCTION MARK.
 JU2180'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 JU2180'THE MARK IS ABOVE LEVEL WITH ROAD.
 JU2180
 JU2180                          STATION RECOVERY (1991)
 JU2180
 JU2180'RECOVERY NOTE BY US POWER SQUADRON 1991 (SK)
 JU2180'RECOVERED IN GOOD CONDITION.
 JU2180
 JU2180                          STATION RECOVERY (2013)
 JU2180
 JU2180'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU2180'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DM8486 ***********************************************************************
 DM8486  DESIGNATION -  T 47
 DM8486  PID         -  DM8486
 DM8486  STATE/COUNTY-  DE/SUSSEX
 DM8486  COUNTRY     -  US
 DM8486  USGS QUAD   -  GEORGETOWN (2016)
 DM8486
 DM8486                         *CURRENT SURVEY CONTROL
 DM8486  ______________________________________________________________________
 DM8486* NAD 83(1986) POSITION- 38 44 16.04   (N) 075 25 23.34   (W)   HD_HELD1
 DM8486* NAVD 88 ORTHO HEIGHT -    14.168 (meters)       46.48  (feet) ADJUSTED
 DM8486  ______________________________________________________________________
 DM8486  GEOID HEIGHT    -        -35.558 (meters)                     GEOID18
 DM8486  DYNAMIC HEIGHT  -         14.159 (meters)       46.45  (feet) COMP
 DM8486  MODELED GRAVITY -    980,028.9   (mgal)                       NAVD 88
 DM8486
 DM8486  VERT ORDER      -  SECOND    CLASS I
 DM8486
 DM8486.The horizontal coordinates were determined by differentially corrected
 DM8486.hand held GPS observations or other comparable positioning techniques
 DM8486.and have an estimated accuracy of +/- 3 meters.
 DM8486
 DM8486.The orthometric height was determined by differential leveling and
 DM8486.adjusted by the NATIONAL GEODETIC SURVEY
 DM8486.in July 2011.
 DM8486
 DM8486.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8486.GEOID18 height accuracy estimate available here.
 DM8486
 DM8486.Click photographs - Photos may exist for this station.
 DM8486
 DM8486.The dynamic height is computed by dividing the NAVD 88
 DM8486.geopotential number by the normal gravity value computed on the
 DM8486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8486.degrees latitude (g = 980.6199 gals.).
 DM8486
 DM8486.The modeled gravity was interpolated from observed gravity values.
 DM8486
 DM8486;                    North         East    Units  Estimated Accuracy
 DM8486;SPC DE       -    81,896.7     199,436.3     MT  (+/- 3 meters HH1 GPS) 
 DM8486
 DM8486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6322387764(NAD 83)
 DM8486
 DM8486                          SUPERSEDED SURVEY CONTROL
 DM8486
 DM8486.No superseded survey control is available for this station.
 DM8486
 DM8486_MARKER: DD = SURVEY DISK
 DM8486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8486_STAMPING: T 47 2010
 DM8486_MARK LOGO: DEDT
 DM8486_PROJECTION: FLUSH
 DM8486_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8486+STABILITY: SURFACE MOTION
 DM8486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8486+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 DM8486
 DM8486  HISTORY     - Date     Condition        Report By
 DM8486  HISTORY     - 20100601 MONUMENTED       DEDT
 DM8486
 DM8486                          STATION DESCRIPTION
 DM8486
 DM8486'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (BRC)
 DM8486'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST-SOUTHWEST OF MILTON,
 DM8486'4.8 MI (7.7 KM) SOUTH OF ELLENDALE AND 3.9 MI (6.3 KM) NORTH-NORTHWEST
 DM8486'OF GEORGETOWN.
 DM8486'
 DM8486'TO REACH FROM THE INTERSECTION OF US HIGHWAY 113 (DUPONT BLVD) AND
 DM8486'STATE ROUTE 16 (BEACH HWY) PROCEED SOUTH ALONG US HIGHWAY 113 (DUPONT
 DM8486'BLVD) 5.0 MI (8.0 KM) TO THE MARK ON THE RIGHT.
 DM8486'
 DM8486'THE MARK IS 257.4 FT (78.5 M) WEST AND ACROSS THE HIGHWAY FROM A 1
 DM8486'STORY BLOCK BUILDING, 439.2 FT (133.9 M) NORTH-NORTHWEST OF A 24 INCH
 DM8486'(61 CM) REINFORCED CONCRETE ENTRANCE PIPE, 573.9 FT (174.9 M)
 DM8486'SOUTH-SOUTHEAST OF A TRAFFIC LIGHT STANDARD ON THE SOUTHWESTERLY
 DM8486'CORNER OF US HIGHWAY 113 (DUPONT BLVD) AND SUSSEX 565 (DEER FOREST RD)
 DM8486'AND 29.2 FT (8.9 M) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 DM8486'US HIGHWAY 113 (DUPONT BLVD).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0223 ***********************************************************************
 HU0223  DESIGNATION -  T 8
 HU0223  PID         -  HU0223
 HU0223  STATE/COUNTY-  DE/SUSSEX
 HU0223  COUNTRY     -  US
 HU0223  USGS QUAD   -  MILLSBORO (2016)
 HU0223
 HU0223                         *CURRENT SURVEY CONTROL
 HU0223  ______________________________________________________________________
 HU0223* NAD 83(1986) POSITION- 38 31 26.     (N) 075 21 25.     (W)   SCALED
 HU0223* NAVD 88 ORTHO HEIGHT -    13.115 (meters)       43.03  (feet) ADJUSTED
 HU0223  ______________________________________________________________________
 HU0223  GEOID HEIGHT    -        -35.766 (meters)                     GEOID18
 HU0223  DYNAMIC HEIGHT  -         13.107 (meters)       43.00  (feet) COMP
 HU0223  MODELED GRAVITY -    980,015.7   (mgal)                       NAVD 88
 HU0223
 HU0223  VERT ORDER      -  SECOND    CLASS 0
 HU0223
 HU0223.The horizontal coordinates were scaled from a map and have
 HU0223.an estimated accuracy of +/- 6 seconds.
 HU0223
 HU0223.The orthometric height was determined by differential leveling and
 HU0223.adjusted by the NATIONAL GEODETIC SURVEY
 HU0223.in June 1991.
 HU0223
 HU0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0223.GEOID18 height accuracy estimate available here.
 HU0223
 HU0223.Click photographs - Photos may exist for this station.
 HU0223
 HU0223.The dynamic height is computed by dividing the NAVD 88
 HU0223.geopotential number by the normal gravity value computed on the
 HU0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0223.degrees latitude (g = 980.6199 gals.).
 HU0223
 HU0223.The modeled gravity was interpolated from observed gravity values.
 HU0223
 HU0223;                    North         East    Units  Estimated Accuracy
 HU0223;SPC DE       -    58,150.      205,210.      MT  (+/- 180 meters Scaled)
 HU0223
 HU0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH688640(NAD 83)
 HU0223
 HU0223                          SUPERSEDED SURVEY CONTROL
 HU0223
 HU0223  NGVD 29 (11/26/84)   13.355  (m)           43.82   (f) ADJUSTED    2 0
 HU0223
 HU0223.Superseded values are not recommended for survey control.
 HU0223
 HU0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0223.See file dsdata.pdf to determine how the superseded data were derived.
 HU0223
 HU0223_MARKER: DB = BENCH MARK DISK
 HU0223_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HU0223_SP_SET: CULVERT HEADWALL
 HU0223_STAMPING: T 8 1942
 HU0223_MARK LOGO: CGS
 HU0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0223+STABILITY: SURFACE MOTION
 HU0223
 HU0223  HISTORY     - Date     Condition        Report By
 HU0223  HISTORY     - 1942     MONUMENTED       CGS
 HU0223  HISTORY     - 1965     MARK NOT FOUND   CGS
 HU0223  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0223  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HU0223  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0223
 HU0223                          STATION DESCRIPTION
 HU0223
 HU0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0223'3.1 MI N FROM GUMBORO.
 HU0223'THIS MARK IS ALONG HIGHWAY 26 ABOUT 3.1 MILES NORTH OF THE SCHOOL
 HU0223'BUILDING AT GUMSBORO, SUSSEX COUNTY, 150 FEET SOUTH OF A T
 HU0223'JUNCTION, ACROSS THE HIGHWAY FROM TELEPHONE POLE NUMBER 76, 20
 HU0223'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE EAST END
 HU0223'OF THE NORTH HEADWALL OF A LARGE CONCRETE CULVERT UNDER A DIRT ROAD
 HU0223'LEADING WEST THROUGH A CULTIVATED FIELD, AND IS A STANDARD DISK,
 HU0223'ABOUT LEVEL WITH THE PAVEMENT.
 HU0223
 HU0223                          STATION RECOVERY (1965)
 HU0223
 HU0223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 HU0223'MARK NOT FOUND.
 HU0223
 HU0223                          STATION RECOVERY (1981)
 HU0223
 HU0223'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0223'MARK NOT FOUND.
 HU0223
 HU0223                          STATION RECOVERY (1987)
 HU0223
 HU0223'RECOVERY NOTE BY US POWER SQUADRON 1987 (DAP)
 HU0223'MARK NOT FOUND.
 HU0223
 HU0223                          STATION RECOVERY (2013)
 HU0223
 HU0223'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0223'CULLVERT/HEADWALL NO LONGER EXIST
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0965 ***********************************************************************
 HU0965  DESIGNATION -  T 9
 HU0965  PID         -  HU0965
 HU0965  STATE/COUNTY-  DE/SUSSEX
 HU0965  COUNTRY     -  US
 HU0965  USGS QUAD   -  SEAFORD WEST (2016)
 HU0965
 HU0965                         *CURRENT SURVEY CONTROL
 HU0965  ______________________________________________________________________
 HU0965* NAD 83(1986) POSITION- 38 38 22.     (N) 075 40 47.     (W)   SCALED
 HU0965* NAVD 88 ORTHO HEIGHT -    11.469 (meters)       37.63  (feet) ADJUSTED
 HU0965  ______________________________________________________________________
 HU0965  GEOID HEIGHT    -        -35.523 (meters)                     GEOID18
 HU0965  DYNAMIC HEIGHT  -         11.461 (meters)       37.60  (feet) COMP
 HU0965  MODELED GRAVITY -    980,017.0   (mgal)                       NAVD 88
 HU0965
 HU0965  VERT ORDER      -  SECOND    CLASS 0
 HU0965
 HU0965.The horizontal coordinates were scaled from a map and have
 HU0965.an estimated accuracy of +/- 6 seconds.
 HU0965
 HU0965.The orthometric height was determined by differential leveling and
 HU0965.adjusted by the NATIONAL GEODETIC SURVEY
 HU0965.in June 1991.
 HU0965
 HU0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0965.GEOID18 height accuracy estimate available here.
 HU0965
 HU0965.Click photographs - Photos may exist for this station.
 HU0965
 HU0965.The dynamic height is computed by dividing the NAVD 88
 HU0965.geopotential number by the normal gravity value computed on the
 HU0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0965.degrees latitude (g = 980.6199 gals.).
 HU0965
 HU0965.The modeled gravity was interpolated from observed gravity values.
 HU0965
 HU0965;                    North         East    Units  Estimated Accuracy
 HU0965;SPC DE       -    71,010.      177,100.      MT  (+/- 180 meters Scaled)
 HU0965
 HU0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH408769(NAD 83)
 HU0965
 HU0965                          SUPERSEDED SURVEY CONTROL
 HU0965
 HU0965  NGVD 29 (11/26/84)   11.714  (m)           38.43   (f) ADJUSTED    2 0
 HU0965
 HU0965.Superseded values are not recommended for survey control.
 HU0965
 HU0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0965.See file dsdata.pdf to determine how the superseded data were derived.
 HU0965
 HU0965_MARKER: DB = BENCH MARK DISK
 HU0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0965_STAMPING: T 9 1942
 HU0965_MARK LOGO: CGS
 HU0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0965+STABILITY: SURFACE MOTION
 HU0965
 HU0965  HISTORY     - Date     Condition        Report By
 HU0965  HISTORY     - 1942     MONUMENTED       CGS
 HU0965  HISTORY     - 1943     GOOD             CGS
 HU0965  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0965  HISTORY     - 20130614 POOR             DELCOS
 HU0965  HISTORY     - 20221031 MARK NOT FOUND   USPSQD
 HU0965
 HU0965                          STATION DESCRIPTION
 HU0965
 HU0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0965'3.5 MI SW FROM SEAFORD.
 HU0965'3.5 MILES SOUTHWEST ALONG HIGHWAY 20 FROM THE CONCRETE BRIDGE
 HU0965'OVER THE RAILROAD AT SEAFORD, SUSSEX COUNTY, 29.3 FEET NORTH OF
 HU0965'THE CENTER LINE OF THE HIGHWAY.  1.8 FEET SOUTH OF POLE NUMBER
 HU0965'143, 60.5 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM THE CENTER
 HU0965'LINE OF A DIRT ROAD JUNCTION, ABOUT 2.5 FEET HIGHER THAN THE
 HU0965'HIGHWAY, 2.0 FEET FROM A STANDARD REFERENCE POST, A U.S.C. AND
 HU0965'G.S. DISK SET IN THE TOP OF A CONCRETE POST.
 HU0965
 HU0965                          STATION RECOVERY (1943)
 HU0965
 HU0965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 HU0965'RECOVERED IN GOOD CONDITION.
 HU0965
 HU0965                          STATION RECOVERY (1981)
 HU0965
 HU0965'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0965'MARK NOT FOUND.
 HU0965
 HU0965                          STATION RECOVERY (2013)
 HU0965
 HU0965'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0965'MONUMENT FOUND, BUT THE DISC WAS MISSING OR DESTROYED.
 HU0965'
 HU0965'NEXT TO TELEPHONE PEDESTAL AND POLE NUMBER 169
 HU0965
 HU0965                          STATION RECOVERY (2022)
 HU0965
 HU0965'RECOVERY NOTE BY US POWER SQUADRON 2022 (DLT)
 HU0965'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3646 ***********************************************************************
 JU3646  DESIGNATION -  TALLEYVILLE MUNICIPAL TANK
 JU3646  PID         -  JU3646
 JU3646  STATE/COUNTY-  DE/NEW CASTLE
 JU3646  COUNTRY     -  US
 JU3646  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3646
 JU3646                         *CURRENT SURVEY CONTROL
 JU3646  ______________________________________________________________________
 JU3646* NAD 83(1991) POSITION- 39 48 38.51216(N) 075 33 05.11795(W)   ADJUSTED
 JU3646  ______________________________________________________________________
 JU3646  GEOID HEIGHT    -        -32.862 (meters)                     GEOID18
 JU3646  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC18
 JU3646  HORZ ORDER      -  THIRD
 JU3646
 JU3646.The horizontal coordinates were established by classical geodetic methods
 JU3646.and adjusted by the National Geodetic Survey in January 1992.
 JU3646
 JU3646.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3646.GEOID18 height accuracy estimate available here.
 JU3646
 JU3646.Click photographs - Photos may exist for this station.
 JU3646
 JU3646.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3646
 JU3646. The following values were computed from the NAD 83(1991) position.
 JU3646
 JU3646;                    North         East     Units Scale Factor Converg.
 JU3646;SPC DE       -   201,019.940   188,461.095   MT  0.99999664   -0 05 10.6
 JU3646;SPC DE       -   659,512.92    618,309.44   sFT  0.99999664   -0 05 10.6
 JU3646;SPC PA S     -    55,347.655   788,247.087   MT  1.00002144   +1 25 35.1
 JU3646;SPC PA S     -   181,586.43  2,586,107.32   sFT  1.00002144   +1 25 35.1
 JU3646;UTM  18      - 4,406,892.292   452,800.961   MT  0.99962743   -0 21 11.0
 JU3646
 JU3646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5280006892(NAD 83)
 JU3646
 JU3646                          SUPERSEDED SURVEY CONTROL
 JU3646
 JU3646  NAD 83(1986)-  39 48 38.50846(N)    075 33 05.12235(W) AD(       ) 3
 JU3646  NAD 27      -  39 48 38.10300(N)    075 33 06.40400(W) AD(       ) 3
 JU3646
 JU3646.Superseded values are not recommended for survey control.
 JU3646
 JU3646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3646.See file dsdata.pdf to determine how the superseded data were derived.
 JU3646
 JU3646_MARKER: 53 = ELEVATED TANK
 JU3646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3646+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2010
 JU3646
 JU3646  HISTORY     - Date     Condition        Report By
 JU3646  HISTORY     - 1960     FIRST OBSERVED   CGS
 JU3646  HISTORY     - 20100925 GOOD             GEOCAC
 JU3646
 JU3646                          STATION DESCRIPTION
 JU3646
 JU3646'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2575 ***********************************************************************
 JU2575  TIDAL BM    -  This is a Tidal Bench Mark.
 JU2575  DESIGNATION -  TERMINAL WEST
 JU2575  PID         -  JU2575
 JU2575  STATE/COUNTY-  DE/NEW CASTLE
 JU2575  COUNTRY     -  US
 JU2575  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2575
 JU2575                         *CURRENT SURVEY CONTROL
 JU2575  ______________________________________________________________________
 JU2575* NAD 83(1991) POSITION- 39 43 14.49068(N) 075 31 42.68227(W)   ADJUSTED
 JU2575* NAVD 88 ORTHO HEIGHT -     2.2   (meters)        7.    (feet) VERTCON3
 JU2575  ______________________________________________________________________
 JU2575  GEOID HEIGHT    -        -33.004 (meters)                     GEOID18
 JU2575  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 JU2575  HORZ ORDER      -  THIRD
 JU2575
 JU2575.The horizontal coordinates were established by classical geodetic methods
 JU2575.and adjusted by the National Geodetic Survey in January 1992.
 JU2575
 JU2575.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2575
 JU2575.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2575.GEOID18 height accuracy estimate available here.
 JU2575
 JU2575.This Tidal Bench Mark is designated as VM 2966
 JU2575.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 JU2575
 JU2575.Click photographs - Photos may exist for this station.
 JU2575
 JU2575.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2575
 JU2575. The following values were computed from the NAD 83(1991) position.
 JU2575
 JU2575;                    North         East     Units Scale Factor Converg.
 JU2575;SPC DE       -   191,023.911   190,409.412   MT  0.99999613   -0 04 17.3
 JU2575;SPC DE       -   626,717.61    624,701.55   sFT  0.99999613   -0 04 17.3
 JU2575;SPC NJ       -    99,011.184    61,821.606   MT  0.99999570   -0 39 26.3
 JU2575;SPC NJ       -   324,839.19    202,826.39   sFT  0.99999570   -0 39 26.3
 JU2575;UTM  18      - 4,396,891.010   454,702.055   MT  0.99962526   -0 20 15.9
 JU2575
 JU2575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2575!SPC DE       -   1.00000483  x   0.99999613  =   1.00000096
 JU2575!SPC NJ       -   1.00000483  x   0.99999570  =   1.00000053
 JU2575!UTM  18      -   1.00000483  x   0.99962526  =   0.99963009
 JU2575
 JU2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5470296891(NAD 83)
 JU2575
 JU2575                          SUPERSEDED SURVEY CONTROL
 JU2575
 JU2575  NAD 83(1986)-  39 43 14.48555(N)    075 31 42.68794(W) AD(       ) 3
 JU2575  NGVD 29 (06/08/88)    2.5    (m)            8.     (f) VERT ANG       
 JU2575
 JU2575.Superseded values are not recommended for survey control.
 JU2575
 JU2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2575.See file dsdata.pdf to determine how the superseded data were derived.
 JU2575
 JU2575_MARKER: DD = SURVEY DISK
 JU2575_SETTING: 0 = UNSPECIFIED SETTING
 JU2575_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU2575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2575
 JU2575  HISTORY     - Date     Condition        Report By
 JU2575  HISTORY     - 1982     MONUMENTED       USACE
 JU2575  HISTORY     - 19930130 GOOD             USPSQD
 JU2575
 JU2575                          STATION DESCRIPTION
 JU2575
 JU2575'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1982 (RHH)
 JU2575'THE STATION IS LOCATED IN THE PORT OF WILMINGTON ON THE WEST END
 JU2575'OF THE LOADING DOCK.
 JU2575'
 JU2575'TO REACH THE STATION FROM THE MOUTH OF THE CHRISTINA RIVER, GO BY
 JU2575'BOAT WEST TO THE WEST END OF THE MARINE TERMINAL LOADING DOCK AND
 JU2575'THE STATION IN THE NORTHWEST CORNER.
 JU2575'
 JU2575'THE STATION IS A STANDARD USE DISK STAMPED---TERMINAL WEST COE
 JU2575'1966---, SET FLUSH WITH THE ASPHAULT.
 JU2575'
 JU2575'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.67 METERS.
 JU2575
 JU2575                          STATION RECOVERY (1993)
 JU2575
 JU2575'RECOVERY NOTE BY US POWER SQUADRON 1993 (BFC)
 JU2575'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1368 ***********************************************************************
 HU1368  DESIGNATION -  THOMPSON
 HU1368  PID         -  HU1368
 HU1368  STATE/COUNTY-  DE/SUSSEX
 HU1368  COUNTRY     -  US
 HU1368  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU1368
 HU1368                         *CURRENT SURVEY CONTROL
 HU1368  ______________________________________________________________________
 HU1368* NAD 83(1991) POSITION- 38 41 24.67657(N) 075 05 35.97147(W)   ADJUSTED
 HU1368* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 HU1368  ______________________________________________________________________
 HU1368  GEOID HEIGHT    -        -35.691 (meters)                     GEOID18
 HU1368  LAPLACE CORR    -          0.30  (seconds)                    DEFLEC18
 HU1368  HORZ ORDER      -  THIRD
 HU1368
 HU1368.The horizontal coordinates were established by classical geodetic methods
 HU1368.and adjusted by the National Geodetic Survey in January 1992.
 HU1368
 HU1368.The orthometric height was scaled from a topographic map.
 HU1368
 HU1368.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1368.GEOID18 height accuracy estimate available here.
 HU1368
 HU1368.Click photographs - Photos may exist for this station.
 HU1368
 HU1368.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1368
 HU1368. The following values were computed from the NAD 83(1991) position.
 HU1368
 HU1368;                    North         East     Units Scale Factor Converg.
 HU1368;SPC DE       -    76,662.183   228,131.521   MT  1.00000474   +0 12 07.6
 HU1368;SPC DE       -   251,515.85    748,461.50   sFT  1.00000474   +0 12 07.6
 HU1368;UTM  18      - 4,282,401.452   491,883.666   MT  0.99960081   -0 03 30.0
 HU1368
 HU1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1368!SPC DE       -   1.00000517  x   1.00000474  =   1.00000991
 HU1368!UTM  18      -   1.00000517  x   0.99960081  =   0.99960597
 HU1368
 HU1368:                Primary Azimuth Mark                     Grid Az
 HU1368:SPC DE       -  MIDWAY                                   135 32 00.2
 HU1368:UTM  18      -  MIDWAY                                   135 47 37.8
 HU1368
 HU1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9188382401(NAD 83)
 HU1368
 HU1368|---------------------------------------------------------------------|
 HU1368| PID    Reference Object                     Distance      Geod. Az  |
 HU1368|                                                           dddmmss.s |
 HU1368| DC8479 THOMPSON RM 2                        14.100 METERS 00312     |
 HU1368| HU1361 REHOBOTH BEACH LIFE SAVING STA      APPROX. 1.9 KM 0752918.3 |
 HU1368| HU1365 MIDWAY                              APPROX. 3.2 KM 1354407.8 |
 HU1368| DC8478 THOMPSON RM 1                        13.690 METERS 27805     |
 HU1368| HU1369 ELLA DODDS HOUSE CHIMNEY            APPROX. 1.9 KM 2853640.2 |
 HU1368|---------------------------------------------------------------------|
 HU1368
 HU1368                          SUPERSEDED SURVEY CONTROL
 HU1368
 HU1368  NAD 83(1986)-  38 41 24.66123(N)    075 05 35.98281(W) AD(       ) 3
 HU1368  NAD 27      -  38 41 24.26603(N)    075 05 37.32443(W) AD(       ) 3
 HU1368  USSD        -  38 41 24.65000(N)    075 05 37.13700(W) AD(       ) 3
 HU1368
 HU1368.Superseded values are not recommended for survey control.
 HU1368
 HU1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1368.See file dsdata.pdf to determine how the superseded data were derived.
 HU1368
 HU1368_MARKER: DS = TRIANGULATION STATION DISK
 HU1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1368_MARK LOGO: CGS
 HU1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1368+STABILITY: SURFACE MOTION
 HU1368
 HU1368  HISTORY     - Date     Condition        Report By
 HU1368  HISTORY     - 1909     MONUMENTED       CGS
 HU1368  HISTORY     - 1932     GOOD             CGS
 HU1368  HISTORY     - 1934     GOOD             CGS
 HU1368  HISTORY     - 1943     MARK NOT FOUND   CGS
 HU1368  HISTORY     - 1954     SEE DESCRIPTION  USGS
 HU1368  HISTORY     - 1962     MARK NOT FOUND   CGS
 HU1368
 HU1368                          STATION DESCRIPTION
 HU1368
 HU1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (ES)
 HU1368'THIS STATION IS ON WHAT IS KNOWN AS THOMPSONS ISLAND THOUGH
 HU1368'IT IS NOT NOW AN ISLAND.  IT IS BETWEEN THE CANAL AND NE
 HU1368'PART OF REHOBOTH BAY.  IT IS NOT ON HIGHEST POINT, BUT ON
 HU1368'A HILL N OF HIGHEST.
 HU1368'
 HU1368'STATION IS MARKED WITH COPPER TRIANGULATION STATION MARK
 HU1368'SET IN CEMENT 3 FEET BELOW SURFACE AND ABOVE THIS A CEMENT
 HU1368'BLOCK IN WHICH IS SET A COPPER TRIANGULATION STATION MARK
 HU1368'FASTENED IN 1-INCH GALVANIZED-IRON PIPE 18 INCHES LONG.
 HU1368'
 HU1368'REFERENCE MARK NO. 1 IS CEMENT POST WITH BOTTLE TO MARK
 HU1368'CENTER AND IS TO W.
 HU1368'
 HU1368'REFERENCE MARK NO. 2 IS CEMENT POST WITH CIRCLE AND NAIL TO
 HU1368'MARK CENTER AND IS TO N.
 HU1368
 HU1368                          STATION RECOVERY (1932)
 HU1368
 HU1368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (ERM)
 HU1368'STATION RECOVERED, MARK AND REFERENCES IN GOOD CONDITION.
 HU1368'
 HU1368'TO REACH, GO OUT CANAL ROAD, THROUGH FARM.
 HU1368
 HU1368                          STATION RECOVERY (1934)
 HU1368
 HU1368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1368'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 HU1368'CONDITION.  ORIGINAL DESCRIPTION REVISED TO READ AS FOLLOWS--ON
 HU1368'THOMPSON ISLAND AT THE NE CORNER OF REHOBOTH BAY AND E OF THE
 HU1368'ENTRANCE TO THE LEWES AND REHOBOTH CANAL.  THE ISLAND IS
 HU1368'CONNECTED WITH THE MAINLAND BY THE SPOIL BANK ON THE E SIDE
 HU1368'OF THE CANAL.  THE STATION AND REFERENCE MARKS ARE SET ON THE
 HU1368'MOST NORTHERLY HILL ON THE ISLAND IN OPEN GRASS-COVERED GROUND,
 HU1368'WHICH WAS ONCE CULTIVATED.
 HU1368'
 HU1368'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 HU1368'IN CONCRETE.
 HU1368'
 HU1368'REFERENCE MARK NO. 1 IS A CONCRETE POST WITH GLASS BOTTLE
 HU1368'MARKING CENTER.
 HU1368'
 HU1368'REFERENCE MARK NO. 2 IS A CONCRETE POST WITH CIRCLE AND NAIL
 HU1368'MARKING CENTER.
 HU1368
 HU1368                          STATION RECOVERY (1943)
 HU1368
 HU1368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1368'RECOVERED AS DESCRIBED, WITH THE FOLLOWING DISCREPANCIES--
 HU1368'
 HU1368'1.  REFERENCE MARK 1 IS 13.670 METERS (44.85 FEET) NW OF
 HU1368'THE STATION.
 HU1368'
 HU1368'2.  REFERENCE MARK 2 IS 14.100 METERS (46.26 FEET) NE OF
 HU1368'THE STATION.
 HU1368
 HU1368                          STATION RECOVERY (1954)
 HU1368
 HU1368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 HU1368'THE UNDERGROUND MARK MAY STILL BE THERE, BUT ALL THE SURFACE
 HU1368'MARKS ARE GONE.  IT IS A CORN FIELD NOW.
 HU1368
 HU1368                          STATION RECOVERY (1962)
 HU1368
 HU1368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JKW)
 HU1368'LOST.  THE AREA IS NOW A CULTIVATED FIELD.  ALL SURFACE MARKS
 HU1368'REPORTED LOST IN 1954.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2576 ***********************************************************************
 JU2576  DESIGNATION -  THORNY
 JU2576  PID         -  JU2576
 JU2576  STATE/COUNTY-  DE/NEW CASTLE
 JU2576  COUNTRY     -  US
 JU2576  USGS QUAD   -  TAYLORS BRIDGE (2016)
 JU2576
 JU2576                         *CURRENT SURVEY CONTROL
 JU2576  ______________________________________________________________________
 JU2576* NAD 83(1991) POSITION- 39 28 56.35221(N) 075 35 29.74329(W)   ADJUSTED
 JU2576* NAD 83(1991) ELLIP HT-   -31.724 (meters)        (09/01/99)   ADJUSTED
 JU2576* NAVD 88 ORTHO HEIGHT -     2.5   (meters)        8.    (feet) VERTCON3
 JU2576  ______________________________________________________________________
 JU2576  GEOID HEIGHT    -        -33.598 (meters)                     GEOID18
 JU2576  NAD 83(1991) X  -  1,226,599.687 (meters)                     COMP
 JU2576  NAD 83(1991) Y  - -4,774,382.764 (meters)                     COMP
 JU2576  NAD 83(1991) Z  -  4,033,768.523 (meters)                     COMP
 JU2576  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 JU2576  HORZ ORDER      -  THIRD
 JU2576  ELLP ORDER      -  FOURTH    CLASS I
 JU2576
 JU2576.The horizontal coordinates were established by classical geodetic methods
 JU2576.and adjusted by the National Geodetic Survey in January 1992.
 JU2576
 JU2576.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2576
 JU2576.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2576.GEOID18 height accuracy estimate available here.
 JU2576
 JU2576.Click photographs - Photos may exist for this station.
 JU2576
 JU2576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU2576
 JU2576.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2576
 JU2576.The ellipsoidal height was determined by GPS observations
 JU2576.and is referenced to NAD 83.
 JU2576
 JU2576. The following values were computed from the NAD 83(1991) position.
 JU2576
 JU2576;                    North         East     Units Scale Factor Converg.
 JU2576;SPC DE       -   164,566.966   184,950.045   MT  0.99999779   -0 06 40.4
 JU2576;SPC DE       -   539,916.79    606,790.27   sFT  0.99999779   -0 06 40.4
 JU2576;SPC NJ       -    72,611.160    56,092.659   MT  1.00000854   -0 41 38.9
 JU2576;SPC NJ       -   238,225.11    184,030.67   sFT  1.00000854   -0 41 38.9
 JU2576;UTM  18      - 4,370,469.395   449,122.155   MT  0.99963187   -0 22 34.2
 JU2576
 JU2576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2576!SPC DE       -   1.00000498  x   0.99999779  =   1.00000277
 JU2576!SPC NJ       -   1.00000498  x   1.00000854  =   1.00001352
 JU2576!UTM  18      -   1.00000498  x   0.99963187  =   0.99963685
 JU2576
 JU2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4912270469(NAD 83)
 JU2576
 JU2576                          SUPERSEDED SURVEY CONTROL
 JU2576
 JU2576  NAD 83(1986)-  39 28 56.34340(N)    075 35 29.75195(W) AD(       ) 3
 JU2576  NGVD 29 (06/08/88)    2.7    (m)            9.     (f) VERT ANG       
 JU2576
 JU2576.Superseded values are not recommended for survey control.
 JU2576
 JU2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2576.See file dsdata.pdf to determine how the superseded data were derived.
 JU2576
 JU2576_MARKER: DD = SURVEY DISK
 JU2576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2576_STAMPING: THORNY 1983
 JU2576_MARK LOGO: NOS
 JU2576_PROJECTION: FLUSH
 JU2576_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU2576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2576+STABILITY: SURFACE MOTION
 JU2576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2576+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1986
 JU2576
 JU2576  HISTORY     - Date     Condition        Report By
 JU2576  HISTORY     - 1984     MONUMENTED       NOS
 JU2576  HISTORY     - 1984     GOOD             NOS
 JU2576  HISTORY     - 1986     GOOD             LOCSUR
 JU2576  HISTORY     - 19861016 GOOD             NOS
 JU2576
 JU2576                          STATION DESCRIPTION
 JU2576
 JU2576'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 JU2576'THE STATION IS LOCATED ON THE WESTERN SHORE OF DELAWARE RIVER
 JU2576'SOUTH END OF THE COMMUNITY CALLED BAY VIEW BEACH, 0.3 MILE
 JU2576'NORTH FROM THE MOUTH OF SILVER RUN, AND 80 FEET SOUTH FROM
 JU2576'LISTON RANGE FRONT LIGHT.
 JU2576'
 JU2576'TO REACH THE STATION FROM THE SOUTH END OF THE REEDY ISLAND DIKE,
 JU2576'GO BY BOAT NORTHWEST TO LISTON RANGE FRONT LIGHT AND THE
 JU2576'VICINITY OF THE STATION.
 JU2576'
 JU2576'THE STATION IS A STANDARD NOS DISK
 JU2576'STAMPED---THORNY 1983---,
 JU2576'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 JU2576'FLUSH WITH GROUND.  IT IS LOCATED
 JU2576'25.11 METERS (82.39 FT) SOUTH FROM A DISK STAMPED---LISTON
 JU2576'FRONT RM NO 1---,
 JU2576'24.34 METERS (79.84 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER
 JU2576'OF LISTON RANGE FRONT LIGHT,
 JU2576'10.1 METERS (33.2 FT) NORTHWEST FROM THE METAL FENCE AND GATE
 JU2576'WHERE IT INTERSECTS THE CONCRETE BULKHEAD, AND
 JU2576'1.09 METERS (3.56 FT) WEST FROM THE OUTER EDGE OF THE CONCRETE
 JU2576'BULKHEAD.
 JU2576'
 JU2576'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.62 METERS.
 JU2576
 JU2576                          STATION RECOVERY (1984)
 JU2576
 JU2576'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984
 JU2576'RECOVERED IN GOOD CONDITION.
 JU2576
 JU2576                          STATION RECOVERY (1986)
 JU2576
 JU2576'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (JDR)
 JU2576'NO RECOVERY NOTE SUBMITTED
 JU2576
 JU2576                          STATION RECOVERY (1986)
 JU2576
 JU2576'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986
 JU2576'THE STATION IS LOCATED ON THE WESTERN SHORE OF DELAWARE RIVER S END OF
 JU2576'THE COMMUNITY CALLED BAY VIEW BEACH, 0.3 MI N FROM THE MOUTH OF SILVER
 JU2576'RUN, AND 80 FT S FROM LISTON RANGE FRONT LIGHT.
 JU2576'TO REACH THE STATION FROM THE S END OF THE REEDY ISLAND DIKE, PROCEED
 JU2576'BY BOAT NW TO LISTON RANGE FRONT LIGHT AND THE VICINITY OF THE
 JU2576'STATION.
 JU2576'THE STATION IS A STANDARD NOS DISK SET INTO THE TOP OF A ROUND
 JU2576'CONCRETE MONUMENT 20 CM IN DIAMETER FLUSH WITH THE GROUND.  IS IT
 JU2576'LOCATED 25.11 M (82.4 FT) S FROM A DISK STAMPED---LISTON FRONT RM NO
 JU2576'1---, 24.34 M (79.9 FT) SSE FROM THE SE CORNER OF LISTON RANGE FRONT
 JU2576'LIGHT, 10.1 M (33.1 FT) NW FROM THE METAL FENCE AND GATE WHERE IT
 JU2576'INTERSECTS THE CONCRETE BULKHEAD, AND 1.09 M (3.6 FT) W FROM THE OUTER
 JU2576'EDGE OF THE CONCRETE BULKHEAD.
 JU2576'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.62 M (5.3 FT) .
 JU2576'DESCRIBED BY J. DANIEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3813 ***********************************************************************
 JU3813  DESIGNATION -  TIANA
 JU3813  PID         -  JU3813
 JU3813  STATE/COUNTY-  DE/NEW CASTLE
 JU3813  COUNTRY     -  US
 JU3813  USGS QUAD   -  NEWARK EAST (2016)
 JU3813
 JU3813                         *CURRENT SURVEY CONTROL
 JU3813  ______________________________________________________________________
 JU3813* NAD 83(1991) POSITION- 39 41 18.79969(N) 075 39 36.32336(W)   ADJUSTED
 JU3813* NAVD 88 ORTHO HEIGHT -    23.    (meters)       75.    (feet) SCALED
 JU3813  ______________________________________________________________________
 JU3813  GEOID HEIGHT    -        -32.975 (meters)                     GEOID18
 JU3813  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 JU3813  HORZ ORDER      -  SECOND
 JU3813
 JU3813.The horizontal coordinates were established by classical geodetic methods
 JU3813.and adjusted by the National Geodetic Survey in January 1992.
 JU3813
 JU3813.The orthometric height was scaled from a topographic map.
 JU3813
 JU3813.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3813.GEOID18 height accuracy estimate available here.
 JU3813
 JU3813.Click photographs - Photos may exist for this station.
 JU3813
 JU3813.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3813
 JU3813. The following values were computed from the NAD 83(1991) position.
 JU3813
 JU3813;                    North         East     Units Scale Factor Converg.
 JU3813;SPC DE       -   187,478.203   179,119.122   MT  1.00000037   -0 09 19.6
 JU3813;SPC DE       -   615,084.74    587,659.99   sFT  1.00000037   -0 09 19.6
 JU3813;UTM  18      - 4,393,399.072   443,399.550   MT  0.99963944   -0 25 17.6
 JU3813
 JU3813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3813!SPC DE       -   1.00000162  x   1.00000037  =   1.00000199
 JU3813!UTM  18      -   1.00000162  x   0.99963944  =   0.99964106
 JU3813
 JU3813:                Primary Azimuth Mark                     Grid Az
 JU3813:SPC DE       -  PINESWAMP                                229 47 14.3
 JU3813:UTM  18      -  PINESWAMP                                230 03 12.3
 JU3813
 JU3813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4339993399(NAD 83)
 JU3813
 JU3813|---------------------------------------------------------------------|
 JU3813| PID    Reference Object                     Distance      Geod. Az  |
 JU3813|                                                           dddmmss.s |
 JU3813| JU1690 TIANA RM 1                           25.352 METERS 03834     |
 JU3813| JU1691 TIANA RM 2                           24.320 METERS 12911     |
 JU3813| JU3814 PINESWAMP                           APPROX. 2.3 KM 2293754.7 |
 JU3813|---------------------------------------------------------------------|
 JU3813
 JU3813                          SUPERSEDED SURVEY CONTROL
 JU3813
 JU3813  NAD 83(1986)-  39 41 18.79432(N)    075 39 36.33045(W) AD(       ) 2
 JU3813  NAD 27      -  39 41 18.39620(N)    075 39 37.58570(W) AD(       ) 2
 JU3813
 JU3813.Superseded values are not recommended for survey control.
 JU3813
 JU3813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3813.See file dsdata.pdf to determine how the superseded data were derived.
 JU3813
 JU3813_MARKER: DS = TRIANGULATION STATION DISK
 JU3813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3813_STAMPING: TIANA 1958
 JU3813_MARK LOGO: CGS
 JU3813_PROJECTION: RECESSED 46 CENTIMETERS
 JU3813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3813+STABILITY: SURFACE MOTION
 JU3813
 JU3813  HISTORY     - Date     Condition        Report By
 JU3813  HISTORY     - 1958     MONUMENTED       CGS
 JU3813  HISTORY     - 1975     MARK NOT FOUND   NGS
 JU3813  HISTORY     - 1977     MARK NOT FOUND   NGS
 JU3813
 JU3813                          STATION DESCRIPTION
 JU3813
 JU3813'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JU3813'STATION IS LOCATED ABOUT 1.6 MILES NORTH OF CHRISTIANA, ABOUT
 JU3813'2-1/2 MILES SOUTHWEST OF NEWPORT AND ABOUT 1.0 MILE SOUTH OF
 JU3813'DELAWARE PARK.  STATION IS 58 FEET WEST OF FENCELINE, 86 FEET
 JU3813'SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF POULTRY HOUSE AND 90
 JU3813'FEET WEST-NORTHWEST OF NORTHWEST CORNER OF BARN.  THE MARK IS
 JU3813'A STANDARD STATION DISK SET IN A CONCRETE CYLINDER WHICH IS
 JU3813'ABOUT 1.5 FEET BELOW THE SURFACE OF GROUND AND THE DISK IS
 JU3813'STAMPED TIANA 1958.
 JU3813'
 JU3813'REFERENCE MARK NO. 1 IS 26-1/2 FEET SOUTH OF SOUTHWEST CORNER
 JU3813'OF POULTRY HOUSE AND 1-1/2 FEET WEST OF FENCELINE.  THE MARK
 JU3813'IS A STANDARD REFERENCE DISK SET IN A 12X12 INCH CONCRETE
 JU3813'MONUMENT, FLUSH WITH THE GROUND AND THE DISK IS STAMPED TIANA
 JU3813'NO 1 1958.
 JU3813'
 JU3813'REFERENCE MARK NO. 2 IS 16 FEET WEST OF THE SOUTHWEST CORNER
 JU3813'OF A CONCRETE BLOCK MILK HOUSE AND 1-1/2 FEET WEST OF
 JU3813'FENCELINE.  THE MARK IS A STANDARD REFERENCE DISK SET IN A
 JU3813'12X12 INCH CONCRETE MONUMENT, FLUSH WITH THE GROUND AND THE
 JU3813'DISK IS STAMPED TIANA NO 2 1958.
 JU3813'
 JU3813'DELAWARE PARK, WATER TANK IS VISIBLE FROM GROUND AND WAS
 JU3813'USED AS AZIMUTH MARK.
 JU3813'
 JU3813'TO REACH FROM THE SIGNAL LIGHT AT THE MAIN INTERSECTION IN
 JU3813'CHRISTIANA, GO NORTHERLY ON STATE HIGHWAY NO. 7 FOR 1.65 MILE
 JU3813'TO INTERSECTION OF CHURCHMANS ROAD.  TURN LEFT AND GO WESTERLY
 JU3813'ON CHURCHMANS ROAD FOR 0.15 MILE TO FARM DRIVEWAY ON LEFT
 JU3813'(SOUTH) SIDE OF ROAD.  TURN LEFT AND GO SOUTHWESTERLY ON
 JU3813'DRIVEWAY FOR 0.05 MILE TO BARN.  TURN RIGHT AND GO
 JU3813'WEST-NORTHWEST FOR 90 FEET TO STATION AS DESCRIBED.
 JU3813'
 JU3813'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JU3813
 JU3813                          STATION RECOVERY (1975)
 JU3813
 JU3813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3813'LOST.  STATION AND REFERENCE MARKS WERE SEARCHED FOR BY A TWO
 JU3813'MAN FIELD PARTY FOR SEVERAL HOURS WITH NO EVIDENCE OF MARKS
 JU3813'BEING FOUND.  DISTANCE FROM ONLY EXISTING RUINS OF POULTRY
 JU3813'HOUSE WERE USED TO NO AVAIL.  IT IS BELIEVED TO BE LOST DUE
 JU3813'TO CONSTRUCTION OF I-95 BUT MAY BE LOCATED THROUGH EXTENSIVE
 JU3813'SURVEY METHODS.
 JU3813
 JU3813                          STATION RECOVERY (1977)
 JU3813
 JU3813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 JU3813'LOST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1690 ***********************************************************************
 JU1690  DESIGNATION -  TIANA RM 1
 JU1690  PID         -  JU1690
 JU1690  STATE/COUNTY-  DE/NEW CASTLE
 JU1690  COUNTRY     -  US
 JU1690  USGS QUAD   -  NEWARK EAST (2016)
 JU1690
 JU1690                         *CURRENT SURVEY CONTROL
 JU1690  ______________________________________________________________________
 JU1690* NAD 83(1986) POSITION- 39 41 19.44   (N) 075 39 35.66   (W)   HD_HELD1
 JU1690* NAVD 88 ORTHO HEIGHT -    22.329 (meters)       73.26  (feet) ADJUSTED
 JU1690  ______________________________________________________________________
 JU1690  GEOID HEIGHT    -        -32.975 (meters)                     GEOID18
 JU1690  DYNAMIC HEIGHT  -         22.319 (meters)       73.22  (feet) COMP
 JU1690  MODELED GRAVITY -    980,165.4   (mgal)                       NAVD 88
 JU1690
 JU1690  VERT ORDER      -  SECOND    CLASS 0
 JU1690
 JU1690.The horizontal coordinates were determined by differentially corrected
 JU1690.hand held GPS observations or other comparable positioning techniques
 JU1690.and have an estimated accuracy of +/- 3 meters.
 JU1690
 JU1690.The orthometric height was determined by differential leveling and
 JU1690.adjusted by the NATIONAL GEODETIC SURVEY
 JU1690.in June 1991.
 JU1690
 JU1690.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1690.GEOID18 height accuracy estimate available here.
 JU1690
 JU1690.Click photographs - Photos may exist for this station.
 JU1690
 JU1690.The dynamic height is computed by dividing the NAVD 88
 JU1690.geopotential number by the normal gravity value computed on the
 JU1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1690.degrees latitude (g = 980.6199 gals.).
 JU1690
 JU1690.The modeled gravity was interpolated from observed gravity values.
 JU1690
 JU1690;                    North         East    Units  Estimated Accuracy
 JU1690;SPC DE       -   187,497.9     179,135.0     MT  (+/- 3 meters HH1 GPS) 
 JU1690
 JU1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4341593418(NAD 83)
 JU1690
 JU1690                          SUPERSEDED SURVEY CONTROL
 JU1690
 JU1690  NGVD 29 (11/26/84)   22.676  (m)           74.40   (f) ADJUSTED    2 0
 JU1690
 JU1690.Superseded values are not recommended for survey control.
 JU1690
 JU1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1690.See file dsdata.pdf to determine how the superseded data were derived.
 JU1690
 JU1690_MARKER: DR = REFERENCE MARK DISK
 JU1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1690_STAMPING: TIANA NO 1 1958
 JU1690_MARK LOGO: CGS
 JU1690_PROJECTION: FLUSH
 JU1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1690+STABILITY: SURFACE MOTION
 JU1690
 JU1690  HISTORY     - Date     Condition        Report By
 JU1690  HISTORY     - 1958     MONUMENTED       CGS
 JU1690  HISTORY     - 1959     GOOD             CGS
 JU1690  HISTORY     - 19920530 MARK NOT FOUND   USPSQD
 JU1690
 JU1690                          STATION DESCRIPTION
 JU1690
 JU1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1690'2 MI N FROM CHRISTIANA.
 JU1690'1.65 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 JU1690'STATE HIGHWAY 273 AT CHRISTIANA, THENCE ABOUT 0.15 MILE WEST-NORTHWEST
 JU1690'ALONG CHURCHMANS ROAD, THENCE ABOUT 0.15 MILE SOUTHWEST ALONG
 JU1690'A DRIVE TO A FARMHOUSE AND BARN, 26 1/2 FEET SOUTH OF THE
 JU1690'SOUTHWEST CORNER OF POULTRY HOUSE, 1 1/2 FEET WEST OF A FENCE
 JU1690'LINE, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JU1690
 JU1690                          STATION RECOVERY (1992)
 JU1690
 JU1690'RECOVERY NOTE BY US POWER SQUADRON 1992
 JU1690'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1691 ***********************************************************************
 JU1691  DESIGNATION -  TIANA RM 2
 JU1691  PID         -  JU1691
 JU1691  STATE/COUNTY-  DE/NEW CASTLE
 JU1691  COUNTRY     -  US
 JU1691  USGS QUAD   -  NEWARK EAST (2016)
 JU1691
 JU1691                         *CURRENT SURVEY CONTROL
 JU1691  ______________________________________________________________________
 JU1691* NAD 83(1986) POSITION- 39 41 18.30   (N) 075 39 35.53   (W)   HD_HELD1
 JU1691* NAVD 88 ORTHO HEIGHT -    23.025 (meters)       75.54  (feet) ADJUSTED
 JU1691  ______________________________________________________________________
 JU1691  GEOID HEIGHT    -        -32.976 (meters)                     GEOID18
 JU1691  DYNAMIC HEIGHT  -         23.015 (meters)       75.51  (feet) COMP
 JU1691  MODELED GRAVITY -    980,165.4   (mgal)                       NAVD 88
 JU1691
 JU1691  VERT ORDER      -  SECOND    CLASS 0
 JU1691
 JU1691.The horizontal coordinates were determined by differentially corrected
 JU1691.hand held GPS observations or other comparable positioning techniques
 JU1691.and have an estimated accuracy of +/- 3 meters.
 JU1691
 JU1691.The orthometric height was determined by differential leveling and
 JU1691.adjusted by the NATIONAL GEODETIC SURVEY
 JU1691.in June 1991.
 JU1691
 JU1691.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1691.GEOID18 height accuracy estimate available here.
 JU1691
 JU1691.Click photographs - Photos may exist for this station.
 JU1691
 JU1691.The dynamic height is computed by dividing the NAVD 88
 JU1691.geopotential number by the normal gravity value computed on the
 JU1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1691.degrees latitude (g = 980.6199 gals.).
 JU1691
 JU1691.The modeled gravity was interpolated from observed gravity values.
 JU1691
 JU1691;                    North         East    Units  Estimated Accuracy
 JU1691;SPC DE       -   187,462.7     179,138.0     MT  (+/- 3 meters HH1 GPS) 
 JU1691
 JU1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4341893383(NAD 83)
 JU1691
 JU1691                          SUPERSEDED SURVEY CONTROL
 JU1691
 JU1691  NGVD 29 (11/26/84)   23.372  (m)           76.68   (f) ADJUSTED    2 0
 JU1691
 JU1691.Superseded values are not recommended for survey control.
 JU1691
 JU1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1691.See file dsdata.pdf to determine how the superseded data were derived.
 JU1691
 JU1691_MARKER: DR = REFERENCE MARK DISK
 JU1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1691_STAMPING: TIANA NO 2 1958
 JU1691_MARK LOGO: CGS
 JU1691_PROJECTION: FLUSH
 JU1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1691+STABILITY: SURFACE MOTION
 JU1691
 JU1691  HISTORY     - Date     Condition        Report By
 JU1691  HISTORY     - 1958     MONUMENTED       CGS
 JU1691  HISTORY     - 1959     GOOD             CGS
 JU1691  HISTORY     - 19920530 MARK NOT FOUND   USPSQD
 JU1691
 JU1691                          STATION DESCRIPTION
 JU1691
 JU1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1691'2 MI N FROM CHRISTIANA.
 JU1691'1.65 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF
 JU1691'STATE HIGHWAY 273 AT CHRISTIANA, THENCE ABOUT 0.15 MILE
 JU1691'WEST-NORTHWEST ALONG CHURCHMANS ROAD, THENCE ABOUT 0.15 MILE
 JU1691'SOUTHWEST ALONG A DRIVE TO A FARMHOUSE AND BARN, 16 FEET WEST OF
 JU1691'THE SOUTHWEST CORNER OF A SMALL CONCRETE BLOCK MILKHOUSE BUILDING,
 JU1691'1 1/2 FEET WEST OF A FENCE LINE, AND SET IN TOP OF A CONCRETE
 JU1691'POST FLUSH WITH THE GROUND.
 JU1691
 JU1691                          STATION RECOVERY (1992)
 JU1691
 JU1691'RECOVERY NOTE BY US POWER SQUADRON 1992
 JU1691'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0129 ***********************************************************************
 HU0129  DESIGNATION -  TIDAL 1 STA 1
 HU0129  PID         -  HU0129
 HU0129  STATE/COUNTY-  DE/SUSSEX
 HU0129  COUNTRY     -  US
 HU0129  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU0129
 HU0129                         *CURRENT SURVEY CONTROL
 HU0129  ______________________________________________________________________
 HU0129* NAD 83(1986) POSITION- 38 43 00.     (N) 075 04 34.     (W)   SCALED
 HU0129* NAVD 88 ORTHO HEIGHT -     4.359 (meters)       14.30  (feet) ADJUSTED
 HU0129  ______________________________________________________________________
 HU0129  GEOID HEIGHT    -        -35.675 (meters)                     GEOID18
 HU0129  DYNAMIC HEIGHT  -          4.356 (meters)       14.29  (feet) COMP
 HU0129  MODELED GRAVITY -    980,035.0   (mgal)                       NAVD 88
 HU0129
 HU0129  VERT ORDER      -  SECOND    CLASS 0
 HU0129
 HU0129.The horizontal coordinates were scaled from a map and have
 HU0129.an estimated accuracy of +/- 6 seconds.
 HU0129
 HU0129.The orthometric height was determined by differential leveling and
 HU0129.adjusted by the NATIONAL GEODETIC SURVEY
 HU0129.in June 1991.
 HU0129
 HU0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0129.GEOID18 height accuracy estimate available here.
 HU0129
 HU0129.Click photographs - Photos may exist for this station.
 HU0129
 HU0129.The dynamic height is computed by dividing the NAVD 88
 HU0129.geopotential number by the normal gravity value computed on the
 HU0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0129.degrees latitude (g = 980.6199 gals.).
 HU0129
 HU0129.The modeled gravity was interpolated from observed gravity values.
 HU0129
 HU0129;                    North         East    Units  Estimated Accuracy
 HU0129;SPC DE       -    79,610.      229,620.      MT  (+/- 180 meters Scaled)
 HU0129
 HU0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH933853(NAD 83)
 HU0129
 HU0129                          SUPERSEDED SURVEY CONTROL
 HU0129
 HU0129  NGVD 29 (11/26/84)    4.595  (m)           15.08   (f) ADJUSTED    2 0
 HU0129
 HU0129.Superseded values are not recommended for survey control.
 HU0129
 HU0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0129.See file dsdata.pdf to determine how the superseded data were derived.
 HU0129
 HU0129_MARKER: DB = BENCH MARK DISK
 HU0129_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HU0129_SP_SET: SIDEWALK
 HU0129_STAMPING: NO 1 1929
 HU0129_MARK LOGO: CGS
 HU0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0129
 HU0129  HISTORY     - Date     Condition        Report By
 HU0129  HISTORY     - 1929     MONUMENTED       CGS
 HU0129  HISTORY     - 1961     GOOD             CGS
 HU0129  HISTORY     - 1962     GOOD             CGS
 HU0129  HISTORY     - 1998     MARK NOT FOUND   USPSQD
 HU0129  HISTORY     - 20061007 MARK NOT FOUND   GEOCAC
 HU0129
 HU0129                          STATION DESCRIPTION
 HU0129
 HU0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HU0129'AT REHOBOTH BEACH.
 HU0129'49 FEET WEST OF THE WEST EDGE OF THE BOARDWALK AND 15.6 FEET NORTH
 HU0129'OF THE NORTH EDGE OF REHOBOTH AVENUE.  SET IN A DRILL HOLE IN THE
 HU0129'CONCRETE SIDEWALK AT THE SOUTHEAST CORNER OF THE SECOND BUILDING
 HU0129'FROM THE BOARDWALK ON THE NORTH SIDE OF REHOBOTH AVENUE.
 HU0129'NOTE--1962 REPORT- A PORTION OF THE SIDEWALK IS
 HU0129'BROKEN OFF.  THE ELEVATION OF THE MARK HAS CHANGED BUT MARK
 HU0129'APPEARS TO BE STABLE.
 HU0129
 HU0129                          STATION RECOVERY (1962)
 HU0129
 HU0129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HU0129'RECOVERED IN GOOD CONDITION.
 HU0129
 HU0129                          STATION RECOVERY (1998)
 HU0129
 HU0129'RECOVERY NOTE BY US POWER SQUADRON 1998
 HU0129'MARK NOT FOUND.
 HU0129
 HU0129                          STATION RECOVERY (2006)
 HU0129
 HU0129'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU0129'SIDEWALK HAS BEEN REPLACED - MARK APPEARS TO HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1054 ***********************************************************************
 JU1054  DESIGNATION -  TIDAL 1 STA 4
 JU1054  PID         -  JU1054
 JU1054  STATE/COUNTY-  DE/KENT
 JU1054  COUNTRY     -  US
 JU1054  USGS QUAD   -  FREDERICA (2016)
 JU1054
 JU1054                         *CURRENT SURVEY CONTROL
 JU1054  ______________________________________________________________________
 JU1054* NAD 83(1986) POSITION- 39 03 30.     (N) 075 23 50.     (W)   SCALED
 JU1054* NAVD 88 ORTHO HEIGHT -     1.64  (+/-2cm)        5.4   (feet) VERTCON3
 JU1054  ______________________________________________________________________
 JU1054  GEOID HEIGHT    -        -34.915 (meters)                     GEOID18
 JU1054  VERT ORDER      -  ? (See Below)
 JU1054
 JU1054.The horizontal coordinates were scaled from a map and have
 JU1054.an estimated accuracy of +/- 6 seconds.
 JU1054
 JU1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU1054
 JU1054.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1054.GEOID18 height accuracy estimate available here.
 JU1054
 JU1054.The vertical order pertains to the NGVD 29 superseded value.
 JU1054
 JU1054.Click photographs - Photos may exist for this station.
 JU1054
 JU1054;                    North         East    Units  Estimated Accuracy
 JU1054;SPC DE       -   117,480.      201,680.      MT  (+/- 180 meters Scaled)
 JU1054
 JU1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ656233(NAD 83)
 JU1054
 JU1054                          SUPERSEDED SURVEY CONTROL
 JU1054
 JU1054  NGVD 29 (11/26/84)    1.877  (m)            6.16   (f) ADJUSTED       
 JU1054
 JU1054.Superseded values are not recommended for survey control.
 JU1054
 JU1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1054.See file dsdata.pdf to determine how the superseded data were derived.
 JU1054
 JU1054_MARKER: DB = BENCH MARK DISK
 JU1054_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU1054_SP_SET: PLATFORM
 JU1054_STAMPING: NO 1 1953
 JU1054_MARK LOGO: CGS
 JU1054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1054
 JU1054  HISTORY     - Date     Condition        Report By
 JU1054  HISTORY     - 1953     MONUMENTED       CGS
 JU1054  HISTORY     - 1963     GOOD             CGS
 JU1054  HISTORY     - 1963     SEE DESCRIPTION  CGS
 JU1054
 JU1054                          STATION DESCRIPTION
 JU1054
 JU1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1054'AT BOWERS, KENT COUNTY, ON THE NORTH BANK OF MURDERKILL RIVER, 10
 JU1054'FEET NORTH OF THE EDGE OF THE PIER, AT A BUILDING OWNED BY JOHN
 JU1054'PETERSON AND LEASED BY THE U.S. AIR FORCE FOR CRASH BOAT CREW, AND
 JU1054'IN THE SOUTHEAST CORNER OF THE CONCRETE PLATFORM IN FRONT OF THE
 JU1054'BUILDING.  A STANDARD DISK, STAMPED NO 1 1953.
 JU1054
 JU1054                          STATION RECOVERY (1963)
 JU1054
 JU1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU1054'NOTE--MISSING OBSERVATION DATA MAKES IT IMPOSSIBLE TO REAJUST THIS
 JU1054'LEVELING TO THE 1972, 1981 STANDARDS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1020 ***********************************************************************
 JU1020  DESIGNATION -  TIDAL 1 STA 5
 JU1020  PID         -  JU1020
 JU1020  STATE/COUNTY-  DE/KENT
 JU1020  COUNTRY     -  US
 JU1020  USGS QUAD   -  BOMBAY HOOK ISLAND (2016)
 JU1020
 JU1020                         *CURRENT SURVEY CONTROL
 JU1020  ______________________________________________________________________
 JU1020* NAD 83(1986) POSITION- 39 20 01.     (N) 075 28 29.     (W)   SCALED
 JU1020* NAVD 88 ORTHO HEIGHT -     1.82  (+/-2cm)        6.0   (feet) VERTCON3
 JU1020  ______________________________________________________________________
 JU1020  GEOID HEIGHT    -        -33.914 (meters)                     GEOID18
 JU1020  VERT ORDER      -  ? (See Below)
 JU1020
 JU1020.The horizontal coordinates were scaled from a map and have
 JU1020.an estimated accuracy of +/- 6 seconds.
 JU1020
 JU1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU1020
 JU1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1020.GEOID18 height accuracy estimate available here.
 JU1020
 JU1020.The vertical order pertains to the NGVD 29 superseded value.
 JU1020
 JU1020.Click photographs - Photos may exist for this station.
 JU1020
 JU1020;                    North         East    Units  Estimated Accuracy
 JU1020;SPC DE       -   148,040.      195,000.      MT  (+/- 180 meters Scaled)
 JU1020
 JU1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ590539(NAD 83)
 JU1020
 JU1020                          SUPERSEDED SURVEY CONTROL
 JU1020
 JU1020  NGVD 29 (??/??/92)    2.063  (m)            6.77   (f) ADJ UNCH       
 JU1020
 JU1020.Superseded values are not recommended for survey control.
 JU1020
 JU1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1020.See file dsdata.pdf to determine how the superseded data were derived.
 JU1020
 JU1020_MARKER: DB = BENCH MARK DISK
 JU1020_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 JU1020_STAMPING: NO 1 1953
 JU1020_MARK LOGO: CGS
 JU1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1020
 JU1020  HISTORY     - Date     Condition        Report By
 JU1020  HISTORY     - 1953     MONUMENTED       CGS
 JU1020  HISTORY     - 1954     GOOD             CGS
 JU1020  HISTORY     - 1963     MARK NOT FOUND   CGS
 JU1020  HISTORY     - 20120322 MARK NOT FOUND   DELCOS
 JU1020
 JU1020                          STATION DESCRIPTION
 JU1020
 JU1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JU1020'AT WOODLAND BEACH.
 JU1020'AT WOODELAND BEACH, KENT COUNTY, 355 FEET EAST OF THE
 JU1020'INTERSECTION OF PEARSON AND SMYRNA AVENUES, 38 FEET NORTH OF
 JU1020'THE CENTERLINE OF SMYRNA AVENUE, 22 FEET SOUTHWEST OF THE SOUTHWEST
 JU1020'CORNER OF A BUILDING KNOWN AS FRANKS PLACE, AND ON THE WEST SIDE
 JU1020'OF A GASOLINE PUMP.  A STANDARD DISK, STAMPED NO 1 1953 AND SET
 JU1020'IN THE TOP OF A 6-INCH BY 3-FOOT SECTION OF TITLE PIPE FLUSH
 JU1020'WITH THE GROUND.  NOTE-- MR. FRANK STATED HIS BUSINESS HAS
 JU1020'BEEN RELOCATED TWICE, DUE TO EROSION, IN THE PAST FEW YEARS.
 JU1020
 JU1020                          STATION RECOVERY (1963)
 JU1020
 JU1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU1020'MARK NOT FOUND.
 JU1020
 JU1020                          STATION RECOVERY (2012)
 JU1020
 JU1020'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1020'MONUMENT IS GONE DUE TO EROSION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1021 ***********************************************************************
 JU1021  DESIGNATION -  TIDAL 1 STA 5
 JU1021  PID         -  JU1021
 JU1021  STATE/COUNTY-  DE/KENT
 JU1021  COUNTRY     -  US
 JU1021  USGS QUAD   -  BOMBAY HOOK ISLAND (2016)
 JU1021
 JU1021                         *CURRENT SURVEY CONTROL
 JU1021  ______________________________________________________________________
 JU1021* NAD 83(1986) POSITION- 39 20 01.     (N) 075 28 29.     (W)   SCALED
 JU1021* NAVD 88 ORTHO HEIGHT -     1.89  (+/-2cm)        6.2   (feet) VERTCON3
 JU1021  ______________________________________________________________________
 JU1021  GEOID HEIGHT    -        -33.914 (meters)                     GEOID18
 JU1021  VERT ORDER      -  ? (See Below)
 JU1021
 JU1021.The horizontal coordinates were scaled from a map and have
 JU1021.an estimated accuracy of +/- 6 seconds.
 JU1021
 JU1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU1021
 JU1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1021.GEOID18 height accuracy estimate available here.
 JU1021
 JU1021.The vertical order pertains to the NGVD 29 superseded value.
 JU1021
 JU1021.Click photographs - Photos may exist for this station.
 JU1021
 JU1021;                    North         East    Units  Estimated Accuracy
 JU1021;SPC DE       -   148,040.      195,000.      MT  (+/- 180 meters Scaled)
 JU1021
 JU1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ590539(NAD 83)
 JU1021
 JU1021                          SUPERSEDED SURVEY CONTROL
 JU1021
 JU1021  NGVD 29 (??/??/92)    2.130  (m)            6.99   (f) ADJ UNCH       
 JU1021
 JU1021.Superseded values are not recommended for survey control.
 JU1021
 JU1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1021.See file dsdata.pdf to determine how the superseded data were derived.
 JU1021
 JU1021_MARKER: DB = BENCH MARK DISK
 JU1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1021_MARK LOGO: CGS
 JU1021_PROJECTION: PROJECTING 8 CENTIMETERS
 JU1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1021+STABILITY: SURFACE MOTION
 JU1021
 JU1021  HISTORY     - Date     Condition        Report By
 JU1021  HISTORY     - 1936     MONUMENTED       CGS
 JU1021  HISTORY     - 1954     GOOD             CGS
 JU1021  HISTORY     - 1963     MARK NOT FOUND   CGS
 JU1021  HISTORY     - 20120322 MARK NOT FOUND   DELCOS
 JU1021
 JU1021                          STATION DESCRIPTION
 JU1021
 JU1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JU1021'AT WOODLAND BEACH.
 JU1021'AT WOODLAND BEACH, KENT COUNTY, AT THE END OF SMYRNA AVENUE,
 JU1021'NEAR THE WATERS EDGE, 50 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 JU1021'CORNER OF A BUILDING KNOWN AS FRANKS PLACE, AND AT THE
 JU1021'CENTERLINE OF THE AVENUE.  A STANDARD DISK, SET IN THE TOP OF A
 JU1021'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- MR. FRANK
 JU1021'STATED HIS BUIINESS HAS BEEN RELOCATED TWICE, DUE TO EROSION,
 JU1021'IN THE PAST FEW YEARS.
 JU1021
 JU1021                          STATION RECOVERY (1963)
 JU1021
 JU1021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU1021'MARK NOT FOUND.
 JU1021
 JU1021                          STATION RECOVERY (2012)
 JU1021
 JU1021'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1021'MONUMENT IS GONE DUE TO EROSION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0126 ***********************************************************************
 HU0126  DESIGNATION -  TIDAL 2 STA 1
 HU0126  PID         -  HU0126
 HU0126  STATE/COUNTY-  DE/SUSSEX
 HU0126  COUNTRY     -  US
 HU0126  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU0126
 HU0126                         *CURRENT SURVEY CONTROL
 HU0126  ______________________________________________________________________
 HU0126* NAD 83(1986) POSITION- 38 43 00.2    (N) 075 04 40.6    (W)   HD_HELD2
 HU0126* NAVD 88 ORTHO HEIGHT -     4.475 (meters)       14.68  (feet) ADJUSTED
 HU0126  ______________________________________________________________________
 HU0126  GEOID HEIGHT    -        -35.675 (meters)                     GEOID18
 HU0126  DYNAMIC HEIGHT  -          4.472 (meters)       14.67  (feet) COMP
 HU0126  MODELED GRAVITY -    980,035.0   (mgal)                       NAVD 88
 HU0126
 HU0126  VERT ORDER      -  SECOND    CLASS 0
 HU0126
 HU0126.The horizontal coordinates were established by autonomous hand held GPS
 HU0126.observations and have an estimated accuracy of +/- 10 meters.
 HU0126
 HU0126.The orthometric height was determined by differential leveling and
 HU0126.adjusted by the NATIONAL GEODETIC SURVEY
 HU0126.in June 1991.
 HU0126
 HU0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0126.GEOID18 height accuracy estimate available here.
 HU0126
 HU0126.Click photographs - Photos may exist for this station.
 HU0126
 HU0126.The dynamic height is computed by dividing the NAVD 88
 HU0126.geopotential number by the normal gravity value computed on the
 HU0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0126.degrees latitude (g = 980.6199 gals.).
 HU0126
 HU0126.The modeled gravity was interpolated from observed gravity values.
 HU0126
 HU0126;                    North         East    Units  Estimated Accuracy
 HU0126;SPC DE       -    79,613.      229,459.      MT  (+/- 10 meters HH2 GPS)
 HU0126
 HU0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9322385344(NAD 83)
 HU0126
 HU0126                          SUPERSEDED SURVEY CONTROL
 HU0126
 HU0126  NGVD 29 (11/26/84)    4.712  (m)           15.46   (f) ADJUSTED    2 0
 HU0126
 HU0126.Superseded values are not recommended for survey control.
 HU0126
 HU0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0126.See file dsdata.pdf to determine how the superseded data were derived.
 HU0126
 HU0126_MARKER: DB = BENCH MARK DISK
 HU0126_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HU0126_SP_SET: PAVEMENT
 HU0126_STAMPING: NO 2 1929
 HU0126_MARK LOGO: CGS
 HU0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0126
 HU0126  HISTORY     - Date     Condition        Report By
 HU0126  HISTORY     - 1929     MONUMENTED       CGS
 HU0126  HISTORY     - 1961     GOOD             CGS
 HU0126  HISTORY     - 1962     GOOD             CGS
 HU0126  HISTORY     - 19971221 GOOD             USPSQD
 HU0126  HISTORY     - 20061007 MARK NOT FOUND   GEOCAC
 HU0126
 HU0126                          STATION DESCRIPTION
 HU0126
 HU0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HU0126'AT REHOBOTH BEACH.
 HU0126'AT REHOBOTH BEACH, 0.5 FEET FROM THE JUNCTION OF THE EAST SIDE
 HU0126'OF THE CONCRETE STEPS AND THE WALL OF THE CARLTON HOTEL.  SET
 HU0126'IN A DRILL HOLE IN THE PAVEMENT IN FRONT OF THE HOTEL, ABOUT LEVEL
 HU0126'WITH THE SIDEWALK.
 HU0126
 HU0126                          STATION RECOVERY (1962)
 HU0126
 HU0126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HU0126'RECOVERED IN GOOD CONDITION.
 HU0126
 HU0126                          STATION RECOVERY (1997)
 HU0126
 HU0126'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU0126'RECOVERED IN GOOD CONDITION.
 HU0126
 HU0126                          STATION RECOVERY (2006)
 HU0126
 HU0126'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU0126'SIDEWALK HAS BEEN REPLACED - MARK APPEARS TO HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1254 ***********************************************************************
 JU1254  DESIGNATION -  TIDAL 2 STA 7
 JU1254  PID         -  JU1254
 JU1254  STATE/COUNTY-  DE/NEW CASTLE
 JU1254  COUNTRY     -  US
 JU1254  USGS QUAD   -  TAYLORS BRIDGE (2016)
 JU1254
 JU1254                         *CURRENT SURVEY CONTROL
 JU1254  ______________________________________________________________________
 JU1254* NAD 83(1986) POSITION- 39 24 12.     (N) 075 36 06.     (W)   SCALED
 JU1254* NAVD 88 ORTHO HEIGHT -     2.954 (meters)        9.69  (feet) ADJUSTED
 JU1254  ______________________________________________________________________
 JU1254  GEOID HEIGHT    -        -33.704 (meters)                     GEOID18
 JU1254  DYNAMIC HEIGHT  -          2.952 (meters)        9.69  (feet) COMP
 JU1254  MODELED GRAVITY -    980,116.4   (mgal)                       NAVD 88
 JU1254
 JU1254  VERT ORDER      -  SECOND    CLASS 0
 JU1254
 JU1254.The horizontal coordinates were scaled from a map and have
 JU1254.an estimated accuracy of +/- 6 seconds.
 JU1254
 JU1254.The orthometric height was determined by differential leveling and
 JU1254.adjusted by the NATIONAL GEODETIC SURVEY
 JU1254.in June 1991.
 JU1254
 JU1254.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1254.GEOID18 height accuracy estimate available here.
 JU1254
 JU1254.Click photographs - Photos may exist for this station.
 JU1254
 JU1254.The dynamic height is computed by dividing the NAVD 88
 JU1254.geopotential number by the normal gravity value computed on the
 JU1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1254.degrees latitude (g = 980.6199 gals.).
 JU1254
 JU1254.The modeled gravity was interpolated from observed gravity values.
 JU1254
 JU1254;                    North         East    Units  Estimated Accuracy
 JU1254;SPC DE       -   155,800.      184,070.      MT  (+/- 180 meters Scaled)
 JU1254
 JU1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ481617(NAD 83)
 JU1254
 JU1254                          SUPERSEDED SURVEY CONTROL
 JU1254
 JU1254  NGVD 29 (11/26/84)    3.177  (m)           10.42   (f) ADJUSTED    2 0
 JU1254
 JU1254.Superseded values are not recommended for survey control.
 JU1254
 JU1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1254.See file dsdata.pdf to determine how the superseded data were derived.
 JU1254
 JU1254_MARKER: DB = BENCH MARK DISK
 JU1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1254_MARK LOGO: CGS
 JU1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1254+STABILITY: SURFACE MOTION
 JU1254
 JU1254  HISTORY     - Date     Condition        Report By
 JU1254  HISTORY     - UNK      MONUMENTED       CGS
 JU1254  HISTORY     - 1961     GOOD             CGS
 JU1254  HISTORY     - 19910501 MARK NOT FOUND   USGS
 JU1254
 JU1254                          STATION DESCRIPTION
 JU1254
 JU1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU1254'0.8 MI W FROM TAYLORS BRIDGE.
 JU1254'0.75 MILE WEST ON BLACKTOPPED ROAD FROM THE COMMUNITY BUILDING,
 JU1254'THENCE 840 FEET SOUTHWEST OF THE WEST END OF TAYLORS BRIDGE OVER
 JU1254'BLACKBIRD CREEK ON THE EDGE OF AN OLD BARROW PIT, 146 FEET
 JU1254'NORTHWEST AND ACROSS THE ROAD FROM TELEPHONE POLE NO 145, 121
 JU1254'FEET WEST OF THE CENTER LINE AND ABOUT 2 FEET ABOVE THE LEVEL OF
 JU1254'THE HIGHWAY.  SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 JU1254'INCHES.
 JU1254
 JU1254                          STATION RECOVERY (1991)
 JU1254
 JU1254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1254'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0127 ***********************************************************************
 HU0127  DESIGNATION -  TIDAL 3 STA 1
 HU0127  PID         -  HU0127
 HU0127  STATE/COUNTY-  DE/SUSSEX
 HU0127  COUNTRY     -  US
 HU0127  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU0127
 HU0127                         *CURRENT SURVEY CONTROL
 HU0127  ______________________________________________________________________
 HU0127* NAD 83(1986) POSITION- 38 43 00.27   (N) 075 04 39.30   (W)   HD_HELD1
 HU0127* NAVD 88 ORTHO HEIGHT -     4.560 (meters)       14.96  (feet) ADJUSTED
 HU0127  ______________________________________________________________________
 HU0127  GEOID HEIGHT    -        -35.675 (meters)                     GEOID18
 HU0127  DYNAMIC HEIGHT  -          4.557 (meters)       14.95  (feet) COMP
 HU0127  MODELED GRAVITY -    980,035.0   (mgal)                       NAVD 88
 HU0127
 HU0127  VERT ORDER      -  SECOND    CLASS 0
 HU0127
 HU0127.The horizontal coordinates were determined by differentially corrected
 HU0127.hand held GPS observations or other comparable positioning techniques
 HU0127.and have an estimated accuracy of +/- 3 meters.
 HU0127
 HU0127.The orthometric height was determined by differential leveling and
 HU0127.adjusted by the NATIONAL GEODETIC SURVEY
 HU0127.in June 1991.
 HU0127
 HU0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0127.GEOID18 height accuracy estimate available here.
 HU0127
 HU0127.Click photographs - Photos may exist for this station.
 HU0127
 HU0127.The dynamic height is computed by dividing the NAVD 88
 HU0127.geopotential number by the normal gravity value computed on the
 HU0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0127.degrees latitude (g = 980.6199 gals.).
 HU0127
 HU0127.The modeled gravity was interpolated from observed gravity values.
 HU0127
 HU0127;                    North         East    Units  Estimated Accuracy
 HU0127;SPC DE       -    79,614.9     229,490.2     MT  (+/- 3 meters HH1 GPS) 
 HU0127
 HU0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9325585346(NAD 83)
 HU0127
 HU0127                          SUPERSEDED SURVEY CONTROL
 HU0127
 HU0127  NGVD 29 (11/26/84)    4.797  (m)           15.74   (f) ADJUSTED    2 0
 HU0127
 HU0127.Superseded values are not recommended for survey control.
 HU0127
 HU0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0127.See file dsdata.pdf to determine how the superseded data were derived.
 HU0127
 HU0127_MARKER: DB = BENCH MARK DISK
 HU0127_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HU0127_SP_SET: WALK
 HU0127_STAMPING: NO 3 1957
 HU0127_MARK LOGO: CGS
 HU0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0127
 HU0127  HISTORY     - Date     Condition        Report By
 HU0127  HISTORY     - 1957     MONUMENTED       CGS
 HU0127  HISTORY     - 1961     GOOD             CGS
 HU0127  HISTORY     - 1962     GOOD             CGS
 HU0127  HISTORY     - 19971221 GOOD             USPSQD
 HU0127  HISTORY     - 20060524 MARK NOT FOUND   GEOCAC
 HU0127  HISTORY     - 20120210 GOOD             DELCOS
 HU0127
 HU0127                          STATION DESCRIPTION
 HU0127
 HU0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HU0127'AT REHOBOTH BEACH.
 HU0127'19 FEET NORTH OF THE NORTH CURB OF REHOBOTH AVNUE, 1.5 FEET SOUTH
 HU0127'OF THE WALL OF THE BANK AND 0.5 FEET EAST OF A BRICK WALL.  SET IN A
 HU0127'DRILL HOLE IN THE NORTHWEST CORNER OF THE PORCH OF THE FARMERS
 HU0127'BANK ON THE NORTH SIDE OF REHOBOTH AVENUE, ABOUT 6 INCHES ABOVE
 HU0127'THE LEVEL OF THE SIDEWALK.
 HU0127
 HU0127                          STATION RECOVERY (1962)
 HU0127
 HU0127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HU0127'RECOVERED IN GOOD CONDITION.
 HU0127
 HU0127                          STATION RECOVERY (1997)
 HU0127
 HU0127'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU0127'RECOVERED IN GOOD CONDITION.
 HU0127
 HU0127                          STATION RECOVERY (2006)
 HU0127
 HU0127'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU0127'DISK APPEARS TO HAVE BEEN REPLACED IN NEW CONCRETE BY A NEW NGS DISK
 HU0127'STAMPED 'TIDAL 3 RESET 1999' IN THE SAME LOCATION. BUILDING IS NOW A
 HU0127'BRANCH LOCATION OF WILMINGTON COLLEGE.
 HU0127
 HU0127                          STATION RECOVERY (2012)
 HU0127
 HU0127'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0127'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1781 ***********************************************************************
 JU1781  DESIGNATION -  TIDAL 3 STA 10
 JU1781  PID         -  JU1781
 JU1781  STATE/COUNTY-  DE/NEW CASTLE
 JU1781  COUNTRY     -  US
 JU1781  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1781
 JU1781                         *CURRENT SURVEY CONTROL
 JU1781  ______________________________________________________________________
 JU1781* NAD 83(1986) POSITION- 39 43 07.     (N) 075 31 40.     (W)   SCALED
 JU1781* NAVD 88 ORTHO HEIGHT -     1.566 (meters)        5.14  (feet) ADJUSTED
 JU1781  ______________________________________________________________________
 JU1781  GEOID HEIGHT    -        -33.010 (meters)                     GEOID18
 JU1781  DYNAMIC HEIGHT  -          1.565 (meters)        5.13  (feet) COMP
 JU1781  MODELED GRAVITY -    980,172.3   (mgal)                       NAVD 88
 JU1781
 JU1781  VERT ORDER      -  SECOND    CLASS 0
 JU1781
 JU1781.The horizontal coordinates were scaled from a map and have
 JU1781.an estimated accuracy of +/- 6 seconds.
 JU1781
 JU1781.The orthometric height was determined by differential leveling and
 JU1781.adjusted by the NATIONAL GEODETIC SURVEY
 JU1781.in June 1991.
 JU1781
 JU1781.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1781.GEOID18 height accuracy estimate available here.
 JU1781
 JU1781.Click photographs - Photos may exist for this station.
 JU1781
 JU1781.The dynamic height is computed by dividing the NAVD 88
 JU1781.geopotential number by the normal gravity value computed on the
 JU1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1781.degrees latitude (g = 980.6199 gals.).
 JU1781
 JU1781.The modeled gravity was interpolated from observed gravity values.
 JU1781
 JU1781;                    North         East    Units  Estimated Accuracy
 JU1781;SPC DE       -   190,790.      190,470.      MT  (+/- 180 meters Scaled)
 JU1781
 JU1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ547966(NAD 83)
 JU1781
 JU1781                          SUPERSEDED SURVEY CONTROL
 JU1781
 JU1781  NGVD 29 (11/26/84)    1.930  (m)            6.33   (f) ADJUSTED    2 0
 JU1781
 JU1781.Superseded values are not recommended for survey control.
 JU1781
 JU1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1781.See file dsdata.pdf to determine how the superseded data were derived.
 JU1781
 JU1781_MARKER: DB = BENCH MARK DISK
 JU1781_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU1781_SP_SET: DEADMAN
 JU1781_STAMPING: NO 2 1952
 JU1781_MARK LOGO: CGS
 JU1781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1781
 JU1781  HISTORY     - Date     Condition        Report By
 JU1781  HISTORY     - 1952     MONUMENTED       CGS
 JU1781  HISTORY     - 1961     GOOD             CGS
 JU1781  HISTORY     - 1963     MARK NOT FOUND   CGS
 JU1781
 JU1781                          STATION DESCRIPTION
 JU1781
 JU1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU1781'AT WILMINGTON.
 JU1781'AT THE WILMINGTON MARINE WHARF SET IN A DRILL HOLE LEVEL WITH THE
 JU1781'CONCRETE IN THE TOP OF THE SOUTHWEST CORNER OF THE 8 FOOT DEADMAN
 JU1781'FOR THE 4TH TOWER FROM THE EAST END OF THE WHARF.
 JU1781
 JU1781                          STATION RECOVERY (1963)
 JU1781
 JU1781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU1781'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0085 ***********************************************************************
 HU0085  DESIGNATION -  TIDAL 32 TIDAL STA 3 2
 HU0085  PID         -  HU0085
 HU0085  STATE/COUNTY-  DE/SUSSEX
 HU0085  COUNTRY     -  US
 HU0085  USGS QUAD   -  LEWES (2016)
 HU0085
 HU0085                         *CURRENT SURVEY CONTROL
 HU0085  ______________________________________________________________________
 HU0085* NAD 83(1986) POSITION- 38 46 33.     (N) 075 08 15.     (W)   SCALED
 HU0085* NAVD 88 ORTHO HEIGHT -     5.131 (meters)       16.83  (feet) ADJUSTED
 HU0085  ______________________________________________________________________
 HU0085  GEOID HEIGHT    -        -35.627 (meters)                     GEOID18
 HU0085  DYNAMIC HEIGHT  -          5.128 (meters)       16.82  (feet) COMP
 HU0085  MODELED GRAVITY -    980,038.7   (mgal)                       NAVD 88
 HU0085
 HU0085  VERT ORDER      -  FIRST     CLASS II
 HU0085
 HU0085.The horizontal coordinates were scaled from a map and have
 HU0085.an estimated accuracy of +/- 6 seconds.
 HU0085
 HU0085.The orthometric height was determined by differential leveling and
 HU0085.adjusted by the NATIONAL GEODETIC SURVEY
 HU0085.in June 1991.
 HU0085
 HU0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0085.GEOID18 height accuracy estimate available here.
 HU0085
 HU0085.Click photographs - Photos may exist for this station.
 HU0085
 HU0085.The dynamic height is computed by dividing the NAVD 88
 HU0085.geopotential number by the normal gravity value computed on the
 HU0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0085.degrees latitude (g = 980.6199 gals.).
 HU0085
 HU0085.The modeled gravity was interpolated from observed gravity values.
 HU0085
 HU0085;                    North         East    Units  Estimated Accuracy
 HU0085;SPC DE       -    86,160.      224,260.      MT  (+/- 180 meters Scaled)
 HU0085
 HU0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH880919(NAD 83)
 HU0085
 HU0085                          SUPERSEDED SURVEY CONTROL
 HU0085
 HU0085  NGVD 29 (11/26/84)    5.367  (m)           17.61   (f) ADJUSTED    1 2
 HU0085
 HU0085.Superseded values are not recommended for survey control.
 HU0085
 HU0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0085.See file dsdata.pdf to determine how the superseded data were derived.
 HU0085
 HU0085_MARKER: DB = BENCH MARK DISK
 HU0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0085_SP_SET: BRIDGE
 HU0085_STAMPING: 32 1929
 HU0085_MARK LOGO: CGS
 HU0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0085
 HU0085  HISTORY     - Date     Condition        Report By
 HU0085  HISTORY     - 1929     MONUMENTED       CGS
 HU0085  HISTORY     - 1962     GOOD             CGS
 HU0085  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HU0085  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 HU0085  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU0085
 HU0085                          STATION DESCRIPTION
 HU0085
 HU0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0085'AT LEWES.
 HU0085'AT LEWES, SUSSEX COUNTY, AT THE SAVANNAH STREET LIFT BRIDGE OVER
 HU0085'THE CREEK, 22 FEET FROM THE SOUTHWEST EDGE OF THE BRIDGE-CONTROL
 HU0085'HOUSE, 8 FEET SOUTHWEST OF A LAMPPOST ON THE NORTHEAST END OF THE
 HU0085'EAST WALL OF THE BRIDGE, AND ON THE NORTHEAST END OF THE EAST
 HU0085'SPANDREL WALL.  A STANDARD DISK, STAMPED 32.1929.
 HU0085
 HU0085                          STATION RECOVERY (1987)
 HU0085
 HU0085'RECOVERY NOTE BY US POWER SQUADRON 1987 (DAP)
 HU0085'MARK NOT FOUND.
 HU0085
 HU0085                          STATION RECOVERY (2001)
 HU0085
 HU0085'RECOVERY NOTE BY US POWER SQUADRON 2001 (RK)
 HU0085'APPEARS TO BE BURIED UNDER NEW BRIDGE CONSTRUCTION
 HU0085
 HU0085                          STATION RECOVERY (2012)
 HU0085
 HU0085'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0085'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0128 ***********************************************************************
 HU0128  DESIGNATION -  TIDAL 4 STA 1
 HU0128  PID         -  HU0128
 HU0128  STATE/COUNTY-  DE/SUSSEX
 HU0128  COUNTRY     -  US
 HU0128  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU0128
 HU0128                         *CURRENT SURVEY CONTROL
 HU0128  ______________________________________________________________________
 HU0128* NAD 83(1986) POSITION- 38 42 59.94   (N) 075 04 35.49   (W)   HD_HELD1
 HU0128* NAVD 88 ORTHO HEIGHT -     4.251 (meters)       13.95  (feet) ADJUSTED
 HU0128  ______________________________________________________________________
 HU0128  GEOID HEIGHT    -        -35.675 (meters)                     GEOID18
 HU0128  DYNAMIC HEIGHT  -          4.249 (meters)       13.94  (feet) COMP
 HU0128  MODELED GRAVITY -    980,035.0   (mgal)                       NAVD 88
 HU0128
 HU0128  VERT ORDER      -  SECOND    CLASS 0
 HU0128
 HU0128.The horizontal coordinates were determined by differentially corrected
 HU0128.hand held GPS observations or other comparable positioning techniques
 HU0128.and have an estimated accuracy of +/- 3 meters.
 HU0128
 HU0128.The orthometric height was determined by differential leveling and
 HU0128.adjusted by the NATIONAL GEODETIC SURVEY
 HU0128.in June 1991.
 HU0128
 HU0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0128.GEOID18 height accuracy estimate available here.
 HU0128
 HU0128.Click photographs - Photos may exist for this station.
 HU0128
 HU0128.The dynamic height is computed by dividing the NAVD 88
 HU0128.geopotential number by the normal gravity value computed on the
 HU0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0128.degrees latitude (g = 980.6199 gals.).
 HU0128
 HU0128.The modeled gravity was interpolated from observed gravity values.
 HU0128
 HU0128;                    North         East    Units  Estimated Accuracy
 HU0128;SPC DE       -    79,605.0     229,582.3     MT  (+/- 3 meters HH1 GPS) 
 HU0128
 HU0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9334785336(NAD 83)
 HU0128
 HU0128                          SUPERSEDED SURVEY CONTROL
 HU0128
 HU0128  NGVD 29 (11/26/84)    4.487  (m)           14.72   (f) ADJUSTED    2 0
 HU0128
 HU0128.Superseded values are not recommended for survey control.
 HU0128
 HU0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0128.See file dsdata.pdf to determine how the superseded data were derived.
 HU0128
 HU0128_MARKER: DB = BENCH MARK DISK
 HU0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0128_SP_SET: FOUNDATION
 HU0128_STAMPING: NO 4 1957
 HU0128_MARK LOGO: CGS
 HU0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0128
 HU0128  HISTORY     - Date     Condition        Report By
 HU0128  HISTORY     - 1957     MONUMENTED       CGS
 HU0128  HISTORY     - 1961     GOOD             CGS
 HU0128  HISTORY     - 1962     GOOD             CGS
 HU0128  HISTORY     - 19971213 GOOD             USPSQD
 HU0128  HISTORY     - 20061007 MARK NOT FOUND   GEOCAC
 HU0128
 HU0128                          STATION DESCRIPTION
 HU0128
 HU0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 HU0128'AT REHOBOTH BEACH.
 HU0128'SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE FOUNDATION OF
 HU0128'THE GUN EMPLACEMENT IN THE CENTER ISLAND AT THE EAST END OF
 HU0128'REHOBOTH AVENUE.  11.5 FEET EAST OF A FLAG POLE AND 5 FEET ABOVE
 HU0128'THE LEVEL OF THE STREET.
 HU0128
 HU0128                          STATION RECOVERY (1962)
 HU0128
 HU0128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 HU0128'RECOVERED IN GOOD CONDITION.
 HU0128
 HU0128                          STATION RECOVERY (1997)
 HU0128
 HU0128'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU0128'RECOVERED IN GOOD CONDITION.
 HU0128
 HU0128                          STATION RECOVERY (2006)
 HU0128
 HU0128'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU0128'FOUNDATION AND GUN EMPLACEMENT HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1780 ***********************************************************************
 JU1780  DESIGNATION -  TIDAL 5 STA 10
 JU1780  PID         -  JU1780
 JU1780  STATE/COUNTY-  DE/NEW CASTLE
 JU1780  COUNTRY     -  US
 JU1780  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1780
 JU1780                         *CURRENT SURVEY CONTROL
 JU1780  ______________________________________________________________________
 JU1780* NAD 83(1986) POSITION- 39 43 00.     (N) 075 31 42.     (W)   SCALED
 JU1780* NAVD 88 ORTHO HEIGHT -     1.800 (meters)        5.91  (feet) ADJUSTED
 JU1780  ______________________________________________________________________
 JU1780  GEOID HEIGHT    -        -33.014 (meters)                     GEOID18
 JU1780  DYNAMIC HEIGHT  -          1.799 (meters)        5.90  (feet) COMP
 JU1780  MODELED GRAVITY -    980,171.8   (mgal)                       NAVD 88
 JU1780
 JU1780  VERT ORDER      -  SECOND    CLASS 0
 JU1780
 JU1780.The horizontal coordinates were scaled from a map and have
 JU1780.an estimated accuracy of +/- 6 seconds.
 JU1780
 JU1780.The orthometric height was determined by differential leveling and
 JU1780.adjusted by the NATIONAL GEODETIC SURVEY
 JU1780.in June 1991.
 JU1780
 JU1780.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1780.GEOID18 height accuracy estimate available here.
 JU1780
 JU1780.Click photographs - Photos may exist for this station.
 JU1780
 JU1780.The dynamic height is computed by dividing the NAVD 88
 JU1780.geopotential number by the normal gravity value computed on the
 JU1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1780.degrees latitude (g = 980.6199 gals.).
 JU1780
 JU1780.The modeled gravity was interpolated from observed gravity values.
 JU1780
 JU1780;                    North         East    Units  Estimated Accuracy
 JU1780;SPC DE       -   190,580.      190,430.      MT  (+/- 180 meters Scaled)
 JU1780
 JU1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ547964(NAD 83)
 JU1780
 JU1780                          SUPERSEDED SURVEY CONTROL
 JU1780
 JU1780  NGVD 29 (11/26/84)    2.164  (m)            7.10   (f) ADJUSTED    2 0
 JU1780
 JU1780.Superseded values are not recommended for survey control.
 JU1780
 JU1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1780.See file dsdata.pdf to determine how the superseded data were derived.
 JU1780
 JU1780_MARKER: DB = BENCH MARK DISK
 JU1780_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU1780_SP_SET: DEADMAN
 JU1780_STAMPING: NO 5 1952
 JU1780_MARK LOGO: CGS
 JU1780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1780
 JU1780  HISTORY     - Date     Condition        Report By
 JU1780  HISTORY     - 1952     MONUMENTED       CGS
 JU1780  HISTORY     - 1961     GOOD             CGS
 JU1780  HISTORY     - 1963     MARK NOT FOUND   CGS
 JU1780
 JU1780                          STATION DESCRIPTION
 JU1780
 JU1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU1780'AT WILMINGTON.
 JU1780'AT THE WILMINGTON MARINE WHARF, 87 FEET SOUTH OF THE NORTH FACE
 JU1780'OF THE WHARF AND 12.5 FEET NORTH OF THE NORTH FACE OF THE DOCK
 JU1780'OFFICE BUILDING.  SET IN A DRILL HOLE LEVEL WITH THE CONCRETE
 JU1780'IN THE TOP OF THE WEST CENTRAL PART OF THE DEADMAN FOR THE 16TH
 JU1780'TOWER FROM THE EAST END OF THE WHARF.
 JU1780
 JU1780                          STATION RECOVERY (1963)
 JU1780
 JU1780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU1780'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1779 ***********************************************************************
 JU1779  DESIGNATION -  TIDAL STA 10
 JU1779  PID         -  JU1779
 JU1779  STATE/COUNTY-  DE/NEW CASTLE
 JU1779  COUNTRY     -  US
 JU1779  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1779
 JU1779                         *CURRENT SURVEY CONTROL
 JU1779  ______________________________________________________________________
 JU1779* NAD 83(1986) POSITION- 39 43 01.     (N) 075 31 42.     (W)   SCALED
 JU1779* NAVD 88 ORTHO HEIGHT -     2.153 (meters)        7.06  (feet) ADJUSTED
 JU1779  ______________________________________________________________________
 JU1779  GEOID HEIGHT    -        -33.013 (meters)                     GEOID18
 JU1779  DYNAMIC HEIGHT  -          2.152 (meters)        7.06  (feet) COMP
 JU1779  MODELED GRAVITY -    980,171.9   (mgal)                       NAVD 88
 JU1779
 JU1779  VERT ORDER      -  SECOND    CLASS 0
 JU1779
 JU1779.The horizontal coordinates were scaled from a map and have
 JU1779.an estimated accuracy of +/- 6 seconds.
 JU1779
 JU1779.The orthometric height was determined by differential leveling and
 JU1779.adjusted by the NATIONAL GEODETIC SURVEY
 JU1779.in June 1991.
 JU1779
 JU1779.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1779.GEOID18 height accuracy estimate available here.
 JU1779
 JU1779.Click photographs - Photos may exist for this station.
 JU1779
 JU1779.The dynamic height is computed by dividing the NAVD 88
 JU1779.geopotential number by the normal gravity value computed on the
 JU1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1779.degrees latitude (g = 980.6199 gals.).
 JU1779
 JU1779.The modeled gravity was interpolated from observed gravity values.
 JU1779
 JU1779;                    North         East    Units  Estimated Accuracy
 JU1779;SPC DE       -   190,610.      190,430.      MT  (+/- 180 meters Scaled)
 JU1779
 JU1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ547964(NAD 83)
 JU1779
 JU1779                          SUPERSEDED SURVEY CONTROL
 JU1779
 JU1779  NGVD 29 (11/26/84)    2.517  (m)            8.26   (f) ADJUSTED    2 0
 JU1779
 JU1779.Superseded values are not recommended for survey control.
 JU1779
 JU1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1779.See file dsdata.pdf to determine how the superseded data were derived.
 JU1779
 JU1779_MARKER: DD = SURVEY DISK
 JU1779_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU1779_SP_SET: WHARF
 JU1779_MARK LOGO: USACE
 JU1779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1779
 JU1779  HISTORY     - Date     Condition        Report By
 JU1779  HISTORY     - UNK      MONUMENTED       USACE
 JU1779  HISTORY     - 1961     GOOD             CGS
 JU1779  HISTORY     - 1963     MARK NOT FOUND   CGS
 JU1779
 JU1779                          STATION DESCRIPTION
 JU1779
 JU1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU1779'AT THE WILMINGTON MARINE WHARF SET IN A DRILL HOLE LEVEL WITH
 JU1779'THE CONCRETE OF THE WHARF DECK BETWEEN THE RAILROAD TRACKS WHICH
 JU1779'BRANCH OUT EASTWARD FROM THE FACE OF THE TRANSIT SHED AND 75 FEET
 JU1779'NORTHEAST OF BENCH MARK NO 5 1952.  NOTE-- MARK IS UNSTAMPED.
 JU1779
 JU1779                          STATION RECOVERY (1963)
 JU1779
 JU1779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 JU1779'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1717 ***********************************************************************
 HU1717  DESIGNATION -  TOWNSEND
 HU1717  PID         -  HU1717
 HU1717  STATE/COUNTY-  DE/SUSSEX
 HU1717  COUNTRY     -  US
 HU1717  USGS QUAD   -  DELMAR (2016)
 HU1717
 HU1717                         *CURRENT SURVEY CONTROL
 HU1717  ______________________________________________________________________
 HU1717* NAD 83(1991) POSITION- 38 27 16.17940(N) 075 30 36.24549(W)   ADJUSTED
 HU1717* NAVD 88 ORTHO HEIGHT -    15.775 (meters)       51.76  (feet) ADJUSTED
 HU1717  ______________________________________________________________________
 HU1717  GEOID HEIGHT    -        -35.768 (meters)                     GEOID18
 HU1717  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 HU1717  DYNAMIC HEIGHT  -         15.765 (meters)       51.72  (feet) COMP
 HU1717  MODELED GRAVITY -    980,012.4   (mgal)                       NAVD 88
 HU1717
 HU1717  HORZ ORDER      -  SECOND
 HU1717  VERT ORDER      -  SECOND    CLASS I
 HU1717
 HU1717.The horizontal coordinates were established by classical geodetic methods
 HU1717.and adjusted by the National Geodetic Survey in January 1992.
 HU1717
 HU1717.The orthometric height was determined by differential leveling and
 HU1717.adjusted by the NATIONAL GEODETIC SURVEY
 HU1717.in June 1991.
 HU1717
 HU1717.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1717.GEOID18 height accuracy estimate available here.
 HU1717
 HU1717.Click photographs - Photos may exist for this station.
 HU1717
 HU1717.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1717
 HU1717.The dynamic height is computed by dividing the NAVD 88
 HU1717.geopotential number by the normal gravity value computed on the
 HU1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU1717.degrees latitude (g = 980.6199 gals.).
 HU1717
 HU1717.The modeled gravity was interpolated from observed gravity values.
 HU1717
 HU1717. The following values were computed from the NAD 83(1991) position.
 HU1717
 HU1717;                    North         East     Units Scale Factor Converg.
 HU1717;SPC DE       -    50,453.101   191,847.243   MT  0.99999582   -0 03 29.1
 HU1717;SPC DE       -   165,528.22    629,418.83   sFT  0.99999582   -0 03 29.1
 HU1717;SPC MD       -    88,513.325   530,043.802   MT  0.99997672   +0 56 06.5
 HU1717;SPC MD       -   290,397.47  1,738,985.37   sFT  0.99997672   +0 56 06.5
 HU1717;UTM  18      - 4,256,367.259   455,495.035   MT  0.99962439   -0 19 02.0
 HU1717
 HU1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1717!SPC DE       -   1.00000314  x   0.99999582  =   0.99999896
 HU1717!SPC MD       -   1.00000314  x   0.99997672  =   0.99997986
 HU1717!UTM  18      -   1.00000314  x   0.99962439  =   0.99962753
 HU1717
 HU1717:                Primary Azimuth Mark                     Grid Az
 HU1717:SPC DE       -  ANDREWS RM 3                             270 39 43.6
 HU1717:SPC MD       -  ANDREWS RM 3                             269 40 08.0
 HU1717:UTM  18      -  ANDREWS RM 3                             270 55 16.5
 HU1717
 HU1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH5549556367(NAD 83)
 HU1717
 HU1717|---------------------------------------------------------------------|
 HU1717| PID    Reference Object                     Distance      Geod. Az  |
 HU1717|                                                           dddmmss.s |
 HU1717| DC8490 TOWNSEND RM 1                        40.840 METERS 08421     |
 HU1717| HU1740 BOUNDARY MON EW 25 DE MD             63.368 METERS 11121     |
 HU1717| HU1741 BOUNDARY MON EW 25 DE MD OFFSET      64.992 METERS 11446     |
 HU1717| DC8491 TOWNSEND RM 2                        67.193 METERS 24546     |
 HU1717| HU1718 ANDREWS RM 3                        APPROX. 1.1 KM 2703614.5 |
 HU1717|---------------------------------------------------------------------|
 HU1717
 HU1717                          SUPERSEDED SURVEY CONTROL
 HU1717
 HU1717  NAD 83(1986)-  38 27 16.17054(N)    075 30 36.26889(W) AD(       ) 2
 HU1717  NAD 27      -  38 27 15.75519(N)    075 30 37.54718(W) AD(       ) 2
 HU1717  NGVD 29 (06/12/91)   16.027  (m)           52.58   (f) ADJUSTED    2 1
 HU1717  NGVD 29 (07/19/86)   16.2    (m)           53.     (f) VERT ANG       
 HU1717
 HU1717.Superseded values are not recommended for survey control.
 HU1717
 HU1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1717.See file dsdata.pdf to determine how the superseded data were derived.
 HU1717
 HU1717_MARKER: DH = HORIZONTAL CONTROL DISK
 HU1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1717_STAMPING: TOWNSEND 1974
 HU1717_MARK LOGO: NGS
 HU1717_PROJECTION: RECESSED 46 CENTIMETERS
 HU1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1717+STABILITY: SURFACE MOTION
 HU1717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU1717+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1990
 HU1717
 HU1717  HISTORY     - Date     Condition        Report By
 HU1717  HISTORY     - 1974     MONUMENTED       NGS
 HU1717  HISTORY     - 1974     GOOD             NGS
 HU1717  HISTORY     - 1976     GOOD             NGS
 HU1717  HISTORY     - 19900301 GOOD             NGS
 HU1717  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU1717
 HU1717                          STATION DESCRIPTION
 HU1717
 HU1717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (LAL)
 HU1717'NO MEASUREMENT BETWEEN RMS DUE TO HEAVY TRAFFIC.
 HU1717'
 HU1717'THE STATION IS LOCATED ABOUT 5.0 MILES NORTHWEST OF
 HU1717'PARSONSBURY, MARYLAND, 3.7 MILES EAST OF DELMAR, 2.6 MILES
 HU1717'SOUTHWEST OF WARD, DELAWARE AND ON LAND OWNED BY MR. PRESTON
 HU1717'TOWNSEND, MILLSBURY, DELAWARE.
 HU1717'
 HU1717'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 13
 HU1717'AND STATE ROAD 54 AT THE EAST EDGE OF DELMAR, GO EAST ON
 HU1717'STATE ROAD 54 FOR 1.8 MILES TO A PAVED SIDE ROAD RIGHT AND
 HU1717'REFERENCE MARK 3 ON THE RIGHT, CONTINUE EAST ON STATE ROAD
 HU1717'54 FOR 0.5 MILE TO A PAVED SIDE ROAD LEFT AND THE STATION
 HU1717'IN THE NORTHWEST ANGLE OF THE PAVED ROAD AND STATE ROAD 54.
 HU1717'
 HU1717'STATION MARKS ARE STANDARD DISKS STAMPED TOWNSEND 1974.  THE
 HU1717'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 HU1717'CONCRETE MONUMENT THAT IS 18 INCHES BELOW THE GROUND
 HU1717'SURFACE.  IT IS 88 FEET WEST OF THE CENTER OF THE PAVED ROAD,
 HU1717'53 FEET NORTH OF THE CENTERLINE OF STATE ROAD 54, 31 FEET
 HU1717'NORTHEAST OF TELEPHONE POLE NUMBER 623-85 AND 29 FEET
 HU1717'WEST-NORTHWEST OF A TELEPHONE POLE.  THE UNDERGROUND DISK IS
 HU1717'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 40 INCHES
 HU1717'BELOW THE GROUND SURFACE.
 HU1717'
 HU1717'REFERENCE MARK 1, A STANDARD DISK STAMPED TOWNSEND NO 1
 HU1717'1974, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 HU1717'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 70
 HU1717'FEET NORTH OF THE CENTERLINE OF STATE ROAD 54, 23 FEET
 HU1717'EAST-SOUTHEAST OF THE CENTER OF THE PAVED ROAD AND 4 FEET
 HU1717'SOUTHWEST OF POWERLINE POLE NUMBER 2D.
 HU1717'
 HU1717'REFERENCE MARK 2, A STANDARD DISK STAMPED TOWNSEND NO 2 1974,
 HU1717'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1717'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 43 FEET
 HU1717'SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE ROAD 54, 23 FEET
 HU1717'EAST OF THE CENTER OF RUM RIDGE ROAD AND 2 FEET
 HU1717'NORTH-NORTHEAST OF RUM RIDGE ROAD SIGN.
 HU1717'
 HU1717'REFERENCE MARK 3, A STANDARD DISK STAMPED ANDREWS NO 3 1974,
 HU1717'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 HU1717'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 53 FEET EAST OF
 HU1717'THE CENTER OF MELSON ROAD, 27 FEET SOUTH OF THE CENTERLINE OF
 HU1717'STATE ROAD 54, 8 FEET NORTHWEST OF POWERLINE POLE NUMBER
 HU1717'48B-10 AND 4 FEET EAST-SOUTHEAST OF MELSON ROAD SIGN.  THE
 HU1717'MARK SERVES AS AN AZIMUTH MARK.
 HU1717'
 HU1717'BOUNDARY MONUMENT 25, IS AN IRON PIN SET IN AN IRREGULAR
 HU1717'MASS OF CONCRETE 18 INCHES BELOW THE GROUND SURFACE.  IT IS
 HU1717'13.8 FEET NORTH OF THE OLD BOUNDARY MONUMENT, WHICH WAS
 HU1717'OFFSET WHEN THE HIGHWAY WAS UNDER CONSTRUCTION AND 9 FEET
 HU1717'SOUTH OF THE CENTERLINE OF STATE ROAD 54.
 HU1717'
 HU1717'BOUNDARY MONUMENT 25 OFFSET, A 6 BY 10 INCH GRANITE MONUMENT
 HU1717'THAT PROJECTS 2 FEET ABOVE THE GROUND SURFACE.  IT IS 22.8
 HU1717'FEET SOUTH OF THE CENTERLINE OF STATE ROAD 54 AND 13.8 FEET
 HU1717'SOUTH OF BOUNDARY MONUMENT 25.
 HU1717'
 HU1717'HEIGHT OF LIGHT ABOVE STATION MARK 34.89 METERS.
 HU1717
 HU1717                          STATION RECOVERY (1974)
 HU1717
 HU1717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HU1717'RECOVERED IN GOOD CONDITION.
 HU1717
 HU1717                          STATION RECOVERY (1976)
 HU1717
 HU1717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 HU1717'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 HU1717'CONDITION AS PREVIOUSLY DESCRIBED.
 HU1717'
 HU1717'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1717'3-1/2 MILES EAST OF DELMAR.
 HU1717
 HU1717                          STATION RECOVERY (1990)
 HU1717
 HU1717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU1717'4.2 KM (2.61 MI) EASTERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION
 HU1717'WITH U.S. HIGHWAY 13 IN DELMAR, 40.8 M (133.86 FT) WEST-SOUTHWEST OF
 HU1717'TOWNSEND REFERENCE MARK 1, 16.2 M (53.15 FT) NORTH OF THE HIGHWAY
 HU1717'CENTERLINE, 9.9 M (32.48 FT) NORTHEAST OF TELEPHONE PEDESTAL NUMBER
 HU1717'SA85, 0.6 M (1.97 FT) BELOW THE LEVEL OF THE HIGHWAY, AND IN A
 HU1717'CONCRETE MONUMENT THAT IS 0.6 M (1.97 FT) BELOW THE GROUND SURFACE.
 HU1717
 HU1717                          STATION RECOVERY (2013)
 HU1717
 HU1717'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU1717'NOW LOCATED IN A CULTIVATED AGRICULTURAL FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1200 ***********************************************************************
 JU1200  DESIGNATION -  TOWNSEND 1
 JU1200  PID         -  JU1200
 JU1200  STATE/COUNTY-  DE/NEW CASTLE
 JU1200  COUNTRY     -  US
 JU1200  USGS QUAD   -  MIDDLETOWN (2016)
 JU1200
 JU1200                         *CURRENT SURVEY CONTROL
 JU1200  ______________________________________________________________________
 JU1200* NAD 83(1986) POSITION- 39 23 38.     (N) 075 41 40.     (W)   SCALED
 JU1200* NAVD 88 ORTHO HEIGHT -    19.669 (meters)       64.53  (feet) ADJUSTED
 JU1200  ______________________________________________________________________
 JU1200  GEOID HEIGHT    -        -33.609 (meters)                     GEOID18
 JU1200  DYNAMIC HEIGHT  -         19.659 (meters)       64.50  (feet) COMP
 JU1200  MODELED GRAVITY -    980,115.9   (mgal)                       NAVD 88
 JU1200
 JU1200  VERT ORDER      -  FIRST     CLASS I
 JU1200
 JU1200.The horizontal coordinates were scaled from a map and have
 JU1200.an estimated accuracy of +/- 6 seconds.
 JU1200
 JU1200.The orthometric height was determined by differential leveling and
 JU1200.adjusted by the NATIONAL GEODETIC SURVEY
 JU1200.in June 1991.
 JU1200
 JU1200.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1200.GEOID18 height accuracy estimate available here.
 JU1200
 JU1200.Click photographs - Photos may exist for this station.
 JU1200
 JU1200.The dynamic height is computed by dividing the NAVD 88
 JU1200.geopotential number by the normal gravity value computed on the
 JU1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1200.degrees latitude (g = 980.6199 gals.).
 JU1200
 JU1200.The modeled gravity was interpolated from observed gravity values.
 JU1200
 JU1200;                    North         East    Units  Estimated Accuracy
 JU1200;SPC DE       -   154,770.      176,070.      MT  (+/- 180 meters Scaled)
 JU1200
 JU1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ402607(NAD 83)
 JU1200
 JU1200                          SUPERSEDED SURVEY CONTROL
 JU1200
 JU1200  NGVD 29 (11/26/84)   19.910  (m)           65.32   (f) ADJUSTED    1 1
 JU1200
 JU1200.Superseded values are not recommended for survey control.
 JU1200
 JU1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1200.See file dsdata.pdf to determine how the superseded data were derived.
 JU1200
 JU1200_MARKER: DB = BENCH MARK DISK
 JU1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1200_STAMPING: TOWNSEND 1 1935
 JU1200_MARK LOGO: CGS
 JU1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1200+STABILITY: SURFACE MOTION
 JU1200
 JU1200  HISTORY     - Date     Condition        Report By
 JU1200  HISTORY     - 1935     MONUMENTED       CGS
 JU1200  HISTORY     - 1964     GOOD             CGS
 JU1200  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1200  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1200
 JU1200                          STATION DESCRIPTION
 JU1200
 JU1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1200'AT TOWNSEND.
 JU1200'ON THE PENNSYLVANIA RAILROAD AT TOWNSEND, ABOUT 50 YARDS NORTH
 JU1200'OF THE STATION.  94 FEET EAST OF THE EAST RAIL, 58 FEET SOUTH
 JU1200'OF THE CENTERLINE OF MAIN STREET, 42 FEET WEST OF A SMALL
 JU1200'BUILDING, 25 FEET EAST OF THE CENTERLINE OF THE CINDER ROAD
 JU1200'AND 1 FOOT WEST OF THE METAL WITNESS POST AND SIGN.  A STANDARD
 JU1200'DISK IN THE TOP OF A CONCRETE POST, PROJECTING ABOUT 3 INCHES
 JU1200'AND THE TOP OF POST PARTLY BROKEN OFF WITH DEEP MARS IN THE
 JU1200'DISK.
 JU1200
 JU1200                          STATION RECOVERY (1981)
 JU1200
 JU1200'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1200'MARK NOT FOUND.
 JU1200
 JU1200                          STATION RECOVERY (2013)
 JU1200
 JU1200'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1200'NOW UNDER GRAIN SILOS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4111 ***********************************************************************
 JU4111  DESIGNATION -  TRIG B AZ MK
 JU4111  PID         -  JU4111
 JU4111  STATE/COUNTY-  DE/NEW CASTLE
 JU4111  COUNTRY     -  US
 JU4111  USGS QUAD   -  KENNETT SQUARE (2019)
 JU4111
 JU4111                         *CURRENT SURVEY CONTROL
 JU4111  ______________________________________________________________________
 JU4111* NAD 83(1991) POSITION- 39 45 42.14858(N) 075 44 44.70652(W)   ADJUSTED
 JU4111* NAVD 88 ORTHO HEIGHT -   105.    (meters)      344.    (feet) VERTCON3
 JU4111  ______________________________________________________________________
 JU4111  GEOID HEIGHT    -        -32.949 (meters)                     GEOID18
 JU4111  LAPLACE CORR    -          1.78  (seconds)                    DEFLEC18
 JU4111  HORZ ORDER      -  SECOND
 JU4111
 JU4111.The horizontal coordinates were established by classical geodetic methods
 JU4111.and adjusted by the National Geodetic Survey in January 1992.
 JU4111
 JU4111.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4111
 JU4111.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4111.GEOID18 height accuracy estimate available here.
 JU4111
 JU4111.Click photographs - Photos may exist for this station.
 JU4111
 JU4111.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4111
 JU4111. The following values were computed from the NAD 83(1991) position.
 JU4111
 JU4111;                    North         East     Units Scale Factor Converg.
 JU4111;SPC DE       -   195,623.704   171,800.824   MT  1.00000479   -0 12 37.7
 JU4111;SPC DE       -   641,808.77    563,649.87   sFT  1.00000479   -0 12 37.7
 JU4111;SPC MD       -   233,311.161   507,480.541   MT  1.00006942   +0 47 14.0
 JU4111;SPC MD       -   765,455.03  1,664,959.07   sFT  1.00006942   +0 47 14.0
 JU4111;SPC PA S     -    49,513.604   771,734.550   MT  1.00003127   +1 18 01.2
 JU4111;SPC PA S     -   162,445.88  2,531,932.44   sFT  1.00003127   +1 18 01.2
 JU4111;UTM  18      - 4,401,575.573   436,121.795   MT  0.99965023   -0 28 37.2
 JU4111
 JU4111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4111!SPC DE       -   0.99998874  x   1.00000479  =   0.99999353
 JU4111!SPC MD       -   0.99998874  x   1.00006942  =   1.00005816
 JU4111!SPC PA S     -   0.99998874  x   1.00003127  =   1.00002001
 JU4111!UTM  18      -   0.99998874  x   0.99965023  =   0.99963898
 JU4111
 JU4111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK3612101575(NAD 83)
 JU4111
 JU4111                          SUPERSEDED SURVEY CONTROL
 JU4111
 JU4111  NAD 83(1986)-  39 45 42.14296(N)    075 44 44.71454(W) AD(       ) 2
 JU4111  NGVD 29 (10/29/90)  105.     (m)          344.     (f) VERT ANG       
 JU4111
 JU4111.Superseded values are not recommended for survey control.
 JU4111
 JU4111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4111.See file dsdata.pdf to determine how the superseded data were derived.
 JU4111
 JU4111_MARKER: DD = SURVEY DISK
 JU4111_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU4111_SP_SET: IRREGULAR CONCRETE MASS
 JU4111_STAMPING: TRIG B AZ MK 1986
 JU4111_MARK LOGO: DEPABC
 JU4111_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4111+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003
 JU4111
 JU4111  HISTORY     - Date     Condition        Report By
 JU4111  HISTORY     - 1986     MONUMENTED       TWT
 JU4111  HISTORY     - 20011203 MARK NOT FOUND   NGS
 JU4111  HISTORY     - 20030308 GOOD             USPSQD
 JU4111  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU4111
 JU4111                          STATION DESCRIPTION
 JU4111
 JU4111'DESCRIBED BY TWT CONS ENG 1986
 JU4111'LOCATED ON THE WEST SIDE OF FOX PATH DRIVE ABOUT 3.0 MILES FROM THE
 JU4111'DELAWARE, MARYLAND AND PENNSYLVANIA BOUNDARY CORNER AS MEASURED ALONG
 JU4111'THE DELAWARE ARC AND ABOUT 1.0 MILE SOUTHWEST OF HOCKESSIN.
 JU4111'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 7 AND VALLEY ROAD,
 JU4111'GO SOUTHWESTERLY ON VALLEY ROAD 0.50 MILES TO LITTLE BALTIMORE ROAD,
 JU4111'WESTERLY ON LITTLE BALTIMORE ROAD 0.80 MILES TO DOE RUN ROAD,
 JU4111'SOUTHWESTERLY ON DOE RUN ROAD 0.60 MILES TO YEATSMAN MILL ROAD,
 JU4111'WESTERLY ON YEATSMAN MILL ROAD 0.20 MILES TO FOX PATH DRIVE,
 JU4111'SOUTHERLY ON FOX PATH DRIVE 0.10 MILES TO STATION ON RIGHT AS
 JU4111'DESCRIBED.
 JU4111'STATION MARK STAMPED TRIG B AZ MK 1986 IS A STANDARD ALUMINUM DISK SET
 JU4111'ATOP AN IRREGULAR MASS OF POURED CONCRETE 3.3 FEET IN DEPTH. THE DISK
 JU4111'IS SET 1.0 FEET BELOW THE SURFACE OF THE GROUND IN THE LEFT FRONT
 JU4111'CORNER OF THE LAWN FOR HOUSE ADDRESS 20, MEASURED 46.0 FEET FROM A
 JU4111'RETAINING WALL ATTACHED TO HOUSE ADDRESS 31 ACROSS THE STREET, 27.0
 JU4111'FEET FROM A BRICK PILLAR ON EAST SIDE OF DRIVE TO HOUSE ADDRESS 10
 JU4111'AND 16.0 FEET FROM THE BRICK PILLAR ON THE WEST SIDE OF THE DRIVE.
 JU4111'STATION IS MEASURED EASTERLY 415.7 FEET FROM CONTROL STATION STAMPED
 JU4111'TRIG B 1986.
 JU4111
 JU4111                          STATION RECOVERY (2001)
 JU4111
 JU4111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU4111'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU4111
 JU4111                          STATION RECOVERY (2003)
 JU4111
 JU4111'RECOVERY NOTE BY US POWER SQUADRON 2003 (RBG)
 JU4111'RECOVERED IN GOOD CONDITION.
 JU4111
 JU4111                          STATION RECOVERY (2013)
 JU4111
 JU4111'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4111'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4118 ***********************************************************************
 JU4118  DESIGNATION -  TRIG C AZ MK
 JU4118  PID         -  JU4118
 JU4118  STATE/COUNTY-  DE/NEW CASTLE
 JU4118  COUNTRY     -  US
 JU4118  USGS QUAD   -  KENNETT SQUARE (2019)
 JU4118
 JU4118                         *CURRENT SURVEY CONTROL
 JU4118  ______________________________________________________________________
 JU4118* NAD 83(1991) POSITION- 39 45 49.71762(N) 075 44 44.53493(W)   ADJUSTED
 JU4118* NAVD 88 ORTHO HEIGHT -   111.    (meters)      364.    (feet) VERTCON3
 JU4118  ______________________________________________________________________
 JU4118  GEOID HEIGHT    -        -32.950 (meters)                     GEOID18
 JU4118  LAPLACE CORR    -          1.82  (seconds)                    DEFLEC18
 JU4118  HORZ ORDER      -  SECOND
 JU4118
 JU4118.The horizontal coordinates were established by classical geodetic methods
 JU4118.and adjusted by the National Geodetic Survey in January 1992.
 JU4118
 JU4118.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4118
 JU4118.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4118.GEOID18 height accuracy estimate available here.
 JU4118
 JU4118.Click photographs - Photos may exist for this station.
 JU4118
 JU4118.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4118
 JU4118. The following values were computed from the NAD 83(1991) position.
 JU4118
 JU4118;                    North         East     Units Scale Factor Converg.
 JU4118;SPC DE       -   195,857.130   171,805.765   MT  1.00000478   -0 12 37.7
 JU4118;SPC DE       -   642,574.60    563,666.08   sFT  1.00000478   -0 12 37.7
 JU4118;SPC MD       -   233,544.654   507,481.417   MT  1.00006998   +0 47 14.1
 JU4118;SPC MD       -   766,221.09  1,664,961.95   sFT  1.00006998   +0 47 14.1
 JU4118;SPC PA S     -    49,747.086   771,733.335   MT  1.00003083   +1 18 01.3
 JU4118;SPC PA S     -   163,211.90  2,531,928.45   sFT  1.00003083   +1 18 01.3
 JU4118;UTM  18      - 4,401,808.891   436,127.821   MT  0.99965022   -0 28 37.2
 JU4118
 JU4118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4118!SPC DE       -   0.99998783  x   1.00000478  =   0.99999261
 JU4118!SPC MD       -   0.99998783  x   1.00006998  =   1.00005781
 JU4118!SPC PA S     -   0.99998783  x   1.00003083  =   1.00001866
 JU4118!UTM  18      -   0.99998783  x   0.99965022  =   0.99963805
 JU4118
 JU4118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK3612701808(NAD 83)
 JU4118
 JU4118                          SUPERSEDED SURVEY CONTROL
 JU4118
 JU4118  NAD 83(1986)-  39 45 49.71193(N)    075 44 44.54292(W) AD(       ) 2
 JU4118  NGVD 29 (10/29/90)  111.     (m)          364.     (f) VERT ANG       
 JU4118
 JU4118.Superseded values are not recommended for survey control.
 JU4118
 JU4118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4118.See file dsdata.pdf to determine how the superseded data were derived.
 JU4118
 JU4118_MARKER: DD = SURVEY DISK
 JU4118_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU4118_SP_SET: IRREGULAR CONCRETE MASS
 JU4118_STAMPING: TRIG C AZ MK 1986
 JU4118_MARK LOGO: DEPABC
 JU4118_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4118+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003
 JU4118
 JU4118  HISTORY     - Date     Condition        Report By
 JU4118  HISTORY     - 1986     MONUMENTED       TWT
 JU4118  HISTORY     - 20011203 GOOD             NGS
 JU4118  HISTORY     - 20030308 GOOD             USPSQD
 JU4118  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU4118
 JU4118                          STATION DESCRIPTION
 JU4118
 JU4118'DESCRIBED BY TWT CONS ENG 1986
 JU4118'LOCATED AT THE NORTHWESTERLY CORNER OF THE INTERSECTION OF YEATSMAN
 JU4118'MILL ROAD AND DELPA DRIVE AND ABOUT 3.50 MILES FROM THE DELAWARE,
 JU4118'MARYLAND AND PENNSYLVANIA BOUNDARY CORNER AS MEASURED ALONG THE
 JU4118'DELAWARE ARC AND ABOUT 1.0 MILES SOUTHWEST OF HOCKESSIN.
 JU4118'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 7 AND VALLEY ROAD,
 JU4118'GO SOUTHWESTERLY ON VALLEY ROAD 0.50 MILES TO LITTLE BALTIMORE ROAD,
 JU4118'WESTERLY ON LITTLE BALTIMORE ROAD 0.80 MILES TO DOE RUN ROAD,
 JU4118'SOUTHWESTERLY ON DOE RUN ROAD 0.60 MILES TO YEATSMAN MILL ROAD,
 JU4118'WESTERLY ON YEATSMAN MILL ROAD 0.20 MILES TO DELPA DRIVE AND STATION
 JU4118'ON RIGHT AS DESCRIBED.
 JU4118'STATION MARK STAMPED TRIG C AZ MK 1986 IS A STANDARD ALUMINUM DISK SET
 JU4118'ATOP AN IRREGULAR MASS OF CONCRETE 3.3 FEET IN DEPTH. THE DISK IS
 JU4118'LEVEL WITH THE GROUND SURFACE. STATION IS MEASURED 2.5 FEET FROM THE
 JU4118'WESTERLY EDGE OF THE PAVEMENT, MEASURED 8.0 FEET NORTH OF A STOP SIGN
 JU4118'AND MEASURED SOUTHERLY 1319.0 FEET FROM CONTROL STATION STAMPED TRIG
 JU4118'C 1986.
 JU4118
 JU4118                          STATION RECOVERY (2001)
 JU4118
 JU4118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU4118'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU4118
 JU4118                          STATION RECOVERY (2003)
 JU4118
 JU4118'RECOVERY NOTE BY US POWER SQUADRON 2003 (RBG)
 JU4118'RECOVERED IN GOOD CONDITION.
 JU4118
 JU4118                          STATION RECOVERY (2013)
 JU4118
 JU4118'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4118'MARK IS LOCATED IN A LANDSCAPED FLOWER BED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3990 ***********************************************************************
 JU3990  DESIGNATION -  TRIG D
 JU3990  PID         -  JU3990
 JU3990  STATE/COUNTY-  DE/NEW CASTLE
 JU3990  COUNTRY     -  US
 JU3990  USGS QUAD   -  KENNETT SQUARE (2019)
 JU3990
 JU3990                         *CURRENT SURVEY CONTROL
 JU3990  ______________________________________________________________________
 JU3990* NAD 83(1991) POSITION- 39 47 58.41607(N) 075 42 22.24586(W)   ADJUSTED
 JU3990* NAD 83(1991) ELLIP HT-    65.904 (meters)        (05/14/99)   ADJUSTED
 JU3990* NAVD 88 ORTHO HEIGHT -    98.9   (meters)      324.    (feet) VERTCON3
 JU3990  ______________________________________________________________________
 JU3990  GEOID HEIGHT    -        -32.950 (meters)                     GEOID18
 JU3990  NAD 83(1991) X  -  1,211,519.685 (meters)                     COMP
 JU3990  NAD 83(1991) Y  - -4,755,123.710 (meters)                     COMP
 JU3990  NAD 83(1991) Z  -  4,060,954.149 (meters)                     COMP
 JU3990  LAPLACE CORR    -          1.49  (seconds)                    DEFLEC18
 JU3990  HORZ ORDER      -  FIRST
 JU3990  ELLP ORDER      -  FOURTH    CLASS I
 JU3990
 JU3990.The horizontal coordinates were established by GPS observations
 JU3990.and adjusted by the National Geodetic Survey in January 1992.
 JU3990
 JU3990.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3990
 JU3990.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3990.GEOID18 height accuracy estimate available here.
 JU3990
 JU3990.Click photographs - Photos may exist for this station.
 JU3990
 JU3990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3990
 JU3990.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3990
 JU3990.The ellipsoidal height was determined by GPS observations
 JU3990.and is referenced to NAD 83.
 JU3990
 JU3990. The following values were computed from the NAD 83(1991) position.
 JU3990
 JU3990;                    North         East     Units Scale Factor Converg.
 JU3990;SPC DE       -   199,814.717   175,205.361   MT  1.00000257   -0 11 07.1
 JU3990;SPC DE       -   655,558.78    574,819.59   sFT  1.00000257   -0 11 07.1
 JU3990;SPC PA S     -    53,793.040   775,027.463   MT  1.00002361   +1 19 33.7
 JU3990;SPC PA S     -   176,486.00  2,542,735.93   sFT  1.00002361   +1 19 33.7
 JU3990;UTM  18      - 4,405,749.212   439,544.579   MT  0.99964499   -0 27 07.4
 JU3990
 JU3990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3990!SPC DE       -   0.99998966  x   1.00000257  =   0.99999223
 JU3990!SPC PA S     -   0.99998966  x   1.00002361  =   1.00001327
 JU3990!UTM  18      -   0.99998966  x   0.99964499  =   0.99963465
 JU3990
 JU3990:                Primary Azimuth Mark                     Grid Az
 JU3990:SPC DE       -  TRIG D AZ MK                             179 43 25.8
 JU3990:SPC PA S     -  TRIG D AZ MK                             178 12 45.0
 JU3990:UTM  18      -  TRIG D AZ MK                             179 59 26.1
 JU3990
 JU3990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK3954405749(NAD 83)
 JU3990
 JU3990|---------------------------------------------------------------------|
 JU3990| PID    Reference Object                     Distance      Geod. Az  |
 JU3990|                                                           dddmmss.s |
 JU3990| JU4116 TRIG D AZ MK                        456.969 METERS 1793218.7 |
 JU3990| JU3979 BOUNDARY MON 6+1/2 DE PA TEMP        44.153 METERS 24401     |
 JU3990| JU4240 BOUNDARY MON 6+1/2 DE PA             44.281 METERS 24514     |
 JU3990|---------------------------------------------------------------------|
 JU3990
 JU3990                          SUPERSEDED SURVEY CONTROL
 JU3990
 JU3990  NAD 83(1986)-  39 47 58.41069(N)    075 42 22.25415(W) AD(       ) 1
 JU3990  NAD 83(1986)-  39 47 58.40883(N)    075 42 22.24860(W) AD(       ) 2
 JU3990  NGVD 29 (10/29/90)   99.2    (m)  OSU 89B  model used  GPS OBS        
 JU3990  NGVD 29 (09/09/88)   99.8    (m)  RAPSU86  model used  GPS OBS        
 JU3990
 JU3990.Superseded values are not recommended for survey control.
 JU3990
 JU3990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3990.See file dsdata.pdf to determine how the superseded data were derived.
 JU3990
 JU3990_MARKER: DU = BOUNDARY MARKER
 JU3990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3990_STAMPING: GPS TRIG D 1986
 JU3990_MARK LOGO: DEPABC
 JU3990_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JU3990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3990+STABILITY: SURFACE MOTION
 JU3990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3990+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1989
 JU3990
 JU3990  HISTORY     - Date     Condition        Report By
 JU3990  HISTORY     - 1986     MONUMENTED       DEPABC
 JU3990  HISTORY     - 1986     GOOD             GEOHYD
 JU3990  HISTORY     - 19890821 GOOD             TWT
 JU3990  HISTORY     - 19980207 GOOD             USPSQD
 JU3990  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU3990
 JU3990                          STATION DESCRIPTION
 JU3990
 JU3990'DESCRIBED BY DE-PA BOUNDARY COMM 1986 (JDR)
 JU3990'THE STATION IS LOCATED IN DELAWARE, NEAR THE DELAWARE-PENNSYLVANIA
 JU3990'LINE, AT THE INTERSECTION OF MCGOVERN ROAD, OLD WILMINGTON ROAD,
 JU3990'EWART ROAD, AND BENGE ROAD.  THE STATION IS ON COUNTY PROPERTY.
 JU3990'
 JU3990'A DELAWARE-PENNSYLVANIA BOUNDARY COMMISSION DISK SET IN TOP OF A
 JU3990'SQUARE 12 INCH CONCRETE POST FLUSH WITH THE GROUND.  IT IS 63.8 FEET
 JU3990'SOUTH OF THE APPROXIMATE CENTER OF OLD WILMINGTON ROAD, 14.0 FEET
 JU3990'WEST OF THE CENTER LINE OF MCGOVERN ROAD, 3.0 FEET WEST OF THE WEST
 JU3990'EDGE OF MCGOVERN ROAD, 2.8 FEET SOUTH OF A WITNESS POST AND ABOUT THE
 JU3990'SAME LEVEL AS MCGOVERN ROAD.
 JU3990'
 JU3990'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 41 AND 48 ABOUT
 JU3990'2.5 MILES SOUTHEAST OF THE PENNSYLVANIA, DELAWARE STATE LINE, GO
 JU3990'NORTHWEST ON HIGHWAY 41 FOR 2.2 MILES TO ROAD ON RIGHT.  TURN RIGHT,
 JU3990'NORTH ON MCGOVERN ROAD FOR 0.6 MILE TO CROSSROADS AND STATION IN THE
 JU3990'SOUTHWEST ANGLE AS DESCRIBED.
 JU3990
 JU3990                          STATION RECOVERY (1986)
 JU3990
 JU3990'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1986
 JU3990'RECOVERED IN GOOD CONDITION.
 JU3990
 JU3990                          STATION RECOVERY (1989)
 JU3990
 JU3990'RECOVERY NOTE BY TWT CONS ENG 1989
 JU3990'LOCATED ON THE SOUTHWEST CORNER OF THE INTERSECTION OF BENGE ROAD, OLD
 JU3990'WILMINGTON PIKE AND MCGOVERN ROAD AND ABOUT 10.46 KM (6.50 MI) FROM
 JU3990'THE DELAWARE, MARYLAND AND PENNSYLVANIA BOUNDARY CORNER AS MEASURED
 JU3990'ALONG THE DELAWARE ARC.  TO REACH THE STATION FROM THE JUNCTION OF
 JU3990'HIGHWAY 41 AND MCGOVERN ROAD GO NORTHERLY ON MCGOVERN ROAD 0.8 KM
 JU3990'(0.5 MI) TO STATION ON THE LEFT AS DESCRIBED.  STATION MARK STAMPED
 JU3990'TRIG D 1986 IS A STANDARD ALUMINUM DISK SET ATOP AN IRREGULAR MASS OF
 JU3990'POURED CONCRETE SQUARED AT THE SURFACE AND 1.0 M (3.3 FT) IN DEPTH.
 JU3990'THE DISK IS AT GROUND LEVEL.  STATION IS MEASURED 23.26 M
 JU3990'(76.31 FT) FROM A PAINTED ANGLE IRON SIGN POST, 10.67 M (35.01 FT)
 JU3990'FROM A STOP SIGN AND 35.78 M (117.39 FT) FROM A SPEED LIMIT
 JU3990'SIGN.  AZIMUTH MARK IS LOCATED SOUTHWARDLY 456.9 M (1499.0 FT) FROM
 JU3990'STATION. AZIMITH MARK IS AN ALUMINUM DISK SET IN CONCRETE STAMPED
 JU3990'TRIG D AZ MK 1986 ON THE EAST SIDE OF MCGOVERN ROAD.  THE DISK IS AT
 JU3990'GROUND SURFACE MEASURED 7.01 M (23.00 FT) FROM THE CENTERLINE OF THE
 JU3990'PAVED 9.14 M (29.99 FT) WIDE CARTWAY.
 JU3990
 JU3990                          STATION RECOVERY (1998)
 JU3990
 JU3990'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3990'RECOVERED IN GOOD CONDITION.
 JU3990
 JU3990                          STATION RECOVERY (2013)
 JU3990
 JU3990'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3990'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4116 ***********************************************************************
 JU4116  DESIGNATION -  TRIG D AZ MK
 JU4116  PID         -  JU4116
 JU4116  STATE/COUNTY-  DE/NEW CASTLE
 JU4116  COUNTRY     -  US
 JU4116  USGS QUAD   -  KENNETT SQUARE (2019)
 JU4116
 JU4116                         *CURRENT SURVEY CONTROL
 JU4116  ______________________________________________________________________
 JU4116* NAD 83(1991) POSITION- 39 47 43.60005(N) 075 42 22.09116(W)   ADJUSTED
 JU4116* NAVD 88 ORTHO HEIGHT -    95.    (meters)      312.    (feet) VERTCON3
 JU4116  ______________________________________________________________________
 JU4116  GEOID HEIGHT    -        -32.945 (meters)                     GEOID18
 JU4116  LAPLACE CORR    -          1.44  (seconds)                    DEFLEC18
 JU4116  HORZ ORDER      -  SECOND
 JU4116
 JU4116.The horizontal coordinates were established by classical geodetic methods
 JU4116.and adjusted by the National Geodetic Survey in January 1992.
 JU4116
 JU4116.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4116
 JU4116.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4116.GEOID18 height accuracy estimate available here.
 JU4116
 JU4116.Click photographs - Photos may exist for this station.
 JU4116
 JU4116.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4116
 JU4116. The following values were computed from the NAD 83(1991) position.
 JU4116
 JU4116;                    North         East     Units Scale Factor Converg.
 JU4116;SPC DE       -   199,357.752   175,207.564   MT  1.00000256   -0 11 07.0
 JU4116;SPC DE       -   654,059.56    574,826.82   sFT  1.00000256   -0 11 07.0
 JU4116;SPC PA S     -    53,336.283   775,041.717   MT  1.00002442   +1 19 33.8
 JU4116;SPC PA S     -   174,987.46  2,542,782.70   sFT  1.00002442   +1 19 33.8
 JU4116;UTM  18      - 4,405,292.405   439,544.655   MT  0.99964499   -0 27 07.1
 JU4116
 JU4116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4116!SPC DE       -   0.99999031  x   1.00000256  =   0.99999287
 JU4116!SPC PA S     -   0.99999031  x   1.00002442  =   1.00001473
 JU4116!UTM  18      -   0.99999031  x   0.99964499  =   0.99963530
 JU4116
 JU4116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK3954405292(NAD 83)
 JU4116
 JU4116                          SUPERSEDED SURVEY CONTROL
 JU4116
 JU4116  NAD 83(1986)-  39 47 43.59466(N)    075 42 22.09930(W) AD(       ) 2
 JU4116  NGVD 29 (10/29/90)   95.     (m)          312.     (f) VERT ANG       
 JU4116
 JU4116.Superseded values are not recommended for survey control.
 JU4116
 JU4116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4116.See file dsdata.pdf to determine how the superseded data were derived.
 JU4116
 JU4116_MARKER: DD = SURVEY DISK
 JU4116_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU4116_SP_SET: IRREGULAR CONCRETE MASS
 JU4116_STAMPING: TRIG D AZ MK 1986
 JU4116_MARK LOGO: DEPABC
 JU4116_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4116
 JU4116  HISTORY     - Date     Condition        Report By
 JU4116  HISTORY     - 1986     MONUMENTED       TWT
 JU4116  HISTORY     - 19980208 GOOD             USPSQD
 JU4116  HISTORY     - 20011203 MARK NOT FOUND   NGS
 JU4116  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU4116
 JU4116                          STATION DESCRIPTION
 JU4116
 JU4116'DESCRIBED BY TWT CONS ENG 1986
 JU4116'LOCATED ON THE EASTERLY SIDE OF MCGOVERN ROAD AND ABOUT 6.5 MILES FROM
 JU4116'THE DELAWARE, MARYLAND AND PENNSYLVANIA BOUNDARY CORNER AS MEASURED
 JU4116'ALONG THE DELAWARE ARC AND ABOUT 0.5 MILES NORTH OF HOCKESSIN.
 JU4116'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 41 AND MCGOVERN
 JU4116'ROAD, GO NORTHERLY ON MCGOVERN ROAD 0.20 MILES TO THE FINAL BEND IN
 JU4116'THE ROAD, OPPOSITE A PRIVATE RESIDENCE ON THE LEFT AND THE STATION
 JU4116'MARK ON THE RIGHT AS DESCRIBED.
 JU4116'STATION MARK STAMPED TRIG D AZ MK 1986 IS A STANDARD ALUMINUM DISK SET
 JU4116'ATOP AN IRREGULAR MASS OF POURED CONCRETE 3.3 FEET IN DEPTH. THE DISK
 JU4116'IS 0.50 FEET BELOW THE SURFACE MEASURED 7.0 FEET FROM THE PHYSICAL
 JU4116'CENTERLINE OF THE 30 FOOT WIDE CARTWAY AND MEASURED 1499 FEET
 JU4116'SOUTHWARDLY FROM CONTROL STATION STAMPED TRIG D 1986.
 JU4116
 JU4116                          STATION RECOVERY (1998)
 JU4116
 JU4116'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU4116'RECOVERED IN GOOD CONDITION.
 JU4116
 JU4116                          STATION RECOVERY (2001)
 JU4116
 JU4116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU4116'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU4116
 JU4116                          STATION RECOVERY (2013)
 JU4116
 JU4116'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4116'DESCRIPTION INADEQUATE, CARTWAY IS NO LONGER.  ALL ROADS ARE PAVED AND
 JU4116'
 JU4116'MAINTAINED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3991 ***********************************************************************
 JU3991  DESIGNATION -  TRIG E
 JU3991  PID         -  JU3991
 JU3991  STATE/COUNTY-  DE/NEW CASTLE
 JU3991  COUNTRY     -  US
 JU3991  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3991
 JU3991                         *CURRENT SURVEY CONTROL
 JU3991  ______________________________________________________________________
 JU3991* NAD 83(1991) POSITION- 39 50 18.21504(N) 075 35 12.12481(W)   ADJUSTED
 JU3991* NAD 83(1991) ELLIP HT-    24.801 (meters)        (05/14/99)   ADJUSTED
 JU3991* NAVD 88 ORTHO HEIGHT -    58.1   (meters)      191.    (feet) VERTCON3
 JU3991  ______________________________________________________________________
 JU3991  GEOID HEIGHT    -        -32.917 (meters)                     GEOID18
 JU3991  NAD 83(1991) X  -  1,220,737.707 (meters)                     COMP
 JU3991  NAD 83(1991) Y  - -4,749,882.272 (meters)                     COMP
 JU3991  NAD 83(1991) Z  -  4,064,239.529 (meters)                     COMP
 JU3991  LAPLACE CORR    -          1.35  (seconds)                    DEFLEC18
 JU3991  HORZ ORDER      -  FIRST
 JU3991  ELLP ORDER      -  FOURTH    CLASS I
 JU3991
 JU3991.The horizontal coordinates were established by GPS observations
 JU3991.and adjusted by the National Geodetic Survey in January 1992.
 JU3991
 JU3991.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3991
 JU3991.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3991.GEOID18 height accuracy estimate available here.
 JU3991
 JU3991.Click photographs - Photos may exist for this station.
 JU3991
 JU3991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU3991
 JU3991.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3991
 JU3991.The ellipsoidal height was determined by GPS observations
 JU3991.and is referenced to NAD 83.
 JU3991
 JU3991. The following values were computed from the NAD 83(1991) position.
 JU3991
 JU3991;                    North         East     Units Scale Factor Converg.
 JU3991;SPC DE       -   204,100.110   185,445.981   MT  0.99999761   -0 06 32.1
 JU3991;SPC DE       -   669,618.44    608,417.36   sFT  0.99999761   -0 06 32.1
 JU3991;SPC PA S     -    58,347.228   785,151.651   MT  1.00001620   +1 24 12.7
 JU3991;SPC PA S     -   191,427.53  2,575,951.71   sFT  1.00001620   +1 24 12.7
 JU3991;UTM  18      - 4,409,985.333   449,801.330   MT  0.99963102   -0 22 33.1
 JU3991
 JU3991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3991!SPC DE       -   0.99999611  x   0.99999761  =   0.99999372
 JU3991!SPC PA S     -   0.99999611  x   1.00001620  =   1.00001231
 JU3991!UTM  18      -   0.99999611  x   0.99963102  =   0.99962713
 JU3991
 JU3991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK4980109985(NAD 83)
 JU3991
 JU3991|---------------------------------------------------------------------|
 JU3991| PID    Reference Object                     Distance      Geod. Az  |
 JU3991|                                                           dddmmss.s |
 JU3991| JU4117 TRIG E AZ MK                        203.764 METERS 22103     |
 JU3991| JU3975 BOUNDARY MON 13+1/2 DE PA TEMP       41.994 METERS 25638     |
 JU3991| JU4241 BOUNDARY MON 13+1/2 DE PA            42.167 METERS 25654     |
 JU3991|---------------------------------------------------------------------|
 JU3991
 JU3991                          SUPERSEDED SURVEY CONTROL
 JU3991
 JU3991  NAD 83(1986)-  39 50 18.21035(N)    075 35 12.13171(W) AD(       ) 1
 JU3991  NAD 83(1986)-  39 50 18.20980(N)    075 35 12.13209(W) AD(       ) 2
 JU3991  NGVD 29 (10/29/90)   58.4    (m)  OSU 89B  model used  GPS OBS        
 JU3991  NGVD 29 (09/09/88)   58.6    (m)  RAPSU86  model used  GPS OBS        
 JU3991
 JU3991.Superseded values are not recommended for survey control.
 JU3991
 JU3991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3991.See file dsdata.pdf to determine how the superseded data were derived.
 JU3991
 JU3991_MARKER: DU = BOUNDARY MARKER
 JU3991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3991_STAMPING: GPS TRIG E 1986
 JU3991_MARK LOGO: DEPABC
 JU3991_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JU3991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3991+STABILITY: SURFACE MOTION
 JU3991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3991+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1989
 JU3991
 JU3991  HISTORY     - Date     Condition        Report By
 JU3991  HISTORY     - 1986     MONUMENTED       DEPABC
 JU3991  HISTORY     - 1986     GOOD             GEOHYD
 JU3991  HISTORY     - 19890821 GOOD             TWT
 JU3991
 JU3991                          STATION DESCRIPTION
 JU3991
 JU3991'DESCRIBED BY DE-PA BOUNDARY COMM 1986 (JDR)
 JU3991'THE STATION IS LOCATED NEAR THE PENNSYLVANIA-DELAWARE STATE LINE, IN
 JU3991'A PASTURE ON A FARM WHOSE OWNER IS NOT KNOWN.  IT IS ABOUT 1 MILE
 JU3991'NORTH OF THE DUPONT MANSION AND 100 FEET SOUTHEAST OF A SMALL LAKE.
 JU3991'
 JU3991'A DELAWARE-PENNSYLVANIA BOUNDARY COMMISSION SURVEY DISK SET IN TOP
 JU3991'OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT
 JU3991'IS 61.5 FEET SOUTHEAST OF A FENCE CORNER, 56.4 FEET NORTHWEST OF A
 JU3991'FENCE CORNER, 19.0 FEET NORTHWEST OF THE CENTER OF A METAL GATE AND
 JU3991'2.7 FEET SOUTHWEST OF A RAIL FENCE AND POST.  THE DISK IS STAMPED---
 JU3991'GPS TRIG E 1986---.
 JU3991'
 JU3991'TO REACH FROM THE INTERSECTION OF DELAWARE STATE HIGHWAYS 92 AND 100,
 JU3991'GO NORTH ON HIGHWAY 100 FOR 1.65 MILES TO CROSSROADS.  TURN RIGHT IN
 JU3991'A NORTHEAST DIRECTION FOR 0.25 MILE TO A LARGE STONE WATER TOWER ON
 JU3991'THE RIGHT AND A NARROW PAVED ROAD ON THE LEFT.  TURN LEFT AND GO
 JU3991'NORTH AND NORTHEAST ON A NARROW PAVED ROAD FOR 1.2 MILES TO A LARGE
 JU3991'WHITE BARN ON THE RIGHT.  TURN RIGHT DOWN DRIVEWAY FOR ABOUT 130 FEET
 JU3991'TO A METAL GATE.  PASS THROUGH A GATE, THEN AHEAD THROUGH BARN LOT
 JU3991'FOR 150 FEET TO A METAL GATE.  PASS THROUGH GATE THEN RIGHT THROUGH
 JU3991'PASTURE TO A FENCE AND STATION ON THE SOUTH SIDE OF FENCE AS
 JU3991'DESCRIBED.
 JU3991
 JU3991                          STATION RECOVERY (1986)
 JU3991
 JU3991'RECOVERY NOTE BY GEO-HYDRO INCORPORATED 1986
 JU3991'RECOVERED IN GOOD CONDITION.
 JU3991
 JU3991                          STATION RECOVERY (1989)
 JU3991
 JU3991'RECOVERY NOTE BY TWT CONS ENG 1989
 JU3991'LOCATED ON PRIVATE PROPERTY IN AN OPEN PASTURE AND ABOUT 21.73 KM
 JU3991'(13.50 MI) FROM THE DELAWARE, MARYLAND AND PENNSYLVANIA BOUNDARY
 JU3991'CORNER AS MEASURED ALONG THE DELAWARE ARC.  TO REACH THE STATION FROM
 JU3991'THE JUNCTION OF HIGHWAY 100 AND SMITHS BRIDGE ROAD GO NORTHEASTERLY
 JU3991'ON SMITHS BRIDGE ROAD 0.8 KM (0.5 MI) TO A PRIVATE DRIVE ON THE LEFT.
 JU3991'TRAVEL DOWN THE PRIVATE DRIVE 1.9 KM (1.2 MI) TO AN OPEN FIELD ON
 JU3991'THE RIGHT.  TRAVEL ON FOOT EASTERLY TO THE EAST SIDE OF AN IRRIGATION
 JU3991'POND TO STATION AS DESCRIBED.  STATION MARK STAMPED TRIG E 1986 IS A
 JU3991'STANDARD ALUMINUM DISK SET ATOP AN IRREGULAR MASS OF POURED CONCRETE
 JU3991'SQUARED AT THE SURFACE AND 1.0 M (3.3 FT) IN DEPTH.  THE DISK IS AT
 JU3991'GROUND LEVEL.  STATION IS MEASURED 0.85 M (2.79 FT) SOUTH OF A WOOD
 JU3991'RAIL FENCE, 3.72 M (12.20 FT) WEST OF A GATE POST IN THE FENCE, 17.04
 JU3991'M (55.91 FT) WEST OF A FENCE POST CORNER AND 18.68 M (61.29 FT) EAST
 JU3991'OF ANOTHER FENCE POST CORNER IN THE CORRAL. AZIMUTH MARK IS LOCATED
 JU3991'SOUTHWARDLY 203.76 M (668.50 FT) ACROSS THE PASTURE FROM STATION.
 JU3991'AZIMUTH MARK IS AN ALUMINUM DISK SET IN CONCRETE STAMPED TRIG E AZ
 JU3991'MK 1986 BEHIND A WHITE FRAME STABLE.  THE DISK IS AT GROUND LEVEL AND
 JU3991'MEASURED 5.43 M (17.81 FT) FROM THE EAST CORNER OF THE STABLE AND
 JU3991'1.65 M (5.41 FT) FROM THE WEST CORNER OF THE STABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4117 ***********************************************************************
 JU4117  DESIGNATION -  TRIG E AZ MK
 JU4117  PID         -  JU4117
 JU4117  STATE/COUNTY-  DE/NEW CASTLE
 JU4117  COUNTRY     -  US
 JU4117  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU4117
 JU4117                         *CURRENT SURVEY CONTROL
 JU4117  ______________________________________________________________________
 JU4117* NAD 83(1991) POSITION- 39 50 13.23299(N) 075 35 17.75327(W)   ADJUSTED
 JU4117* NAVD 88 ORTHO HEIGHT -    63.    (meters)      207.    (feet) VERTCON3
 JU4117  ______________________________________________________________________
 JU4117  GEOID HEIGHT    -        -32.915 (meters)                     GEOID18
 JU4117  LAPLACE CORR    -          1.27  (seconds)                    DEFLEC18
 JU4117  HORZ ORDER      -  SECOND
 JU4117
 JU4117.The horizontal coordinates were established by classical geodetic methods
 JU4117.and adjusted by the National Geodetic Survey in January 1992.
 JU4117
 JU4117.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4117
 JU4117.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4117.GEOID18 height accuracy estimate available here.
 JU4117
 JU4117.Click photographs - Photos may exist for this station.
 JU4117
 JU4117.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4117
 JU4117. The following values were computed from the NAD 83(1991) position.
 JU4117
 JU4117;                    North         East     Units Scale Factor Converg.
 JU4117;SPC DE       -   203,946.709   185,311.863   MT  0.99999765   -0 06 35.7
 JU4117;SPC DE       -   669,115.16    607,977.34   sFT  0.99999765   -0 06 35.7
 JU4117;SPC PA S     -    58,190.338   785,021.626   MT  1.00001646   +1 24 09.1
 JU4117;SPC PA S     -   190,912.80  2,575,525.12   sFT  1.00001646   +1 24 09.1
 JU4117;UTM  18      - 4,409,832.615   449,666.548   MT  0.99963119   -0 22 36.7
 JU4117
 JU4117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4117!SPC DE       -   0.99999525  x   0.99999765  =   0.99999290
 JU4117!SPC PA S     -   0.99999525  x   1.00001646  =   1.00001171
 JU4117!UTM  18      -   0.99999525  x   0.99963119  =   0.99962644
 JU4117
 JU4117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK4966609832(NAD 83)
 JU4117
 JU4117                          SUPERSEDED SURVEY CONTROL
 JU4117
 JU4117  NAD 83(1986)-  39 50 13.22828(N)    075 35 17.76011(W) AD(       ) 2
 JU4117  NGVD 29 (10/29/90)   63.     (m)          207.     (f) VERT ANG       
 JU4117
 JU4117.Superseded values are not recommended for survey control.
 JU4117
 JU4117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4117.See file dsdata.pdf to determine how the superseded data were derived.
 JU4117
 JU4117_MARKER: DD = SURVEY DISK
 JU4117_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU4117_SP_SET: IRREGULAR CONCRETE MASS
 JU4117_STAMPING: TRIG E AZ MK 1986
 JU4117_MARK LOGO: DEPABC
 JU4117_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4117
 JU4117  HISTORY     - Date     Condition        Report By
 JU4117  HISTORY     - 1986     MONUMENTED       TWT
 JU4117
 JU4117                          STATION DESCRIPTION
 JU4117
 JU4117'DESCRIBED BY TWT CONS ENG 1986
 JU4117'LOCATED ON PRIVATE PROPERTY IN AN OPEN PASTURE AND ABOUT 13.5 MILES
 JU4117'FROM THE DELAWARE, MARYLAND AND PENNSYLVANIA BOUNDARY CORNER AS
 JU4117'MEASURED ALONG THE DELAWARE ARC.
 JU4117'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 100 AND SMITHS
 JU4117'BRIDGE ROAD, GO NORTHEASTERLY ON SMITHS BRIDGE ROAD 0.50 MILES TO A
 JU4117'PRIVATE ROAD ON THE LEFT OPPOSITE AN OLD STONE SILO ON THE RIGHT,
 JU4117'PROCEED NORTHWESTERLY ALONG THE PRIVATE DRIVE FOLLOWING ITS MEANDER
 JU4117'FOR 1.1 MILES, MORE OR LESS, TO A WHITE HOUSE ATOP A SMALL HILL ON
 JU4117'THE RIGHT AND AN ACCOMPANYING WHITE STABLE WHERE THE STATION IS
 JU4117'LOCATED AROUND THE BACK AS DESCRIBED.
 JU4117'STATION MARK STAMPED TRIG E AZ MK 1986 IS A STANDARD ALUMINUM DISK SET
 JU4117'ATOP AN IRREGULAR MASS OF POURED CONCRETE 3.3 FEET IN DEPTH. THE DISK
 JU4117'IS SET LEVEL WITH THE SURFACE OF THE GROUND, MEASURED 17.8 FEET FROM
 JU4117'THE EASTERN CORNER OF THE REAR OF THE STABLE, MEASURED 5.4 FEET FROM
 JU4117'THE WESTERN CORNER AND MEASURED SOUTHERLY 668.5 FEET FROM CONTROL
 JU4117'STATION STAMPED TRIG E 1986.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4119 ***********************************************************************
 JU4119  DESIGNATION -  TRIG F AZ MK
 JU4119  PID         -  JU4119
 JU4119  STATE/COUNTY-  DE/NEW CASTLE
 JU4119  COUNTRY     -  US
 JU4119  USGS QUAD   -  MARCUS HOOK (2019)
 JU4119
 JU4119                         *CURRENT SURVEY CONTROL
 JU4119  ______________________________________________________________________
 JU4119* NAD 83(1991) POSITION- 39 49 16.82796(N) 075 27 20.57462(W)   ADJUSTED
 JU4119* NAVD 88 ORTHO HEIGHT -    32.    (meters)      105.    (feet) VERTCON3
 JU4119  ______________________________________________________________________
 JU4119  GEOID HEIGHT    -        -32.935 (meters)                     GEOID18
 JU4119  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC18
 JU4119  HORZ ORDER      -  SECOND
 JU4119
 JU4119.The horizontal coordinates were established by classical geodetic methods
 JU4119.and adjusted by the National Geodetic Survey in January 1992.
 JU4119
 JU4119.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU4119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU4119
 JU4119.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4119.GEOID18 height accuracy estimate available here.
 JU4119
 JU4119.Click photographs - Photos may exist for this station.
 JU4119
 JU4119.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4119
 JU4119. The following values were computed from the NAD 83(1991) position.
 JU4119
 JU4119;                    North         East     Units Scale Factor Converg.
 JU4119;SPC DE       -   202,193.711   196,656.840   MT  0.99999514   -0 01 30.0
 JU4119;SPC DE       -   663,363.87    645,198.32   sFT  0.99999514   -0 01 30.0
 JU4119;SPC NJ       -   110,116.382    68,182.991   MT  0.99998238   -0 36 43.5
 JU4119;SPC NJ       -   361,273.50    223,697.03   sFT  0.99998238   -0 36 43.5
 JU4119;SPC PA S     -    56,737.466   796,409.182   MT  1.00001940   +1 29 18.7
 JU4119;SPC PA S     -   186,146.17  2,612,885.79   sFT  1.00001940   +1 29 18.7
 JU4119;UTM  18      - 4,408,027.462   460,999.026   MT  0.99961873   -0 17 30.6
 JU4119
 JU4119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4119!SPC DE       -   1.00000014  x   0.99999514  =   0.99999528
 JU4119!SPC NJ       -   1.00000014  x   0.99998238  =   0.99998252
 JU4119!SPC PA S     -   1.00000014  x   1.00001940  =   1.00001954
 JU4119!UTM  18      -   1.00000014  x   0.99961873  =   0.99961887
 JU4119
 JU4119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6099908027(NAD 83)
 JU4119
 JU4119                          SUPERSEDED SURVEY CONTROL
 JU4119
 JU4119  NAD 83(1986)-  39 49 16.82292(N)    075 27 20.58173(W) AD(       ) 2
 JU4119  NGVD 29 (10/29/90)   32.     (m)          105.     (f) VERT ANG       
 JU4119
 JU4119.Superseded values are not recommended for survey control.
 JU4119
 JU4119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4119.See file dsdata.pdf to determine how the superseded data were derived.
 JU4119
 JU4119_MARKER: DD = SURVEY DISK
 JU4119_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JU4119_SP_SET: IRREGULAR CONCRETE MASS
 JU4119_STAMPING: TRIG F AZ MK 1986
 JU4119_MARK LOGO: DEPABC
 JU4119_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4119
 JU4119  HISTORY     - Date     Condition        Report By
 JU4119  HISTORY     - 1986     MONUMENTED       TWT
 JU4119  HISTORY     - 19990403 MARK NOT FOUND   USPSQD
 JU4119
 JU4119                          STATION DESCRIPTION
 JU4119
 JU4119'DESCRIBED BY TWT CONS ENG 1986
 JU4119'LOCATED UNDERNEATH THE ELECTRIC POWER LINES NORTH OF THE SOCIETY HILL
 JU4119'APARTMENT COMPLEX AND ABOUT 20.5 MILES FROM THE DELAWARE, MARYLAND
 JU4119'AND PENNSYLVANIA BOUNDARY CORNER AS MEASURED ALONG THE DELAWARE ARC.
 JU4119'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 92 (AKA NAAMANS
 JU4119'ROAD) AND THE ENTRANCE TO SOCIETY HILL APARTMENTS, GO NORTHEASTERLY
 JU4119'THROUGH THE COMPLEX TO AN OPEN FIELD AND A ELECTRIC POWER LINE
 JU4119'EASEMENT, GO SOUTHEASTERLY 785 FEET ALONG THE POWER LINE TO THE
 JU4119'STATION ON THE RIGHT AS DESCRIBED.
 JU4119'STATION MARK STAMPED TRIG F AZ MK 1986 IS A STANDARD ALUMINUM DISK SET
 JU4119'ATOP AN IRREGULAR MASS OF POURED CONCRETE 3.3 FEET IN DEPTH. THE DISK
 JU4119'IS SET LEVEL WITH THE SURFACE MEASURED SOUTHEASTERLY 1174.5 FEET FROM
 JU4119'CONTROL STATION STAMPED TRIG F 1986.
 JU4119
 JU4119                          STATION RECOVERY (1999)
 JU4119
 JU4119'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU4119'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1246 ***********************************************************************
 JU1246  DESIGNATION -  TT 14 J
 JU1246  PID         -  JU1246
 JU1246  STATE/COUNTY-  DE/KENT
 JU1246  COUNTRY     -  US
 JU1246  USGS QUAD   -  SMYRNA (2016)
 JU1246
 JU1246                         *CURRENT SURVEY CONTROL
 JU1246  ______________________________________________________________________
 JU1246* NAD 83(1986) POSITION- 39 20 29.42   (N) 075 32 29.02   (W)   HD_HELD1
 JU1246* NAVD 88 ORTHO HEIGHT -     3.461 (meters)       11.36  (feet) ADJUSTED
 JU1246  ______________________________________________________________________
 JU1246  GEOID HEIGHT    -        -33.851 (meters)                     GEOID18
 JU1246  DYNAMIC HEIGHT  -          3.459 (meters)       11.35  (feet) COMP
 JU1246  MODELED GRAVITY -    980,112.4   (mgal)                       NAVD 88
 JU1246
 JU1246  VERT ORDER      -  THIRD
 JU1246
 JU1246.The horizontal coordinates were determined by differentially corrected
 JU1246.hand held GPS observations or other comparable positioning techniques
 JU1246.and have an estimated accuracy of +/- 3 meters.
 JU1246
 JU1246.The orthometric height was determined by differential leveling and
 JU1246.adjusted by the NATIONAL GEODETIC SURVEY
 JU1246.in June 1991.
 JU1246
 JU1246.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1246.GEOID18 height accuracy estimate available here.
 JU1246
 JU1246.Click photographs - Photos may exist for this station.
 JU1246
 JU1246.The dynamic height is computed by dividing the NAVD 88
 JU1246.geopotential number by the normal gravity value computed on the
 JU1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1246.degrees latitude (g = 980.6199 gals.).
 JU1246
 JU1246.The modeled gravity was interpolated from observed gravity values.
 JU1246
 JU1246;                    North         East    Units  Estimated Accuracy
 JU1246;SPC DE       -   148,926.2     189,247.5     MT  (+/- 3 meters HH1 GPS) 
 JU1246
 JU1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5334554814(NAD 83)
 JU1246
 JU1246                          SUPERSEDED SURVEY CONTROL
 JU1246
 JU1246  NGVD 29 (11/26/84)    3.667  (m)           12.03   (f) ADJUSTED    3 0
 JU1246
 JU1246.Superseded values are not recommended for survey control.
 JU1246
 JU1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1246.See file dsdata.pdf to determine how the superseded data were derived.
 JU1246
 JU1246_MARKER: DD = SURVEY DISK
 JU1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1246_STAMPING: TT 14 1926
 JU1246_MARK LOGO: USGS
 JU1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1246+STABILITY: SURFACE MOTION
 JU1246
 JU1246  HISTORY     - Date     Condition        Report By
 JU1246  HISTORY     - 1926     MONUMENTED       USGS
 JU1246  HISTORY     - 1946     GOOD             CGS
 JU1246  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1246  HISTORY     - 20120321 MARK NOT FOUND   DELCOS
 JU1246
 JU1246                          STATION DESCRIPTION
 JU1246
 JU1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JU1246'4.6 MI NW FROM DUTCH NECK CROSSROADS.
 JU1246'4.6 MILES NORTHWEST ALONG A ROAD FROM DUTCH NECK CROSSROADS, KENT
 JU1246'COUNTY, 1.0 MILE SOUTHEAST OF FLEMINGS LANDING, AT A ROAD
 JU1246'INTERSECTION (ONE ROAD LEADS SOUTH AND A DIRT ROAD LEADS NORTH
 JU1246'TO SHORTS LANDING), IN THE NORTH CORNER OF THE INTERSECTION, 24
 JU1246'FEET NORTHWEST OF THE SHORTS LANDING ROAD, 3.5 FEET NORTH OF POLE
 JU1246'465, AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A UNITED
 JU1246'STATES GEOLOGICAL SRUVEY STANDARD DISK, STAMPED TT 14 J 1926 AND
 JU1246'SET IN THE TOP OF A CONCRETE POST.
 JU1246
 JU1246                          STATION RECOVERY (1981)
 JU1246
 JU1246'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1246'MARK NOT FOUND.
 JU1246
 JU1246                          STATION RECOVERY (2012)
 JU1246
 JU1246'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1246'LOCATED IN A STATE WILDLIFE GRAVEL PULLOFF, BELIEVED TO BE DESTROYED
 JU1246'OR BURIED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1252 ***********************************************************************
 JU1252  DESIGNATION -  TT 16 J
 JU1252  PID         -  JU1252
 JU1252  STATE/COUNTY-  DE/NEW CASTLE
 JU1252  COUNTRY     -  US
 JU1252  USGS QUAD   -  TAYLORS BRIDGE (2016)
 JU1252
 JU1252                         *CURRENT SURVEY CONTROL
 JU1252  ______________________________________________________________________
 JU1252* NAD 83(2011) POSITION- 39 24 20.79116(N) 075 35 19.87340(W)   ADJUSTED
 JU1252* NAD 83(2011) ELLIP HT-   -29.266 (meters)        (06/27/12)   ADJUSTED
 JU1252* NAD 83(2011) EPOCH   -  2010.00
 JU1252* NAVD 88 ORTHO HEIGHT -     4.462 (meters)       14.64  (feet) ADJUSTED
 JU1252  ______________________________________________________________________
 JU1252  GEOID HEIGHT    -        -33.715 (meters)                     GEOID18
 JU1252  NAD 83(2011) X  -  1,228,172.347 (meters)                     COMP
 JU1252  NAD 83(2011) Y  - -4,779,555.169 (meters)                     COMP
 JU1252  NAD 83(2011) Z  -  4,027,207.344 (meters)                     COMP
 JU1252  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC18
 JU1252  DYNAMIC HEIGHT  -          4.460 (meters)       14.63  (feet) COMP
 JU1252  MODELED GRAVITY -    980,116.8   (mgal)                       NAVD 88
 JU1252
 JU1252  VERT ORDER      -  SECOND    CLASS 0
 JU1252
 JU1252  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU1252  Standards:
 JU1252         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU1252            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU1252  -------------------------------------------------------------------
 JU1252  NETWORK    0.26   0.41           0.11   0.10   0.21      0.02104371
 JU1252  -------------------------------------------------------------------
 JU1252  Click here for local accuracies and other accuracy information.
 JU1252
 JU1252.The horizontal coordinates were established by GPS observations
 JU1252.and adjusted by the National Geodetic Survey in June 2012.
 JU1252
 JU1252.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU1252.been affixed to the stable North American tectonic plate. See 
 JU1252.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU1252
 JU1252.The horizontal coordinates are valid at the epoch date displayed above
 JU1252.which is a decimal equivalence of Year/Month/Day.
 JU1252
 JU1252.The orthometric height was determined by differential leveling and
 JU1252.adjusted by the NATIONAL GEODETIC SURVEY
 JU1252.in June 1991.
 JU1252
 JU1252.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1252.GEOID18 height accuracy estimate available here.
 JU1252
 JU1252.Click photographs - Photos may exist for this station.
 JU1252
 JU1252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1252
 JU1252.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1252
 JU1252.The ellipsoidal height was determined by GPS observations
 JU1252.and is referenced to NAD 83.
 JU1252
 JU1252.The dynamic height is computed by dividing the NAVD 88
 JU1252.geopotential number by the normal gravity value computed on the
 JU1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1252.degrees latitude (g = 980.6199 gals.).
 JU1252
 JU1252.The modeled gravity was interpolated from observed gravity values.
 JU1252
 JU1252. The following values were computed from the NAD 83(2011) position.
 JU1252
 JU1252;                    North         East     Units Scale Factor Converg.
 JU1252;SPC DE       -   156,068.247   185,169.695   MT  0.99999771   -0 06 33.5
 JU1252;SPC DE       -   512,033.91    607,510.91   sFT  0.99999771   -0 06 33.5
 JU1252;UTM  18      - 4,361,972.862   449,302.470   MT  0.99963164   -0 22 25.7
 JU1252
 JU1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1252!SPC DE       -   1.00000459  x   0.99999771  =   1.00000230
 JU1252!UTM  18      -   1.00000459  x   0.99963164  =   0.99963623
 JU1252
 JU1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4930261972(NAD 83)
 JU1252
 JU1252                          SUPERSEDED SURVEY CONTROL
 JU1252
 JU1252  NAD 83(2007)-  39 24 20.79144(N)    075 35 19.87419(W) AD(2002.00) 1
 JU1252  ELLIP H (04/14/09)  -29.244  (m)                       GP(2002.00) 4 1
 JU1252  NAD 83(1991)-  39 24 20.79153(N)    075 35 19.87389(W) AD(       ) 1
 JU1252  ELLIP H (12/29/05)  -29.246  (m)                       GP(       ) 4 1
 JU1252  NAVD 88               4.46   (m)           14.6    (f) LEVELING    3  
 JU1252  NGVD 29 (11/26/84)    4.685  (m)           15.37   (f) ADJUSTED    2 0
 JU1252
 JU1252.Superseded values are not recommended for survey control.
 JU1252
 JU1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1252.See file dsdata.pdf to determine how the superseded data were derived.
 JU1252
 JU1252_MARKER: DD = SURVEY DISK
 JU1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1252_STAMPING: TT NO 16 J 1926
 JU1252_MARK LOGO: USGS
 JU1252_PROJECTION: FLUSH
 JU1252_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1252+STABILITY: SURFACE MOTION
 JU1252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1252+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1252
 JU1252  HISTORY     - Date     Condition        Report By
 JU1252  HISTORY     - 1926     MONUMENTED       USGS
 JU1252  HISTORY     - 1961     GOOD             CGS
 JU1252  HISTORY     - 1981     GOOD             UDE
 JU1252  HISTORY     - 20051007 GOOD             JMTMD
 JU1252  HISTORY     - 20130711 GOOD             DELCOS
 JU1252
 JU1252                          STATION DESCRIPTION
 JU1252
 JU1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 JU1252'AT TAYLORS BRIDGE.
 JU1252'IN THE NORTHWEST CORNER OF THE COMMUNITY BUILDING YARD WHICH
 JU1252'WAS FORMERLY THE SCHOOL HOUSE AND SCHOOL YARD.  33 FEET NORTH OF
 JU1252'THE CENTER LINE OF THE HIGHWAY, 7 FEET SOUTH OF POWER LINE POLE
 JU1252'NO. 71 AND 4.5 FEET SOUTH OF A WOVEN FENCE.  SET IN THE TOP OF A
 JU1252'CONCRETE POST PROJECTING 1 INCH.
 JU1252
 JU1252                          STATION RECOVERY (1981)
 JU1252
 JU1252'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1252'RECOVERED IN GOOD CONDITION.
 JU1252
 JU1252                          STATION RECOVERY (2005)
 JU1252
 JU1252'RECOVERY NOTE BY JMT ENGINEERING 2005 (BRH)
 JU1252'RECOVERED AS DESCRIBED.
 JU1252
 JU1252                          STATION RECOVERY (2013)
 JU1252
 JU1252'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1252'THE TELEPHONE POLE MENTIONED PREVIOUSLY IS NOW NUMBERED 47397-31018.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DQ0906 ***********************************************************************
 DQ0906  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ0906  DESIGNATION -  TT 19 WAC
 DQ0906  PID         -  DQ0906
 DQ0906  STATE/COUNTY-  DE/KENT
 DQ0906  COUNTRY     -  US
 DQ0906  USGS QUAD   -  FREDERICA (2016)
 DQ0906
 DQ0906                         *CURRENT SURVEY CONTROL
 DQ0906  ______________________________________________________________________
 DQ0906* NAD 83(2011) POSITION- 39 00 27.10358(N) 075 28 23.06574(W)   ADJUSTED
 DQ0906* NAD 83(2011) ELLIP HT-   -27.735 (meters)        (12/20/17)   ADJUSTED
 DQ0906* NAD 83(2011) EPOCH   -  2010.00
 DQ0906* NAVD 88 ORTHO HEIGHT -     7.26  (meters)       23.8   (feet) GPS OBS
 DQ0906  ______________________________________________________________________
 DQ0906  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ0906  GEOID HEIGHT    -        -34.993 (meters)                     GEOID12B
 DQ0906  GEOID HEIGHT    -        -34.995 (meters)                     GEOID18
 DQ0906  NAD 83(2011) X  -  1,244,838.650 (meters)                     COMP
 DQ0906  NAD 83(2011) Y  - -4,804,119.024 (meters)                     COMP
 DQ0906  NAD 83(2011) Z  -  3,992,949.078 (meters)                     COMP
 DQ0906  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 DQ0906
 DQ0906  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ0906  Standards:
 DQ0906         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ0906            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ0906  -------------------------------------------------------------------
 DQ0906  NETWORK    0.90   0.86           0.38   0.35   0.44     -0.14774105
 DQ0906  -------------------------------------------------------------------
 DQ0906  Click here for local accuracies and other accuracy information.
 DQ0906
 DQ0906.The horizontal coordinates were established by GPS observations
 DQ0906.and adjusted by the MASER CONSULTING in December 2017.
 DQ0906
 DQ0906.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ0906.been affixed to the stable North American tectonic plate. See 
 DQ0906.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ0906
 DQ0906.The horizontal coordinates are valid at the epoch date displayed above
 DQ0906.which is a decimal equivalence of Year/Month/Day.
 DQ0906
 DQ0906.The orthometric height was determined by GPS observations and a
 DQ0906.high-resolution geoid model using precise GPS observation and
 DQ0906.processing techniques.
 DQ0906
 DQ0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ0906.GEOID18 height accuracy estimate available here.
 DQ0906
 DQ0906.Click photographs - Photos may exist for this station.
 DQ0906
 DQ0906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ0906
 DQ0906.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ0906
 DQ0906.The ellipsoidal height was determined by GPS observations
 DQ0906.and is referenced to NAD 83.
 DQ0906
 DQ0906. The following values were computed from the NAD 83(2011) position.
 DQ0906
 DQ0906;                    North         East     Units Scale Factor Converg.
 DQ0906;SPC DE       -   111,842.731   195,114.194   MT  0.99999529   -0 02 07.8
 DQ0906;SPC DE       -   366,937.36    640,137.15   sFT  0.99999529   -0 02 07.8
 DQ0906;UTM  18      - 4,317,718.495   459,039.953   MT  0.99962066   -0 17 52.0
 DQ0906
 DQ0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0906!SPC DE       -   1.00000435  x   0.99999529  =   0.99999964
 DQ0906!UTM  18      -   1.00000435  x   0.99962066  =   0.99962501
 DQ0906
 DQ0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5903917718(NAD 83)
 DQ0906
 DQ0906                          SUPERSEDED SURVEY CONTROL
 DQ0906
 DQ0906.No superseded survey control is available for this station.
 DQ0906
 DQ0906_MARKER: DB = BENCH MARK DISK
 DQ0906_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ0906_SP_SET: STEP
 DQ0906_STAMPING: TT 19 WAC 1953
 DQ0906_MARK LOGO: USGS
 DQ0906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0906+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2019
 DQ0906
 DQ0906  HISTORY     - Date     Condition        Report By
 DQ0906  HISTORY     - 1953     MONUMENTED       USGS
 DQ0906  HISTORY     - 20130822 GOOD             DELCOS
 DQ0906  HISTORY     - 20190815 GOOD             USPSQD
 DQ0906
 DQ0906                          STATION DESCRIPTION
 DQ0906
 DQ0906'DESCRIBED BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 DQ0906'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) SOUTHWEST OF BOWERS, 4.4
 DQ0906'MI (7.1 KM) SOUTH OF MAGNOLIA AND IN THE TOWN OF FREDERICA, DE.
 DQ0906'
 DQ0906'TO REACH FROM THE INTERSECTION OF SOUTHBOUND ROUTE 1 (BAY ROAD) AND
 DQ0906'ROUTE 12, PROCEED SOUTH ON ROUTE 12 FOR 0.5 MI (0.8 KM), TURN RIGHT
 DQ0906'ONTO FRONT STREET (120) AND PROCEED FOR 0.5 MI (0.8 KM) TO THE MARK ON
 DQ0906'THE LEFT.
 DQ0906'
 DQ0906'IT IS 100.3 FT (30.6 M) SOUTHWEST OF A POWER LINE POLE NUMBERED 208,
 DQ0906'73.4 FT (22.4 M) WEST OF CENTER OF DRIVEWAY ENTRANCE, 64.5 FT (19.7 M)
 DQ0906'EAST-NORTHEAST OF THE EAST ELEMENTARY SCHOOL SIGN, 61 FT (18.6 M)
 DQ0906'SOUTH OF A POWER LINE POLE NUMBERED 50595/16508, 36.5 FT (11.1 M)
 DQ0906'SOUTH OF THE CENTERLINE OF ROUTE 12 AND SET IN THE SECOND STEP LEADING
 DQ0906'TOWARDS THE SCHOOL HOUSE.
 DQ0906
 DQ0906                          STATION RECOVERY (2019)
 DQ0906
 DQ0906'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 DQ0906'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0762 ***********************************************************************
 HU0762  DESIGNATION -  TT 7
 HU0762  PID         -  HU0762
 HU0762  STATE/COUNTY-  DE/SUSSEX
 HU0762  COUNTRY     -  US
 HU0762  USGS QUAD   -  SEAFORD EAST (2016)
 HU0762
 HU0762                         *CURRENT SURVEY CONTROL
 HU0762  ______________________________________________________________________
 HU0762* NAD 83(1986) POSITION- 38 41 59.61   (N) 075 36 54.84   (W)   HD_HELD1
 HU0762* NAVD 88 ORTHO HEIGHT -    12.870 (meters)       42.22  (feet) ADJUSTED
 HU0762  ______________________________________________________________________
 HU0762  GEOID HEIGHT    -        -35.514 (meters)                     GEOID18
 HU0762  DYNAMIC HEIGHT  -         12.863 (meters)       42.20  (feet) COMP
 HU0762  MODELED GRAVITY -    980,022.1   (mgal)                       NAVD 88
 HU0762
 HU0762  VERT ORDER      -  FIRST     CLASS I
 HU0762
 HU0762.The horizontal coordinates were determined by differentially corrected
 HU0762.hand held GPS observations or other comparable positioning techniques
 HU0762.and have an estimated accuracy of +/- 3 meters.
 HU0762
 HU0762.The orthometric height was determined by differential leveling and
 HU0762.adjusted by the NATIONAL GEODETIC SURVEY
 HU0762.in June 1991.
 HU0762
 HU0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0762.GEOID18 height accuracy estimate available here.
 HU0762
 HU0762.Click photographs - Photos may exist for this station.
 HU0762
 HU0762.The dynamic height is computed by dividing the NAVD 88
 HU0762.geopotential number by the normal gravity value computed on the
 HU0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0762.degrees latitude (g = 980.6199 gals.).
 HU0762
 HU0762.The modeled gravity was interpolated from observed gravity values.
 HU0762
 HU0762;                    North         East    Units  Estimated Accuracy
 HU0762;SPC DE       -    77,708.5     182,726.5     MT  (+/- 3 meters HH1 GPS) 
 HU0762
 HU0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4650183653(NAD 83)
 HU0762
 HU0762                          SUPERSEDED SURVEY CONTROL
 HU0762
 HU0762  NGVD 29 (11/26/84)   13.119  (m)           43.04   (f) ADJUSTED    1 1
 HU0762
 HU0762.Superseded values are not recommended for survey control.
 HU0762
 HU0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0762.See file dsdata.pdf to determine how the superseded data were derived.
 HU0762
 HU0762_MARKER: DB = BENCH MARK DISK
 HU0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0762_STAMPING: TT 7 WAC 43 1953
 HU0762_MARK LOGO: USGS
 HU0762_PROJECTION: PROJECTING 5 CENTIMETERS
 HU0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0762+STABILITY: SURFACE MOTION
 HU0762
 HU0762  HISTORY     - Date     Condition        Report By
 HU0762  HISTORY     - 1953     MONUMENTED       USGS
 HU0762  HISTORY     - 1963     GOOD             CGS
 HU0762  HISTORY     - 1981     GOOD             UDE
 HU0762  HISTORY     - 19970227 GOOD             USPSQD
 HU0762  HISTORY     - 19980227 GOOD             USPSQD
 HU0762  HISTORY     - 20221031 GOOD             USPSQD
 HU0762
 HU0762                          STATION DESCRIPTION
 HU0762
 HU0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0762'4.4 MI N FROM SEAFORD.
 HU0762'4.4 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0762'AT SEAFORD, ABOUT 1.95 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD
 HU0762'FROM THE STATION AT BRIDGEVILLE, AT THE COMMUNITY OF CANNON, AT
 HU0762'THE CROSSING OF STATE HIGHWAY 18, 61 FEET NORTHWEST OF CENTER OF
 HU0762'THE CROSSING, 38 FEET WEST OF WEST RAIL, 21.5 FEET NORTH OF CENTER
 HU0762'LINE OF THE HIGHWAY, 4 1/2 FEET EAST OF POWER POLE DF 32, 4 FEET
 HU0762'WEST OF A TELEPHONE POLE, ABOUT LEVEL WITH TRACK, AND SET IN THE
 HU0762'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HU0762
 HU0762                          STATION RECOVERY (1981)
 HU0762
 HU0762'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0762'RECOVERED IN GOOD CONDITION.
 HU0762
 HU0762                          STATION RECOVERY (1997)
 HU0762
 HU0762'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU0762'RECOVERED IN GOOD CONDITION.
 HU0762
 HU0762                          STATION RECOVERY (1998)
 HU0762
 HU0762'RECOVERY NOTE BY US POWER SQUADRON 1998
 HU0762'RECOVERED IN GOOD CONDITION.
 HU0762
 HU0762                          STATION RECOVERY (2022)
 HU0762
 HU0762'RECOVERY NOTE BY US POWER SQUADRON 2022 (DLT)
 HU0762'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0756 ***********************************************************************
 HU0756  DESIGNATION -  TT 8
 HU0756  PID         -  HU0756
 HU0756  STATE/COUNTY-  DE/SUSSEX
 HU0756  COUNTRY     -  US
 HU0756  USGS QUAD   -  SEAFORD EAST (2016)
 HU0756
 HU0756                         *CURRENT SURVEY CONTROL
 HU0756  ______________________________________________________________________
 HU0756* NAD 83(1986) POSITION- 38 44 31.53   (N) 075 36 22.02   (W)   HD_HELD1
 HU0756* NAVD 88 ORTHO HEIGHT -    13.844 (meters)       45.42  (feet) ADJUSTED
 HU0756  ______________________________________________________________________
 HU0756  GEOID HEIGHT    -        -35.463 (meters)                     GEOID18
 HU0756  DYNAMIC HEIGHT  -         13.836 (meters)       45.39  (feet) COMP
 HU0756  MODELED GRAVITY -    980,025.3   (mgal)                       NAVD 88
 HU0756
 HU0756  VERT ORDER      -  FIRST     CLASS I
 HU0756
 HU0756.The horizontal coordinates were determined by differentially corrected
 HU0756.hand held GPS observations or other comparable positioning techniques
 HU0756.and have an estimated accuracy of +/- 3 meters.
 HU0756
 HU0756.The orthometric height was determined by differential leveling and
 HU0756.adjusted by the NATIONAL GEODETIC SURVEY
 HU0756.in March 1994.
 HU0756
 HU0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0756.GEOID18 height accuracy estimate available here.
 HU0756
 HU0756.Click photographs - Photos may exist for this station.
 HU0756
 HU0756.The dynamic height is computed by dividing the NAVD 88
 HU0756.geopotential number by the normal gravity value computed on the
 HU0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0756.degrees latitude (g = 980.6199 gals.).
 HU0756
 HU0756.The modeled gravity was interpolated from observed gravity values.
 HU0756
 HU0756;                    North         East    Units  Estimated Accuracy
 HU0756;SPC DE       -    82,391.4     183,529.3     MT  (+/- 3 meters HH1 GPS) 
 HU0756
 HU0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4732588331(NAD 83)
 HU0756
 HU0756                          SUPERSEDED SURVEY CONTROL
 HU0756
 HU0756  NAVD 88 (06/15/91)   13.851  (m)           45.44   (f) SUPERSEDED  1 1
 HU0756  NGVD 29 (11/26/84)   14.098  (m)           46.25   (f) ADJUSTED    1 1
 HU0756
 HU0756.Superseded values are not recommended for survey control.
 HU0756
 HU0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0756.See file dsdata.pdf to determine how the superseded data were derived.
 HU0756
 HU0756_MARKER: DB = BENCH MARK DISK
 HU0756_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HU0756_SP_SET: STREET LIGHT BASE
 HU0756_STAMPING: TT 8 WAC 1953 47
 HU0756_MARK LOGO: USGS
 HU0756_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0756+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2002
 HU0756
 HU0756  HISTORY     - Date     Condition        Report By
 HU0756  HISTORY     - 1953     MONUMENTED       USGS
 HU0756  HISTORY     - 1963     GOOD             CGS
 HU0756  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0756  HISTORY     - 19901031 GOOD             NGS
 HU0756  HISTORY     - 20021202 GOOD             MDSHA
 HU0756  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0756
 HU0756                          STATION DESCRIPTION
 HU0756
 HU0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0756'AT BRIDGEVILLE.
 HU0756'AT BRIDGEVILLE, ALONG THE PENNSYLVANIA RAILROAD, 51.3 FEET NORTH
 HU0756'OF NORTHWEST CORNER OF THE STATION, 34 FEET SOUTHEAST OF CENTER
 HU0756'OF THE CROSSING OF STATE HIGHWAY 404, 16.2 FEET EAST OF EAST
 HU0756'RAIL, ABOUT LEVEL WITH TRACK, AND SET IN TOP OF A CONCRETE BASE
 HU0756'FOR ABANDONED LAMP BASE.
 HU0756
 HU0756                          STATION RECOVERY (1981)
 HU0756
 HU0756'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0756'MARK NOT FOUND.
 HU0756
 HU0756                          STATION RECOVERY (1990)
 HU0756
 HU0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0756'IN BRIDGEVILLE, AT THE INTERSECTION OF STATE HIGHWAY 404 AND THE
 HU0756'CONRAIL RAILROAD, IN THE CONCRETE FOUNDATION OF A STREET LAMP, 16.0 M
 HU0756'(52.5 FT) WEST OF THE CENTER OF RAILROAD AVENUE, 15.6 M (51.2 FT)
 HU0756'NORTH OF THE NORTHWEST CORNER OF A BRICK BUILDING (OLD RAILROAD
 HU0756'STATION), 11.6 M (38.1 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 4.9 M
 HU0756'(16.1 FT) EAST OF THE NEAR RAIL, 2.8 M (9.2 FT) NORTHEAST OF
 HU0756'UNDERGROUND CABLE WARNING POST NUMBER 629, AND 0.3 M (1.0 FT) BELOW
 HU0756'THE LEVEL OF THE HIGHWAY.
 HU0756
 HU0756                          STATION RECOVERY (2002)
 HU0756
 HU0756'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2002 (SFK)
 HU0756'RECOVERED AS DESCRIBED.
 HU0756
 HU0756                          STATION RECOVERY (2013)
 HU0756
 HU0756'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0756'LIGHT POLE BASE NO LONGER EXISTS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1386 ***********************************************************************
 HU1386  DESIGNATION -  TUNNEL 2
 HU1386  PID         -  HU1386
 HU1386  STATE/COUNTY-  DE/SUSSEX
 HU1386  COUNTRY     -  US
 HU1386  USGS QUAD   -  BETHANY BEACH (2016)
 HU1386
 HU1386                         *CURRENT SURVEY CONTROL
 HU1386  ______________________________________________________________________
 HU1386* NAD 83(1991) POSITION- 38 30 47.44347(N) 075 04 46.03366(W)   ADJUSTED
 HU1386* NAVD 88 ORTHO HEIGHT -     1.3   (meters)        4.    (feet) VERTCON3
 HU1386  ______________________________________________________________________
 HU1386  GEOID HEIGHT    -        -35.828 (meters)                     GEOID18
 HU1386  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 HU1386  HORZ ORDER      -  THIRD
 HU1386
 HU1386.The horizontal coordinates were established by classical geodetic methods
 HU1386.and adjusted by the National Geodetic Survey in January 1992.
 HU1386
 HU1386.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1386
 HU1386.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1386.GEOID18 height accuracy estimate available here.
 HU1386
 HU1386.Click photographs - Photos may exist for this station.
 HU1386
 HU1386.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1386
 HU1386. The following values were computed from the NAD 83(1991) position.
 HU1386
 HU1386;                    North         East     Units Scale Factor Converg.
 HU1386;SPC DE       -    57,017.136   229,410.543   MT  1.00000565   +0 12 35.9
 HU1386;SPC DE       -   187,063.72    752,657.76   sFT  1.00000565   +0 12 35.9
 HU1386;UTM  18      - 4,262,758.753   493,073.060   MT  0.99960059   -0 02 58.1
 HU1386
 HU1386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1386!SPC DE       -   1.00000542  x   1.00000565  =   1.00001107
 HU1386!UTM  18      -   1.00000542  x   0.99960059  =   0.99960601
 HU1386
 HU1386:                Primary Azimuth Mark                     Grid Az
 HU1386:SPC DE       -  NORTH                                    054 16 47.1
 HU1386:UTM  18      -  NORTH                                    054 32 21.1
 HU1386
 HU1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9307362758(NAD 83)
 HU1386
 HU1386|---------------------------------------------------------------------|
 HU1386| PID    Reference Object                     Distance      Geod. Az  |
 HU1386|                                                           dddmmss.s |
 HU1386| HU1400 ADEES RED ROOFED HOUSE CHIMNEY      APPROX. 4.0 KM 0313849.1 |
 HU1386| HU1398 AUDITORIUM CENTER OF BUILDING       APPROX. 3.4 KM 0323624.6 |
 HU1386| HU1397 BETHANY BEACH MUNICIPAL TANK        APPROX. 3.3 KM 0334231.6 |
 HU1386| DC8500 TUNNEL 2 RM 1                        18.023 METERS 03847     |
 HU1386| HU1391 JOHN TUNNELS HOUSE CHIMNEY          APPROX. 0.6 KM 0441036.8 |
 HU1386| HU1399 NORTH                               APPROX. 2.4 KM 0542923.0 |
 HU1386| HU1460 FENWICK ISLAND US NAVY TOWER        APPROX. 5.1 KM 1501519.6 |
 HU1386| DC8502 TUNNEL 2 RM 3                        26.323 METERS 28856     |
 HU1386| HU1381 BETHEL CHURCH SPIRE                 APPROX. 3.6 KM 3425118.4 |
 HU1386| DC8501 TUNNEL 2 RM 2                        11.663 METERS 35336     |
 HU1386|---------------------------------------------------------------------|
 HU1386
 HU1386                          SUPERSEDED SURVEY CONTROL
 HU1386
 HU1386  NAD 83(1986)-  38 30 47.42619(N)    075 04 46.05421(W) AD(       ) 3
 HU1386  NAD 27      -  38 30 47.02638(N)    075 04 47.39781(W) AD(       ) 3
 HU1386  USSD        -  38 30 47.33000(N)    075 04 47.18500(W) AD(       ) 3
 HU1386  NGVD 29 (07/19/86)    1.5    (m)            5.     (f) VERT ANG       
 HU1386
 HU1386.Superseded values are not recommended for survey control.
 HU1386
 HU1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1386.See file dsdata.pdf to determine how the superseded data were derived.
 HU1386
 HU1386_MARKER: DS = TRIANGULATION STATION DISK
 HU1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1386_MARK LOGO: CGS
 HU1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1386+STABILITY: SURFACE MOTION
 HU1386
 HU1386  HISTORY     - Date     Condition        Report By
 HU1386  HISTORY     - 1909     MONUMENTED       CGS
 HU1386  HISTORY     - 1934     MARK NOT FOUND   CGS
 HU1386  HISTORY     - 1943     GOOD             CGS
 HU1386  HISTORY     - 1958     GOOD             CGS
 HU1386  HISTORY     - 1961     GOOD             CGS
 HU1386  HISTORY     - 1961     GOOD             CGS
 HU1386  HISTORY     - 1962     GOOD             CGS
 HU1386
 HU1386                          STATION DESCRIPTION
 HU1386
 HU1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (ES)
 HU1386'IT WAS FOUND THAT THE TUNNEL E CHIMNEY COULD NOT BE SEEN FROM
 HU1386'THE HOTEL TOWER AND SO A POLE 77 FEET HIGH SW FROM THE OLD
 HU1386'HOUSE WAS SET.  THIS POLE WAS SUPPORTED BY TWO SETS OF THREE
 HU1386'IRON GUYS, THE TOP SET BEING 11 FEET FROM TOP OF POLE AND WAS
 HU1386'THE POINT OBSERVED UPON.  WHEN OBSERVATIONS WERE COMPLETED
 HU1386'THE STATION WAS MARKED WITH A COPPER TRIANGULATION-STATION
 HU1386'MARK SET IN CEMENT 3 FEET BELOW SURFACE.  THIS POINT IS
 HU1386'SOUTHEASTERLY FROM THE WELL AND WESTERLY FROM A WALNUT TREE.
 HU1386'
 HU1386'REFERENCE MARK NO. 1 IS SQUARE CEMENT POST WITH BOTTLE TO
 HU1386'MARK CENTER AT SE CORNER OF HOUSE.  REFERENCE MARK NO. 2 IS
 HU1386'ROUND CEMENT POST WITH NAIL FOR CENTER AT NW CORNER OF THE
 HU1386'HOUSE.
 HU1386'
 HU1386'THIS PROPERTY IS OWNED BY DAVID DAISY AND OCCUPIED BY ROBERT
 HU1386'COOPER.  IT IS BEST REACHED BY ROAD FROM OCEAN VIEW,
 HU1386'DELAWARE.  THE FARM IS GENERALLY KNOWN AS THE HARRY TUNNEL
 HU1386'PROPERTY.
 HU1386'
 HU1386'IN NOVEMBER A 50-FOOT TRIPOD AND SCAFFOLD SIGNAL WAS BUILT
 HU1386'IN ORDER TO SEE THE BETHEL CHURCH SPIRE AND THE HOTEL
 HU1386'TOWER.  THE LEAVES WERE WELL OFF THE TREES AND HAD THEY NOT
 HU1386'BEEN IT WOULD HAVE REQUIRED AN 80-FOOT SIGNAL TO SEE THE
 HU1386'BETHEL CHURCH OR THE CUTTING OF SEVERAL LARGE TREES ABOUT
 HU1386'MIDWAY ON THE LINE.
 HU1386'
 HU1386'WHILE THE SIGNAL WAS BEING BUILT, SEARCH WAS MADE FOR THE
 HU1386'OLD STATION TUNNEL.  AN AREA OF 30 BY 50 FEET WAS DUG OVER
 HU1386'AND NO MARKS WERE FOUND AND NO INDICATIONS THAT THE SUBSOIL
 HU1386'HAD EVER BEEN DISTURBED.
 HU1386
 HU1386                          STATION RECOVERY (1934)
 HU1386
 HU1386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1386'THE STATION MARK COULD NOT BE LOCATED BY THIS PARTY, DUE TO
 HU1386'FAILURE TO RECOVER REFERENCE MARK NO. 1, BUT IT IS PROBABLY
 HU1386'IN PLACE AND RECOVERABLE BY USE OF A PLANETABLE OR OTHER
 HU1386'MEANS FOR RECOVERING THE EXACT LOCATION OF THE MARK.  A LARGE
 HU1386'AREA WAS DUG OVER BUT THE MARK WAS NOT FOUND.
 HU1386'
 HU1386'THE OLD TUNNEL HOUSE MENTIONED IN THE ORIGINAL DESCRIPTION
 HU1386'BURNED DOWN YEARS AGO, AND ANOTHER HOUSE HAS SINCE BEEN
 HU1386'BUILT APPROXIMATELY ON THE SAME SITE.  REFERENCE MARK NO. 2
 HU1386'WAS RECOVERED IN GOOD CONDITION NEAR THE NW CORNER OF THE
 HU1386'PRESENT HOUSE.  REFERENCE MARK NO. 1 WAS NOT RECOVERED, BUT
 HU1386'IS BELIEVED TO BE UNDER THE HOUSE WHICH IS VERY LOW TO THE
 HU1386'GROUND.
 HU1386'
 HU1386'THE WALNUT TREE MENTIONED IN THE ORIGINAL DESCRIPTION HAS
 HU1386'BEEN DESTROYED.
 HU1386'
 HU1386'THE HOUSE AT PRESENT IS UNOCCUPIED.
 HU1386
 HU1386                          STATION RECOVERY (1943)
 HU1386
 HU1386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1386'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED BY
 HU1386'E.S. IN 1909 AND IN GOOD CONDITION.
 HU1386'
 HU1386'REFERENCE MARK 1 IS NOW 18.030 M. (59.15 FT.) NE OF THE
 HU1386'STATION.
 HU1386'
 HU1386'REFERENCE MARK 2 IS NOW 11.651 M. (38.22 FT.) N OF THE
 HU1386'STATION.
 HU1386
 HU1386                          STATION RECOVERY (1958)
 HU1386
 HU1386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 HU1386'STATION WAS RECOVERED AS DESCRIBED IN BOOK 377 PAGE 7.  THE
 HU1386'STATION AND REFERENCE MARKS WERE FOUND IN GOOD
 HU1386'CONDITION.  THE OLD MARK WAS FOUND ABOUT 2-1/2 FT.  UNDERGROUND,
 HU1386'BRICKS FROM THE OLD CHIMNEY IN THE HOUSE WERE LAYED OVER THE
 HU1386'TOP OF THE STATION SO THAT THE STATION COULD BE FOUND WITH A
 HU1386'PRODDING BAR.  THE BRICKS SHOULD BE HIT ABOUT 1 FT. BELOW THE
 HU1386'SURFACE.  BOTH REFERENCE MARKS WERE FOUND AS DESCRIBED EACH
 HU1386'BEING 1 FT. FROM THE CORNERS OF THE OLD HOUSE AND ARE FLUSH
 HU1386'OR JUST UNDER THE SOD.  BOTH THE NAIL AND THE TOP OF THE
 HU1386'BOTTLE ARE EASY TO IDENTIFY.
 HU1386'
 HU1386'A NEW MEASUREMENT OF 26.5 FT. SW OF THE SW CORNER OF THE
 HU1386'OLD HOUSE MIGHT HELP TO LOCATE THE STATION MARK HOWEVER THE
 HU1386'OLD HOUSE IS ABOUT TO FALL DOWN AND IT WONT BE THERE MUCH
 HU1386'LONGER.  THE MEASUREMENTS TO THE RMS DESCRIBED CHECKED.
 HU1386'
 HU1386'REACHED FROM THE JCT. OF ROUTES 14 AND 26 IN BETHANY BEACH
 HU1386'AS FOLLOWS--GO W. ON 14 0.2 MILE TURN LEFT, S, AT THE
 HU1386'BETHANY BEACH P O, GO 1.3 MILES TO WOODEN BRIDGE OVER THE
 HU1386'ASSAWOMAN CANAL, CONTINUE OVER BRIDGE 0.1 MILE AND TURN LEFT,
 HU1386'S, ON A SAND ROAD AND GO 0.75 MILE TO A TRIANGLE BLAZE ON
 HU1386'TWIN PINE AT EDGE OF WOODS AT AN OLD WOODS ROAD.  WE LEFT
 HU1386'TRUCK HERE AND WALKED ABOUT 1/2 MILE BACK TO THE OLD HOUSE
 HU1386'AND STATION.  A TRUCK MIGHT BE DRIVEN TO THE STATION BY
 HU1386'CLEARING THE OLD WOODS ROAD BUT A SMALL BRIDGE IS OUT AND IT
 HU1386'WOULD BE A HARD CROSSING.  FOLLOW WOODS ROAD AND TURN LEFT
 HU1386'AT A FORKS AND CONTINUE TO THE OLD HOUSE AND STATION.
 HU1386
 HU1386                          STATION RECOVERY (1961)
 HU1386
 HU1386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (ETJ)
 HU1386'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 HU1386'GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE, EXCEPT FOR THE
 HU1386'FOLLOWING--THE STATION IS ABOUT 1600 FT. SOUTH OF ROAD FROM
 HU1386'TRIANGULAR BLAZED PINE TREE.
 HU1386
 HU1386                          STATION RECOVERY (1961)
 HU1386
 HU1386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RMS)
 HU1386'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 HU1386'CONDITION AS DESCRIBED BY J.A.W. IN 1958.  THE DISTANCES TO
 HU1386'THE REFERENCE MARKS WERE VERIFIED.  REFERENCE MARK NO. 1 WAS
 HU1386'LOCATED AT GROUND LEVEL AT THE S.E. CORNER OF THE HOUSE AND
 HU1386'REFERENCE MARK NO. 2 WAS RECOVERED AT GROUND LEVEL AT THE
 HU1386'N.W. CORNER OF THE HOUSE.  STATION IS 8.8 METERS SOUTHWEST
 HU1386'FROM CENTER OF WELL ON SOUTH SIDE OF HOUSE.
 HU1386
 HU1386                          STATION RECOVERY (1962)
 HU1386
 HU1386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1386'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 HU1386'FOUND TO BE IN GOOD CONDITION.  A REFERENCE MARK 3 WAS SET AT
 HU1386'THIS DATE.
 HU1386'
 HU1386'NOTE--A NEW TO REACH FOLLOWS--
 HU1386'
 HU1386'TO REACH THE STATION FROM THE
 HU1386'JUNCTIONS OF STATE HIGHWAY 14 AND STATE HIGHWAY 26 IN BETHANY
 HU1386'BEACH, GO WEST ON STATE HIGHWAY 14 FOR 0.2 MILE TO A SIDE
 HU1386'ROAD LEFT AT THE BETHANY BEACH POST OFFICE, TURN LEFT AND GO
 HU1386'SOUTHERLY FOR 1.3 MILES TO A WOODEN BRIDGE OVER THE ASSAWOMAN
 HU1386'CANAL, CONTINUE OVER BRIDGE FOR 0.1 MILE TO A SIDE ROAD LEFT,
 HU1386'TURN LEFT AND GO SOUTHWESTERLY ON ASPHALT ROAD FOR 0.85 MILE
 HU1386'TO A TRIANGULAR BLAZE ON A TWIN PINE AT THE EDGE OF THE WOODS
 HU1386'AND SIDE ROAD LEFT, TURN LEFT AND GO SOUTHEAST ON TRACK ROAD
 HU1386'FOR 0.2 MILE TO A BRIDGE, CONTINUE ON TRACK ROAD FOR 0.2
 HU1386'MILE TO A BRIDGE, CONTINUE ON TRACK ROAD FOR 0.15
 HU1386'MILE TO THE OLD HOUSE AND THE STATION AS DESCRIBED.
 HU1386'
 HU1386'STATION IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 HU1386'CONCRETE CYLINDER WHICH IS 18 INCHES BELOW THE SURFACE OF THE
 HU1386'GROUND, STAMPED TUNNEL 2 1909.  IT IS 67.2 FEET SOUTHEAST OF
 HU1386'A 15-INCH TRIANGULAR BLAZED PINE TREE, 26.6 FEET SOUTHWEST OF
 HU1386'THE SOUTHWEST CORNER OF OLD BUILDING AND 3.7 FEET SOUTH OF
 HU1386'STANDARD METAL WITNESS POST AND MARKER.
 HU1386'
 HU1386'REFERENCE MARK 1 IS A SQUARE 12 X 12 INCH CEMENT MONUMENT WITH
 HU1386'A BOTTLE SET IN THE CENTER FOR THE MARK WHICH IS ABOUT 1-INCH
 HU1386'BELOW THE SURFACE OF THE GROUND.  IT IS 56.6 FEET SOUTHWEST OF
 HU1386'A STANDARD METAL WITNESS POST AND MARKER AND 1.5 FEET SOUTHEAST
 HU1386'OF THE CORNER OF THE BUILDING.
 HU1386'
 HU1386'REFERENCE MARK 2 IS A ROUND CONCRETE MONUMENT WITH A NAIL SET
 HU1386'IN THE CENTER FOR THE MARK WHICH IS FLUSH WITH THE
 HU1386'SURFACE OF THE GROUND.  IT IS 66.4 FEET EAST OF A 15-INCH
 HU1386'TRIANGULAR BLAZED PINE TREE, 34.6 FEET NORTH OF A STANDARD
 HU1386'METAL WITNESS POST AND MARKER AND 7.5 FEET SOUTHWEST OF THE
 HU1386'CORNER OF THE OLD BUILDING.
 HU1386'
 HU1386'REFERENCE MARK 3 IS A STANDARD DISK SET IN THE TOP OF A 10 X
 HU1386'10 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 1-INCH ABOVE
 HU1386'THE SURFACE OF THE GROUND, STAMPED TUNNEL 2 1909 1962 NO
 HU1386'3.  IT IS 19.2 FEET NORTHWEST OF A 15-INCH TRIANGULAR BLAZED
 HU1386'PINE TREE AND 3.5 FEET NORTH-NORTHWEST OF A STANDARD METAL
 HU1386'WITNESS POST AND MARKER.
 HU1386'
 HU1386'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1083 ***********************************************************************
 JU1083  DESIGNATION -  U 1
 JU1083  PID         -  JU1083
 JU1083  STATE/COUNTY-  DE/KENT
 JU1083  COUNTRY     -  US
 JU1083  USGS QUAD   -  CLAYTON (2016)
 JU1083
 JU1083                         *CURRENT SURVEY CONTROL
 JU1083  ______________________________________________________________________
 JU1083* NAD 83(1986) POSITION- 39 17 29.     (N) 075 38 00.     (W)   SCALED
 JU1083* NAVD 88 ORTHO HEIGHT -    12.607 (meters)       41.36  (feet) ADJUSTED
 JU1083  ______________________________________________________________________
 JU1083  GEOID HEIGHT    -        -33.844 (meters)                     GEOID18
 JU1083  DYNAMIC HEIGHT  -         12.601 (meters)       41.34  (feet) COMP
 JU1083  MODELED GRAVITY -    980,108.3   (mgal)                       NAVD 88
 JU1083
 JU1083  VERT ORDER      -  FIRST     CLASS I
 JU1083
 JU1083.The horizontal coordinates were scaled from a map and have
 JU1083.an estimated accuracy of +/- 6 seconds.
 JU1083
 JU1083.The orthometric height was determined by differential leveling and
 JU1083.adjusted by the NATIONAL GEODETIC SURVEY
 JU1083.in June 1991.
 JU1083
 JU1083.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1083.GEOID18 height accuracy estimate available here.
 JU1083
 JU1083.Click photographs - Photos may exist for this station.
 JU1083
 JU1083.The dynamic height is computed by dividing the NAVD 88
 JU1083.geopotential number by the normal gravity value computed on the
 JU1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1083.degrees latitude (g = 980.6199 gals.).
 JU1083
 JU1083.The modeled gravity was interpolated from observed gravity values.
 JU1083
 JU1083;                    North         East    Units  Estimated Accuracy
 JU1083;SPC DE       -   143,380.      181,310.      MT  (+/- 180 meters Scaled)
 JU1083
 JU1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ453493(NAD 83)
 JU1083
 JU1083                          SUPERSEDED SURVEY CONTROL
 JU1083
 JU1083  NGVD 29 (11/26/84)   12.846  (m)           42.15   (f) ADJUSTED    1 1
 JU1083
 JU1083.Superseded values are not recommended for survey control.
 JU1083
 JU1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1083.See file dsdata.pdf to determine how the superseded data were derived.
 JU1083
 JU1083_MARKER: DB = BENCH MARK DISK
 JU1083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1083_SP_SET: CURB
 JU1083_STAMPING: 42.641 U 1 1931
 JU1083_MARK LOGO: CGS
 JU1083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1083
 JU1083  HISTORY     - Date     Condition        Report By
 JU1083  HISTORY     - 1931     MONUMENTED       CGS
 JU1083  HISTORY     - 1963     GOOD             CGS
 JU1083  HISTORY     - 1981     GOOD             UDE
 JU1083  HISTORY     - 19881108 MARK NOT FOUND   LOCENG
 JU1083  HISTORY     - 20120321 MARK NOT FOUND   DELCOS
 JU1083
 JU1083                          STATION DESCRIPTION
 JU1083
 JU1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1083'AT CLAYTON.
 JU1083'AT CLAYTON, ALONG THE PENNSYLVANIA RAILROAD, AT THE CROSSING
 JU1083'OF STATE HIGHWAY 6, 120 FEET NORTH AND ACROSS HIGHWAY FROM
 JU1083'THE NORTHWEST CORNER OF THE STATION, SET ON TOP OF THE NORTH
 JU1083'CURBING OF HIGHWAY, 37 FEET NORTH OF CENTERLINE OF THE HIGHWAY,
 JU1083'24 FEET EAST OF EAST RAIL OF MAIN TRACK, AND ABOUT LEVEL WITH
 JU1083'TRACK.
 JU1083
 JU1083                          STATION RECOVERY (1981)
 JU1083
 JU1083'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1083'RECOVERED IN GOOD CONDITION.
 JU1083
 JU1083                          STATION RECOVERY (1988)
 JU1083
 JU1083'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 JU1083'MARK NOT FOUND.
 JU1083
 JU1083                          STATION RECOVERY (2012)
 JU1083
 JU1083'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1083'BELEIVED TO NOT EXIST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1256 ***********************************************************************
 JU1256  DESIGNATION -  U 14
 JU1256  PID         -  JU1256
 JU1256  STATE/COUNTY-  DE/NEW CASTLE
 JU1256  COUNTRY     -  US
 JU1256  USGS QUAD   -  TAYLORS BRIDGE (2016)
 JU1256
 JU1256                         *CURRENT SURVEY CONTROL
 JU1256  ______________________________________________________________________
 JU1256* NAD 83(1986) POSITION- 39 24 17.     (N) 075 37 21.     (W)   SCALED
 JU1256* NAVD 88 ORTHO HEIGHT -    11.578 (meters)       37.99  (feet) ADJUSTED
 JU1256  ______________________________________________________________________
 JU1256  GEOID HEIGHT    -        -33.678 (meters)                     GEOID18
 JU1256  DYNAMIC HEIGHT  -         11.572 (meters)       37.97  (feet) COMP
 JU1256  MODELED GRAVITY -    980,116.0   (mgal)                       NAVD 88
 JU1256
 JU1256  VERT ORDER      -  THIRD
 JU1256
 JU1256.The horizontal coordinates were scaled from a map and have
 JU1256.an estimated accuracy of +/- 6 seconds.
 JU1256
 JU1256.The orthometric height was determined by differential leveling and
 JU1256.adjusted by the NATIONAL GEODETIC SURVEY
 JU1256.in June 1991.
 JU1256
 JU1256.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1256.GEOID18 height accuracy estimate available here.
 JU1256
 JU1256.Click photographs - Photos may exist for this station.
 JU1256
 JU1256.The dynamic height is computed by dividing the NAVD 88
 JU1256.geopotential number by the normal gravity value computed on the
 JU1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1256.degrees latitude (g = 980.6199 gals.).
 JU1256
 JU1256.The modeled gravity was interpolated from observed gravity values.
 JU1256
 JU1256;                    North         East    Units  Estimated Accuracy
 JU1256;SPC DE       -   155,960.      182,270.      MT  (+/- 180 meters Scaled)
 JU1256
 JU1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ464618(NAD 83)
 JU1256
 JU1256                          SUPERSEDED SURVEY CONTROL
 JU1256
 JU1256  NGVD 29 (11/26/84)   11.804  (m)           38.73   (f) ADJUSTED    3 0
 JU1256
 JU1256.Superseded values are not recommended for survey control.
 JU1256
 JU1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1256.See file dsdata.pdf to determine how the superseded data were derived.
 JU1256
 JU1256_MARKER: DB = BENCH MARK DISK
 JU1256_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU1256_STAMPING: U 14 1946
 JU1256_MARK LOGO: CGS
 JU1256_MAGNETIC: P = MARKER IS A STEEL PIPE
 JU1256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1256
 JU1256  HISTORY     - Date     Condition        Report By
 JU1256  HISTORY     - 1946     MONUMENTED       CGS
 JU1256  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1256  HISTORY     - 19910501 MARK NOT FOUND   USGS
 JU1256  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1256
 JU1256                          STATION DESCRIPTION
 JU1256
 JU1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JU1256'2.2 MI W FROM TAYLORS BRIDGE.
 JU1256'2.2 MILES WEST ALONG A ROAD FROM THE VILLAGE OF TAYLORS BRIDGE,
 JU1256'NEW CASTLE COUNTY, 0.7 MILE SOUTHEAST OF STUMPS CORNER, AT THE
 JU1256'JUNCTION OF A ROAD LEADING SOUTHWEST TO NAYLORS CORNERS, 23
 JU1256'FEET SOUTHWEST OF THE CENTERLINE OF THE NORTHWEST AND SOUTHEAST
 JU1256'ROAD, 22 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD LEADING
 JU1256'SOUTHWEST, 8 FEET NORTH OF POLE 92, 3.5 FEET EAST OF A FENCE,
 JU1256'AND 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 JU1256'DISK, STAMPED U 14 1946 AND SET IN THE TOP OF A CONCRETE-FILLED
 JU1256'GALVANIZED-IRON PIPE PROJECTING 2 INCHES ABOVE GROUND.
 JU1256
 JU1256                          STATION RECOVERY (1981)
 JU1256
 JU1256'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1256'MARK NOT FOUND.
 JU1256
 JU1256                          STATION RECOVERY (1991)
 JU1256
 JU1256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1256'MARK NOT FOUND.
 JU1256
 JU1256                          STATION RECOVERY (2013)
 JU1256
 JU1256'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1256'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0059 ***********************************************************************
 HU0059  DESIGNATION -  U 2
 HU0059  PID         -  HU0059
 HU0059  STATE/COUNTY-  DE/SUSSEX
 HU0059  COUNTRY     -  US
 HU0059  USGS QUAD   -  ELLENDALE (2016)
 HU0059
 HU0059                         *CURRENT SURVEY CONTROL
 HU0059  ______________________________________________________________________
 HU0059* NAD 83(1986) POSITION- 38 48 26.0    (N) 075 25 22.2    (W)   HD_HELD2
 HU0059* NAVD 88 ORTHO HEIGHT -    15.382 (meters)       50.47  (feet) ADJUSTED
 HU0059  ______________________________________________________________________
 HU0059  GEOID HEIGHT    -        -35.469 (meters)                     GEOID18
 HU0059  DYNAMIC HEIGHT  -         15.372 (meters)       50.43  (feet) COMP
 HU0059  MODELED GRAVITY -    980,033.5   (mgal)                       NAVD 88
 HU0059
 HU0059  VERT ORDER      -  FIRST     CLASS I
 HU0059
 HU0059.The horizontal coordinates were established by autonomous hand held GPS
 HU0059.observations and have an estimated accuracy of +/- 10 meters.
 HU0059
 HU0059.The orthometric height was determined by differential leveling and
 HU0059.adjusted by the NATIONAL GEODETIC SURVEY
 HU0059.in June 1991.
 HU0059
 HU0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0059.GEOID18 height accuracy estimate available here.
 HU0059
 HU0059.Click photographs - Photos may exist for this station.
 HU0059
 HU0059.The dynamic height is computed by dividing the NAVD 88
 HU0059.geopotential number by the normal gravity value computed on the
 HU0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0059.degrees latitude (g = 980.6199 gals.).
 HU0059
 HU0059.The modeled gravity was interpolated from observed gravity values.
 HU0059
 HU0059;                    North         East    Units  Estimated Accuracy
 HU0059;SPC DE       -    89,605.      199,464.      MT  (+/- 10 meters HH2 GPS)
 HU0059
 HU0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6328695469(NAD 83)
 HU0059
 HU0059                          SUPERSEDED SURVEY CONTROL
 HU0059
 HU0059  NGVD 29 (11/26/84)   15.623  (m)           51.26   (f) ADJUSTED    1 1
 HU0059
 HU0059.Superseded values are not recommended for survey control.
 HU0059
 HU0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0059.See file dsdata.pdf to determine how the superseded data were derived.
 HU0059
 HU0059_MARKER: DB = BENCH MARK DISK
 HU0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0059_STAMPING: 51.758 U 2 1931
 HU0059_MARK LOGO: CGS
 HU0059_PROJECTION: PROJECTING 4 CENTIMETERS
 HU0059_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0059+STABILITY: SURFACE MOTION
 HU0059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0059+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2011
 HU0059
 HU0059  HISTORY     - Date     Condition        Report By
 HU0059  HISTORY     - 1931     MONUMENTED       CGS
 HU0059  HISTORY     - 1963     GOOD             CGS
 HU0059  HISTORY     - 1981     GOOD             UDE
 HU0059  HISTORY     - 19970223 GOOD             USPSQD
 HU0059  HISTORY     - 19980223 GOOD             USPSQD
 HU0059  HISTORY     - 20060623 GOOD             USPSQD
 HU0059  HISTORY     - 20080715 GOOD             DEDT
 HU0059  HISTORY     - 20110501 GOOD             DEDT
 HU0059
 HU0059                          STATION DESCRIPTION
 HU0059
 HU0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0059'AT ELLENDALE.
 HU0059'AT ELLENDALE, AT THE CROSSING OF THE PENNSYLVANIA RAILROAD AND
 HU0059'STATE HIGHWAY 16, AT THE SOUTHWEST CORNER OF A WOVEN WIRE FENCE
 HU0059'AROUND A LARGE TWO STORY FRAME HOUSE AND GARAGE SIDED WITH BROWN
 HU0059'SHINGLES, 51 FEET NORTHEAST OF CENTER OF THE CROSSING, 39 FEET
 HU0059'EAST OF EAST RAIL, 36 FEET NORTH OF CENTERLINE OF HIGHWAY,
 HU0059'3 FEET NORTH OF CENTERLINE OF SIDEWALK LEADING EAST AND WEST,
 HU0059'ABOUT LEVEL WITH TRACK, AND SET IN THE TOP OF A CONCRETE POST
 HU0059'PROJECTING 3 INCHES.
 HU0059
 HU0059                          STATION RECOVERY (1981)
 HU0059
 HU0059'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0059'RECOVERED IN GOOD CONDITION.
 HU0059
 HU0059                          STATION RECOVERY (1997)
 HU0059
 HU0059'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU0059'RECOVERED IN GOOD CONDITION.
 HU0059
 HU0059                          STATION RECOVERY (1998)
 HU0059
 HU0059'RECOVERY NOTE BY US POWER SQUADRON 1998
 HU0059'RECOVERED IN GOOD CONDITION.
 HU0059
 HU0059                          STATION RECOVERY (2006)
 HU0059
 HU0059'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 HU0059'RECOVERED IN GOOD CONDITION.
 HU0059
 HU0059                          STATION RECOVERY (2008)
 HU0059
 HU0059'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 HU0059'RECOVERED AS DESCRIBED.
 HU0059
 HU0059                          STATION RECOVERY (2011)
 HU0059
 HU0059'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2011 (BRC)
 HU0059'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1480 ***********************************************************************
 JU1480  DESIGNATION -  U 21
 JU1480  PID         -  JU1480
 JU1480  STATE/COUNTY-  DE/NEW CASTLE
 JU1480  COUNTRY     -  US
 JU1480  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1480
 JU1480                         *CURRENT SURVEY CONTROL
 JU1480  ______________________________________________________________________
 JU1480* NAD 83(1986) POSITION- 39 44 38.2    (N) 075 30 32.2    (W)   HD_HELD2
 JU1480* NAVD 88 ORTHO HEIGHT -     2.652 (meters)        8.70  (feet) POSTED
 JU1480  ______________________________________________________________________
 JU1480  GEOID HEIGHT    -        -32.971 (meters)                     GEOID18
 JU1480  DYNAMIC HEIGHT  -          2.65  (meters)        8.7   (feet) COMP
 JU1480  MODELED GRAVITY -    980,174.7   (mgal)                       NAVD 88
 JU1480
 JU1480  VERT ORDER      -  * POSTED, SEE BELOW
 JU1480
 JU1480.The horizontal coordinates were established by autonomous hand held GPS
 JU1480.observations and have an estimated accuracy of +/- 10 meters.
 JU1480
 JU1480.The orthometric height was determined by differential leveling
 JU1480.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 JU1480
 JU1480.* This is a POSTED BENCH MARK height.
 JU1480
 JU1480.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1480.GEOID18 height accuracy estimate available here.
 JU1480
 JU1480.Click photographs - Photos may exist for this station.
 JU1480
 JU1480.The dynamic height is computed by dividing the NAVD 88
 JU1480.geopotential number by the normal gravity value computed on the
 JU1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1480.degrees latitude (g = 980.6199 gals.).
 JU1480
 JU1480.The modeled gravity was interpolated from observed gravity values.
 JU1480
 JU1480;                    North         East    Units  Estimated Accuracy
 JU1480;SPC DE       -   193,604.      192,091.      MT  (+/- 10 meters HH2 GPS)
 JU1480
 JU1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5639499462(NAD 83)
 JU1480
 JU1480                          SUPERSEDED SURVEY CONTROL
 JU1480
 JU1480  NGVD 29 (11/26/84)    3.008  (m)            9.87   (f) ADJUSTED    2 0
 JU1480
 JU1480.Superseded values are not recommended for survey control.
 JU1480
 JU1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1480.See file dsdata.pdf to determine how the superseded data were derived.
 JU1480
 JU1480_MARKER: DB = BENCH MARK DISK
 JU1480_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU1480+WITH SETTING: PAVEMENT
 JU1480_SP_SET: MANHOLE
 JU1480_STAMPING: U 21 1959
 JU1480_MARK LOGO: CGS
 JU1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1480+STABILITY: SURFACE MOTION
 JU1480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1480+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1480
 JU1480  HISTORY     - Date     Condition        Report By
 JU1480  HISTORY     - 1959     MONUMENTED       CGS
 JU1480  HISTORY     - 1965     GOOD             CGS
 JU1480  HISTORY     - 1980     GOOD             LOCSUR
 JU1480  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1480  HISTORY     - 20031020 GOOD             GILMOR
 JU1480  HISTORY     - 20130711 GOOD             DELCOS
 JU1480
 JU1480                          STATION DESCRIPTION
 JU1480
 JU1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU1480'0.8 MI SE FROM WILMINGTON.
 JU1480'0.2 MILE SOUTHEAST ALONG EDGEMOOR ROAD FROM ITS OVERPASS OVER
 JU1480'U.S. HIGHWAY 13 A (GOVERNOR PRINTZ BLVD.) AT WILMINGTON, THENCE
 JU1480'ABOUT 0.65 MILE SOUTHWEST ALONG A ROAD LEADING TO POWER PLANT AND
 JU1480'SEWAGE DISPOSAL PLANT, 36 YARDS NORTHWEST AND ACROSS ROAD AND A
 JU1480'SPUR RAILROAD TRACK FROM CENTER OF ENTRANCE TO EDGEMOOR POWER
 JU1480'STATION OF DELAWARE POWER AND LIGHT COMPANY, IN THE TOP OF THE
 JU1480'SOUTH CORNER OF A 7 1/2 BY 16-FOOT CONCRETE MANHOLE WITH A
 JU1480'CIRCULAR 3-FOOT DIAMETER CAST IRON LID, 4 1/2 FEET NORTHEAST OF
 JU1480'NORTHEAST RAIL OF SPUR TRACK TO POWER PLANT, 51 FEET NORTHWEST OF
 JU1480'CENTERLINE OF PAVED ROAD AND ABOUT LEVEL WITH ROAD.
 JU1480
 JU1480                          STATION RECOVERY (1980)
 JU1480
 JU1480'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 JU1480'RECOVERED IN GOOD CONDITION.
 JU1480
 JU1480                          STATION RECOVERY (1981)
 JU1480
 JU1480'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1480'MARK NOT FOUND.
 JU1480
 JU1480                          STATION RECOVERY (2003)
 JU1480
 JU1480'RECOVERY NOTE BY GILMORE AND ASSOCIATES, INCORPORATED 2003 (LW)
 JU1480'RECOVERED IN GOOD CONDITION.
 JU1480
 JU1480                          STATION RECOVERY (2013)
 JU1480
 JU1480'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1480'BENCHMARK IS LOCATED OFF OF HAY ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1661 ***********************************************************************
 JU1661  DESIGNATION -  U 22
 JU1661  PID         -  JU1661
 JU1661  STATE/COUNTY-  DE/NEW CASTLE
 JU1661  COUNTRY     -  US
 JU1661  USGS QUAD   -  NEWARK WEST (2016)
 JU1661
 JU1661                         *CURRENT SURVEY CONTROL
 JU1661  ______________________________________________________________________
 JU1661* NAD 83(1986) POSITION- 39 39 06.     (N) 075 45 35.     (W)   SCALED
 JU1661* NAVD 88 ORTHO HEIGHT -    54.440 (meters)      178.61  (feet) ADJUSTED
 JU1661  ______________________________________________________________________
 JU1661  GEOID HEIGHT    -        -33.031 (meters)                     GEOID18
 JU1661  DYNAMIC HEIGHT  -         54.414 (meters)      178.52  (feet) COMP
 JU1661  MODELED GRAVITY -    980,156.3   (mgal)                       NAVD 88
 JU1661
 JU1661  VERT ORDER      -  SECOND    CLASS 0
 JU1661
 JU1661.The horizontal coordinates were scaled from a map and have
 JU1661.an estimated accuracy of +/- 6 seconds.
 JU1661
 JU1661.The orthometric height was determined by differential leveling and
 JU1661.adjusted by the NATIONAL GEODETIC SURVEY
 JU1661.in June 1991.
 JU1661
 JU1661.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1661.GEOID18 height accuracy estimate available here.
 JU1661
 JU1661.Click photographs - Photos may exist for this station.
 JU1661
 JU1661.The dynamic height is computed by dividing the NAVD 88
 JU1661.geopotential number by the normal gravity value computed on the
 JU1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1661.degrees latitude (g = 980.6199 gals.).
 JU1661
 JU1661.The modeled gravity was interpolated from observed gravity values.
 JU1661
 JU1661;                    North         East    Units  Estimated Accuracy
 JU1661;SPC DE       -   183,410.      170,560.      MT  (+/- 180 meters Scaled)
 JU1661
 JU1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ348893(NAD 83)
 JU1661
 JU1661                          SUPERSEDED SURVEY CONTROL
 JU1661
 JU1661  NGVD 29 (11/26/84)   54.777  (m)          179.71   (f) ADJUSTED    2 0
 JU1661
 JU1661.Superseded values are not recommended for survey control.
 JU1661
 JU1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1661.See file dsdata.pdf to determine how the superseded data were derived.
 JU1661
 JU1661_MARKER: DB = BENCH MARK DISK
 JU1661_SETTING: 80 = SET IN A BOULDER
 JU1661_STAMPING: U 22 1959
 JU1661_MARK LOGO: CGS
 JU1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1661+STABILITY: SURFACE MOTION
 JU1661
 JU1661  HISTORY     - Date     Condition        Report By
 JU1661  HISTORY     - 1959     MONUMENTED       CGS
 JU1661  HISTORY     - 1971     GOOD             NGS
 JU1661  HISTORY     - 1976     GOOD             LOCSUR
 JU1661  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1661
 JU1661                          STATION DESCRIPTION
 JU1661
 JU1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1661'1.6 MI S FROM NEWARK.
 JU1661'1.0 MILE SOUTH ALONG STATE HIGHWAY 896 FROM THE CENTER OF HIGHWAY
 JU1661'OVERPASS OVER THE PENNSYLVANIA RAILROAD IN THE SOUTH PART OF NEWARK,
 JU1661'THENCE ABOUT 0.6 MILE SOUTHWEST ALONG A BLACK TOP ROAD, ABOUT 1.7
 JU1661'MILES NORTHEAST OF THE MARYLAND - DELAWARE STATE LINE, ABOUT
 JU1661'0.3 MILE WEST-SOUTHWEST OF HIGHWAY BRIDGE OVER CHRISTINA RIVER,
 JU1661'14 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 66 FEET EAST
 JU1661'OF THE CENTER LINE OF A PRIVATE LANE LEADING SOUTH THROUGH ALBERT
 JU1661'FOLKS CHESTNUT HILL POULTRY FARM, SET VERTICALLY IN THE NORTH
 JU1661'FACE OF A 5-BY 4-FOOT BLACK ROCK EMBEDDED IN THE ROAD BANK, 28
 JU1661'FEET WEST OF POWER LINE POLE 18, ABOUT 1 FOOT ABOVE THE LEVEL
 JU1661'OF THE ROAD, AND 1.3 FEET ABOVE THE GROUND.
 JU1661
 JU1661                          STATION RECOVERY (1971)
 JU1661
 JU1661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JU1661'RECOVERED IN GOOD CONDITION.
 JU1661
 JU1661                          STATION RECOVERY (1976)
 JU1661
 JU1661'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 JU1661'RECOVERED IN GOOD CONDITION.
 JU1661
 JU1661                          STATION RECOVERY (1981)
 JU1661
 JU1661'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1661'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2490 ***********************************************************************
 JU2490  DESIGNATION -  U 22 RESET
 JU2490  PID         -  JU2490
 JU2490  STATE/COUNTY-  DE/NEW CASTLE
 JU2490  COUNTRY     -  US
 JU2490  USGS QUAD   -  NEWARK WEST (2016)
 JU2490
 JU2490                         *CURRENT SURVEY CONTROL
 JU2490  ______________________________________________________________________
 JU2490* NAD 83(1986) POSITION- 39 39 06.6    (N) 075 45 34.7    (W)   HD_HELD2
 JU2490* NAVD 88 ORTHO HEIGHT -    55.77  (+/-2cm)      183.0   (feet) VERTCON3
 JU2490  ______________________________________________________________________
 JU2490  GEOID HEIGHT    -        -33.030 (meters)                     GEOID18
 JU2490  VERT ORDER      -  THIRD (See Below)
 JU2490
 JU2490.The horizontal coordinates were established by autonomous hand held GPS
 JU2490.observations and have an estimated accuracy of +/- 10 meters.
 JU2490
 JU2490.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU2490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU2490
 JU2490.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2490.GEOID18 height accuracy estimate available here.
 JU2490
 JU2490.The vertical order pertains to the NGVD 29 superseded value.
 JU2490
 JU2490.Click photographs - Photos may exist for this station.
 JU2490
 JU2490;                    North         East    Units  Estimated Accuracy
 JU2490;SPC DE       -   183,429.      170,564.      MT  (+/- 10 meters HH2 GPS)
 JU2490
 JU2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3482889390(NAD 83)
 JU2490
 JU2490                          SUPERSEDED SURVEY CONTROL
 JU2490
 JU2490  NGVD 29 (??/??/??)   56.12   (m)          184.1    (f) RESET       3  
 JU2490
 JU2490.Superseded values are not recommended for survey control.
 JU2490
 JU2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2490.See file dsdata.pdf to determine how the superseded data were derived.
 JU2490
 JU2490_MARKER: DV = VERTICAL CONTROL DISK
 JU2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2490_STAMPING: U 22 RESET 1977
 JU2490_MARK LOGO: NGS
 JU2490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2490+STABILITY: SURFACE MOTION
 JU2490
 JU2490  HISTORY     - Date     Condition        Report By
 JU2490  HISTORY     - 1977     MONUMENTED       NGS
 JU2490  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU2490
 JU2490                          STATION DESCRIPTION
 JU2490
 JU2490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 JU2490'1.6 MI S FROM NEWARK.
 JU2490'1.0 MILE SOUTH ALONG STATE HIGHWAY 896 FROM THE CENTER OF HIGHWAY
 JU2490'OVERPASS OVER THE PENNSYLVANIA RAILROAD IN THE SOUTH PART OF NEWARK,
 JU2490'THENCE 2,753' SW FROM THE CENTERLINE OF INTERSECTION OF RD 896 AND
 JU2490'RT. 4 ALONG RT. 4, ABOUT 1.7 MI NE OF THE DE AND MD STATE LINE.
 JU2490'29.5' NORTH OF THE CENTERLINE OF THE ROAD, 266' EAST FROM THE
 JU2490'CENTERLINE OF ARBOUR PARK DRIVE, 61.5' SW FROM THE SW CORNER
 JU2490'OF A 2 STORY BRICK HOME, SET IN THE TOP OF A CONCRETE MONUMENT,
 JU2490'APPROXIMATELY 4' ABOVE THE CENTERLINE OF THE ROAD.
 JU2490
 JU2490                          STATION RECOVERY (2013)
 JU2490
 JU2490'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU2490'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0097 ***********************************************************************
 HU0097  DESIGNATION -  U 27 RESET
 HU0097  PID         -  HU0097
 HU0097  STATE/COUNTY-  DE/SUSSEX
 HU0097  COUNTRY     -  US
 HU0097  USGS QUAD   -  BETHANY BEACH (2016)
 HU0097
 HU0097                         *CURRENT SURVEY CONTROL
 HU0097  ______________________________________________________________________
 HU0097* NAD 83(1986) POSITION- 38 30 47.60   (N) 075 03 18.75   (W)   HD_HELD1
 HU0097* NAVD 88 ORTHO HEIGHT -     1.22  (meters)        4.0   (feet) RESET
 HU0097  ______________________________________________________________________
 HU0097  GEOID HEIGHT    -        -35.839 (meters)                     GEOID18
 HU0097  VERT ORDER      -  THIRD
 HU0097
 HU0097.The horizontal coordinates were determined by differentially corrected
 HU0097.hand held GPS observations or other comparable positioning techniques
 HU0097.and have an estimated accuracy of +/- 3 meters.
 HU0097
 HU0097.The orthometric height was computed from unverified reset data.
 HU0097
 HU0097.No vertical observational check was made to the station.
 HU0097
 HU0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0097.GEOID18 height accuracy estimate available here.
 HU0097
 HU0097.Click photographs - Photos may exist for this station.
 HU0097
 HU0097;                    North         East    Units  Estimated Accuracy
 HU0097;SPC DE       -    57,030.0     231,525.1     MT  (+/- 3 meters HH1 GPS) 
 HU0097
 HU0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9518662762(NAD 83)
 HU0097
 HU0097                          SUPERSEDED SURVEY CONTROL
 HU0097
 HU0097  NGVD 29 (??/??/??)    1.46   (m)            4.8    (f) RESET       3  
 HU0097
 HU0097.Superseded values are not recommended for survey control.
 HU0097
 HU0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0097.See file dsdata.pdf to determine how the superseded data were derived.
 HU0097
 HU0097_MARKER: DB = BENCH MARK DISK
 HU0097_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HU0097_STAMPING: U 27 1962  RESET 1971
 HU0097_MARK LOGO: CGS
 HU0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0097+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 HU0097
 HU0097  HISTORY     - Date     Condition        Report By
 HU0097  HISTORY     - 1971     MONUMENTED       DEDHT
 HU0097  HISTORY     - 1971     GOOD             NGS
 HU0097  HISTORY     - 1975     GOOD             LOCENG
 HU0097  HISTORY     - 1987     GOOD             USPSQD
 HU0097  HISTORY     - 20061007 GOOD             GEOCAC
 HU0097  HISTORY     - 20120210 GOOD             DELCOS
 HU0097
 HU0097                          STATION DESCRIPTION
 HU0097
 HU0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HU0097'1.6 MI S FROM BETHANY BEACH.
 HU0097'1.6 MILES SOUTH ON HIGHWAY 14 FROM ITS JUNCTION WITH HIGHWAY 26 IN
 HU0097'BETHANY BEACH, 87.5 FEET WEST OF THE CENTERLINE OF THE NEW SOUTH
 HU0097'BOUND LANE, 15 FEET SOUTH OF THE CENTER OF SUSSEX PLACE STREET,
 HU0097'AND 2 FEET SOUTH FROM A WOODEN WITNESS POST SET IN THE TOP OF A 10
 HU0097'INCH TILE FILLED WITH CONCRETE, PROJECTING 10 INCHES.
 HU0097
 HU0097                          STATION RECOVERY (1975)
 HU0097
 HU0097'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 HU0097'RECOVERED IN GOOD CONDITION.
 HU0097
 HU0097                          STATION RECOVERY (1987)
 HU0097
 HU0097'RECOVERY NOTE BY US POWER SQUADRON 1987 (OPE)
 HU0097'RECOVERED IN GOOD CONDITION.
 HU0097
 HU0097                          STATION RECOVERY (2006)
 HU0097
 HU0097'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU0097'MARK IS ABOUT 2 FEET EAST OF A POWER POLE. NOTE - STATE HIGHWAY 14 IS
 HU0097'NOW HIGHWAY 1.
 HU0097
 HU0097                          STATION RECOVERY (2012)
 HU0097
 HU0097'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0097'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0148 ***********************************************************************
 HU0148  DESIGNATION -  U 28
 HU0148  PID         -  HU0148
 HU0148  STATE/COUNTY-  DE/SUSSEX
 HU0148  COUNTRY     -  US
 HU0148  USGS QUAD   -  FRANKFORD (2016)
 HU0148
 HU0148                         *CURRENT SURVEY CONTROL
 HU0148  ______________________________________________________________________
 HU0148* NAD 83(1986) POSITION- 38 33 03.     (N) 075 13 34.     (W)   SCALED
 HU0148* NAVD 88 ORTHO HEIGHT -     6.497 (meters)       21.32  (feet) ADJUSTED
 HU0148  ______________________________________________________________________
 HU0148  GEOID HEIGHT    -        -35.776 (meters)                     GEOID18
 HU0148  DYNAMIC HEIGHT  -          6.493 (meters)       21.30  (feet) COMP
 HU0148  MODELED GRAVITY -    980,021.5   (mgal)                       NAVD 88
 HU0148
 HU0148  VERT ORDER      -  SECOND    CLASS 0
 HU0148
 HU0148.The horizontal coordinates were scaled from a map and have
 HU0148.an estimated accuracy of +/- 6 seconds.
 HU0148
 HU0148.The orthometric height was determined by differential leveling and
 HU0148.adjusted by the NATIONAL GEODETIC SURVEY
 HU0148.in June 1991.
 HU0148
 HU0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0148.GEOID18 height accuracy estimate available here.
 HU0148
 HU0148.Click photographs - Photos may exist for this station.
 HU0148
 HU0148.The dynamic height is computed by dividing the NAVD 88
 HU0148.geopotential number by the normal gravity value computed on the
 HU0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0148.degrees latitude (g = 980.6199 gals.).
 HU0148
 HU0148.The modeled gravity was interpolated from observed gravity values.
 HU0148
 HU0148;                    North         East    Units  Estimated Accuracy
 HU0148;SPC DE       -    61,160.      216,610.      MT  (+/- 180 meters Scaled)
 HU0148
 HU0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH802669(NAD 83)
 HU0148
 HU0148                          SUPERSEDED SURVEY CONTROL
 HU0148
 HU0148  NGVD 29 (11/26/84)    6.737  (m)           22.10   (f) ADJUSTED    2 0
 HU0148
 HU0148.Superseded values are not recommended for survey control.
 HU0148
 HU0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0148.See file dsdata.pdf to determine how the superseded data were derived.
 HU0148
 HU0148_MARKER: DB = BENCH MARK DISK
 HU0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0148_STAMPING: U 28 1962
 HU0148_MARK LOGO: CGS
 HU0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0148+STABILITY: SURFACE MOTION
 HU0148
 HU0148  HISTORY     - Date     Condition        Report By
 HU0148  HISTORY     - 1962     MONUMENTED       CGS
 HU0148  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU0148
 HU0148                          STATION DESCRIPTION
 HU0148
 HU0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0148'1.2 MI E FROM DAGSBORO.
 HU0148'1.15 MILE EAST ON STATE HIGHWAY 26 FROM THE POST OFFICE IN
 HU0148'DAGSBORO.  43 FEET NORTH OF THE CENTER LINE OF HIGHWAY 26, 18.5
 HU0148'FEET WEST OF CENTER OF ROAD LEADING NORTH TO A GROUP OF CHICKEN
 HU0148'HOUSES, 19 FEET NORTH OF A FENCE CORNER, 1.5 FEET EAST OF WIRE
 HU0148'FENCE, 2 FEET SOUTHEAST OF A WOODEN WITNESS POST AND ABOUT LEVEL
 HU0148'WITH THE HIGHWAY.  SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 HU0148'INCHES.
 HU0148
 HU0148                          STATION RECOVERY (2012)
 HU0148
 HU0148'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0148'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0063 ***********************************************************************
 HU0063  DESIGNATION -  U 29
 HU0063  PID         -  HU0063
 HU0063  STATE/COUNTY-  DE/SUSSEX
 HU0063  COUNTRY     -  US
 HU0063  USGS QUAD   -  ELLENDALE (2016)
 HU0063
 HU0063                         *CURRENT SURVEY CONTROL
 HU0063  ______________________________________________________________________
 HU0063* NAD 83(1986) POSITION- 38 47 30.     (N) 075 22 34.     (W)   SCALED
 HU0063* NAVD 88 ORTHO HEIGHT -    13.725 (meters)       45.03  (feet) ADJUSTED
 HU0063  ______________________________________________________________________
 HU0063  GEOID HEIGHT    -        -35.519 (meters)                     GEOID18
 HU0063  DYNAMIC HEIGHT  -         13.717 (meters)       45.00  (feet) COMP
 HU0063  MODELED GRAVITY -    980,032.9   (mgal)                       NAVD 88
 HU0063
 HU0063  VERT ORDER      -  FIRST     CLASS II
 HU0063
 HU0063.The horizontal coordinates were scaled from a map and have
 HU0063.an estimated accuracy of +/- 6 seconds.
 HU0063
 HU0063.The orthometric height was determined by differential leveling and
 HU0063.adjusted by the NATIONAL GEODETIC SURVEY
 HU0063.in June 1991.
 HU0063
 HU0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0063.GEOID18 height accuracy estimate available here.
 HU0063
 HU0063.Click photographs - Photos may exist for this station.
 HU0063
 HU0063.The dynamic height is computed by dividing the NAVD 88
 HU0063.geopotential number by the normal gravity value computed on the
 HU0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0063.degrees latitude (g = 980.6199 gals.).
 HU0063
 HU0063.The modeled gravity was interpolated from observed gravity values.
 HU0063
 HU0063;                    North         East    Units  Estimated Accuracy
 HU0063;SPC DE       -    87,880.      203,520.      MT  (+/- 180 meters Scaled)
 HU0063
 HU0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH673937(NAD 83)
 HU0063
 HU0063                          SUPERSEDED SURVEY CONTROL
 HU0063
 HU0063  NGVD 29 (11/26/84)   13.969  (m)           45.83   (f) ADJUSTED    1 2
 HU0063
 HU0063.Superseded values are not recommended for survey control.
 HU0063
 HU0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0063.See file dsdata.pdf to determine how the superseded data were derived.
 HU0063
 HU0063_MARKER: DB = BENCH MARK DISK
 HU0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0063_STAMPING: U 29 1962
 HU0063_MARK LOGO: CGS
 HU0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0063+STABILITY: SURFACE MOTION
 HU0063
 HU0063  HISTORY     - Date     Condition        Report By
 HU0063  HISTORY     - 1962     MONUMENTED       CGS
 HU0063  HISTORY     - 1981     POOR             UDE
 HU0063  HISTORY     - 19970223 GOOD             USPSQD
 HU0063  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 HU0063  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU0063
 HU0063                          STATION DESCRIPTION
 HU0063
 HU0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0063'2.9 MI SE FROM ELLENDALE.
 HU0063'2.9 MILES SOUTHEAST ON STATE HIGHWAY 16 FROM ITS CROSSING WITH THE
 HU0063'PENNSYLVANIA RAILROAD IN ELLENDALE. 0.1 MILE NORTHEAST OF MILEPOST
 HU0063'N0. 3, 46 YARDS SOUTHWEST AND ACROSS RAILROAD TRACK AND A DIRT ROAD
 HU0063'FROM THE CENTER LINE OF HIGHWAY 16, 73 FEET SOUTH AND ACROSS DIRT
 HU0063'ROAD FROM THE CENTER OF THE ROAD CROSSING THE RAILROAD TRACK, 64.5
 HU0063'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 3.8 FEET NORTHWEST OF POWER
 HU0063'LINE POLE, 2.5 FEET SOUTHEAST OF A WOODEN WITNESS POST AND ABOUT
 HU0063'LEVEL WITH THE TOP OF RAIL.  SET IN THE TOP OF A CONCRETE POST
 HU0063'PROJECTING 3 INCHES.
 HU0063
 HU0063                          STATION RECOVERY (1981)
 HU0063
 HU0063'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0063'NOTE--MARK IS LOOSE AND ALL OF CONCRETE  TOP IS CHIPPED AWAY.
 HU0063
 HU0063                          STATION RECOVERY (1997)
 HU0063
 HU0063'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU0063'RECOVERED IN GOOD CONDITION.
 HU0063
 HU0063                          STATION RECOVERY (2001)
 HU0063
 HU0063'RECOVERY NOTE BY US POWER SQUADRON 2001 (RK)
 HU0063'MARK NOT FOUND.
 HU0063
 HU0063                          STATION RECOVERY (2012)
 HU0063
 HU0063'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0063'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1219 ***********************************************************************
 HU1219  DESIGNATION -  U 29 RESET
 HU1219  PID         -  HU1219
 HU1219  STATE/COUNTY-  DE/SUSSEX
 HU1219  COUNTRY     -  US
 HU1219  USGS QUAD   -  MILTON (2016)
 HU1219
 HU1219                         *CURRENT SURVEY CONTROL
 HU1219  ______________________________________________________________________
 HU1219* NAD 83(1986) POSITION- 38 47 28.6    (N) 075 22 29.9    (W)   HD_HELD2
 HU1219* NAVD 88 ORTHO HEIGHT -    13.73  (+/-2cm)       45.0   (feet) VERTCON3
 HU1219  ______________________________________________________________________
 HU1219  GEOID HEIGHT    -        -35.520 (meters)                     GEOID18
 HU1219  VERT ORDER      -  THIRD (See Below)
 HU1219
 HU1219.The horizontal coordinates were established by autonomous hand held GPS
 HU1219.observations and have an estimated accuracy of +/- 10 meters.
 HU1219
 HU1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1219
 HU1219.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1219.GEOID18 height accuracy estimate available here.
 HU1219
 HU1219.The vertical order pertains to the NGVD 29 superseded value.
 HU1219
 HU1219.Click photographs - Photos may exist for this station.
 HU1219
 HU1219;                    North         East    Units  Estimated Accuracy
 HU1219;SPC DE       -    87,835.      203,622.      MT  (+/- 10 meters HH2 GPS)
 HU1219
 HU1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6743593681(NAD 83)
 HU1219
 HU1219                          SUPERSEDED SURVEY CONTROL
 HU1219
 HU1219  NGVD 29 (??/??/??)   13.97   (m)           45.8    (f) RESET       3  
 HU1219
 HU1219.Superseded values are not recommended for survey control.
 HU1219
 HU1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1219.See file dsdata.pdf to determine how the superseded data were derived.
 HU1219
 HU1219_MARKER: DV = VERTICAL CONTROL DISK
 HU1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1219_STAMPING: U 29 RESET 1976
 HU1219_MARK LOGO: NGS
 HU1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1219+STABILITY: SURFACE MOTION
 HU1219
 HU1219  HISTORY     - Date     Condition        Report By
 HU1219  HISTORY     - 1976     MONUMENTED       DEDHT
 HU1219  HISTORY     - 19980423 GOOD             USPSQD
 HU1219
 HU1219                          STATION DESCRIPTION
 HU1219
 HU1219'DESCRIBED BY DE DEPT OF HIGHWAYS 1976
 HU1219'2.9 MI SE FROM ELLENDALE.
 HU1219'2.9 MILES SOUTHEAST ON STATE HIGHWAY 16 FROM ITS CROSSING WITH THE
 HU1219'PENNSYLVANIA RAILROAD IN ELLENDALE. IT IS 6 INCHES BY 6 INCHES BY
 HU1219'36 INCHES CONCRETE MONUMENT, IT IS 6.62 FEET SOUTH OF U 29 1962.
 HU1219'WITNESS POST IS 3.0 FEET WEST OF NEW BENCH MARK. BENCK MARK IS SET
 HU1219'ON SOUTHERLY RIGHT-OF-WAY LINE OF COUNTY ROAD 226.
 HU1219
 HU1219                          STATION RECOVERY (1998)
 HU1219
 HU1219'RECOVERY NOTE BY US POWER SQUADRON 1998
 HU1219'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1405 ***********************************************************************
 JU1405  DESIGNATION -  U 3
 JU1405  PID         -  JU1405
 JU1405  STATE/COUNTY-  DE/NEW CASTLE
 JU1405  COUNTRY     -  US
 JU1405  USGS QUAD   -  NEWARK EAST (2016)
 JU1405
 JU1405                         *CURRENT SURVEY CONTROL
 JU1405  ______________________________________________________________________
 JU1405* NAD 83(2011) POSITION- 39 41 11.33694(N) 075 44 47.73557(W)   ADJUSTED
 JU1405* NAD 83(2011) ELLIP HT-     6.330 (meters)        (12/20/17)   ADJUSTED
 JU1405* NAD 83(2011) EPOCH   -  2010.00
 JU1405* NAVD 88 ORTHO HEIGHT -    39.308 (meters)      128.96  (feet) ADJUSTED
 JU1405  ______________________________________________________________________
 JU1405  GEOID HEIGHT    -        -32.991 (meters)                     GEOID18
 JU1405  NAD 83(2011) X  -  1,210,130.395 (meters)                     COMP
 JU1405  NAD 83(2011) Y  - -4,763,712.582 (meters)                     COMP
 JU1405  NAD 83(2011) Z  -  4,051,262.248 (meters)                     COMP
 JU1405  LAPLACE CORR    -          0.75  (seconds)                    DEFLEC18
 JU1405  DYNAMIC HEIGHT  -         39.290 (meters)      128.90  (feet) COMP
 JU1405  MODELED GRAVITY -    980,155.3   (mgal)                       NAVD 88
 JU1405
 JU1405  VERT ORDER      -  FIRST     CLASS II
 JU1405
 JU1405  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU1405  Standards:
 JU1405         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU1405            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU1405  -------------------------------------------------------------------
 JU1405  NETWORK    0.62   0.53           0.27   0.23   0.27      0.09947480
 JU1405  -------------------------------------------------------------------
 JU1405  Click here for local accuracies and other accuracy information.
 JU1405
 JU1405.The horizontal coordinates were established by GPS observations
 JU1405.and adjusted by the MASER CONSULTING in December 2017.
 JU1405
 JU1405.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU1405.been affixed to the stable North American tectonic plate. See 
 JU1405.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU1405
 JU1405.The horizontal coordinates are valid at the epoch date displayed above
 JU1405.which is a decimal equivalence of Year/Month/Day.
 JU1405
 JU1405.The orthometric height was determined by differential leveling and
 JU1405.adjusted by the NATIONAL GEODETIC SURVEY
 JU1405.in June 1991.
 JU1405
 JU1405.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1405.GEOID18 height accuracy estimate available here.
 JU1405
 JU1405.Click photographs - Photos may exist for this station.
 JU1405
 JU1405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1405
 JU1405.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1405
 JU1405.The ellipsoidal height was determined by GPS observations
 JU1405.and is referenced to NAD 83.
 JU1405
 JU1405.The dynamic height is computed by dividing the NAVD 88
 JU1405.geopotential number by the normal gravity value computed on the
 JU1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1405.degrees latitude (g = 980.6199 gals.).
 JU1405
 JU1405.The modeled gravity was interpolated from observed gravity values.
 JU1405
 JU1405. The following values were computed from the NAD 83(2011) position.
 JU1405
 JU1405;                    North         East     Units Scale Factor Converg.
 JU1405;SPC DE       -   187,271.753   171,697.987   MT  1.00000486   -0 12 38.5
 JU1405;SPC DE       -   614,407.41    563,312.48   sFT  1.00000486   -0 12 38.5
 JU1405;UTM  18      - 4,393,227.150   435,980.191   MT  0.99965046   -0 28 36.4
 JU1405
 JU1405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1405!SPC DE       -   0.99999901  x   1.00000486  =   1.00000387
 JU1405!UTM  18      -   0.99999901  x   0.99965046  =   0.99964947
 JU1405
 JU1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3598093227(NAD 83)
 JU1405
 JU1405                          SUPERSEDED SURVEY CONTROL
 JU1405
 JU1405  NGVD 29 (11/26/84)   39.655  (m)          130.10   (f) ADJUSTED    1 2
 JU1405
 JU1405.Superseded values are not recommended for survey control.
 JU1405
 JU1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1405.See file dsdata.pdf to determine how the superseded data were derived.
 JU1405
 JU1405_MARKER: DB = BENCH MARK DISK
 JU1405_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JU1405_SP_SET: RETAINING WALL
 JU1405_STAMPING: U 3 1931 130.101
 JU1405_MARK LOGO: CGS
 JU1405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1405+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1405
 JU1405  HISTORY     - Date     Condition        Report By
 JU1405  HISTORY     - 1931     MONUMENTED       CGS
 JU1405  HISTORY     - 1934     GOOD             CGS
 JU1405  HISTORY     - 1976     GOOD             LOCSUR
 JU1405  HISTORY     - 1981     GOOD             UDE
 JU1405  HISTORY     - 1982     GOOD             NGS
 JU1405  HISTORY     - 19900105 GOOD             USPSQD
 JU1405  HISTORY     - 19901107 GOOD             NGS
 JU1405  HISTORY     - 19901125 GOOD             USPSQD
 JU1405  HISTORY     - 20060516 GOOD             USPSQD
 JU1405  HISTORY     - 20091230 GOOD             BANC
 JU1405  HISTORY     - 20130711 GOOD             DELCOS
 JU1405
 JU1405                          STATION DESCRIPTION
 JU1405
 JU1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 JU1405'IN NEWARK.
 JU1405'IN THE EAST SECTION OF NEWARK, NEW CASTLE COUNTY, AT THE BALTIMORE
 JU1405'AND OHIO RAILROAD BRIDGE OVER CHAPEL STREET AND THE PENNSYLVANIA
 JU1405'RAILROAD, IN THE SOUTH WING OF THE WEST ABUTMENT, AND IN THE
 JU1405'SURFACE OF THE THIRD STEP BELOW THE TOP OF THE ABUTMENT.  A
 JU1405'STANDARD DISK, STAMPED 130.101 U 3 1931.
 JU1405
 JU1405                          STATION RECOVERY (1934)
 JU1405
 JU1405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JU1405'RECOVERED IN GOOD CONDITION.
 JU1405
 JU1405                          STATION RECOVERY (1976)
 JU1405
 JU1405'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 JU1405'RECOVERED IN GOOD CONDITION.
 JU1405
 JU1405                          STATION RECOVERY (1981)
 JU1405
 JU1405'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1405'RECOVERED IN GOOD CONDITION.
 JU1405
 JU1405                          STATION RECOVERY (1982)
 JU1405
 JU1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JU1405'RECOVERED IN GOOD CONDITION.
 JU1405
 JU1405                          STATION RECOVERY (1990)
 JU1405
 JU1405'RECOVERY NOTE BY US POWER SQUADRON 1990 (MRS)
 JU1405'RECOVERED IN GOOD CONDITION.
 JU1405
 JU1405                          STATION RECOVERY (1990)
 JU1405
 JU1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU1405'IN NEWARK, AT THE INTERSECTION OF NORTH CHAPEL STREET AND THE
 JU1405'BALTIMORE AND OHIO RAILROAD, IN TOP OF AND 0.2 M (0.7 FT) NORTH OF
 JU1405'THE SOUTH END OF THE SEVENTH TIER OF THE WEST STONE RETAINING WALL OF
 JU1405'THE RAILROAD BRIDGE SPANNING NORTH CHAPEL STREET, 12.2 M (40.0 FT)
 JU1405'WEST OF THE STREET CENTERLINE, 7.6 M (24.9 FT) SOUTH OF THE NEAR RAIL,
 JU1405'2.9 M (9.5 FT) ABOVE THE GROUND SURFACE, AND 1.6 M (5.2 FT) BELOW THE
 JU1405'LEVEL OF THE TRACK.
 JU1405
 JU1405                          STATION RECOVERY (1990)
 JU1405
 JU1405'RECOVERY NOTE BY US POWER SQUADRON 1990 (CSU)
 JU1405'RECOVERED IN GOOD CONDITION.
 JU1405
 JU1405                          STATION RECOVERY (2006)
 JU1405
 JU1405'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAL)
 JU1405'RECOVERED IN GOOD CONDITION.
 JU1405
 JU1405                          STATION RECOVERY (2009)
 JU1405
 JU1405'RECOVERY NOTE BY BANC 3 2009 (ATT)
 JU1405'RECOVERED IN GOOD CONDITION.
 JU1405
 JU1405                          STATION RECOVERY (2013)
 JU1405
 JU1405'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1405'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0189 ***********************************************************************
 HU0189  DESIGNATION -  U 30
 HU0189  PID         -  HU0189
 HU0189  STATE/COUNTY-  DE/SUSSEX
 HU0189  COUNTRY     -  US
 HU0189  USGS QUAD   -  MILTON (2016)
 HU0189
 HU0189                         *CURRENT SURVEY CONTROL
 HU0189  ______________________________________________________________________
 HU0189* NAD 83(1986) POSITION- 38 51 36.     (N) 075 19 49.     (W)   SCALED
 HU0189* NAVD 88 ORTHO HEIGHT -     5.733 (meters)       18.81  (feet) ADJUSTED
 HU0189  ______________________________________________________________________
 HU0189  GEOID HEIGHT    -        -35.454 (meters)                     GEOID18
 HU0189  DYNAMIC HEIGHT  -          5.730 (meters)       18.80  (feet) COMP
 HU0189  MODELED GRAVITY -    980,040.5   (mgal)                       NAVD 88
 HU0189
 HU0189  VERT ORDER      -  SECOND    CLASS 0
 HU0189
 HU0189.The horizontal coordinates were scaled from a map and have
 HU0189.an estimated accuracy of +/- 6 seconds.
 HU0189
 HU0189.The orthometric height was determined by differential leveling and
 HU0189.adjusted by the NATIONAL GEODETIC SURVEY
 HU0189.in June 1991.
 HU0189
 HU0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0189.GEOID18 height accuracy estimate available here.
 HU0189
 HU0189.Click photographs - Photos may exist for this station.
 HU0189
 HU0189.The dynamic height is computed by dividing the NAVD 88
 HU0189.geopotential number by the normal gravity value computed on the
 HU0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0189.degrees latitude (g = 980.6199 gals.).
 HU0189
 HU0189.The modeled gravity was interpolated from observed gravity values.
 HU0189
 HU0189;                    North         East    Units  Estimated Accuracy
 HU0189;SPC DE       -    95,470.      207,500.      MT  (+/- 180 meters Scaled)
 HU0189
 HU0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ713012(NAD 83)
 HU0189
 HU0189                          SUPERSEDED SURVEY CONTROL
 HU0189
 HU0189  NGVD 29 (11/26/84)    5.973  (m)           19.60   (f) ADJUSTED    2 0
 HU0189
 HU0189.Superseded values are not recommended for survey control.
 HU0189
 HU0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0189.See file dsdata.pdf to determine how the superseded data were derived.
 HU0189
 HU0189_MARKER: DB = BENCH MARK DISK
 HU0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0189_STAMPING: U 30 1962
 HU0189_MARK LOGO: CGS
 HU0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0189+STABILITY: SURFACE MOTION
 HU0189
 HU0189  HISTORY     - Date     Condition        Report By
 HU0189  HISTORY     - 1962     MONUMENTED       CGS
 HU0189  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0189
 HU0189                          STATION DESCRIPTION
 HU0189
 HU0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0189'1.2 MI SE FROM ARGO CORNERS.
 HU0189'1.15 MILE SOUTHEAST ON STATE HIGHWAY 14 FROM THE ROAD CROSSING AT
 HU0189'ARGO CORNERS.  0.1 MILE NORTHWEST OF A BLACKTOPPED ROAD CROSSING,
 HU0189'90 YARDS WEST OF THE NORTHWEST CORNER OF A BARN, 28 FEET NORTHEAST
 HU0189'OF THE CENTER LINE OF HIGHWAY 14, 12 FEET SOUTHEAST OF A PLANK FENCE
 HU0189'AROUND A BARNYARD, 1.5 FEET SOUTHWEST OF THE FENCE LINE AND 2 FEET
 HU0189'SOUTHEAST OF A METAL WITNESS POST.  SET IN THE TOP OF A CONCRETE
 HU0189'POST PROJECTING 2 INCHES.
 HU0189
 HU0189                          STATION RECOVERY (1981)
 HU0189
 HU0189'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0189'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1081 ***********************************************************************
 JU1081  DESIGNATION -  U 34
 JU1081  PID         -  JU1081
 JU1081  STATE/COUNTY-  DE/NEW CASTLE
 JU1081  COUNTRY     -  US
 JU1081  USGS QUAD   -  CLAYTON (2016)
 JU1081
 JU1081                         *CURRENT SURVEY CONTROL
 JU1081  ______________________________________________________________________
 JU1081* NAD 83(1986) POSITION- 39 18 21.     (N) 075 38 30.     (W)   SCALED
 JU1081* NAVD 88 ORTHO HEIGHT -    12.172 (meters)       39.93  (feet) ADJUSTED
 JU1081  ______________________________________________________________________
 JU1081  GEOID HEIGHT    -        -33.804 (meters)                     GEOID18
 JU1081  DYNAMIC HEIGHT  -         12.166 (meters)       39.91  (feet) COMP
 JU1081  MODELED GRAVITY -    980,109.9   (mgal)                       NAVD 88
 JU1081
 JU1081  VERT ORDER      -  FIRST     CLASS I
 JU1081
 JU1081.The horizontal coordinates were scaled from a map and have
 JU1081.an estimated accuracy of +/- 6 seconds.
 JU1081
 JU1081.The orthometric height was determined by differential leveling and
 JU1081.adjusted by the NATIONAL GEODETIC SURVEY
 JU1081.in June 1991.
 JU1081
 JU1081.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1081.GEOID18 height accuracy estimate available here.
 JU1081
 JU1081.Click photographs - Photos may exist for this station.
 JU1081
 JU1081.The dynamic height is computed by dividing the NAVD 88
 JU1081.geopotential number by the normal gravity value computed on the
 JU1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1081.degrees latitude (g = 980.6199 gals.).
 JU1081
 JU1081.The modeled gravity was interpolated from observed gravity values.
 JU1081
 JU1081;                    North         East    Units  Estimated Accuracy
 JU1081;SPC DE       -   144,980.      180,590.      MT  (+/- 180 meters Scaled)
 JU1081
 JU1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ446509(NAD 83)
 JU1081
 JU1081                          SUPERSEDED SURVEY CONTROL
 JU1081
 JU1081  NGVD 29 (11/26/84)   12.411  (m)           40.72   (f) ADJUSTED    1 1
 JU1081
 JU1081.Superseded values are not recommended for survey control.
 JU1081
 JU1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1081.See file dsdata.pdf to determine how the superseded data were derived.
 JU1081
 JU1081_MARKER: DB = BENCH MARK DISK
 JU1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1081_STAMPING: U 34 1963
 JU1081_MARK LOGO: CGS
 JU1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1081+STABILITY: SURFACE MOTION
 JU1081
 JU1081  HISTORY     - Date     Condition        Report By
 JU1081  HISTORY     - 1963     MONUMENTED       CGS
 JU1081  HISTORY     - 20010331 GOOD             NGS
 JU1081
 JU1081                          STATION DESCRIPTION
 JU1081
 JU1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1081'1.1 MI N FROM CLAYTON.
 JU1081'1.1 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1081'CROSSING OF STATE HIGHWAY 6 AT CLAYTON, ABOUT 0.45 MILE NORTH
 JU1081'OF MILEPOST 36, AT A FARM ROAD CROSSING, 71 FEET SOUTHWEST OF
 JU1081'CENTER OF THE CROSSING, 27 FEET WEST OF WEST RAIL OF THE
 JU1081'MAIN TRACK, 4 1/2 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET
 JU1081'NORTH OF A STEEL WITNESS POST, 1 FOOT ABOVE LEVEL OF TRACK, AND
 JU1081'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JU1081
 JU1081                          STATION RECOVERY (2001)
 JU1081
 JU1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU1081'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0032 ***********************************************************************
 HU0032  DESIGNATION -  U 35
 HU0032  PID         -  HU0032
 HU0032  STATE/COUNTY-  DE/KENT
 HU0032  COUNTRY     -  US
 HU0032  USGS QUAD   -  MILFORD (2016)
 HU0032
 HU0032                         *CURRENT SURVEY CONTROL
 HU0032  ______________________________________________________________________
 HU0032* NAD 83(1986) POSITION- 38 54 54.     (N) 075 26 37.     (W)   SCALED
 HU0032* NAVD 88 ORTHO HEIGHT -     7.818 (meters)       25.65  (feet) ADJUSTED
 HU0032  ______________________________________________________________________
 HU0032  GEOID HEIGHT    -        -35.270 (meters)                     GEOID18
 HU0032  DYNAMIC HEIGHT  -          7.813 (meters)       25.63  (feet) COMP
 HU0032  MODELED GRAVITY -    980,042.1   (mgal)                       NAVD 88
 HU0032
 HU0032  VERT ORDER      -  FIRST     CLASS I
 HU0032
 HU0032.The horizontal coordinates were scaled from a map and have
 HU0032.an estimated accuracy of +/- 6 seconds.
 HU0032
 HU0032.The orthometric height was determined by differential leveling and
 HU0032.adjusted by the NATIONAL GEODETIC SURVEY
 HU0032.in June 1991.
 HU0032
 HU0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0032.GEOID18 height accuracy estimate available here.
 HU0032
 HU0032.Click photographs - Photos may exist for this station.
 HU0032
 HU0032.The dynamic height is computed by dividing the NAVD 88
 HU0032.geopotential number by the normal gravity value computed on the
 HU0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0032.degrees latitude (g = 980.6199 gals.).
 HU0032
 HU0032.The modeled gravity was interpolated from observed gravity values.
 HU0032
 HU0032;                    North         East    Units  Estimated Accuracy
 HU0032;SPC DE       -   101,570.      197,660.      MT  (+/- 180 meters Scaled)
 HU0032
 HU0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ615074(NAD 83)
 HU0032
 HU0032                          SUPERSEDED SURVEY CONTROL
 HU0032
 HU0032  NGVD 29 (11/26/84)    8.063  (m)           26.45   (f) ADJUSTED    1 1
 HU0032
 HU0032.Superseded values are not recommended for survey control.
 HU0032
 HU0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0032.See file dsdata.pdf to determine how the superseded data were derived.
 HU0032
 HU0032_MARKER: DB = BENCH MARK DISK
 HU0032_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HU0032_SP_SET: CATCH BASIN
 HU0032_STAMPING: U 35 1963
 HU0032_MARK LOGO: CGS
 HU0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU0032
 HU0032  HISTORY     - Date     Condition        Report By
 HU0032  HISTORY     - 1963     MONUMENTED       CGS
 HU0032  HISTORY     - 1981     GOOD             LOCSUR
 HU0032  HISTORY     - 1989     GOOD             USPSQD
 HU0032  HISTORY     - 20020615 MARK NOT FOUND   USPSQD
 HU0032  HISTORY     - 20120326 MARK NOT FOUND   DELCOS
 HU0032
 HU0032                          STATION DESCRIPTION
 HU0032
 HU0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0032'0.6 MI NW FROM MILFORD.
 HU0032'ABOUT 0.6 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HU0032'STATION AT MILFORD, AT THE CROSSING OF U.S. HIGHWAY 113 LEADING
 HU0032'NORTHEAST AND SOUTHWEST, SET ON TOP OF THE WEST CORNER OF THE CONCRETE
 HU0032'SURROUNDING A CATCH BASIN BETWEEN THE LANE OF HIGHWAY, 10 FEET
 HU0032'NORTHEAST OF NORTHEAST RAIL, 34 FEET SOUTHEAST OF CENTERLINE OF
 HU0032'SOUTH-BOUND LANE, 36.5 FEET NORTHWEST OF CENTERLINE OF NORTH-BOUND
 HU0032'LANE, AND ABOUT 1 FOOT BELOW LEVEL OF TRACK AND HIGHWAY.
 HU0032
 HU0032                          STATION RECOVERY (1981)
 HU0032
 HU0032'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 HU0032'RECOVERED IN GOOD CONDITION.
 HU0032
 HU0032                          STATION RECOVERY (1989)
 HU0032
 HU0032'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRA)
 HU0032'RECOVERED IN GOOD CONDITION.
 HU0032
 HU0032                          STATION RECOVERY (2002)
 HU0032
 HU0032'RECOVERY NOTE BY US POWER SQUADRON 2002 (RP)
 HU0032'THERE IS A RED PAINT MARK WHERE THE DISC SCHOULD BE.
 HU0032'
 HU0032
 HU0032                          STATION RECOVERY (2012)
 HU0032
 HU0032'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0032'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1134 ***********************************************************************
 JU1134  DESIGNATION -  U 36
 JU1134  PID         -  JU1134
 JU1134  STATE/COUNTY-  DE/KENT
 JU1134  COUNTRY     -  US
 JU1134  USGS QUAD   -  DOVER (2016)
 JU1134
 JU1134                         *CURRENT SURVEY CONTROL
 JU1134  ______________________________________________________________________
 JU1134* NAD 83(1986) POSITION- 39 10 00.49   (N) 075 30 06.78   (W)   HD_HELD1
 JU1134* NAVD 88 ORTHO HEIGHT -     7.193 (meters)       23.60  (feet) ADJUSTED
 JU1134  ______________________________________________________________________
 JU1134  GEOID HEIGHT    -        -34.397 (meters)                     GEOID18
 JU1134  DYNAMIC HEIGHT  -          7.189 (meters)       23.59  (feet) COMP
 JU1134  MODELED GRAVITY -    980,088.8   (mgal)                       NAVD 88
 JU1134
 JU1134  VERT ORDER      -  FIRST     CLASS II
 JU1134
 JU1134.The horizontal coordinates were determined by differentially corrected
 JU1134.hand held GPS observations or other comparable positioning techniques
 JU1134.and have an estimated accuracy of +/- 3 meters.
 JU1134
 JU1134.The orthometric height was determined by differential leveling and
 JU1134.adjusted by the NATIONAL GEODETIC SURVEY
 JU1134.in January 2013.
 JU1134
 JU1134.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1134.GEOID18 height accuracy estimate available here.
 JU1134
 JU1134.Click photographs - Photos may exist for this station.
 JU1134
 JU1134.The dynamic height is computed by dividing the NAVD 88
 JU1134.geopotential number by the normal gravity value computed on the
 JU1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1134.degrees latitude (g = 980.6199 gals.).
 JU1134
 JU1134.The modeled gravity was interpolated from observed gravity values.
 JU1134
 JU1134;                    North         East    Units  Estimated Accuracy
 JU1134;SPC DE       -   129,526.7     192,635.4     MT  (+/- 3 meters HH1 GPS) 
 JU1134
 JU1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5664335407(NAD 83)
 JU1134
 JU1134                          SUPERSEDED SURVEY CONTROL
 JU1134
 JU1134  NAVD 88 (06/15/91)    7.222  (m)           23.69   (f) SUPERSEDED  1 1
 JU1134  NGVD 29 (11/26/84)    7.460  (m)           24.48   (f) ADJUSTED    1 1
 JU1134
 JU1134.Superseded values are not recommended for survey control.
 JU1134
 JU1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1134.See file dsdata.pdf to determine how the superseded data were derived.
 JU1134
 JU1134_MARKER: DB = BENCH MARK DISK
 JU1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1134_STAMPING: U 36 1963
 JU1134_MARK LOGO: CGS
 JU1134_PROJECTION: FLUSH
 JU1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1134+STABILITY: SURFACE MOTION
 JU1134_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1134+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2011
 JU1134
 JU1134  HISTORY     - Date     Condition        Report By
 JU1134  HISTORY     - 1963     MONUMENTED       CGS
 JU1134  HISTORY     - 1981     GOOD             UDE
 JU1134  HISTORY     - 20110131 GOOD             USFWS
 JU1134  HISTORY     - 20111122 GOOD             DELCOS
 JU1134
 JU1134                          STATION DESCRIPTION
 JU1134
 JU1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1134'0.8 MI E FROM DOVER.
 JU1134'ABOUT 0.75 MILE EAST ALONG STATE HIGHWAY 8 FROM THE INTERSECTION
 JU1134'OF U.S. HIGHWAY 13 AT DOVER, AT THE JUNCTION OF A BLACK TOP ROAD
 JU1134'LEADING NORTH, AT THE NORTHWEST CORNER OF A CULTIVATED FIELD,
 JU1134'28 FEET SOUTH OF CENTERLINE OF THE HIGHWAY, 7 1/2 FEET NORTHEAST
 JU1134'OF THE EAST GATE POST AT THE ENTRANCE TO FIELD, 3 1/2 FEET EAST
 JU1134'OF POWER POLE 55-24, 3 FEET NORTH OF A FENCE LINE SURROUNDING
 JU1134'FIELD, 1.5 FEET WEST OF A STEEL WITNESS POST, ABOUT LEVEL WITH
 JU1134'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 JU1134
 JU1134                          STATION RECOVERY (1981)
 JU1134
 JU1134'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1134'RECOVERED IN GOOD CONDITION.
 JU1134
 JU1134                          STATION RECOVERY (2011)
 JU1134
 JU1134'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2011 (MJH)
 JU1134'RECOVERED IN GOOD CONDITION.
 JU1134
 JU1134                          STATION RECOVERY (2011)
 JU1134
 JU1134'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 JU1134'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1039 ***********************************************************************
 JU1039  DESIGNATION -  U 37
 JU1039  PID         -  JU1039
 JU1039  STATE/COUNTY-  DE/KENT
 JU1039  COUNTRY     -  US
 JU1039  USGS QUAD   -  FREDERICA (2016)
 JU1039
 JU1039                         *CURRENT SURVEY CONTROL
 JU1039  ______________________________________________________________________
 JU1039* NAD 83(1986) POSITION- 39 04 19.97   (N) 075 28 35.41   (W)   HD_HELD1
 JU1039* NAVD 88 ORTHO HEIGHT -     7.548 (meters)       24.76  (feet) ADJUSTED
 JU1039  ______________________________________________________________________
 JU1039  GEOID HEIGHT    -        -34.778 (meters)                     GEOID18
 JU1039  DYNAMIC HEIGHT  -          7.544 (meters)       24.75  (feet) COMP
 JU1039  MODELED GRAVITY -    980,067.8   (mgal)                       NAVD 88
 JU1039
 JU1039  VERT ORDER      -  FIRST     CLASS I
 JU1039
 JU1039.The horizontal coordinates were determined by differentially corrected
 JU1039.hand held GPS observations or other comparable positioning techniques
 JU1039.and have an estimated accuracy of +/- 3 meters.
 JU1039
 JU1039.The orthometric height was determined by differential leveling and
 JU1039.adjusted by the NATIONAL GEODETIC SURVEY
 JU1039.in June 1991.
 JU1039
 JU1039.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1039.GEOID18 height accuracy estimate available here.
 JU1039
 JU1039.Click photographs - Photos may exist for this station.
 JU1039
 JU1039.The dynamic height is computed by dividing the NAVD 88
 JU1039.geopotential number by the normal gravity value computed on the
 JU1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1039.degrees latitude (g = 980.6199 gals.).
 JU1039
 JU1039.The modeled gravity was interpolated from observed gravity values.
 JU1039
 JU1039;                    North         East    Units  Estimated Accuracy
 JU1039;SPC DE       -   119,024.0     194,821.9     MT  (+/- 3 meters HH1 GPS) 
 JU1039
 JU1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5878024898(NAD 83)
 JU1039
 JU1039                          SUPERSEDED SURVEY CONTROL
 JU1039
 JU1039  NGVD 29 (11/26/84)    7.786  (m)           25.54   (f) ADJUSTED    1 1
 JU1039
 JU1039.Superseded values are not recommended for survey control.
 JU1039
 JU1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1039.See file dsdata.pdf to determine how the superseded data were derived.
 JU1039
 JU1039_MARKER: DB = BENCH MARK DISK
 JU1039_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU1039_STAMPING: U 37 1963
 JU1039_MARK LOGO: CGS
 JU1039_PROJECTION: FLUSH
 JU1039_MAGNETIC: I = MARKER IS A STEEL ROD
 JU1039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1039+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2021
 JU1039
 JU1039  HISTORY     - Date     Condition        Report By
 JU1039  HISTORY     - 1963     MONUMENTED       CGS
 JU1039  HISTORY     - 1981     GOOD             UDE
 JU1039  HISTORY     - 20011026 GOOD             USPSQD
 JU1039  HISTORY     - 20060319 POOR             USPSQD
 JU1039  HISTORY     - 20100130 POOR             BECMOR
 JU1039  HISTORY     - 20111129 GOOD             DELCOS
 JU1039  HISTORY     - 20210307 GOOD             USPSQD
 JU1039
 JU1039                          STATION DESCRIPTION
 JU1039
 JU1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1039'AT MAGNOLIA.
 JU1039'AT MAGNOLIA, ALONG U.S. HIGHWAY 113 A, AT THE POST OFFICE, ABOUT
 JU1039'0.1 MILE NORTHWEST OF A ROAD INTERSECTION LEADING NORTHEAST
 JU1039'AND SOUTHWEST, 47 FEET NORTHEAST OF CENTERLINE OF HIGHWAY,
 JU1039'3.4 FEET NORTHEAST OF THE WEST CORNER OF THE POST OFFICE, 1.8
 JU1039'FEET NORTHWEST OF THE NORTHWEST WALL OF THE BUILDING, ABOUT
 JU1039'LEVEL WITH HIGHWAY, AND IS A DISK ON TOP OF A COPPER COATED
 JU1039'STEEL ROD FLUSH WITH GROUND AND PROTECTED BY A 6-INCH TILE
 JU1039'WHICH PROJECTS 1 INCH.  THE ROAD WAS DRIVEN TO A DEPTH OF
 JU1039'80 FEET.
 JU1039
 JU1039                          STATION RECOVERY (1981)
 JU1039
 JU1039'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1039'RECOVERED IN GOOD CONDITION.
 JU1039
 JU1039                          STATION RECOVERY (2001)
 JU1039
 JU1039'RECOVERY NOTE BY US POWER SQUADRON 2001 (AL)
 JU1039'RECOVERED IN GOOD CONDITION.
 JU1039
 JU1039                          STATION RECOVERY (2006)
 JU1039
 JU1039'RECOVERY NOTE BY US POWER SQUADRON 2006 (AL)
 JU1039'MARK RECOVERED IN POOR CONDITION.
 JU1039
 JU1039                          STATION RECOVERY (2010)
 JU1039
 JU1039'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1039'MARK RECOVERED IN POOR CONDITION.
 JU1039
 JU1039                          STATION RECOVERY (2011)
 JU1039
 JU1039'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 JU1039'RECOVERED IN GOOD CONDITION.
 JU1039
 JU1039                          STATION RECOVERY (2021)
 JU1039
 JU1039'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 JU1039'THE DISK IS BENT ALONG ONE EDGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1790 ***********************************************************************
 JU1790  DESIGNATION -  U 39
 JU1790  PID         -  JU1790
 JU1790  STATE/COUNTY-  DE/NEW CASTLE
 JU1790  COUNTRY     -  US
 JU1790  USGS QUAD   -  DELAWARE CITY (2016)
 JU1790
 JU1790                         *CURRENT SURVEY CONTROL
 JU1790  ______________________________________________________________________
 JU1790* NAD 83(1986) POSITION- 39 34 22.92   (N) 075 35 40.44   (W)   HD_HELD1
 JU1790* NAVD 88 ORTHO HEIGHT -     3.822 (meters)       12.54  (feet) ADJUSTED
 JU1790  ______________________________________________________________________
 JU1790  GEOID HEIGHT    -        -33.344 (meters)                     GEOID18
 JU1790  DYNAMIC HEIGHT  -          3.821 (meters)       12.54  (feet) COMP
 JU1790  MODELED GRAVITY -    980,133.7   (mgal)                       NAVD 88
 JU1790
 JU1790  VERT ORDER      -  FIRST     CLASS I
 JU1790
 JU1790.The horizontal coordinates were determined by differentially corrected
 JU1790.hand held GPS observations or other comparable positioning techniques
 JU1790.and have an estimated accuracy of +/- 3 meters.
 JU1790
 JU1790.The orthometric height was determined by differential leveling and
 JU1790.adjusted by the NATIONAL GEODETIC SURVEY
 JU1790.in June 1991.
 JU1790
 JU1790.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1790.GEOID18 height accuracy estimate available here.
 JU1790
 JU1790.Click photographs - Photos may exist for this station.
 JU1790
 JU1790.The dynamic height is computed by dividing the NAVD 88
 JU1790.geopotential number by the normal gravity value computed on the
 JU1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1790.degrees latitude (g = 980.6199 gals.).
 JU1790
 JU1790.The modeled gravity was interpolated from observed gravity values.
 JU1790
 JU1790;                    North         East    Units  Estimated Accuracy
 JU1790;SPC DE       -   174,638.9     184,714.3     MT  (+/- 3 meters HH1 GPS) 
 JU1790
 JU1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4893380538(NAD 83)
 JU1790
 JU1790                          SUPERSEDED SURVEY CONTROL
 JU1790
 JU1790  NGVD 29 (01/10/92)    4.064  (m)           13.33   (f) ADJUSTED    1 1
 JU1790  NGVD 29 (??/??/87)    4.064  (m)           13.33   (f) SUPERSEDED  1 1
 JU1790
 JU1790.Superseded values are not recommended for survey control.
 JU1790
 JU1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1790.See file dsdata.pdf to determine how the superseded data were derived.
 JU1790
 JU1790_MARKER: DB = BENCH MARK DISK
 JU1790_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU1790_STAMPING: U 39 1963
 JU1790_MARK LOGO: CGS
 JU1790_MAGNETIC: I = MARKER IS A STEEL ROD
 JU1790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1790_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1790+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1790
 JU1790  HISTORY     - Date     Condition        Report By
 JU1790  HISTORY     - 1963     MONUMENTED       CGS
 JU1790  HISTORY     - 1971     GOOD             NGS
 JU1790  HISTORY     - 1979     GOOD             NGS
 JU1790  HISTORY     - 1983     GOOD             USPSQD
 JU1790  HISTORY     - 19910309 GOOD             USPSQD
 JU1790  HISTORY     - 19970621 GOOD             USPSQD
 JU1790  HISTORY     - 20050615 POOR             GEOCAC
 JU1790  HISTORY     - 20130711 GOOD             DELCOS
 JU1790
 JU1790                          STATION DESCRIPTION
 JU1790
 JU1790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JU1790'AT DELAWARE CITY.
 JU1790'AT DELAWARE CITY, AT THE INTERSECTION OF STATE HIGHWAY 9 (FIFTH
 JU1790'STREET) AND CLINTON STREET, 20.0 FEET NORTHEAST OF THE NORTHEAST
 JU1790'CURB OF THE HIGHWAY (FIFTH STREET), 3.8 FEET SOUTHEAST OF THE
 JU1790'SOUTHEAST CURB OF CLINTON STREET, 3.8 FEET NORTHWEST OF THE
 JU1790'NORTHWEST EDGE OF THE SIDEWALK ALONG THE SOUTHEAST SIDE OF
 JU1790'CLINTON STREET, 2 1/2 FEET NORTHEAST OF POWER LINE POLE NO.
 JU1790'J 169-844, 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND IS A DISK
 JU1790'ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES ABOVE
 JU1790'THE LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH TILE WHICH
 JU1790'PROJECTS 2 INCHES ABOVE THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH
 JU1790'OF 64 FEET.
 JU1790
 JU1790                          STATION RECOVERY (1979)
 JU1790
 JU1790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1790'RECOVERED IN GOOD CONDITION.
 JU1790
 JU1790                          STATION RECOVERY (1983)
 JU1790
 JU1790'RECOVERY NOTE BY US POWER SQUADRON 1983
 JU1790'POLE IDENTIFICATION IS J 169 -84 X , NOT J 169-844.
 JU1790
 JU1790                          STATION RECOVERY (1991)
 JU1790
 JU1790'RECOVERY NOTE BY US POWER SQUADRON 1991 (WAU)
 JU1790'RECOVERED IN GOOD CONDITION.
 JU1790
 JU1790                          STATION RECOVERY (1997)
 JU1790
 JU1790'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU1790'RECOVERED IN GOOD CONDITION.
 JU1790
 JU1790                          STATION RECOVERY (2005)
 JU1790
 JU1790'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 JU1790'THE DISK IS LOOSE IN ITS MOUNTING AND THE PROJECTING SIX-INCH TILE IS
 JU1790'NO LONGER IN PLACE.
 JU1790
 JU1790                          STATION RECOVERY (2013)
 JU1790
 JU1790'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1790'BENCHMARK MOVES BACK AND FORTH IN THE GROUND, LOOSE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0152 ***********************************************************************
 HU0152  DESIGNATION -  U 4
 HU0152  PID         -  HU0152
 HU0152  STATE/COUNTY-  DE/SUSSEX
 HU0152  COUNTRY     -  US
 HU0152  USGS QUAD   -  FRANKFORD (2016)
 HU0152
 HU0152                         *CURRENT SURVEY CONTROL
 HU0152  ______________________________________________________________________
 HU0152* NAD 83(1986) POSITION- 38 30 59.     (N) 075 14 08.     (W)   SCALED
 HU0152* NAVD 88 ORTHO HEIGHT -    11.304 (meters)       37.09  (feet) ADJUSTED
 HU0152  ______________________________________________________________________
 HU0152  GEOID HEIGHT    -        -35.804 (meters)                     GEOID18
 HU0152  DYNAMIC HEIGHT  -         11.297 (meters)       37.06  (feet) COMP
 HU0152  MODELED GRAVITY -    980,018.5   (mgal)                       NAVD 88
 HU0152
 HU0152  VERT ORDER      -  SECOND    CLASS 0
 HU0152
 HU0152.The horizontal coordinates were scaled from a map and have
 HU0152.an estimated accuracy of +/- 6 seconds.
 HU0152
 HU0152.The orthometric height was determined by differential leveling and
 HU0152.adjusted by the NATIONAL GEODETIC SURVEY
 HU0152.in June 1991.
 HU0152
 HU0152.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0152.GEOID18 height accuracy estimate available here.
 HU0152
 HU0152.Click photographs - Photos may exist for this station.
 HU0152
 HU0152.The dynamic height is computed by dividing the NAVD 88
 HU0152.geopotential number by the normal gravity value computed on the
 HU0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0152.degrees latitude (g = 980.6199 gals.).
 HU0152
 HU0152.The modeled gravity was interpolated from observed gravity values.
 HU0152
 HU0152;                    North         East    Units  Estimated Accuracy
 HU0152;SPC DE       -    57,340.      215,800.      MT  (+/- 180 meters Scaled)
 HU0152
 HU0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH794631(NAD 83)
 HU0152
 HU0152                          SUPERSEDED SURVEY CONTROL
 HU0152
 HU0152  NGVD 29 (11/26/84)   11.545  (m)           37.88   (f) ADJUSTED    2 0
 HU0152
 HU0152.Superseded values are not recommended for survey control.
 HU0152
 HU0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0152.See file dsdata.pdf to determine how the superseded data were derived.
 HU0152
 HU0152_MARKER: DB = BENCH MARK DISK
 HU0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0152_STAMPING: U 4 1935
 HU0152_MARK LOGO: CGS
 HU0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0152+STABILITY: SURFACE MOTION
 HU0152
 HU0152  HISTORY     - Date     Condition        Report By
 HU0152  HISTORY     - 1935     MONUMENTED       CGS
 HU0152  HISTORY     - 1962     MARK NOT FOUND   CGS
 HU0152  HISTORY     - 1981     GOOD             UDE
 HU0152  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU0152
 HU0152                          STATION DESCRIPTION
 HU0152
 HU0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0152'AT FRANKFORD.
 HU0152'AT FRANKFORD, SUSSEX COUNTY, ON THE PENNSYLVANIA RAILROAD, 55 FEET
 HU0152'SOUTH OF THE FREIGHT STATION, AT A ROAD CROSSING, 90 FEET NORTHEAST
 HU0152'OF THE CENTER OF THE CROSSING, 35 FEET NORTHWEST OF THE CENTERLINE
 HU0152'OF THE ROAD, 25 FEET EAST OF THE CENTERLINE OF THE TRACK, AND 2
 HU0152'FEET ABOVE THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED U 4 1935
 HU0152'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 HU0152'GROUND.  NOTE-- ALL MEASUREMENTS CAME OUT ABOUT THE SAME PLACE.
 HU0152
 HU0152                          STATION RECOVERY (1981)
 HU0152
 HU0152'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0152'RECOVERED IN GOOD CONDITION.
 HU0152
 HU0152                          STATION RECOVERY (2012)
 HU0152
 HU0152'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0152'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2194 ***********************************************************************
 JU2194  DESIGNATION -  U 41
 JU2194  PID         -  JU2194
 JU2194  STATE/COUNTY-  DE/NEW CASTLE
 JU2194  COUNTRY     -  US
 JU2194  USGS QUAD   -  SAINT GEORGES (2016)
 JU2194
 JU2194                         *CURRENT SURVEY CONTROL
 JU2194  ______________________________________________________________________
 JU2194* NAD 83(1986) POSITION- 39 36 02.     (N) 075 41 27.     (W)   SCALED
 JU2194* NAVD 88 ORTHO HEIGHT -    20.009 (meters)       65.65  (feet) ADJUSTED
 JU2194  ______________________________________________________________________
 JU2194  GEOID HEIGHT    -        -33.130 (meters)                     GEOID18
 JU2194  DYNAMIC HEIGHT  -         19.999 (meters)       65.61  (feet) COMP
 JU2194  MODELED GRAVITY -    980,154.0   (mgal)                       NAVD 88
 JU2194
 JU2194  VERT ORDER      -  FIRST     CLASS II
 JU2194
 JU2194.The horizontal coordinates were scaled from a map and have
 JU2194.an estimated accuracy of +/- 6 seconds.
 JU2194
 JU2194.The orthometric height was determined by differential leveling and
 JU2194.adjusted by the NATIONAL GEODETIC SURVEY
 JU2194.in June 1991.
 JU2194
 JU2194.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2194.GEOID18 height accuracy estimate available here.
 JU2194
 JU2194.Click photographs - Photos may exist for this station.
 JU2194
 JU2194.The dynamic height is computed by dividing the NAVD 88
 JU2194.geopotential number by the normal gravity value computed on the
 JU2194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2194.degrees latitude (g = 980.6199 gals.).
 JU2194
 JU2194.The modeled gravity was interpolated from observed gravity values.
 JU2194
 JU2194;                    North         East    Units  Estimated Accuracy
 JU2194;SPC DE       -   177,720.      176,450.      MT  (+/- 180 meters Scaled)
 JU2194
 JU2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ406836(NAD 83)
 JU2194
 JU2194                          SUPERSEDED SURVEY CONTROL
 JU2194
 JU2194.No superseded survey control is available for this station.
 JU2194
 JU2194_MARKER: I = METAL ROD
 JU2194_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 JU2194_STAMPING: U 41 1979
 JU2194_MARK LOGO: NGS
 JU2194_PROJECTION: FLUSH
 JU2194_MAGNETIC: I = MARKER IS A STEEL ROD
 JU2194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU2194_ROD/PIPE-DEPTH: 6.10 meters
 JU2194_SLEEVE-DEPTH  : 3.05 meters
 JU2194
 JU2194  HISTORY     - Date     Condition        Report By
 JU2194  HISTORY     - 1979     MONUMENTED       NGS
 JU2194  HISTORY     - 20151026 MARK NOT FOUND   JARICE
 JU2194
 JU2194                          STATION DESCRIPTION
 JU2194
 JU2194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2194'IN PORTER.
 JU2194'IN PORTER, AT THE JUNCTION OF PORTER ROAD AND PORTER STATION ROAD,
 JU2194'INSIDE THE FENCE OF PORTER INDUSTRIES INC. 105 FEET WEST OF THE WEST
 JU2194'RAIL OF THE MAIN TRACK OF THE PENN CENTRAL RAILROAD, CROSSING PORTER
 JU2194'STATION ROAD, 39 FEET WEST OF THE CENTER LINE OF PORTER ROAD, 39 FEET
 JU2194'NORTH OF THE CENTER OF THE PAVED ENTRANCE ROAD LEADING WEST INTO
 JU2194'PORTER INDUSTRIES, 24.6 FEET NORTHEAST OF THE NORTH GATE POST, 13.4
 JU2194'FEET SOUTH OF THE NORTHEAST CORNER OF THE CHAIN LINK FENCE, 3 FEET
 JU2194'WEST OF THE FENCE, THIS IS A BASIC NET A JUNCTION MARK.
 JU2194'THE MARK IS ABOVE LEVEL WITH ROAD.
 JU2194
 JU2194                          STATION RECOVERY (2015)
 JU2194
 JU2194'RECOVERY NOTE BY J A RICE INC 2015 (MRA)
 JU2194'THE ENTRANCE HAS BEEN RECONSTRUCTED, THE FENCE HAS BEEN MOVED OR
 JU2194'REPLACED.  MEASURED DISTANCES PLACE THE MARK IN THE PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DM8487 ***********************************************************************
 DM8487  DESIGNATION -  U 47
 DM8487  PID         -  DM8487
 DM8487  STATE/COUNTY-  DE/SUSSEX
 DM8487  COUNTRY     -  US
 DM8487  USGS QUAD   -  GEORGETOWN (2016)
 DM8487
 DM8487                         *CURRENT SURVEY CONTROL
 DM8487  ______________________________________________________________________
 DM8487* NAD 83(1986) POSITION- 38 43 45.2    (N) 075 24 56.4    (W)   HD_HELD2
 DM8487* NAVD 88 ORTHO HEIGHT -    12.989 (meters)       42.61  (feet) ADJUSTED
 DM8487  ______________________________________________________________________
 DM8487  GEOID HEIGHT    -        -35.572 (meters)                     GEOID18
 DM8487  DYNAMIC HEIGHT  -         12.981 (meters)       42.59  (feet) COMP
 DM8487  MODELED GRAVITY -    980,028.2   (mgal)                       NAVD 88
 DM8487
 DM8487  VERT ORDER      -  SECOND    CLASS I
 DM8487
 DM8487.The horizontal coordinates were established by autonomous hand held GPS
 DM8487.observations and have an estimated accuracy of +/- 10 meters.
 DM8487
 DM8487.The orthometric height was determined by differential leveling and
 DM8487.adjusted by the NATIONAL GEODETIC SURVEY
 DM8487.in July 2011.
 DM8487
 DM8487.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8487.GEOID18 height accuracy estimate available here.
 DM8487
 DM8487.Click photographs - Photos may exist for this station.
 DM8487
 DM8487.The dynamic height is computed by dividing the NAVD 88
 DM8487.geopotential number by the normal gravity value computed on the
 DM8487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8487.degrees latitude (g = 980.6199 gals.).
 DM8487
 DM8487.The modeled gravity was interpolated from observed gravity values.
 DM8487
 DM8487;                    North         East    Units  Estimated Accuracy
 DM8487;SPC DE       -    80,946.      200,087.      MT  (+/- 10 meters HH2 GPS)
 DM8487
 DM8487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6386986810(NAD 83)
 DM8487
 DM8487                          SUPERSEDED SURVEY CONTROL
 DM8487
 DM8487.No superseded survey control is available for this station.
 DM8487
 DM8487_MARKER: DD = SURVEY DISK
 DM8487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8487_STAMPING: U 47 2010
 DM8487_MARK LOGO: DEDT
 DM8487_PROJECTION: FLUSH
 DM8487_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8487+STABILITY: SURFACE MOTION
 DM8487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8487+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2010
 DM8487
 DM8487  HISTORY     - Date     Condition        Report By
 DM8487  HISTORY     - 20100506 MONUMENTED       DEDT
 DM8487
 DM8487                          STATION DESCRIPTION
 DM8487
 DM8487'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (BRC)
 DM8487'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST-SOUTHWEST OF MILTON,
 DM8487'5.4 MI (8.7 KM) SOUTH OF ELLENDALE AND 3.1 MI (5.0 KM) NORTH-NORTHWEST
 DM8487'OF GEORGETOWN.
 DM8487'
 DM8487'TO REACH FROM THE INTERSECTION OF US HIGHWAY 113 (DUPONT BLVD) AND US
 DM8487'HIGHWAY 9 (MARKET STREET) IN GEORGETOWN, PROCEED NORTH ALONG US
 DM8487'HIGHWAY 113 (DUPONT BLVD) 3.5 MI (5.6 KM) TO THE MARK ON THE RIGHT.
 DM8487'
 DM8487'THE MARK IS 642.8 FT (195.9 M) SOUTH OF A 24 INCH (61 CM) CORRUGATED
 DM8487'METAL ENTRANCE PIPE, 428.72 FT (130.7 M) NORTHWEST OF A 24 INCH (61
 DM8487'CM) REINFORCED CONCRETE ENTRANCE PIPE, 305.2 FT (93.0 M)
 DM8487'NORTH-NORTHEAST AND ACROSS THE HIGHWAY OF A UTILITY POLE (DEC 34321)
 DM8487'AND 14.5 FT (4.4 M) EAST-NORTHEAST OF THE EDGE OF THE PAVED SHOULDER
 DM8487'ON THE NORTHBOUND LANES.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0222 ***********************************************************************
 HU0222  DESIGNATION -  U 8
 HU0222  PID         -  HU0222
 HU0222  STATE/COUNTY-  DE/SUSSEX
 HU0222  COUNTRY     -  US
 HU0222  USGS QUAD   -  MILLSBORO (2016)
 HU0222
 HU0222                         *CURRENT SURVEY CONTROL
 HU0222  ______________________________________________________________________
 HU0222* NAD 83(1986) POSITION- 38 30 35.     (N) 075 21 31.     (W)   SCALED
 HU0222* NAVD 88 ORTHO HEIGHT -    12.241 (meters)       40.16  (feet) ADJUSTED
 HU0222  ______________________________________________________________________
 HU0222  GEOID HEIGHT    -        -35.778 (meters)                     GEOID18
 HU0222  DYNAMIC HEIGHT  -         12.234 (meters)       40.14  (feet) COMP
 HU0222  MODELED GRAVITY -    980,014.7   (mgal)                       NAVD 88
 HU0222
 HU0222  VERT ORDER      -  SECOND    CLASS 0
 HU0222
 HU0222.The horizontal coordinates were scaled from a map and have
 HU0222.an estimated accuracy of +/- 6 seconds.
 HU0222
 HU0222.The orthometric height was determined by differential leveling and
 HU0222.adjusted by the NATIONAL GEODETIC SURVEY
 HU0222.in June 1991.
 HU0222
 HU0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0222.GEOID18 height accuracy estimate available here.
 HU0222
 HU0222.Click photographs - Photos may exist for this station.
 HU0222
 HU0222.The dynamic height is computed by dividing the NAVD 88
 HU0222.geopotential number by the normal gravity value computed on the
 HU0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0222.degrees latitude (g = 980.6199 gals.).
 HU0222
 HU0222.The modeled gravity was interpolated from observed gravity values.
 HU0222
 HU0222;                    North         East    Units  Estimated Accuracy
 HU0222;SPC DE       -    56,580.      205,060.      MT  (+/- 180 meters Scaled)
 HU0222
 HU0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH687624(NAD 83)
 HU0222
 HU0222                          SUPERSEDED SURVEY CONTROL
 HU0222
 HU0222  NGVD 29 (11/26/84)   12.482  (m)           40.95   (f) ADJUSTED    2 0
 HU0222
 HU0222.Superseded values are not recommended for survey control.
 HU0222
 HU0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0222.See file dsdata.pdf to determine how the superseded data were derived.
 HU0222
 HU0222_MARKER: DB = BENCH MARK DISK
 HU0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0222_STAMPING: U 8 1942
 HU0222_MARK LOGO: CGS
 HU0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0222+STABILITY: SURFACE MOTION
 HU0222
 HU0222  HISTORY     - Date     Condition        Report By
 HU0222  HISTORY     - 1942     MONUMENTED       CGS
 HU0222  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HU0222  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0222
 HU0222                          STATION DESCRIPTION
 HU0222
 HU0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0222'2 MI N FROM GUMBORO.
 HU0222'THIS MARK IS ABOUT 2 MILES NORTH ALONG HIGHWAY 26 FROM THE SCHOOL
 HU0222'BUILDING AT GUMBORO, SUSSEX COUNTY, 0.3 MILE SOUTH OF THE CONCRETE
 HU0222'BRIDGE OVER THE POCOMOKE RIVER, OPPOSITE A DIRT ROAD RUNNING WEST
 HU0222'TO A FARM HOUSE, 3 FEET NORTH OF A WIRE FENCE ROW, 40 FEET
 HU0222'SOUTHEAST OF TELEPHONE POLE NUMBER 97, 38 FEET EAST OF THE CENTER
 HU0222'LINE OF THE HIGHWAY AND IS A STANDARD DISK SET IN THE TOP OF A
 HU0222'CONCRETE POST PROJECTING ABOUT 9 INCHES AND ABOUT 3 FEET WEST OF
 HU0222'A STANDARD MARKER POST.
 HU0222
 HU0222                          STATION RECOVERY (1987)
 HU0222
 HU0222'RECOVERY NOTE BY US POWER SQUADRON 1987 (DAP)
 HU0222'MARK NOT FOUND.
 HU0222
 HU0222                          STATION RECOVERY (2013)
 HU0222
 HU0222'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0222'INADEQUATE DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0966 ***********************************************************************
 HU0966  DESIGNATION -  U 9
 HU0966  PID         -  HU0966
 HU0966  STATE/COUNTY-  DE/SUSSEX
 HU0966  COUNTRY     -  US
 HU0966  USGS QUAD   -  SEAFORD WEST (2016)
 HU0966
 HU0966                         *CURRENT SURVEY CONTROL
 HU0966  ______________________________________________________________________
 HU0966* NAD 83(1986) POSITION- 38 38 14.     (N) 075 41 51.     (W)   SCALED
 HU0966* NAVD 88 ORTHO HEIGHT -    13.077 (meters)       42.90  (feet) ADJUSTED
 HU0966  ______________________________________________________________________
 HU0966  GEOID HEIGHT    -        -35.504 (meters)                     GEOID18
 HU0966  DYNAMIC HEIGHT  -         13.069 (meters)       42.88  (feet) COMP
 HU0966  MODELED GRAVITY -    980,016.7   (mgal)                       NAVD 88
 HU0966
 HU0966  VERT ORDER      -  SECOND    CLASS 0
 HU0966
 HU0966.The horizontal coordinates were scaled from a map and have
 HU0966.an estimated accuracy of +/- 6 seconds.
 HU0966
 HU0966.The orthometric height was determined by differential leveling and
 HU0966.adjusted by the NATIONAL GEODETIC SURVEY
 HU0966.in June 1991.
 HU0966
 HU0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0966.GEOID18 height accuracy estimate available here.
 HU0966
 HU0966.Click photographs - Photos may exist for this station.
 HU0966
 HU0966.The dynamic height is computed by dividing the NAVD 88
 HU0966.geopotential number by the normal gravity value computed on the
 HU0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0966.degrees latitude (g = 980.6199 gals.).
 HU0966
 HU0966.The modeled gravity was interpolated from observed gravity values.
 HU0966
 HU0966;                    North         East    Units  Estimated Accuracy
 HU0966;SPC DE       -    70,770.      175,550.      MT  (+/- 180 meters Scaled)
 HU0966
 HU0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH392767(NAD 83)
 HU0966
 HU0966                          SUPERSEDED SURVEY CONTROL
 HU0966
 HU0966  NGVD 29 (11/26/84)   13.321  (m)           43.70   (f) ADJUSTED    2 0
 HU0966
 HU0966.Superseded values are not recommended for survey control.
 HU0966
 HU0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0966.See file dsdata.pdf to determine how the superseded data were derived.
 HU0966
 HU0966_MARKER: DB = BENCH MARK DISK
 HU0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0966_STAMPING: U 9 1942
 HU0966_MARK LOGO: CGS
 HU0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0966+STABILITY: SURFACE MOTION
 HU0966
 HU0966  HISTORY     - Date     Condition        Report By
 HU0966  HISTORY     - 1942     MONUMENTED       CGS
 HU0966  HISTORY     - 1981     POOR             UDE
 HU0966  HISTORY     - 20130614 POOR             DELCOS
 HU0966  HISTORY     - 20221031 GOOD             USPSQD
 HU0966
 HU0966                          STATION DESCRIPTION
 HU0966
 HU0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0966'4.5 MI SW FROM SEAFORD.
 HU0966'4.5 MILES SOUTHWEST ALONG HIGHWAY 20 FROM THE CONCRETE BRIDGE
 HU0966'OVER THE RAILROAD AT SEAFORD, SUSSEX COUNTY, 33.3 FEET NORTH OF
 HU0966'THE CENTER LINE OF THE HIGHWAY, 2.2 FEET NORTHEAST OF POLE 184,
 HU0966'134.4 FEET WEST OF POLE NUMBER 183, ABOUT 1.0 FOOT LOWER THAN THE
 HU0966'HIGHWAY, 2.0 FEET FROM A STANDARD REFERENCE POST, A U.S.C. AND
 HU0966'G.S. DISK SET IN THE TOP OF A CONCRETE POST.
 HU0966
 HU0966                          STATION RECOVERY (1981)
 HU0966
 HU0966'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0966'MARK RECOVERED IN POOR CONDITION.
 HU0966
 HU0966                          STATION RECOVERY (2013)
 HU0966
 HU0966'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0966'MONUMENT FOUND, BUT THE DISC WAS MISSING OR DESTROYED.
 HU0966'
 HU0966'NEXT TO POLE NUMBER 210
 HU0966
 HU0966                          STATION RECOVERY (2022)
 HU0966
 HU0966'RECOVERY NOTE BY US POWER SQUADRON 2022 (DLT)
 HU0966'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3442 ***********************************************************************
 JU3442  DESIGNATION -  UNION
 JU3442  PID         -  JU3442
 JU3442  STATE/COUNTY-  DE/KENT
 JU3442  COUNTRY     -  US
 JU3442  USGS QUAD   -  WYOMING (2016)
 JU3442
 JU3442                         *CURRENT SURVEY CONTROL
 JU3442  ______________________________________________________________________
 JU3442* NAD 83(1991) POSITION- 39 00 44.81482(N) 075 30 37.46770(W)   ADJUSTED
 JU3442* NAVD 88 ORTHO HEIGHT -    14.    (meters)       46.    (feet) SCALED
 JU3442  ______________________________________________________________________
 JU3442  GEOID HEIGHT    -        -34.935 (meters)                     GEOID18
 JU3442  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 JU3442  HORZ ORDER      -  FIRST
 JU3442
 JU3442.The horizontal coordinates were established by classical geodetic methods
 JU3442.and adjusted by the National Geodetic Survey in January 1992.
 JU3442
 JU3442.The orthometric height was scaled from a topographic map.
 JU3442
 JU3442.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3442.GEOID18 height accuracy estimate available here.
 JU3442
 JU3442.Click photographs - Photos may exist for this station.
 JU3442
 JU3442.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3442
 JU3442. The following values were computed from the NAD 83(1991) position.
 JU3442
 JU3442;                    North         East     Units Scale Factor Converg.
 JU3442;SPC DE       -   112,391.569   191,881.015   MT  0.99999581   -0 03 32.4
 JU3442;SPC DE       -   368,738.01    629,529.63   sFT  0.99999581   -0 03 32.4
 JU3442;UTM  18      - 4,318,281.917   455,810.526   MT  0.99962404   -0 19 16.7
 JU3442
 JU3442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3442!SPC DE       -   1.00000332  x   0.99999581  =   0.99999913
 JU3442!UTM  18      -   1.00000332  x   0.99962404  =   0.99962736
 JU3442
 JU3442:                Primary Azimuth Mark                     Grid Az
 JU3442:SPC DE       -  KENT RESET                               261 58 00.9
 JU3442:UTM  18      -  KENT RESET                               262 13 45.2
 JU3442
 JU3442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5581018281(NAD 83)
 JU3442
 JU3442|---------------------------------------------------------------------|
 JU3442| PID    Reference Object                     Distance      Geod. Az  |
 JU3442|                                                           dddmmss.s |
 JU3442| AF7881 UNION RM 1                            3.476 METERS 08800     |
 JU3442| AF7883 UNION RM 4                            0.726 METERS 08845     |
 JU3442| AF7882 UNION RM 2                            4.726 METERS 23116     |
 JU3442| HU0853 KENT RESET                          APPROX.14.7 KM 2615428.5 |
 JU3442| AF7884 UNION RM 5                            0.960 METERS 28613     |
 JU3442| CB3156 UNION RM 3 AZIMUTH                                 30747     |
 JU3442| AF7890 UNION AZ MK 2                       416.793 METERS 3245520.5 |
 JU3442|---------------------------------------------------------------------|
 JU3442
 JU3442                          SUPERSEDED SURVEY CONTROL
 JU3442
 JU3442  NAD 83(1986)-  39 00 44.80575(N)    075 30 37.47606(W) AD(       ) 1
 JU3442  NAD 27      -  39 00 44.40000(N)    075 30 38.75400(W) AD(       ) 1
 JU3442
 JU3442.Superseded values are not recommended for survey control.
 JU3442
 JU3442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3442.See file dsdata.pdf to determine how the superseded data were derived.
 JU3442
 JU3442_MARKER: DS = TRIANGULATION STATION DISK
 JU3442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3442_STAMPING: UNION 1932
 JU3442_MARK LOGO: CGS
 JU3442_PROJECTION: PROJECTING 5 CENTIMETERS
 JU3442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3442+STABILITY: SURFACE MOTION
 JU3442
 JU3442  HISTORY     - Date     Condition        Report By
 JU3442  HISTORY     - 1932     MONUMENTED       CGS
 JU3442  HISTORY     - 1967     GOOD             CGS
 JU3442  HISTORY     - 1969     GOOD             CGS
 JU3442  HISTORY     - 1973     GOOD             NGS
 JU3442  HISTORY     - 19820615 GOOD             NGS
 JU3442  HISTORY     - 20210309 GOOD             USPSQD
 JU3442
 JU3442                          STATION DESCRIPTION
 JU3442
 JU3442'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 JU3442'AT UNION PUBLIC SCHOOL 2.55 MILES W OF FREDERICA, ON THE
 JU3442'N SIDE OF HIGHWAY FROM FREDERICA TO FELTON.  STATION IS LOCATED
 JU3442'IN BACK OF THE SCHOOL PLAYGROUND NEAR THE PROPERTY LINE OF STATE
 JU3442'AND MR. ROBERT CLARK, 13.5 FEET S OF THE WIRE FENCE MARKING THE
 JU3442'PROPERTY LINE, 115 FEET E OF THE NW CORNER OF SAME FENCE.
 JU3442'
 JU3442'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 JU3442'DISKS SET IN CONCRETE.
 JU3442'
 JU3442'REFERENCE MARK NO.1 IS 114.03 FEET E OF THE STATION AND 100 FEET
 JU3442'INSIDE OR S SIDE OF THE FENCE AT THE BACK OF THE SCHOOL LOT.
 JU3442'
 JU3442'REFERENCE MARK NO.2 IS 155.14 FEET WSW OF THE STATION AND 0.6
 JU3442'FOOT E OF THE FENCE ON THE W SIDE OF THE SCHOOL LOT.
 JU3442'
 JU3442'REFERENCE MARK NO.3 IS 0.6 MILE W OF THE STATION, 5 PACES N OF E
 JU3442'AND W CONCRETE HIGHWAY AND ABOUT 20 INCHES NNE OF TELEPHONE POLE
 JU3442'AND 6 FEET FROM NW DRAINAGE DITCH.
 JU3442'
 JU3442'HEIGHT OF SIGNAL ABOVE STATION MARK - 39 METERS.
 JU3442
 JU3442                          STATION RECOVERY (1967)
 JU3442
 JU3442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCB)
 JU3442'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 JU3442'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 3 (AZIMUTH
 JU3442'MARK) HAD BEEN DESTROYED BY HIGHWAY IMPROVEMENTS.  THE OBJECTS
 JU3442'LISTED IN THE DESCRIPTION ARE NO LONGER VISIBLE FROM THE
 JU3442'GROUND.  THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 JU3442'
 JU3442'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3442'2-1/2 MILES WEST OF FREDERICA.
 JU3442
 JU3442                          STATION RECOVERY (1969)
 JU3442
 JU3442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 JU3442'STATION MARK AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.  R.M. 1
 JU3442'WAS NOT FOUND DUE TO A NEARBY NEST OF YELLOW JACKETS.  IT IS
 JU3442'BELIEVED TO BE INTACT.  THE DISTANCE TO R.M. 2 WAS VERIFIED.  THE
 JU3442'ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING
 JU3442'ADDITIONS--R.M. 2 IS 117.0 FEET NORTHWEST OF THE NORTHWEST CORNER
 JU3442'OF ABANDONED SCHOOL BUILDING.  BOTH MARKS PROJECT 2 INCHES.
 JU3442'
 JU3442'THE AZIMUTH MARK WAS REPORTED LOST IN PRIOR RECOVERY NOTES.
 JU3442
 JU3442                          STATION RECOVERY (1973)
 JU3442
 JU3442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 JU3442'THE STATION MARK AND REFERENCE MARK TWO WERE RECOVERED AND FOUND
 JU3442'IN GOOD CONDITION.  REFERENCE MARK ONE WAS NOT FOUND.  IT IS
 JU3442'BELIEVED THAT REFERENCE MARK ONE IS STILL INTACT BUT IN HEAVY
 JU3442'BRUSH.  I LOOKED FOR IT AS LONG AS TIME WOULD PERMIT.  THE AZIMUTH
 JU3442'MARK WAS SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED DESTROYED BY
 JU3442'THE CONSTRUCTION OF A PIPE LINE.  TWO NEW REFERENCE MARKS WERE
 JU3442'ESTABLISHED AT THIS DATE.  THE OLD REFERENCE MARK IS VERY CLOSE
 JU3442'TO A CULTIVATED FIELD AND IS IN DANGER OF BEING DESTROYED IN THE
 JU3442'FUTURE.
 JU3442'
 JU3442'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU3442'
 JU3442'THE STATION IS LOCATED ABOUT 15 AIRLINE MILES SOUTH OF DOVER, 6
 JU3442'MILES EAST OF FELTON AND ABOUT 2 MILES WEST OF FREDERICA.  IT IS ON
 JU3442'THE NORTH SIDE OF A OLD SCHOOL AND ON STATE OWNED PROPERTY.
 JU3442'
 JU3442'TO REACH FROM THE FIRE STATION IN FREDERICA, GO WEST ON STATE
 JU3442'HIGHWAY 12 (FRONE STREET) FOR 2.1 MILES TO THE OLD SCHOOL HOUSE ON
 JU3442'THE RIGHT AND THE STATION.
 JU3442'
 JU3442'THE STATION MARK IS A STANDARD DISK STAMPED UNION 1932, SET IN
 JU3442'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 JU3442'INCHES.  IT IS 200 FEET NORTH OF THE NORTH EDGE OF THE OLD SCHOOL
 JU3442'HOUSE, 15 FEET SOUTH OF A WOODED FENCE LINE AND 1.5 FEET SOUTHWEST
 JU3442'OF A WITNESS POST.
 JU3442'
 JU3442'REFERENCE MARK TWO IS A STANDARD DISK STAMPED UNION NO 2 1932,
 JU3442'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 JU3442'FLUSH WITH THE SURFACE.  IT IS IN THE NORTH-SOUTH FENCE LINE AT
 JU3442'THE WEST BOUNDRY LINE OF THE SCHOOL GROUNDS.  IT IS 155 FEET
 JU3442'SOUTHWEST OF THE WITNESS POST, 100 FEET SOUTH OF THE NORTHWEST
 JU3442'CORNER OF THE WOODED FENCE LINE AND FEET NORTHWEST OF THE NORTH
 JU3442'SIDE OF THE OLD SCHOOL HOUSE.
 JU3442'
 JU3442'REFERENCE MARK 4 IS A STANDARD DISK STAMPED UNION 1932 NO 4
 JU3442'1973, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH IS
 JU3442'FLUSH WITH THE SURFACE.  IT IS 205 FEET NORTH OF THE NORTH SIDE OF
 JU3442'THE OLD SCHOOL HOUSE, 22.7 FEET EAST OF THE WITNESS POST AND 10
 JU3442'FEET SOUTH OF THE WOODED FENCE LINE.
 JU3442'
 JU3442'REFERENCE MARK FIVE IS A STANDARD DISK STAMPED UNION 1932 NO 5
 JU3442'1973, SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH
 JU3442'IS FLUSH WITH THE SURFACE.  IT IS 205 FEET NORTH OF THE NORTH
 JU3442'SIDE OF THE OLD SCHOOL HOUSE, 32.5 FEET WEST OF THE WITNESS POST
 JU3442'AND 10 FEET SOUTH OF THE WOODED FENCE LINE.
 JU3442'
 JU3442'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3442'2 MILES WEST OF FREDERICA.
 JU3442
 JU3442                          STATION RECOVERY (1982)
 JU3442
 JU3442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 JU3442'THE STATION MARK, REFERENCE MARKS FOUR AND FIVE WERE RECOVERED AND
 JU3442'FOUND IN GOOD CONDITION.  REFERENCE MARK ONE WAS FOUND IN FAIR
 JU3442'CONDITION AFTER A VERY EXTENSIVE SEARCH.  IT WAS COVERED WITH GARBAGE
 JU3442'AND DIRT.  REFERENCE MARK TWO WAS ALSO FOUND IN FAIR CONDITION BUT A
 JU3442'CHAIN LINK FENCE HAS BEEN BUILT DIRECTLY OVER THE CENTER OF THE DISK.
 JU3442'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  A NEW AZIMUTH MARK
 JU3442'NUMBER TWO WAS ESTABLISHED.  A SHORTER DISTANCE OF 0.02 FT (0.61 CM)
 JU3442'OR 0.006 METERS (0.020 FT) WAS NOTED TO REFERENCE MARK TWO.  A LONGER
 JU3442'DISTANCE OF 0.02 FT (0.61 CM) OR 0.005 METER (0.016 FT) WAS NOTED TO
 JU3442'REFERENCE MARK FOUR.  A LONGER DISTANCE OF 0.01 FT (0.30 CM) OR 0.004
 JU3442'METER (0.013 FT) WAS NOTED TO REFERENCE MARK FIVE.  THE ANGLES TO ALL
 JU3442'OF THE MARKS WERE WITHIN CLOSE AGREEMENT WITH THE MOST RECENT
 JU3442'INFORMATION AVAILABLE.  THE OLD SCHOOL IS NOW OWNED BY THE UNITED
 JU3442'CEREBAL PALSEY AND IT HAS BEEN REBUILT INTO A CHILDRENS CAMP.  THERE
 JU3442'ARE NOW NUMEROUS CAMPING FACILITIES AND PLAY GROUND EQUIPMENT IN THE
 JU3442'AREA OF THE STATION.  THE STATION IS LOCATED ABOUT 12.9 KM (8.00 MI)
 JU3442'NORTH-NORTHWEST OF MILFORD, 4.0 KM (2.50 MI) EAST OF FELTON AND 4.0 KM
 JU3442'(2.50 MI) WEST OF FREDERICA. OWNERSHIP--UNITED CEBERAL PALSEY, CAMP
 JU3442'LENAPA.  TO REACH THE STATION FROM THE FIRE STATION IN FREDERICA WHICH
 JU3442'IS ABOUT 50 METERS (164.0 FT) NORTH FROM THE POST OFFICE AND AT THE
 JU3442'INTERSECTION OF BUSINESS ROUTE U.S HIGHWAY 113 AND STATE HIGHWAY 12,
 JU3442'GO WEST ON STATE HIGHWAY 12 FOR 4.2 KM (2.60 MI) TO THE STATION ON THE
 JU3442'RIGHT, BEHIND THE CAMP LENAPA OFFICE BUILDING.  THE STATION IS A
 JU3442'STANDARD CGS DISK STAMPED,---UNION 1932---.  SET INTO THE TOP OF A
 JU3442'SQUARE CONCRETE MONUMENT, 12 INCHES, 30 CM IN DIAMETER/ON SIDE,
 JU3442'PROJECTION 2 INCHES 5 CM ABOVE/BELOW THE GROUND.  THE STATION IS
 JU3442'LOCATED 92.2 METERS (302.5 FT) NORTH FROM THE CENTER OF STATE HIGHWAY
 JU3442'12, 61.4 METERS (201.4 FT) NORTH FROM THE NORTHEAST CORNER OF THE
 JU3442'BUILDING, 19.8 METERS (65.0 FT) NORTHWEST FROM THE WEST CORNER OF A
 JU3442'PAVILION NAMED DELAWARE, 17.4 METERS (57.1 FT) NORTH FROM THE
 JU3442'NORTHEAST CORNER OF A PAVILION NAMED MARMOT AND 0.3 METERS (1.0 FT)
 JU3442'WEST FROM A WITNESS POST.
 JU3442
 JU3442                          STATION RECOVERY (2021)
 JU3442
 JU3442'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 JU3442'NO WITNESS POST.  PAVILIONS ARE NOW UNNAMED, BUT MARMOT IS THE NORTH
 JU3442'PAVILION AND DELAWARE IS SOUTH OF IT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 AF7890 ***********************************************************************
 AF7890  DESIGNATION -  UNION AZ MK 2
 AF7890  PID         -  AF7890
 AF7890  STATE/COUNTY-  DE/KENT
 AF7890  COUNTRY     -  US
 AF7890  USGS QUAD   -  WYOMING (2016)
 AF7890
 AF7890                         *CURRENT SURVEY CONTROL
 AF7890  ______________________________________________________________________
 AF7890* NAD 83(1991) POSITION- 39 00 55.87560(N) 075 30 47.42401(W)   ADJUSTED
 AF7890* NAVD 88 ORTHO HEIGHT -    13.    (meters)       43.    (feet) SCALED
 AF7890  ______________________________________________________________________
 AF7890  GEOID HEIGHT    -        -34.921 (meters)                     GEOID18
 AF7890  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC18
 AF7890  HORZ ORDER      -  THIRD
 AF7890
 AF7890.The horizontal coordinates were established by classical geodetic methods
 AF7890.and adjusted by the National Geodetic Survey in March 1999.
 AF7890
 AF7890.The orthometric height was scaled from a topographic map.
 AF7890
 AF7890.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7890.GEOID18 height accuracy estimate available here.
 AF7890
 AF7890.Click photographs - Photos may exist for this station.
 AF7890
 AF7890.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF7890
 AF7890. The following values were computed from the NAD 83(1991) position.
 AF7890
 AF7890;                    North         East     Units Scale Factor Converg.
 AF7890;SPC DE       -   112,732.907   191,641.842   MT  0.99999586   -0 03 38.7
 AF7890;SPC DE       -   369,857.88    628,744.94   sFT  0.99999586   -0 03 38.7
 AF7890;UTM  18      - 4,318,624.219   455,573.006   MT  0.99962430   -0 19 23.0
 AF7890
 AF7890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7890!SPC DE       -   1.00000348  x   0.99999586  =   0.99999934
 AF7890!UTM  18      -   1.00000348  x   0.99962430  =   0.99962778
 AF7890
 AF7890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5557318624(NAD 83)
 AF7890
 AF7890                          SUPERSEDED SURVEY CONTROL
 AF7890
 AF7890.No superseded survey control is available for this station.
 AF7890
 AF7890_MARKER: DZ = AZIMUTH MARK DISK
 AF7890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7890_STAMPING: UNION 1932 NO 2 1982
 AF7890_MARK LOGO: NGS
 AF7890_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF7890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7890+STABILITY: SURFACE MOTION
 AF7890_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF7890+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2011
 AF7890
 AF7890  HISTORY     - Date     Condition        Report By
 AF7890  HISTORY     - 1982     MONUMENTED       NGS
 AF7890  HISTORY     - 20100130 GOOD             BECMOR
 AF7890  HISTORY     - 20111017 GOOD             DELCOS
 AF7890
 AF7890                          STATION DESCRIPTION
 AF7890
 AF7890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 AF7890'THE STATION IS LOCATED 13.3 KM (8.25 MI) NORTH-NORTHWEST FROM MILFORD.
 AF7890'3.6 KM (2.25 MI) EAST FROM FELTON AND 4.4 KM (2.75 MI) WEST FROM
 AF7890'FREDERICA.  OWNERSHIP--ROAD RIGHT OF WAY.  TO REACH FROM THE
 AF7890'INTERSECTION OF BUSINESS ROUTE HIGHWAY 113 AND STATE HIGHWAY 12 AT THE
 AF7890'FIRE STATION IN FREDERICA, GO WEST ON STATE HIGHWAY 12 FOR 4.5 KM
 AF7890'(2.80 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON COUNTY
 AF7890'ROAD 383 FOR 0.5 KM (0.30 MI) TO THE STATION SITE.  THE STATION MARK
 AF7890'IS A STANDARD NGS AZIMUTH MARK DISK STAMPED--UNION 1932 NO 2 1982, SET
 AF7890'IN THE TOP OF A (12-INCH) 30 CM ROUND CONCRETE POST WHICH IS FLUSHED
 AF7890'WITH THE SURFACE OF TEH GROUND.  IT IS SOUTH FROM THE SOUTHEAST CORNER
 AF7890'OF A MOBILE HOME, 7.0 METERS (23.0 FT) NORTHWEST FROM THE CENTER OF
 AF7890'THE ROAD, 1.7 METERS (5.6 FT) NORTHEAST FROM A 3-INCH CEDAR TREE AND
 AF7890'0.9 METERS (3.0 FT) EAST FROM A POWER POLE. AZIMUTH MARK NO 2, IS A
 AF7890'STANDARD NGS DISK STAMPED, UNION 1932 NO 2 1982.  SET INTO THE TOP OF
 AF7890'A ROUND CONCRETE MONUMENT, 12 INCHES, 30 CM IN DIAMETER/ON SIDE, FLUSH
 AF7890'WITH THE GROUND.  THE STATION IS LOCATED 15.5 METERS (50.9 FT) SOUTH
 AF7890'FROM THE SOUTHEAST CORNER OF A MOBILE HOME, 7.0 METERS (23.0 FT)
 AF7890'NORTHWEST FROM THE CENTER OF COUNTY ROAD 383, 1.7 METERS (5.6 FT)
 AF7890'NORTHEAST FROM A 3-INCH CEDAR TREE AND 0.9 METERS (3.0 FT) EAST FROM A
 AF7890'POWERLINE POLE NUMBERED 49457 16795. TO REACH THE AZIMUTH MARK FROM
 AF7890'THE STATION, GO WEST ON STATE HIGHWAY 12 FOR 0.3 KM (0.20 MI) TO A
 AF7890'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ON COUNTY ROAD 383 FOR
 AF7890'0.5 KM (0.30 MI) TO THE MARK ON THE LEFT.
 AF7890
 AF7890                          STATION RECOVERY (2010)
 AF7890
 AF7890'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 AF7890'RECOVERED IN GOOD CONDITION.
 AF7890
 AF7890                          STATION RECOVERY (2011)
 AF7890
 AF7890'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 AF7890'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DK4426 ***********************************************************************
 DK4426  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4426  CORS        -  This is a GPS Continuously Operating Reference Station.
 DK4426  DESIGNATION -  UNIV OF DELAWARE CORS ARP
 DK4426  CORS_ID     -  DENE
 DK4426  PID         -  DK4426
 DK4426  STATE/COUNTY-  DE/NEW CASTLE
 DK4426  COUNTRY     -  US
 DK4426  USGS QUAD   -  NEWARK EAST (2016)
 DK4426
 DK4426                         *CURRENT SURVEY CONTROL
 DK4426  ______________________________________________________________________
 DK4426* NAD 83(2011) POSITION- 39 40 36.24953(N) 075 44 34.82891(W)   ADJUSTED
 DK4426* NAD 83(2011) ELLIP HT-     6.552 (meters)        (04/??/25)   ADJUSTED
 DK4426* NAD 83(2011) EPOCH   -  2010.00
 DK4426* NAVD 88 ORTHO HEIGHT -    39.54  (meters)      129.7   (feet) GPS OBS
 DK4426  ______________________________________________________________________
 DK4426  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DK4426  GEOID HEIGHT    -        -32.993 (meters)                     GEOID12B
 DK4426  GEOID HEIGHT    -        -33.002 (meters)                     GEOID18
 DK4426  NAD 83(2011) X  -  1,210,598.682 (meters)                     COMP
 DK4426  NAD 83(2011) Y  - -4,764,306.705 (meters)                     COMP
 DK4426  NAD 83(2011) Z  -  4,050,429.569 (meters)                     COMP
 DK4426
 DK4426  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4426  Standards:
 DK4426         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4426            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4426  -------------------------------------------------------------------
 DK4426  NETWORK    0.14   0.14           0.05   0.06   0.07      0.00165500
 DK4426  -------------------------------------------------------------------
 DK4426
 DK4426.The coordinates were established by GPS observations
 DK4426.and adjusted by the National Geodetic Survey in April 2025.
 DK4426
 DK4426.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4426.been affixed to the stable North American Tectonic Plate. 
 DK4426
 DK4426.The coordinates are valid at the epoch date displayed above
 DK4426.which is a decimal equivalence of Year/Month/Day.
 DK4426
 DK4426.NGS completed the third reprocessing of daily RINEX data from 1996 to 2022
 DK4426.for all stations in the NOAA CORS Network (NCN).  The reprocessed solution,
 DK4426.known as the Multi-Year CORS Solution 3 (MYCS3), is aligned with the
 DK4426.ITFR2020 global frame, epoch 2020.00.  The resulting MYCS3 coordinates
 DK4426.were then transformed to NAD83(2011/MA11/PA11), maintaining the currently
 DK4426.published epoch of 2010.00.
 DK4426
 DK4426.Additional information on MYCS is available at:
 DK4426.https://geodesy.noaa.gov/CORS/index.shtml
 DK4426
 DK4426.The orthometric height was determined by GPS observations and a
 DK4426.high-resolution geoid model using precise GPS observation and
 DK4426.processing techniques.
 DK4426
 DK4426.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4426.GEOID18 height accuracy estimate available here.
 DK4426
 DK4426.The PID for the CORS L1 Phase Center is DP6318.
 DK4426
 DK4426.Click photographs - Photos may exist for this station.
 DK4426
 DK4426.The XYZ, and position/ellipsoidal ht. are equivalent.
 DK4426
 DK4426.The ellipsoidal height was determined by GPS observations
 DK4426.and is referenced to NAD 83.
 DK4426
 DK4426. The following values were computed from the NAD 83(2011) position.
 DK4426
 DK4426;                    North         East     Units Scale Factor Converg.
 DK4426;SPC DE       -   186,188.490   172,001.599   MT  1.00000465   -0 12 30.1
 DK4426;SPC DE       -   610,853.40    564,308.58   sFT  1.00000465   -0 12 30.1
 DK4426;UTM  18      - 4,392,142.874   436,278.664   MT  0.99964999   -0 28 27.8
 DK4426
 DK4426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4426!SPC DE       -   0.99999897  x   1.00000465  =   1.00000362
 DK4426!UTM  18      -   0.99999897  x   0.99964999  =   0.99964896
 DK4426
 DK4426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3627892142(NAD 83)
 DK4426
 DK4426                          SUPERSEDED SURVEY CONTROL
 DK4426
 DK4426  NAD 83(2011)-  39 40 36.24965(N)    075 44 34.82896(W) AD(2010.00) c
 DK4426  ELLIP H (06/??/19)    6.545  (m)                       GP(2010.00) c c
 DK4426  NAD 83(2011)-  39 40 36.24960(N)    075 44 34.82881(W) AD(2010.00) c
 DK4426  ELLIP H (08/??/11)    6.546  (m)                       GP(2010.00) c c
 DK4426  NAD 83(CORS)-  39 40 36.24991(N)    075 44 34.82919(W) AD(2002.00) c
 DK4426  ELLIP H (06/??/08)    6.562  (m)                       GP(2002.00) c c
 DK4426
 DK4426.Superseded values are not recommended for survey control.
 DK4426
 DK4426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4426.See file dsdata.pdf to determine how the superseded data were derived.
 DK4426
 DK4426_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DK4426
 DK4426                          STATION DESCRIPTION
 DK4426
 DK4426'DESCRIBED BY NATIONAL GEODETIC SURVEY 2025
 DK4426'THIS STATION IS PART OF THE NOAA CORS NETWORK (NCN).  LATEST INFORMATION
 DK4426'INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE
 DK4426'AND LOG FILES ACCESSIBLE AT:
 DK4426'https://geodesy.noaa.gov/CORS/index.shtml
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1346 ***********************************************************************
 JU1346  DESIGNATION -  V 1
 JU1346  PID         -  JU1346
 JU1346  STATE/COUNTY-  DE/KENT
 JU1346  COUNTRY     -  US
 JU1346  USGS QUAD   -  SMYRNA (2016)
 JU1346
 JU1346                         *CURRENT SURVEY CONTROL
 JU1346  ______________________________________________________________________
 JU1346* NAD 83(1986) POSITION- 39 18 02.3    (N) 075 36 23.6    (W)   HD_HELD2
 JU1346* NAVD 88 ORTHO HEIGHT -    10.525 (meters)       34.53  (feet) ADJUSTED
 JU1346  ______________________________________________________________________
 JU1346  GEOID HEIGHT    -        -33.858 (meters)                     GEOID18
 JU1346  DYNAMIC HEIGHT  -         10.520 (meters)       34.51  (feet) COMP
 JU1346  MODELED GRAVITY -    980,109.2   (mgal)                       NAVD 88
 JU1346
 JU1346  VERT ORDER      -  FIRST     CLASS I
 JU1346
 JU1346.The horizontal coordinates were established by autonomous hand held GPS
 JU1346.observations and have an estimated accuracy of +/- 10 meters.
 JU1346
 JU1346.The orthometric height was determined by differential leveling and
 JU1346.adjusted by the NATIONAL GEODETIC SURVEY
 JU1346.in June 1991.
 JU1346
 JU1346.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1346.GEOID18 height accuracy estimate available here.
 JU1346
 JU1346.Click photographs - Photos may exist for this station.
 JU1346
 JU1346.The dynamic height is computed by dividing the NAVD 88
 JU1346.geopotential number by the normal gravity value computed on the
 JU1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1346.degrees latitude (g = 980.6199 gals.).
 JU1346
 JU1346.The modeled gravity was interpolated from observed gravity values.
 JU1346
 JU1346;                    North         East    Units  Estimated Accuracy
 JU1346;SPC DE       -   144,399.      183,621.      MT  (+/- 10 meters HH2 GPS)
 JU1346
 JU1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4770050315(NAD 83)
 JU1346
 JU1346                          SUPERSEDED SURVEY CONTROL
 JU1346
 JU1346  NGVD 29 (11/26/84)   10.766  (m)           35.32   (f) ADJUSTED    1 1
 JU1346
 JU1346.Superseded values are not recommended for survey control.
 JU1346
 JU1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1346.See file dsdata.pdf to determine how the superseded data were derived.
 JU1346
 JU1346_MARKER: DB = BENCH MARK DISK
 JU1346_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU1346_SP_SET: STEP
 JU1346_STAMPING: 35.781 V 1 1931
 JU1346_MARK LOGO: CGS
 JU1346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1346+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2012
 JU1346
 JU1346  HISTORY     - Date     Condition        Report By
 JU1346  HISTORY     - 1931     MONUMENTED       CGS
 JU1346  HISTORY     - 1963     GOOD             CGS
 JU1346  HISTORY     - 1981     GOOD             UDE
 JU1346  HISTORY     - 19971220 GOOD             USPSQD
 JU1346  HISTORY     - 20020615 GOOD             USPSQD
 JU1346  HISTORY     - 20100124 POOR             BECMOR
 JU1346  HISTORY     - 20110604 GOOD             GEOCAC
 JU1346  HISTORY     - 20111017 GOOD             DELCOS
 JU1346  HISTORY     - 20121010 GOOD             USFWS
 JU1346
 JU1346                          STATION DESCRIPTION
 JU1346
 JU1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1346'AT SMYRNA.
 JU1346'AT SMYRNA, AT THE INTERSECTION OF STATE HIGHWAY 6 AND MAIN
 JU1346'STREET, 120 FEET WEST-SOUTHWEST OF CENTER OF THE INTERSECTION, AT
 JU1346'THE FARMERS BANK OF THE STATE OF DELAWARE, SET ON TOP OF THE
 JU1346'NORTHWEST CORNER AT THE WEST END OF THE STEP AT THE ENTRANCE TO
 JU1346'THE BUILDING, 30 FEET SOUTH OF CENTERLINE OF HIGHWAY, 1 FOOT ABOVE
 JU1346'LEVEL OF HIGHWAY, AND ABOUT 1/2 FOOT ABOVE LEVEL OF SIDEWALK.
 JU1346
 JU1346                          STATION RECOVERY (1981)
 JU1346
 JU1346'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1346'RECOVERED IN GOOD CONDITION.
 JU1346
 JU1346                          STATION RECOVERY (1997)
 JU1346
 JU1346'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU1346'RECOVERED IN GOOD CONDITION.
 JU1346
 JU1346                          STATION RECOVERY (2002)
 JU1346
 JU1346'RECOVERY NOTE BY US POWER SQUADRON 2002 (MB)
 JU1346'RECOVERED IN GOOD CONDITION.
 JU1346
 JU1346                          STATION RECOVERY (2010)
 JU1346
 JU1346'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1346'MARK RECOVERED IN POOR CONDITION.
 JU1346
 JU1346                          STATION RECOVERY (2011)
 JU1346
 JU1346'RECOVERY NOTE BY GEOCACHING 2011 (MFM)
 JU1346'RECOVERED AS DESCRIBED.
 JU1346
 JU1346                          STATION RECOVERY (2011)
 JU1346
 JU1346'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 JU1346'NO LONGER TH FARMERS BANK OF THE STATE OF DELAWARE, IT IS NOW CITIZENS
 JU1346'BANK
 JU1346
 JU1346                          STATION RECOVERY (2012)
 JU1346
 JU1346'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2012 (MJH)
 JU1346'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0057 ***********************************************************************
 HU0057  DESIGNATION -  V 2
 HU0057  PID         -  HU0057
 HU0057  STATE/COUNTY-  DE/SUSSEX
 HU0057  COUNTRY     -  US
 HU0057  USGS QUAD   -  ELLENDALE (2016)
 HU0057
 HU0057                         *CURRENT SURVEY CONTROL
 HU0057  ______________________________________________________________________
 HU0057* NAD 83(1986) POSITION- 38 49 57.     (N) 075 25 25.     (W)   SCALED
 HU0057* NAVD 88 ORTHO HEIGHT -    14.427 (meters)       47.33  (feet) ADJUSTED
 HU0057  ______________________________________________________________________
 HU0057  GEOID HEIGHT    -        -35.433 (meters)                     GEOID18
 HU0057  DYNAMIC HEIGHT  -         14.418 (meters)       47.30  (feet) COMP
 HU0057  MODELED GRAVITY -    980,035.5   (mgal)                       NAVD 88
 HU0057
 HU0057  VERT ORDER      -  FIRST     CLASS I
 HU0057
 HU0057.The horizontal coordinates were scaled from a map and have
 HU0057.an estimated accuracy of +/- 6 seconds.
 HU0057
 HU0057.The orthometric height was determined by differential leveling and
 HU0057.adjusted by the NATIONAL GEODETIC SURVEY
 HU0057.in June 1991.
 HU0057
 HU0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0057.GEOID18 height accuracy estimate available here.
 HU0057
 HU0057.Click photographs - Photos may exist for this station.
 HU0057
 HU0057.The dynamic height is computed by dividing the NAVD 88
 HU0057.geopotential number by the normal gravity value computed on the
 HU0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0057.degrees latitude (g = 980.6199 gals.).
 HU0057
 HU0057.The modeled gravity was interpolated from observed gravity values.
 HU0057
 HU0057;                    North         East    Units  Estimated Accuracy
 HU0057;SPC DE       -    92,410.      199,400.      MT  (+/- 180 meters Scaled)
 HU0057
 HU0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH632982(NAD 83)
 HU0057
 HU0057                          SUPERSEDED SURVEY CONTROL
 HU0057
 HU0057  NGVD 29 (11/26/84)   14.669  (m)           48.13   (f) ADJUSTED    1 1
 HU0057
 HU0057.Superseded values are not recommended for survey control.
 HU0057
 HU0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0057.See file dsdata.pdf to determine how the superseded data were derived.
 HU0057
 HU0057_MARKER: DB = BENCH MARK DISK
 HU0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0057_STAMPING: 48.648 V 2 1931
 HU0057_MARK LOGO: CGS
 HU0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0057+STABILITY: SURFACE MOTION
 HU0057
 HU0057  HISTORY     - Date     Condition        Report By
 HU0057  HISTORY     - 1931     MONUMENTED       CGS
 HU0057  HISTORY     - 1963     GOOD             CGS
 HU0057  HISTORY     - 1981     GOOD             UDE
 HU0057  HISTORY     - 19970223 MARK NOT FOUND   USPSQD
 HU0057  HISTORY     - 19980223 MARK NOT FOUND   USPSQD
 HU0057  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU0057
 HU0057                          STATION DESCRIPTION
 HU0057
 HU0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0057'1.7 MI N FROM ELLENDALE.
 HU0057'ABOUT 1.7 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HU0057'CROSSING OF STATE HIGHWAY 16 AT ELLENDALE, ABOUT 41 RAILS NORTH
 HU0057'OF MILEPOST 14, AT A BLACK TOP ROAD CROSSING LEADING EAST AND
 HU0057'WEST, 98 FEET SOUTHWEST OF CENTER OF THE CROSSING, 94 FEET NORTH
 HU0057'OF A TELEPHONE POLE, 63 FEET SOUTH OF CENTERLINE OF THE ROAD,
 HU0057'55 1/2 FEET SOUTHWEST OF A RAILROAD CROSSING WARNING SIGN POST,
 HU0057'25 FEET WEST OF THE WEST RAIL, 1.5 FEET NORTH OF A STEEL WITNESS
 HU0057'POST, 4 FEET BELOW LEVEL OF TRACK, AND SET IN THE TOP OF A
 HU0057'CONCRETE POST PROJECTING 3 INCHES.
 HU0057
 HU0057                          STATION RECOVERY (1981)
 HU0057
 HU0057'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0057'RECOVERED IN GOOD CONDITION.
 HU0057
 HU0057                          STATION RECOVERY (1997)
 HU0057
 HU0057'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU0057'MARK NOT FOUND.
 HU0057
 HU0057                          STATION RECOVERY (1998)
 HU0057
 HU0057'RECOVERY NOTE BY US POWER SQUADRON 1998
 HU0057'MARK NOT FOUND.
 HU0057
 HU0057                          STATION RECOVERY (2012)
 HU0057
 HU0057'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0057'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1369 ***********************************************************************
 JU1369  DESIGNATION -  V 21
 JU1369  PID         -  JU1369
 JU1369  STATE/COUNTY-  DE/NEW CASTLE
 JU1369  COUNTRY     -  US
 JU1369  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU1369
 JU1369                         *CURRENT SURVEY CONTROL
 JU1369  ______________________________________________________________________
 JU1369* NAD 83(1986) POSITION- 39 45 02.     (N) 075 30 07.     (W)   SCALED
 JU1369* NAVD 88 ORTHO HEIGHT -     6.413 (meters)       21.04  (feet) ADJUSTED
 JU1369  ______________________________________________________________________
 JU1369  GEOID HEIGHT    -        -32.963 (meters)                     GEOID18
 JU1369  DYNAMIC HEIGHT  -          6.410 (meters)       21.03  (feet) COMP
 JU1369  MODELED GRAVITY -    980,174.6   (mgal)                       NAVD 88
 JU1369
 JU1369  VERT ORDER      -  FIRST     CLASS II
 JU1369
 JU1369.The horizontal coordinates were scaled from a map and have
 JU1369.an estimated accuracy of +/- 6 seconds.
 JU1369
 JU1369.The orthometric height was determined by differential leveling and
 JU1369.adjusted by the NATIONAL GEODETIC SURVEY
 JU1369.in June 1991.
 JU1369
 JU1369.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1369.GEOID18 height accuracy estimate available here.
 JU1369
 JU1369.Click photographs - Photos may exist for this station.
 JU1369
 JU1369.The dynamic height is computed by dividing the NAVD 88
 JU1369.geopotential number by the normal gravity value computed on the
 JU1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1369.degrees latitude (g = 980.6199 gals.).
 JU1369
 JU1369.The modeled gravity was interpolated from observed gravity values.
 JU1369
 JU1369;                    North         East    Units  Estimated Accuracy
 JU1369;SPC DE       -   194,340.      192,690.      MT  (+/- 180 meters Scaled)
 JU1369
 JU1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK569001(NAD 83)
 JU1369
 JU1369                          SUPERSEDED SURVEY CONTROL
 JU1369
 JU1369  NGVD 29 (01/10/92)    6.680  (m)           21.92   (f) ADJUSTED    1 2
 JU1369  NGVD 29 (??/??/87)    6.671  (m)           21.89   (f) SUPERSEDED  1 2
 JU1369
 JU1369.Superseded values are not recommended for survey control.
 JU1369
 JU1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1369.See file dsdata.pdf to determine how the superseded data were derived.
 JU1369
 JU1369_MARKER: DB = BENCH MARK DISK
 JU1369_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU1369_SP_SET: CULVERT HEADWALL
 JU1369_STAMPING: V 21 1959
 JU1369_MARK LOGO: CGS
 JU1369_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1369+STABILITY: SURFACE MOTION
 JU1369
 JU1369  HISTORY     - Date     Condition        Report By
 JU1369  HISTORY     - 1959     MONUMENTED       CGS
 JU1369  HISTORY     - 1965     GOOD             CGS
 JU1369  HISTORY     - 1979     GOOD             NGS
 JU1369  HISTORY     - 1980     GOOD             LOCSUR
 JU1369  HISTORY     - 19881114 MARK NOT FOUND   LOCENG
 JU1369
 JU1369                          STATION DESCRIPTION
 JU1369
 JU1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU1369'0.2 MI SE FROM WILMINGTON.
 JU1369'0.15 MILE SOUTHEAST ALONG EDGEMOOR ROAD FROM ITS OVERPASS OVER
 JU1369'U.S. HIGHWAY 13 A (GOVERNOR PRINTZ BLVD.), 31 FEET NORTHEAST
 JU1369'OF CENTERLINE OF EDGEMOOR ROAD, 38 FEET SOUTHEAST OF CENTERLINE
 JU1369'OF A ROAD LEADING NORTHWEST TO RAILROAD TRACKS, 96 FEET NORTH
 JU1369'OF CENTER OF JUNCTION OF ROAD SOUTHWEST TO POWER PLANT AND SEWAGE
 JU1369'DISPOSAL PLANT, 101 FEET NORTHEAST OF CENTERLINE OF A ROAD
 JU1369'LEADING NORTHEAST TO ARTIC ROOFING CO. AND THE U.S. ENGINEERS
 JU1369'SUB-OFFICE - EDGEMOOR, 29.6 FEET WEST-SOUTHWEST OF NORTHWEST
 JU1369'CORNER OF CONCRETE BLOCK BUILDING, IN THE TOP AND 2 FEET SOUTH
 JU1369'OF CORNER OF A RIGHT ANGLE SHAPED CONCRETE HEAD WALL OF A 24-INCH
 JU1369'PIPE CULVERT AND ABOUT LEVEL WITH EDGEMOOR ROAD.
 JU1369
 JU1369                          STATION RECOVERY (1979)
 JU1369
 JU1369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1369'NOTE-EDGEMORE ROAD IS NOW INACCESSIBLE AT THIS POINT, BUT THE MARK
 JU1369'CAN BE LEVELED TO.
 JU1369
 JU1369                          STATION RECOVERY (1980)
 JU1369
 JU1369'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 JU1369'RECOVERED IN GOOD CONDITION.
 JU1369
 JU1369                          STATION RECOVERY (1988)
 JU1369
 JU1369'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 JU1369'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4292 ***********************************************************************
 JU4292  DESIGNATION -  V 21 RESET
 JU4292  PID         -  JU4292
 JU4292  STATE/COUNTY-  DE/NEW CASTLE
 JU4292  COUNTRY     -  US
 JU4292  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU4292
 JU4292                         *CURRENT SURVEY CONTROL
 JU4292  ______________________________________________________________________
 JU4292* NAD 83(1986) POSITION- 39 45 02.     (N) 075 30 07.     (W)   SCALED
 JU4292* NAVD 88 ORTHO HEIGHT -     9.09  (meters)       29.8   (feet) RESET
 JU4292  ______________________________________________________________________
 JU4292  GEOID HEIGHT    -        -32.963 (meters)                     GEOID18
 JU4292  VERT ORDER      -  THIRD
 JU4292
 JU4292.The horizontal coordinates were scaled from a map and have
 JU4292.an estimated accuracy of +/- 6 seconds.
 JU4292
 JU4292.The orthometric height was computed from unverified reset data.
 JU4292
 JU4292.No vertical observational check was made to the station.
 JU4292
 JU4292.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4292.GEOID18 height accuracy estimate available here.
 JU4292
 JU4292.Click photographs - Photos may exist for this station.
 JU4292
 JU4292;                    North         East    Units  Estimated Accuracy
 JU4292;SPC DE       -   194,340.      192,690.      MT  (+/- 180 meters Scaled)
 JU4292
 JU4292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK569001(NAD 83)
 JU4292
 JU4292                          SUPERSEDED SURVEY CONTROL
 JU4292
 JU4292  NGVD 29 (05/17/01)    9.35   (m)           30.7    (f) RESET       3  
 JU4292
 JU4292.Superseded values are not recommended for survey control.
 JU4292
 JU4292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4292.See file dsdata.pdf to determine how the superseded data were derived.
 JU4292
 JU4292_MARKER: DV = VERTICAL CONTROL DISK
 JU4292_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JU4292_SP_SET: BARRIER WALL
 JU4292_STAMPING: V 21 RESET 1988
 JU4292_MARK LOGO: NGS
 JU4292_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU4292
 JU4292  HISTORY     - Date     Condition        Report By
 JU4292  HISTORY     - 1988     MONUMENTED       LOCENG
 JU4292
 JU4292                          STATION DESCRIPTION
 JU4292
 JU4292'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988
 JU4292'1.5 MILES (2.4 KM) NORTH ALONG HAY ROAD FROM THE EXTENSION OF 12TH
 JU4292'STREET TO THE MAIN ENTRANCE TO THE DUPONT EDGEMOOR PLANT, 450 FEET
 JU4292'(137.2 M) WEST ALONG THE CENTELRINE OF THE NEWLY CONSTRUCTED EDGEMOOR
 JU4292'ROAD FROM ITS INTERSECTION, WITH THE CENTERLINE OF HAY ROAD, 29 FEET
 JU4292'(8.8 M) SOUTH OF THE CENTERLINE OF EDGEMOOR ROAD ON TOP OF A BARRIER
 JU4292'WALL, ABOUT 4.5 FEET (1.4 M) ABOVE THE SURFACE OF THE PAVING, 9 FEET
 JU4292'(2.7 M) WEST OF THE EAST EDGE OF I-495 SOUTH BOUND BRIDGE OVER THE
 JU4292'EDGEMOOR ROAD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4231 ***********************************************************************
 JU4231  DESIGNATION -  V 22 RESET
 JU4231  PID         -  JU4231
 JU4231  STATE/COUNTY-  DE/NEW CASTLE
 JU4231  COUNTRY     -  US
 JU4231  USGS QUAD   -  NEWARK WEST (2016)
 JU4231
 JU4231                         *CURRENT SURVEY CONTROL
 JU4231  ______________________________________________________________________
 JU4231* NAD 83(1986) POSITION- 39 39 14.9    (N) 075 45 11.7    (W)   HD_HELD2
 JU4231* NAVD 88 ORTHO HEIGHT -    20.70  (meters)       67.9   (feet) RESET
 JU4231  ______________________________________________________________________
 JU4231  GEOID HEIGHT    -        -33.027 (meters)                     GEOID18
 JU4231  VERT ORDER      -  THIRD
 JU4231
 JU4231.The horizontal coordinates were established by autonomous hand held GPS
 JU4231.observations and have an estimated accuracy of +/- 10 meters.
 JU4231
 JU4231.The orthometric height was computed from unverified reset data.
 JU4231
 JU4231.No vertical observational check was made to the station.
 JU4231
 JU4231.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4231.GEOID18 height accuracy estimate available here.
 JU4231
 JU4231.Click photographs - Photos may exist for this station.
 JU4231
 JU4231;                    North         East    Units  Estimated Accuracy
 JU4231;SPC DE       -   183,683.      171,113.      MT  (+/- 10 meters HH2 GPS)
 JU4231
 JU4231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3537989642(NAD 83)
 JU4231
 JU4231                          SUPERSEDED SURVEY CONTROL
 JU4231
 JU4231  NGVD 29 (05/17/01)   21.04   (m)           69.0    (f) RESET       3  
 JU4231
 JU4231.Superseded values are not recommended for survey control.
 JU4231
 JU4231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4231.See file dsdata.pdf to determine how the superseded data were derived.
 JU4231
 JU4231_MARKER: DV = VERTICAL CONTROL DISK
 JU4231_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU4231_SP_SET: SIDEWALK
 JU4231_STAMPING: V 22 RESET 1990
 JU4231_MARK LOGO: NGS
 JU4231_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU4231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU4231+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU4231
 JU4231  HISTORY     - Date     Condition        Report By
 JU4231  HISTORY     - 1990     MONUMENTED       DEDHT
 JU4231  HISTORY     - 19910101 GOOD             USGS
 JU4231  HISTORY     - 20020928 GOOD             INDIV
 JU4231  HISTORY     - 20040324 GOOD             USPSQD
 JU4231  HISTORY     - 20130711 GOOD             DELCOS
 JU4231
 JU4231                          STATION DESCRIPTION
 JU4231
 JU4231'DESCRIBED BY DE DEPT OF HIGHWAYS 1990
 JU4231'1.0 MILE SOUTH ALONG STATE HIGHWAY 896 FROM THE CENTER OF HIGHWAY
 JU4231'OVERPASS OVER THE PENNSYLVANIA RAILROAD IN THE SOUTH PART OF NEWARK,
 JU4231'THENCE 0.15 MILE SOUTHWEST ALONG ROUTE 4 (WEST CHESTNUT HILL ROAD) TO
 JU4231'BRIDGE 327, WHICH IS 0.1 MILE EAST OF BRIDGE 326 OVER CHRISTINA
 JU4231'RIVER, IN BRIDGE 327, 1.0 FOOT NORTH OF SOUTHERLY WALL, 25 FEET SOUTH
 JU4231'OF PHYSICAL CENTERLINE ROUTE 4 (WEST CHESTNUT HILL ROAD), 69.5 FEET
 JU4231'FROM MOST NORTHERLY CORNER OF NEW BRICK PUMPING STATION HOUSE, 94.5
 JU4231'FEET FROM MOST WESTERLY CORNER OF NEW BRICK PUMPING STATION HOUSE.
 JU4231
 JU4231                          STATION RECOVERY (1991)
 JU4231
 JU4231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU4231'RECOVERED IN GOOD CONDITION.
 JU4231
 JU4231                          STATION RECOVERY (2002)
 JU4231
 JU4231'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (APC)
 JU4231'STATION IS ON SIDEWALK OF SMALL BRIDGE ALONG WEST CHESTNUT HILL ROAD
 JU4231'BETWEEN MINQUIL DRIVE AND PLYMOUTH DRIVE, NORTH OF BUILDING AT 179
 JU4231'WEST CHESTNUT HILL ROAD. CONTRARY TO 1990 DESCRIPTION, THIS PORTION OF
 JU4231'WEST CHESTNUT HILL ROAD IS NOT ROUTE 4.
 JU4231
 JU4231                          STATION RECOVERY (2004)
 JU4231
 JU4231'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLG)
 JU4231'RECOVERED IN GOOD CONDITION.
 JU4231
 JU4231                          STATION RECOVERY (2013)
 JU4231
 JU4231'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4231'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0384 ***********************************************************************
 HU0384  DESIGNATION -  V 27
 HU0384  PID         -  HU0384
 HU0384  STATE/COUNTY-  DE/SUSSEX
 HU0384  COUNTRY     -  US
 HU0384  USGS QUAD   -  ASSAWOMAN BAY (2016)
 HU0384
 HU0384                         *CURRENT SURVEY CONTROL
 HU0384  ______________________________________________________________________
 HU0384* NAD 83(1986) POSITION- 38 29 15.     (N) 075 03 11.     (W)   SCALED
 HU0384* NAVD 88 ORTHO HEIGHT -     1.092 (meters)        3.58  (feet) ADJUSTED
 HU0384  ______________________________________________________________________
 HU0384  GEOID HEIGHT    -        -35.876 (meters)                     GEOID18
 HU0384  DYNAMIC HEIGHT  -          1.092 (meters)        3.58  (feet) COMP
 HU0384  MODELED GRAVITY -    980,023.3   (mgal)                       NAVD 88
 HU0384
 HU0384  VERT ORDER      -  SECOND    CLASS 0
 HU0384
 HU0384.The horizontal coordinates were scaled from a map and have
 HU0384.an estimated accuracy of +/- 6 seconds.
 HU0384
 HU0384.The orthometric height was determined by differential leveling and
 HU0384.adjusted by the NATIONAL GEODETIC SURVEY
 HU0384.in June 1991.
 HU0384
 HU0384.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0384.GEOID18 height accuracy estimate available here.
 HU0384
 HU0384.Click photographs - Photos may exist for this station.
 HU0384
 HU0384.The dynamic height is computed by dividing the NAVD 88
 HU0384.geopotential number by the normal gravity value computed on the
 HU0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0384.degrees latitude (g = 980.6199 gals.).
 HU0384
 HU0384.The modeled gravity was interpolated from observed gravity values.
 HU0384
 HU0384;                    North         East    Units  Estimated Accuracy
 HU0384;SPC DE       -    54,180.      231,720.      MT  (+/- 180 meters Scaled)
 HU0384
 HU0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH953599(NAD 83)
 HU0384
 HU0384                          SUPERSEDED SURVEY CONTROL
 HU0384
 HU0384  NGVD 29 (11/26/84)    1.330  (m)            4.36   (f) ADJUSTED    2 0
 HU0384
 HU0384.Superseded values are not recommended for survey control.
 HU0384
 HU0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0384.See file dsdata.pdf to determine how the superseded data were derived.
 HU0384
 HU0384_MARKER: DB = BENCH MARK DISK
 HU0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0384_STAMPING: V 27 1962
 HU0384_MARK LOGO: CGS
 HU0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0384+STABILITY: SURFACE MOTION
 HU0384
 HU0384  HISTORY     - Date     Condition        Report By
 HU0384  HISTORY     - 1962     MONUMENTED       CGS
 HU0384  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0384
 HU0384                          STATION DESCRIPTION
 HU0384
 HU0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0384'3.5 MI S FROM BETHANY BEACH.
 HU0384'3.5 MILES SOUTH ON STATE HIGHWAY 14 FROM ITS JUNCTION WITH STATE
 HU0384'HIGHWAY 26 IN BETHANY BEACH.  129 FEET NORTHEAST OF THE CENTER
 HU0384'LINE OF THE HIGHWAY FROM THE NORTH END OF BRIDGE, 49.5 FEET EAST
 HU0384'OF THE CENTER LINE OF HIGHWAY 14, 20 FEET SOUTH OF THE CENTER OF
 HU0384'A TRAIL LEADING EAST, 21.5 FEET NORTH OF TELEPHONE POLE NO.
 HU0384'781-128, 1.2 FEET WEST OF FENCE LINE AND 2 FEET NORTH OF A WOODEN
 HU0384'WITNESS POST.  SET IN THE TOP OF A 10 INCH TILE FILLED WITH
 HU0384'CONCRETE PROJECTING 7 INCHES.
 HU0384
 HU0384                          STATION RECOVERY (1981)
 HU0384
 HU0384'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0384'NO BRIDGE ANYMORE, NO TELEPHONE POLES. NO WITNESS POST. THERE IS A
 HU0384'CULVERT WHERE A BRIDGE MIGHT HAVE BEEN BUT NO MARK. LOTS OF MARSH NOW.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0147 ***********************************************************************
 HU0147  DESIGNATION -  V 28
 HU0147  PID         -  HU0147
 HU0147  STATE/COUNTY-  DE/SUSSEX
 HU0147  COUNTRY     -  US
 HU0147  USGS QUAD   -  FRANKFORD (2016)
 HU0147
 HU0147                         *CURRENT SURVEY CONTROL
 HU0147  ______________________________________________________________________
 HU0147* NAD 83(1986) POSITION- 38 33 20.     (N) 075 12 26.     (W)   SCALED
 HU0147* NAVD 88 ORTHO HEIGHT -     4.428 (meters)       14.53  (feet) ADJUSTED
 HU0147  ______________________________________________________________________
 HU0147  GEOID HEIGHT    -        -35.774 (meters)                     GEOID18
 HU0147  DYNAMIC HEIGHT  -          4.425 (meters)       14.52  (feet) COMP
 HU0147  MODELED GRAVITY -    980,022.7   (mgal)                       NAVD 88
 HU0147
 HU0147  VERT ORDER      -  SECOND    CLASS 0
 HU0147
 HU0147.The horizontal coordinates were scaled from a map and have
 HU0147.an estimated accuracy of +/- 6 seconds.
 HU0147
 HU0147.The orthometric height was determined by differential leveling and
 HU0147.adjusted by the NATIONAL GEODETIC SURVEY
 HU0147.in June 1991.
 HU0147
 HU0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0147.GEOID18 height accuracy estimate available here.
 HU0147
 HU0147.Click photographs - Photos may exist for this station.
 HU0147
 HU0147.The dynamic height is computed by dividing the NAVD 88
 HU0147.geopotential number by the normal gravity value computed on the
 HU0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0147.degrees latitude (g = 980.6199 gals.).
 HU0147
 HU0147.The modeled gravity was interpolated from observed gravity values.
 HU0147
 HU0147;                    North         East    Units  Estimated Accuracy
 HU0147;SPC DE       -    61,690.      218,260.      MT  (+/- 180 meters Scaled)
 HU0147
 HU0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH819674(NAD 83)
 HU0147
 HU0147                          SUPERSEDED SURVEY CONTROL
 HU0147
 HU0147  NGVD 29 (11/26/84)    4.668  (m)           15.31   (f) ADJUSTED    2 0
 HU0147
 HU0147.Superseded values are not recommended for survey control.
 HU0147
 HU0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0147.See file dsdata.pdf to determine how the superseded data were derived.
 HU0147
 HU0147_MARKER: DB = BENCH MARK DISK
 HU0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0147_STAMPING: V 28 1962
 HU0147_MARK LOGO: CGS
 HU0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0147+STABILITY: SURFACE MOTION
 HU0147
 HU0147  HISTORY     - Date     Condition        Report By
 HU0147  HISTORY     - 1962     MONUMENTED       CGS
 HU0147  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0147  HISTORY     - 20120210 GOOD             DELCOS
 HU0147
 HU0147                          STATION DESCRIPTION
 HU0147
 HU0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0147'2.2 MI E FROM DAGSBORO.
 HU0147'2.25 MILES EAST ON STATE HIGHWAY 26 FROM THE POST OFFICE IN
 HU0147'DAGSBORO OR 0.15 MILE WEST OF THE WEST END OF BRIDGE OVER VINES
 HU0147'CREEK.  100 FEET SOUTHEAST OF CENTER OF JUNCTION OF COUNTY ROAD
 HU0147'340 AND HIGHWAY 26, 29 FEET SOUTH OF THE CENTER LINE OF HIGHWAY
 HU0147'26, 29 FEET SOUTHEAST OF POWER LINE POLE NO. N.C. 50, 6 FEET EAST
 HU0147'OF A 20 INCH CEDAR TREE (SECOND TREE FROM THE SOUTH END OF A ROW
 HU0147'OF TREES) AND 2.5 FEET WEST OF A WOODEN WITNESS POST.  SET IN THE
 HU0147'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HU0147
 HU0147                          STATION RECOVERY (1981)
 HU0147
 HU0147'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0147'MARK NOT FOUND.
 HU0147
 HU0147                          STATION RECOVERY (2012)
 HU0147
 HU0147'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0147'BELIEVED TO BE DESTROYED BY FARMING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0062 ***********************************************************************
 HU0062  DESIGNATION -  V 29
 HU0062  PID         -  HU0062
 HU0062  STATE/COUNTY-  DE/SUSSEX
 HU0062  COUNTRY     -  US
 HU0062  USGS QUAD   -  ELLENDALE (2016)
 HU0062
 HU0062                         *CURRENT SURVEY CONTROL
 HU0062  ______________________________________________________________________
 HU0062* NAD 83(1986) POSITION- 38 47 53.     (N) 075 23 28.     (W)   SCALED
 HU0062* NAVD 88 ORTHO HEIGHT -    14.424 (meters)       47.32  (feet) ADJUSTED
 HU0062  ______________________________________________________________________
 HU0062  GEOID HEIGHT    -        -35.501 (meters)                     GEOID18
 HU0062  DYNAMIC HEIGHT  -         14.416 (meters)       47.30  (feet) COMP
 HU0062  MODELED GRAVITY -    980,033.2   (mgal)                       NAVD 88
 HU0062
 HU0062  VERT ORDER      -  FIRST     CLASS I
 HU0062
 HU0062.The horizontal coordinates were scaled from a map and have
 HU0062.an estimated accuracy of +/- 6 seconds.
 HU0062
 HU0062.The orthometric height was determined by differential leveling and
 HU0062.adjusted by the NATIONAL GEODETIC SURVEY
 HU0062.in June 1991.
 HU0062
 HU0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0062.GEOID18 height accuracy estimate available here.
 HU0062
 HU0062.Click photographs - Photos may exist for this station.
 HU0062
 HU0062.The dynamic height is computed by dividing the NAVD 88
 HU0062.geopotential number by the normal gravity value computed on the
 HU0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0062.degrees latitude (g = 980.6199 gals.).
 HU0062
 HU0062.The modeled gravity was interpolated from observed gravity values.
 HU0062
 HU0062;                    North         East    Units  Estimated Accuracy
 HU0062;SPC DE       -    88,590.      202,220.      MT  (+/- 180 meters Scaled)
 HU0062
 HU0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH660944(NAD 83)
 HU0062
 HU0062                          SUPERSEDED SURVEY CONTROL
 HU0062
 HU0062  NGVD 29 (11/26/84)   14.667  (m)           48.12   (f) ADJUSTED    1 1
 HU0062
 HU0062.Superseded values are not recommended for survey control.
 HU0062
 HU0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0062.See file dsdata.pdf to determine how the superseded data were derived.
 HU0062
 HU0062_MARKER: DB = BENCH MARK DISK
 HU0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0062_STAMPING: V 29 1962
 HU0062_MARK LOGO: CGS
 HU0062_PROJECTION: FLUSH
 HU0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0062+STABILITY: SURFACE MOTION
 HU0062
 HU0062  HISTORY     - Date     Condition        Report By
 HU0062  HISTORY     - 1962     MONUMENTED       CGS
 HU0062  HISTORY     - 1963     GOOD             CGS
 HU0062  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0062  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU0062
 HU0062                          STATION DESCRIPTION
 HU0062
 HU0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0062'2 MI SE FROM ELLENDALE.
 HU0062'ABOUT 2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 16 FROM THE CROSSING
 HU0062'OF THE PENNSYLVANIA RAILROAD AT ELLENDALE, IN THE APPROXIMATE CENTER
 HU0062'OF A GRASSY PLOT, AT THE INTERSECTION OF A NORTHWEST-SOUTHEAST ROAD,
 HU0062'27 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 54 FEET NORTH
 HU0062'OF THE NORTHEAST RAIL AT THE CENTER OF ROAD CROSSING, 15 FEET
 HU0062'NORTHEAST OF THE CENTER LINE OF ROAD, 3 1/2 FEET NORTHWEST OF A
 HU0062'POWER LINE POLE, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 HU0062'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 HU0062'POST FLUSH WITH THE GROUND.
 HU0062
 HU0062                          STATION RECOVERY (1981)
 HU0062
 HU0062'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0062'MARK NOT FOUND.
 HU0062
 HU0062                          STATION RECOVERY (2012)
 HU0062
 HU0062'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0062'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1406 ***********************************************************************
 JU1406  DESIGNATION -  V 3
 JU1406  PID         -  JU1406
 JU1406  STATE/COUNTY-  DE/NEW CASTLE
 JU1406  COUNTRY     -  US
 JU1406  USGS QUAD   -  NEWARK EAST (2016)
 JU1406
 JU1406                         *CURRENT SURVEY CONTROL
 JU1406  ______________________________________________________________________
 JU1406* NAD 83(1986) POSITION- 39 41 00.67   (N) 075 44 54.99   (W)   HD_HELD1
 JU1406* NAVD 88 ORTHO HEIGHT -    37.436 (meters)      122.82  (feet) ADJUSTED
 JU1406  ______________________________________________________________________
 JU1406  GEOID HEIGHT    -        -32.995 (meters)                     GEOID18
 JU1406  DYNAMIC HEIGHT  -         37.418 (meters)      122.76  (feet) COMP
 JU1406  MODELED GRAVITY -    980,155.2   (mgal)                       NAVD 88
 JU1406
 JU1406  VERT ORDER      -  FIRST     CLASS II
 JU1406
 JU1406.The horizontal coordinates were determined by differentially corrected
 JU1406.hand held GPS observations or other comparable positioning techniques
 JU1406.and have an estimated accuracy of +/- 3 meters.
 JU1406
 JU1406.The orthometric height was determined by differential leveling and
 JU1406.adjusted by the NATIONAL GEODETIC SURVEY
 JU1406.in June 1991.
 JU1406
 JU1406.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1406.GEOID18 height accuracy estimate available here.
 JU1406
 JU1406.Click photographs - Photos may exist for this station.
 JU1406
 JU1406.The dynamic height is computed by dividing the NAVD 88
 JU1406.geopotential number by the normal gravity value computed on the
 JU1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1406.degrees latitude (g = 980.6199 gals.).
 JU1406
 JU1406.The modeled gravity was interpolated from observed gravity values.
 JU1406
 JU1406;                    North         East    Units  Estimated Accuracy
 JU1406;SPC DE       -   186,943.4     171,523.9     MT  (+/- 3 meters HH1 GPS) 
 JU1406
 JU1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3580492899(NAD 83)
 JU1406
 JU1406                          SUPERSEDED SURVEY CONTROL
 JU1406
 JU1406  NGVD 29 (11/26/84)   37.782  (m)          123.96   (f) ADJUSTED    1 2
 JU1406
 JU1406.Superseded values are not recommended for survey control.
 JU1406
 JU1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1406.See file dsdata.pdf to determine how the superseded data were derived.
 JU1406
 JU1406_MARKER: DB = BENCH MARK DISK
 JU1406_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU1406+WITH SETTING: PAVEMENT
 JU1406_SP_SET: LANDING
 JU1406_STAMPING: V 3 1931 123.956
 JU1406_MARK LOGO: CGS
 JU1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1406+STABILITY: SURFACE MOTION
 JU1406_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1406+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1406
 JU1406  HISTORY     - Date     Condition        Report By
 JU1406  HISTORY     - 1931     MONUMENTED       CGS
 JU1406  HISTORY     - 1959     GOOD             CGS
 JU1406  HISTORY     - 1976     GOOD             LOCSUR
 JU1406  HISTORY     - 1981     GOOD             UDE
 JU1406  HISTORY     - 1982     GOOD             NGS
 JU1406  HISTORY     - 19901107 GOOD             NGS
 JU1406  HISTORY     - 19901125 GOOD             USPSQD
 JU1406  HISTORY     - 20130711 GOOD             DELCOS
 JU1406
 JU1406                          STATION DESCRIPTION
 JU1406
 JU1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 JU1406'AT NEWARK.
 JU1406'AT NEWARK, NEW CASTLE COUNTY, AT THE NORTHWEST CORNER OF THE
 JU1406'INTERSECTION OF EAST MAIN AND CENTER STREETS, AT THE FRONT
 JU1406'ENTRANCE OF THE POST-OFFICE BUILDING, SLIGHTLY EAST OF THE FRONT
 JU1406'DOOR, 2 FEET SOUTH OF THE WALL OF THE BUILDING, AND IN THE FLOOR
 JU1406'OF THE ENTRANCE PORTICO.  A STANDARD DISK, STAMPED 123.956 V 3
 JU1406'1931.
 JU1406
 JU1406                          STATION RECOVERY (1959)
 JU1406
 JU1406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JU1406'RECOVERED IN GOOD CONDITION.
 JU1406
 JU1406                          STATION RECOVERY (1976)
 JU1406
 JU1406'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 JU1406'RECOVERED IN GOOD CONDITION.
 JU1406
 JU1406                          STATION RECOVERY (1981)
 JU1406
 JU1406'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1406'RECOVERED IN GOOD CONDITION.
 JU1406
 JU1406                          STATION RECOVERY (1982)
 JU1406
 JU1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 JU1406'RECOVERED IN GOOD CONDITION.
 JU1406
 JU1406                          STATION RECOVERY (1990)
 JU1406
 JU1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU1406'IN NEWARK, AT 110 EAST MAIN STREET, IN THE EAST END OF THE LANDING AT
 JU1406'THE MAIN ENTRANCE TO THE POST OFFICE, 1.8 M (5.9 FT) EAST OF THE
 JU1406'CENTER OF THE ENTRANCE, 0.6 M (2.0 FT) ABOVE THE GROUND SURFACE, 0.5
 JU1406'M (1.6 FT) SOUTH OF THE SOUTH FACE OF THE BUILDING, AND 0.5 M
 JU1406'(1.6 FT) WEST OF THE WEST END OF THE LANDING.
 JU1406
 JU1406                          STATION RECOVERY (1990)
 JU1406
 JU1406'RECOVERY NOTE BY US POWER SQUADRON 1990 (CSU)
 JU1406'RECOVERED IN GOOD CONDITION.
 JU1406
 JU1406                          STATION RECOVERY (2013)
 JU1406
 JU1406'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1406'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0753 ***********************************************************************
 HU0753  DESIGNATION -  V 33
 HU0753  PID         -  HU0753
 HU0753  STATE/COUNTY-  DE/SUSSEX
 HU0753  COUNTRY     -  US
 HU0753  USGS QUAD   -  GREENWOOD (2016)
 HU0753
 HU0753                         *CURRENT SURVEY CONTROL
 HU0753  ______________________________________________________________________
 HU0753* NAD 83(1986) POSITION- 38 45 39.     (N) 075 36 09.     (W)   SCALED
 HU0753* NAVD 88 ORTHO HEIGHT -    15.066 (meters)       49.43  (feet) ADJUSTED
 HU0753  ______________________________________________________________________
 HU0753  GEOID HEIGHT    -        -35.438 (meters)                     GEOID18
 HU0753  DYNAMIC HEIGHT  -         15.057 (meters)       49.40  (feet) COMP
 HU0753  MODELED GRAVITY -    980,026.9   (mgal)                       NAVD 88
 HU0753
 HU0753  VERT ORDER      -  FIRST     CLASS I
 HU0753
 HU0753.The horizontal coordinates were scaled from a map and have
 HU0753.an estimated accuracy of +/- 6 seconds.
 HU0753
 HU0753.The orthometric height was determined by differential leveling and
 HU0753.adjusted by the NATIONAL GEODETIC SURVEY
 HU0753.in June 1991.
 HU0753
 HU0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0753.GEOID18 height accuracy estimate available here.
 HU0753
 HU0753.Click photographs - Photos may exist for this station.
 HU0753
 HU0753.The dynamic height is computed by dividing the NAVD 88
 HU0753.geopotential number by the normal gravity value computed on the
 HU0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0753.degrees latitude (g = 980.6199 gals.).
 HU0753
 HU0753.The modeled gravity was interpolated from observed gravity values.
 HU0753
 HU0753;                    North         East    Units  Estimated Accuracy
 HU0753;SPC DE       -    84,470.      183,850.      MT  (+/- 180 meters Scaled)
 HU0753
 HU0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH476904(NAD 83)
 HU0753
 HU0753                          SUPERSEDED SURVEY CONTROL
 HU0753
 HU0753  NGVD 29 (11/26/84)   15.314  (m)           50.24   (f) ADJUSTED    1 1
 HU0753
 HU0753.Superseded values are not recommended for survey control.
 HU0753
 HU0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0753.See file dsdata.pdf to determine how the superseded data were derived.
 HU0753
 HU0753_MARKER: DB = BENCH MARK DISK
 HU0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0753_STAMPING: V 33 1963
 HU0753_MARK LOGO: CGS
 HU0753_PROJECTION: PROJECTING 5 CENTIMETERS
 HU0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0753+STABILITY: SURFACE MOTION
 HU0753
 HU0753  HISTORY     - Date     Condition        Report By
 HU0753  HISTORY     - 1963     MONUMENTED       CGS
 HU0753  HISTORY     - 1981     GOOD             UDE
 HU0753  HISTORY     - 19901031 MARK NOT FOUND   NGS
 HU0753
 HU0753                          STATION DESCRIPTION
 HU0753
 HU0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0753'1.4 MI N FROM BRIDGEVILLE.
 HU0753'1.35 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0753'AT BRIDGEVILLE, ABOUT 0.35 MILE NORTH OF MILEPOST 76, AT THE
 HU0753'CROSSING OF A BLACK TOP ROAD, 28.5 FEET WEST OF WEST RAIL, 61.5
 HU0753'FEET NORTHWEST OF CENTER OF THE CROSSING, 2 1/2 FEET EAST OF A
 HU0753'TELEPHONE POLE, 1.5 FEET NORTH OF A STEEL WITNESS POST, ABOUT
 HU0753'LEVEL WITH TRACK, AND SET IN THE TOP OF A CONCRETE POST
 HU0753'PROJECTING 2 INCHES.
 HU0753
 HU0753                          STATION RECOVERY (1981)
 HU0753
 HU0753'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0753'RECOVERED IN GOOD CONDITION.
 HU0753
 HU0753                          STATION RECOVERY (1990)
 HU0753
 HU0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0753'THE DESCRIBED AREA IS NOW A CULTIVATED FIELD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1088 ***********************************************************************
 JU1088  DESIGNATION -  V 34
 JU1088  PID         -  JU1088
 JU1088  STATE/COUNTY-  DE/KENT
 JU1088  COUNTRY     -  US
 JU1088  USGS QUAD   -  SMYRNA (2016)
 JU1088
 JU1088                         *CURRENT SURVEY CONTROL
 JU1088  ______________________________________________________________________
 JU1088* NAD 83(1986) POSITION- 39 16 34.58   (N) 075 37 27.51   (W)   HD_HELD1
 JU1088* NAVD 88 ORTHO HEIGHT -     9.843 (meters)       32.29  (feet) ADJUSTED
 JU1088  ______________________________________________________________________
 JU1088  GEOID HEIGHT    -        -33.889 (meters)                     GEOID18
 JU1088  DYNAMIC HEIGHT  -          9.838 (meters)       32.28  (feet) COMP
 JU1088  MODELED GRAVITY -    980,106.5   (mgal)                       NAVD 88
 JU1088
 JU1088  VERT ORDER      -  FIRST     CLASS I
 JU1088
 JU1088.The horizontal coordinates were determined by differentially corrected
 JU1088.hand held GPS observations or other comparable positioning techniques
 JU1088.and have an estimated accuracy of +/- 3 meters.
 JU1088
 JU1088.The orthometric height was determined by differential leveling and
 JU1088.adjusted by the NATIONAL GEODETIC SURVEY
 JU1088.in June 1991.
 JU1088
 JU1088.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1088.GEOID18 height accuracy estimate available here.
 JU1088
 JU1088.Click photographs - Photos may exist for this station.
 JU1088
 JU1088.The dynamic height is computed by dividing the NAVD 88
 JU1088.geopotential number by the normal gravity value computed on the
 JU1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1088.degrees latitude (g = 980.6199 gals.).
 JU1088
 JU1088.The modeled gravity was interpolated from observed gravity values.
 JU1088
 JU1088;                    North         East    Units  Estimated Accuracy
 JU1088;SPC DE       -   141,697.0     182,083.0     MT  (+/- 3 meters HH1 GPS) 
 JU1088
 JU1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4615047621(NAD 83)
 JU1088
 JU1088                          SUPERSEDED SURVEY CONTROL
 JU1088
 JU1088  NGVD 29 (11/26/84)   10.082  (m)           33.08   (f) ADJUSTED    1 1
 JU1088
 JU1088.Superseded values are not recommended for survey control.
 JU1088
 JU1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1088.See file dsdata.pdf to determine how the superseded data were derived.
 JU1088
 JU1088_MARKER: DB = BENCH MARK DISK
 JU1088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1088_SP_SET: BRIDGE WINGWALL
 JU1088_STAMPING: V 34 1963
 JU1088_MARK LOGO: CGS
 JU1088_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU1088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1088+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 JU1088
 JU1088  HISTORY     - Date     Condition        Report By
 JU1088  HISTORY     - 1963     MONUMENTED       CGS
 JU1088  HISTORY     - 1981     GOOD             UDE
 JU1088  HISTORY     - 20000914 GOOD             LOCENG
 JU1088  HISTORY     - 20020615 GOOD             USPSQD
 JU1088  HISTORY     - 20040712 GOOD             NGS
 JU1088  HISTORY     - 20100124 GOOD             BECMOR
 JU1088  HISTORY     - 20120321 GOOD             DELCOS
 JU1088
 JU1088                          STATION DESCRIPTION
 JU1088
 JU1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1088'1.2 MI S FROM CLAYTON.
 JU1088'1.25 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1088'CROSSING OF STATE HIGHWAY 6 AT CLAYTON, AT MILEPOST 38, 139
 JU1088'FEET NORTH OF THE MILEPOST, SET ON TOP OF THE SOUTHWEST
 JU1088'STONE WING WALL FOR A 18-FOOT BRIDGE OVER MILL CREEK, 21.5
 JU1088'FEET WEST OF WEST RAIL, AND 6 FEET BELOW LEVEL OF TRACK.
 JU1088
 JU1088                          STATION RECOVERY (1981)
 JU1088
 JU1088'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1088'RECOVERED IN GOOD CONDITION.
 JU1088
 JU1088                          STATION RECOVERY (2000)
 JU1088
 JU1088'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (MG)
 JU1088'THE POINT WAS FOUND IN GOOD CONDITION, USING THE ABOVE REFERENCES.
 JU1088
 JU1088                          STATION RECOVERY (2002)
 JU1088
 JU1088'RECOVERY NOTE BY US POWER SQUADRON 2002 (MB)
 JU1088'RECOVERED IN GOOD CONDITION.
 JU1088
 JU1088                          STATION RECOVERY (2004)
 JU1088
 JU1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (RWA)
 JU1088'RECOVERED AS DESCRIBED.
 JU1088
 JU1088                          STATION RECOVERY (2010)
 JU1088
 JU1088'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1088'RECOVERED IN GOOD CONDITION.
 JU1088
 JU1088                          STATION RECOVERY (2012)
 JU1088
 JU1088'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1088'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0033 ***********************************************************************
 HU0033  DESIGNATION -  V 35
 HU0033  PID         -  HU0033
 HU0033  STATE/COUNTY-  DE/KENT
 HU0033  COUNTRY     -  US
 HU0033  USGS QUAD   -  MILFORD (2016)
 HU0033
 HU0033                         *CURRENT SURVEY CONTROL
 HU0033  ______________________________________________________________________
 HU0033* NAD 83(1986) POSITION- 38 55 39.     (N) 075 25 59.     (W)   SCALED
 HU0033* NAVD 88 ORTHO HEIGHT -    10.555 (meters)       34.63  (feet) ADJUSTED
 HU0033  ______________________________________________________________________
 HU0033  GEOID HEIGHT    -        -35.252 (meters)                     GEOID18
 HU0033  DYNAMIC HEIGHT  -         10.549 (meters)       34.61  (feet) COMP
 HU0033  MODELED GRAVITY -    980,044.3   (mgal)                       NAVD 88
 HU0033
 HU0033  VERT ORDER      -  FIRST     CLASS I
 HU0033
 HU0033.The horizontal coordinates were scaled from a map and have
 HU0033.an estimated accuracy of +/- 6 seconds.
 HU0033
 HU0033.The orthometric height was determined by differential leveling and
 HU0033.adjusted by the NATIONAL GEODETIC SURVEY
 HU0033.in June 1991.
 HU0033
 HU0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0033.GEOID18 height accuracy estimate available here.
 HU0033
 HU0033.Click photographs - Photos may exist for this station.
 HU0033
 HU0033.The dynamic height is computed by dividing the NAVD 88
 HU0033.geopotential number by the normal gravity value computed on the
 HU0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0033.degrees latitude (g = 980.6199 gals.).
 HU0033
 HU0033.The modeled gravity was interpolated from observed gravity values.
 HU0033
 HU0033;                    North         East    Units  Estimated Accuracy
 HU0033;SPC DE       -   102,960.      198,580.      MT  (+/- 180 meters Scaled)
 HU0033
 HU0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ624088(NAD 83)
 HU0033
 HU0033                          SUPERSEDED SURVEY CONTROL
 HU0033
 HU0033  NGVD 29 (11/26/84)   10.800  (m)           35.43   (f) ADJUSTED    1 1
 HU0033
 HU0033.Superseded values are not recommended for survey control.
 HU0033
 HU0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0033.See file dsdata.pdf to determine how the superseded data were derived.
 HU0033
 HU0033_MARKER: DB = BENCH MARK DISK
 HU0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0033_STAMPING: V 35 1963
 HU0033_MARK LOGO: CGS
 HU0033_PROJECTION: PROJECTING 3 CENTIMETERS
 HU0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0033+STABILITY: SURFACE MOTION
 HU0033
 HU0033  HISTORY     - Date     Condition        Report By
 HU0033  HISTORY     - 1963     MONUMENTED       CGS
 HU0033  HISTORY     - 19910701 MARK NOT FOUND   USGS
 HU0033
 HU0033                          STATION DESCRIPTION
 HU0033
 HU0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0033'1 MI NE FROM MILFORD.
 HU0033'ABOUT 1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 113 FROM THE CROSSING
 HU0033'OF THE PENNSYLVANIA RAILROAD AT MILFORD, AT A BLACK TOP ROAD CROSSING
 HU0033'LEADING SOUTHEAST AND NORTHWEST TO THE MILFORD AIRPARK, AT THE
 HU0033'SOUTH CORNER OF THE AIRPORT PROPERTY, 60 FEET NORTHWEST OF
 HU0033'CENTERLINE OF SOUTH-BOUND LANE OF HIGHWAY, 45 FEET NORTHEAST OF
 HU0033'CENTERLINE OF ROAD, 4 FEET SOUTHEAST OF A POWER POLE, 1.5 FEET
 HU0033'NORTHWEST OF A STEEL WITNESS POST, 1 1/2 FEET BELOW LEVEL OF HIGHWAY,
 HU0033'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 HU0033
 HU0033                          STATION RECOVERY (1991)
 HU0033
 HU0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 HU0033'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1026 ***********************************************************************
 JU1026  DESIGNATION -  V 36
 JU1026  PID         -  JU1026
 JU1026  STATE/COUNTY-  DE/KENT
 JU1026  COUNTRY     -  US
 JU1026  USGS QUAD   -  LITTLE CREEK (2016)
 JU1026
 JU1026                         *CURRENT SURVEY CONTROL
 JU1026  ______________________________________________________________________
 JU1026* NAD 83(1986) POSITION- 39 09 58.     (N) 075 29 00.     (W)   SCALED
 JU1026* NAVD 88 ORTHO HEIGHT -     5.070 (meters)       16.63  (feet) ADJUSTED
 JU1026  ______________________________________________________________________
 JU1026  GEOID HEIGHT    -        -34.426 (meters)                     GEOID18
 JU1026  DYNAMIC HEIGHT  -          5.067 (meters)       16.62  (feet) COMP
 JU1026  MODELED GRAVITY -    980,088.1   (mgal)                       NAVD 88
 JU1026
 JU1026  VERT ORDER      -  FIRST     CLASS I
 JU1026
 JU1026.The horizontal coordinates were scaled from a map and have
 JU1026.an estimated accuracy of +/- 6 seconds.
 JU1026
 JU1026.The orthometric height was determined by differential leveling and
 JU1026.adjusted by the NATIONAL GEODETIC SURVEY
 JU1026.in June 1991.
 JU1026
 JU1026.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1026.GEOID18 height accuracy estimate available here.
 JU1026
 JU1026.Click photographs - Photos may exist for this station.
 JU1026
 JU1026.The dynamic height is computed by dividing the NAVD 88
 JU1026.geopotential number by the normal gravity value computed on the
 JU1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1026.degrees latitude (g = 980.6199 gals.).
 JU1026
 JU1026.The modeled gravity was interpolated from observed gravity values.
 JU1026
 JU1026;                    North         East    Units  Estimated Accuracy
 JU1026;SPC DE       -   129,450.      194,240.      MT  (+/- 180 meters Scaled)
 JU1026
 JU1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ582353(NAD 83)
 JU1026
 JU1026                          SUPERSEDED SURVEY CONTROL
 JU1026
 JU1026  NGVD 29 (11/26/84)    5.309  (m)           17.42   (f) ADJUSTED    1 1
 JU1026
 JU1026.Superseded values are not recommended for survey control.
 JU1026
 JU1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1026.See file dsdata.pdf to determine how the superseded data were derived.
 JU1026
 JU1026_MARKER: DB = BENCH MARK DISK
 JU1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1026_STAMPING: V 36 1963
 JU1026_MARK LOGO: CGS
 JU1026_PROJECTION: PROJECTING 5 CENTIMETERS
 JU1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1026+STABILITY: SURFACE MOTION
 JU1026
 JU1026  HISTORY     - Date     Condition        Report By
 JU1026  HISTORY     - 1963     MONUMENTED       CGS
 JU1026  HISTORY     - 1981     GOOD             UDE
 JU1026  HISTORY     - 19910822 MARK NOT FOUND   USGS
 JU1026  HISTORY     - 20111122 MARK NOT FOUND   DELCOS
 JU1026
 JU1026                          STATION DESCRIPTION
 JU1026
 JU1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1026'1.8 MI E FROM DOVER.
 JU1026'1.75 MILES EAST ALONG STATE HIGHWAY 8 FROM THE INTERSECTION
 JU1026'OF U.S. HIGHWAY 13 AT DOVER, ABOUT 0.3 MILE EAST OF THE
 JU1026'JUNCTION OF FOX ROAD LEADING SOUTH, SET IN LINE WITH A ROW OF
 JU1026'ELM TREES, 35.5 FEET NORTH OF CENTERLINE OF THE HIGHWAY, 55
 JU1026'FEET EAST OF A 18-INCH TREE, 45 FEET WEST OF ANOTHER 18-INCH
 JU1026'TREE, 2 FEET EAST OF POWER POLE 46-81, 1.5 FEET WEST OF A STEEL
 JU1026'WITNESS POST, 1 FOOT ABOVE LEVEL OF HIGHWAY, AND SET IN THE
 JU1026'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JU1026
 JU1026                          STATION RECOVERY (1981)
 JU1026
 JU1026'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1026'RECOVERED IN GOOD CONDITION.
 JU1026
 JU1026                          STATION RECOVERY (1991)
 JU1026
 JU1026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1026'MARK NOT FOUND.
 JU1026
 JU1026                          STATION RECOVERY (2011)
 JU1026
 JU1026'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 JU1026'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1124 ***********************************************************************
 JU1124  DESIGNATION -  V 37
 JU1124  PID         -  JU1124
 JU1124  STATE/COUNTY-  DE/KENT
 JU1124  COUNTRY     -  US
 JU1124  USGS QUAD   -  WYOMING (2016)
 JU1124
 JU1124                         *CURRENT SURVEY CONTROL
 JU1124  ______________________________________________________________________
 JU1124* NAD 83(1986) POSITION- 39 02 35.02   (N) 075 34 20.17   (W)   HD_HELD1
 JU1124* NAVD 88 ORTHO HEIGHT -    19.056 (meters)       62.52  (feet) ADJUSTED
 JU1124  ______________________________________________________________________
 JU1124  GEOID HEIGHT    -        -34.748 (meters)                     GEOID18
 JU1124  DYNAMIC HEIGHT  -         19.045 (meters)       62.48  (feet) COMP
 JU1124  MODELED GRAVITY -    980,061.2   (mgal)                       NAVD 88
 JU1124  OBS GRAVITY     -    980,060.2   (mgal)                       GRAV_OBS
 JU1124
 JU1124  VERT ORDER      -  FIRST     CLASS I
 JU1124
 JU1124.The horizontal coordinates were determined by differentially corrected
 JU1124.hand held GPS observations or other comparable positioning techniques
 JU1124.and have an estimated accuracy of +/- 3 meters.
 JU1124
 JU1124.The orthometric height was determined by differential leveling and
 JU1124.adjusted by the NATIONAL GEODETIC SURVEY
 JU1124.in June 1991.
 JU1124
 JU1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1124.GEOID18 height accuracy estimate available here.
 JU1124
 JU1124.Click photographs - Photos may exist for this station.
 JU1124
 JU1124.The dynamic height is computed by dividing the NAVD 88
 JU1124.geopotential number by the normal gravity value computed on the
 JU1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1124.degrees latitude (g = 980.6199 gals.).
 JU1124
 JU1124.The modeled gravity was interpolated from observed gravity values.
 JU1124
 JU1124.The observed gravity was obtained from relative gravimeter ties
 JU1124.to the IGSN71 gravity network.
 JU1124
 JU1124;                    North         East    Units  Estimated Accuracy
 JU1124;SPC DE       -   115,797.4     186,528.9     MT  (+/- 3 meters HH1 GPS) 
 JU1124
 JU1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5047621710(NAD 83)
 JU1124
 JU1124                          SUPERSEDED SURVEY CONTROL
 JU1124
 JU1124  NGVD 29 (11/26/84)   19.296  (m)           63.31   (f) ADJUSTED    1 1
 JU1124
 JU1124.Superseded values are not recommended for survey control.
 JU1124
 JU1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1124.See file dsdata.pdf to determine how the superseded data were derived.
 JU1124
 JU1124_MARKER: DB = BENCH MARK DISK
 JU1124_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU1124_STAMPING: V 37 1963
 JU1124_MARK LOGO: CGS
 JU1124_PROJECTION: PROJECTING 5 CENTIMETERS
 JU1124_MAGNETIC: I = MARKER IS A STEEL ROD
 JU1124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1124+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2021
 JU1124
 JU1124  HISTORY     - Date     Condition        Report By
 JU1124  HISTORY     - 1963     MONUMENTED       CGS
 JU1124  HISTORY     - 1970     GOOD             NGS
 JU1124  HISTORY     - 1981     GOOD             UDE
 JU1124  HISTORY     - 1987     GOOD             USPSQD
 JU1124  HISTORY     - 20081204 GOOD             OPUS
 JU1124  HISTORY     - 20100417 GOOD             BECMOR
 JU1124  HISTORY     - 20120320 GOOD             DELCOS
 JU1124  HISTORY     - 20210309 GOOD             USPSQD
 JU1124
 JU1124                          STATION DESCRIPTION
 JU1124
 JU1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1124'2.2 MI N FROM FELTON.
 JU1124'2.25 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1124'STATION AT FELTON, ABOUT 118 YARDS SOUTH OF MILEPOST 56, AT THE
 JU1124'COMMUNITY OF VIOLA, AT THE CROSSING OF A BLACK TOP ROAD, 31 FEET
 JU1124'SOUTHWEST OF CENTER OF CROSSING, 11 FEET SOUTHWEST OF A FLASHING
 JU1124'CROSSING SIGNAL, 17.4 FEET WEST OF WEST RAIL, 26 FEET EAST OF
 JU1124'CENTERLINE OF A STREET LEADING SOUTH, 1.5 FEET SOUTH OF A 8-INCH
 JU1124'WOODEN POST, 1.5 FEET NORTH OF A STEEL WITNESS POST, 1 1/2 FEET
 JU1124'BELOW LEVEL OF TRACK, AND IS A DISK ON TOP OF A COPPER COATED
 JU1124'STEEL ROD PROJECTING 2 INCHES ABOVE GROUND AND PROTECTED BY A
 JU1124'6-INCH TILE WHICH PROJECTS 4 INCHES.  THE ROD WAS DRIVEN TO
 JU1124'REFUSAL AT A DEPTH OF 61.4 FEET.
 JU1124
 JU1124                          STATION RECOVERY (1970)
 JU1124
 JU1124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JU1124'RECOVERED IN GOOD CONDITION.
 JU1124
 JU1124                          STATION RECOVERY (1981)
 JU1124
 JU1124'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1124'RECOVERED IN GOOD CONDITION.
 JU1124
 JU1124                          STATION RECOVERY (1987)
 JU1124
 JU1124'RECOVERY NOTE BY US POWER SQUADRON 1987 (AFL)
 JU1124'RECOVERED IN GOOD CONDITION.
 JU1124
 JU1124                          STATION RECOVERY (2008)
 JU1124
 JU1124'RECOVERY NOTE BY OPUS SHARED SOLUTIONS 2008 (OPS)
 JU1124'THE MARK IS LOCATED ABOUT 2.4 MI (3.9 KM) NORTH OF FELTON, 2.0 MI (3.2
 JU1124'KM) SOUTH OF WOODSIDE AND IN THE TOWN OF VIOLA, DE.
 JU1124'
 JU1124'MARK IS 1.5 FEET NORTH OF AN ORANGE FIBERGLASS WITNESS POST.
 JU1124
 JU1124                          STATION RECOVERY (2010)
 JU1124
 JU1124'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1124'OPUS-RS (SPC 0700 2007) N=115797M E=186529M
 JU1124
 JU1124                          STATION RECOVERY (2012)
 JU1124
 JU1124'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1124'RECOVERED IN GOOD CONDITION.
 JU1124
 JU1124                          STATION RECOVERY (2021)
 JU1124
 JU1124'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 JU1124'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1914 ***********************************************************************
 JU1914  DESIGNATION -  V 38
 JU1914  PID         -  JU1914
 JU1914  STATE/COUNTY-  DE/NEW CASTLE
 JU1914  COUNTRY     -  US
 JU1914  USGS QUAD   -  NEWARK EAST (2016)
 JU1914
 JU1914                         *CURRENT SURVEY CONTROL
 JU1914  ______________________________________________________________________
 JU1914* NAD 83(1986) POSITION- 39 38 13.     (N) 075 38 39.     (W)   SCALED
 JU1914* NAVD 88 ORTHO HEIGHT -    19.049 (meters)       62.50  (feet) ADJUSTED
 JU1914  ______________________________________________________________________
 JU1914  GEOID HEIGHT    -        -33.087 (meters)                     GEOID18
 JU1914  DYNAMIC HEIGHT  -         19.040 (meters)       62.47  (feet) COMP
 JU1914  MODELED GRAVITY -    980,156.9   (mgal)                       NAVD 88
 JU1914
 JU1914  VERT ORDER      -  FIRST     CLASS I
 JU1914
 JU1914.The horizontal coordinates were scaled from a map and have
 JU1914.an estimated accuracy of +/- 6 seconds.
 JU1914
 JU1914.The orthometric height was determined by differential leveling and
 JU1914.adjusted by the NATIONAL GEODETIC SURVEY
 JU1914.in June 1991.
 JU1914
 JU1914.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1914.GEOID18 height accuracy estimate available here.
 JU1914
 JU1914.Click photographs - Photos may exist for this station.
 JU1914
 JU1914.The dynamic height is computed by dividing the NAVD 88
 JU1914.geopotential number by the normal gravity value computed on the
 JU1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1914.degrees latitude (g = 980.6199 gals.).
 JU1914
 JU1914.The modeled gravity was interpolated from observed gravity values.
 JU1914
 JU1914;                    North         East    Units  Estimated Accuracy
 JU1914;SPC DE       -   181,740.      180,470.      MT  (+/- 180 meters Scaled)
 JU1914
 JU1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ447876(NAD 83)
 JU1914
 JU1914                          SUPERSEDED SURVEY CONTROL
 JU1914
 JU1914  NGVD 29 (01/10/92)   19.298  (m)           63.31   (f) ADJUSTED    1 1
 JU1914  NGVD 29 (??/??/87)   19.298  (m)           63.31   (f) SUPERSEDED  1 1
 JU1914
 JU1914.Superseded values are not recommended for survey control.
 JU1914
 JU1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1914.See file dsdata.pdf to determine how the superseded data were derived.
 JU1914
 JU1914_MARKER: DB = BENCH MARK DISK
 JU1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1914_STAMPING: V 38 1963
 JU1914_MARK LOGO: CGS
 JU1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1914+STABILITY: SURFACE MOTION
 JU1914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1914+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2010
 JU1914
 JU1914  HISTORY     - Date     Condition        Report By
 JU1914  HISTORY     - 1963     MONUMENTED       CGS
 JU1914  HISTORY     - 1964     GOOD             CGS
 JU1914  HISTORY     - 1979     GOOD             NGS
 JU1914  HISTORY     - 1980     GOOD             LOCSUR
 JU1914  HISTORY     - 19901107 GOOD             NGS
 JU1914  HISTORY     - 20100414 GOOD             DEDNR
 JU1914
 JU1914                          STATION DESCRIPTION
 JU1914
 JU1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1914'1.5 MI SW FROM STATE ROAD.
 JU1914'1.5 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1914'UNDERPASS OF U.S. HIGHWAY 13 UNDER THE TRACK AT STATE ROAD, ABOUT
 JU1914'0.4 MILE NORTHEAST OF MILEPOST 11, AT A FARM ROAD CROSSING, 47
 JU1914'FEET WEST OF CENTER OF THE CROSSING, 19 FEET NORTHWEST OF NORTHWEST
 JU1914'RAIL, 15 FEET NORTHEAST OF A TELEPHONE POLE, 1.5 FEET SOUTHWEST
 JU1914'OF A STEEL WITNESS POST, 1 FOOT ABOVE LEVEL OF TRACK, AND SET
 JU1914'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JU1914
 JU1914                          STATION RECOVERY (1979)
 JU1914
 JU1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1914'RECOVERED IN GOOD CONDITION.
 JU1914
 JU1914                          STATION RECOVERY (1980)
 JU1914
 JU1914'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 JU1914'RECOVERED IN GOOD CONDITION.
 JU1914
 JU1914                          STATION RECOVERY (1990)
 JU1914
 JU1914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU1914'8.2 KM (5.1 MI) EASTERLY ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF
 JU1914'STATE HIGHWAY 896 IN GLASGOW, THENCE 0.5 KM (0.3 MI) SOUTHERLY ALONG
 JU1914'STATE HIGHWAY 7, THENCE 1.7 KM (1.1 MI) NORTHEASTERLY ALONG THE
 JU1914'CONRAIL RAILROAD, 15.6 M (51.2 FT) WEST OF UNDERGROUND CABLE WARNING
 JU1914'POST NUMBER 112, 11.7 M (38.4 FT) SOUTHWEST OF THE EXTENDED CENTER OF
 JU1914'AN ABANDONED ROAD, 5.6 M (18.4 FT) NORTHWEST OF THE NEAR RAIL, 0.3 M
 JU1914'(1.0 FT) ABOVE THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) SOUTHEAST OF A
 JU1914'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 JU1914
 JU1914                          STATION RECOVERY (2010)
 JU1914
 JU1914'RECOVERY NOTE BY DELAWARE DEPARTMENT OF NATURAL 2010 (DSS)
 JU1914'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1921 ***********************************************************************
 JU1921  DESIGNATION -  V 39
 JU1921  PID         -  JU1921
 JU1921  STATE/COUNTY-  DE/NEW CASTLE
 JU1921  COUNTRY     -  US
 JU1921  USGS QUAD   -  SAINT GEORGES (2016)
 JU1921
 JU1921                         *CURRENT SURVEY CONTROL
 JU1921  ______________________________________________________________________
 JU1921* NAD 83(1986) POSITION- 39 36 00.     (N) 075 41 27.     (W)   SCALED
 JU1921* NAVD 88 ORTHO HEIGHT -    20.423 (meters)       67.00  (feet) ADJUSTED
 JU1921  ______________________________________________________________________
 JU1921  GEOID HEIGHT    -        -33.131 (meters)                     GEOID18
 JU1921  DYNAMIC HEIGHT  -         20.414 (meters)       66.97  (feet) COMP
 JU1921  MODELED GRAVITY -    980,153.9   (mgal)                       NAVD 88
 JU1921  OBS GRAVITY     -    980,153.5   (mgal)                       GRAV_OBS
 JU1921
 JU1921  VERT ORDER      -  FIRST     CLASS I
 JU1921
 JU1921.The horizontal coordinates were scaled from a map and have
 JU1921.an estimated accuracy of +/- 6 seconds.
 JU1921
 JU1921.The orthometric height was determined by differential leveling and
 JU1921.adjusted by the NATIONAL GEODETIC SURVEY
 JU1921.in June 1991.
 JU1921
 JU1921.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1921.GEOID18 height accuracy estimate available here.
 JU1921
 JU1921.Click photographs - Photos may exist for this station.
 JU1921
 JU1921.The dynamic height is computed by dividing the NAVD 88
 JU1921.geopotential number by the normal gravity value computed on the
 JU1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1921.degrees latitude (g = 980.6199 gals.).
 JU1921
 JU1921.The modeled gravity was interpolated from observed gravity values.
 JU1921
 JU1921.The observed gravity was obtained from relative gravimeter ties
 JU1921.to the IGSN71 gravity network.
 JU1921
 JU1921;                    North         East    Units  Estimated Accuracy
 JU1921;SPC DE       -   177,650.      176,450.      MT  (+/- 180 meters Scaled)
 JU1921
 JU1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ406835(NAD 83)
 JU1921
 JU1921                          SUPERSEDED SURVEY CONTROL
 JU1921
 JU1921  NGVD 29 (01/10/92)   20.662  (m)           67.79   (f) ADJUSTED    1 1
 JU1921  NGVD 29 (??/??/87)   20.662  (m)           67.79   (f) SUPERSEDED  1 1
 JU1921
 JU1921.Superseded values are not recommended for survey control.
 JU1921
 JU1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1921.See file dsdata.pdf to determine how the superseded data were derived.
 JU1921
 JU1921_MARKER: DB = BENCH MARK DISK
 JU1921_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU1921_STAMPING: V 39 1963
 JU1921_MARK LOGO: CGS
 JU1921_PROJECTION: FLUSH
 JU1921_MAGNETIC: I = MARKER IS A STEEL ROD
 JU1921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1921_ROD/PIPE-DEPTH: 14.6 meters
 JU1921
 JU1921  HISTORY     - Date     Condition        Report By
 JU1921  HISTORY     - 1963     MONUMENTED       CGS
 JU1921  HISTORY     - 1971     GOOD             NGS
 JU1921  HISTORY     - 1979     GOOD             NGS
 JU1921  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1921
 JU1921                          STATION DESCRIPTION
 JU1921
 JU1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1921'2 MI N FROM KIRKWOOD.
 JU1921'1.95 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1921'CROSSING OF STATE HIGHWAY 71 AT KIRKWOOD, AT THE SMALL COMMUNITY
 JU1921'OF PORTER, AT THE CROSSING OF A BLACK TOP ROAD LEADING NORTHEAST
 JU1921'AND WEST WHICH BRANCH TO THE NORTHWEST AND SOUTHWEST, 80 FEET
 JU1921'SOUTHWEST OF CENTER OF CROSSING, 35 FEET WEST OF WEST RAIL OF
 JU1921'MAIN TRACK (A SPUR TRACK LEADS TO THE SOUTHEAST AT THIS POINT),
 JU1921'48 FEET SOUTH OF CENTERLINE OF BLACK TOP ROAD WEST AT A POINT
 JU1921'WHERE POWER LINE CROSSES TRACK, 51 FEET NORTH OF NORTHEAST
 JU1921'CORNER OF A 6-FOOT HIGH RAILROAD SIGNAL CONTROL BOX, 3 1/2 FEET
 JU1921'EAST OF POSER POLE 19D2 24, 1 1/2 FEET ABOVE LEVEL OF TRACK, AND
 JU1921'IS A DISK ON TOP OF A COPPER COATED STEEL ROD FLUSH WITH GROUND
 JU1921'AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS 1 INCH.  THE ROAD
 JU1921'WAS DRIVEN TO REFUSAL AT A DEPTH OF 48 FEET.
 JU1921
 JU1921                          STATION RECOVERY (1971)
 JU1921
 JU1921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JU1921'RECOVERED IN GOOD CONDITION.
 JU1921
 JU1921                          STATION RECOVERY (1979)
 JU1921
 JU1921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1921'RECOVERED IN GOOD CONDITION.
 JU1921
 JU1921                          STATION RECOVERY (2013)
 JU1921
 JU1921'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1921'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0156 ***********************************************************************
 HU0156  DESIGNATION -  V 4
 HU0156  PID         -  HU0156
 HU0156  STATE/COUNTY-  DE/SUSSEX
 HU0156  COUNTRY     -  US
 HU0156  USGS QUAD   -  FRANKFORD (2016)
 HU0156
 HU0156                         *CURRENT SURVEY CONTROL
 HU0156  ______________________________________________________________________
 HU0156* NAD 83(1986) POSITION- 38 32 42.     (N) 075 14 54.     (W)   SCALED
 HU0156* NAVD 88 ORTHO HEIGHT -     7.342 (meters)       24.09  (feet) ADJUSTED
 HU0156  ______________________________________________________________________
 HU0156  GEOID HEIGHT    -        -35.779 (meters)                     GEOID18
 HU0156  DYNAMIC HEIGHT  -          7.338 (meters)       24.07  (feet) COMP
 HU0156  MODELED GRAVITY -    980,020.1   (mgal)                       NAVD 88
 HU0156
 HU0156  VERT ORDER      -  SECOND    CLASS 0
 HU0156
 HU0156.The horizontal coordinates were scaled from a map and have
 HU0156.an estimated accuracy of +/- 6 seconds.
 HU0156
 HU0156.The orthometric height was determined by differential leveling and
 HU0156.adjusted by the NATIONAL GEODETIC SURVEY
 HU0156.in June 1991.
 HU0156
 HU0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0156.GEOID18 height accuracy estimate available here.
 HU0156
 HU0156.Click photographs - Photos may exist for this station.
 HU0156
 HU0156.The dynamic height is computed by dividing the NAVD 88
 HU0156.geopotential number by the normal gravity value computed on the
 HU0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0156.degrees latitude (g = 980.6199 gals.).
 HU0156
 HU0156.The modeled gravity was interpolated from observed gravity values.
 HU0156
 HU0156;                    North         East    Units  Estimated Accuracy
 HU0156;SPC DE       -    60,510.      214,680.      MT  (+/- 180 meters Scaled)
 HU0156
 HU0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH783663(NAD 83)
 HU0156
 HU0156                          SUPERSEDED SURVEY CONTROL
 HU0156
 HU0156  NGVD 29 (11/26/84)    7.584  (m)           24.88   (f) ADJUSTED    2 0
 HU0156
 HU0156.Superseded values are not recommended for survey control.
 HU0156
 HU0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0156.See file dsdata.pdf to determine how the superseded data were derived.
 HU0156
 HU0156_MARKER: DB = BENCH MARK DISK
 HU0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0156_STAMPING: V 4 1935
 HU0156_MARK LOGO: CGS
 HU0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0156+STABILITY: SURFACE MOTION
 HU0156
 HU0156  HISTORY     - Date     Condition        Report By
 HU0156  HISTORY     - 1935     MONUMENTED       CGS
 HU0156  HISTORY     - 1962     MARK NOT FOUND   CGS
 HU0156  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0156  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU0156
 HU0156                          STATION DESCRIPTION
 HU0156
 HU0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0156'AT DAGSBORO.
 HU0156'AT DAGSBORO, SUSSEX COUNTY, ON THE PENNSYLVANIA RAILROAD 850 FEET
 HU0156'SOUTH OF THE STATION, AT A ROAD CROSSING, 35 FEET EAST OF THE
 HU0156'CENTERLINE OF THE TRACK, 18 FEET SOUTH OF THE CENTERLINE OF THE
 HU0156'ROAD, 36 FEET WEST OF THE NORTHWEST CORNER OF A TWO-STORY FRAME
 HU0156'HOUSE, 10 FEET WEST OF A POWER-LINE POLE, AND 2 FEET BELOW THE TOP
 HU0156'OF THE RAIL.  A STANDARD DISK, STAMPED V 4 1935 AND SET IN THE TOP
 HU0156'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 HU0156
 HU0156                          STATION RECOVERY (1981)
 HU0156
 HU0156'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0156'MARK NOT FOUND.
 HU0156
 HU0156                          STATION RECOVERY (2012)
 HU0156
 HU0156'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0156'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DM8488 ***********************************************************************
 DM8488  DESIGNATION -  V 47
 DM8488  PID         -  DM8488
 DM8488  STATE/COUNTY-  DE/SUSSEX
 DM8488  COUNTRY     -  US
 DM8488  USGS QUAD   -  GEORGETOWN (2016)
 DM8488
 DM8488                         *CURRENT SURVEY CONTROL
 DM8488  ______________________________________________________________________
 DM8488* NAD 83(1986) POSITION- 38 43 21.7    (N) 075 24 39.7    (W)   HD_HELD2
 DM8488* NAVD 88 ORTHO HEIGHT -    13.244 (meters)       43.45  (feet) ADJUSTED
 DM8488  ______________________________________________________________________
 DM8488  GEOID HEIGHT    -        -35.582 (meters)                     GEOID18
 DM8488  DYNAMIC HEIGHT  -         13.236 (meters)       43.43  (feet) COMP
 DM8488  MODELED GRAVITY -    980,027.6   (mgal)                       NAVD 88
 DM8488
 DM8488  VERT ORDER      -  SECOND    CLASS I
 DM8488
 DM8488.The horizontal coordinates were established by autonomous hand held GPS
 DM8488.observations and have an estimated accuracy of +/- 10 meters.
 DM8488
 DM8488.The orthometric height was determined by differential leveling and
 DM8488.adjusted by the NATIONAL GEODETIC SURVEY
 DM8488.in July 2011.
 DM8488
 DM8488.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8488.GEOID18 height accuracy estimate available here.
 DM8488
 DM8488.Click photographs - Photos may exist for this station.
 DM8488
 DM8488.The dynamic height is computed by dividing the NAVD 88
 DM8488.geopotential number by the normal gravity value computed on the
 DM8488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8488.degrees latitude (g = 980.6199 gals.).
 DM8488
 DM8488.The modeled gravity was interpolated from observed gravity values.
 DM8488
 DM8488;                    North         East    Units  Estimated Accuracy
 DM8488;SPC DE       -    80,221.      200,490.      MT  (+/- 10 meters HH2 GPS)
 DM8488
 DM8488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6426986084(NAD 83)
 DM8488
 DM8488                          SUPERSEDED SURVEY CONTROL
 DM8488
 DM8488.No superseded survey control is available for this station.
 DM8488
 DM8488_MARKER: DD = SURVEY DISK
 DM8488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8488_STAMPING: V 47 2010
 DM8488_MARK LOGO: DEDT
 DM8488_PROJECTION: FLUSH
 DM8488_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8488+STABILITY: SURFACE MOTION
 DM8488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8488+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2010
 DM8488
 DM8488  HISTORY     - Date     Condition        Report By
 DM8488  HISTORY     - 20100506 MONUMENTED       DEDT
 DM8488
 DM8488                          STATION DESCRIPTION
 DM8488
 DM8488'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (BRC)
 DM8488'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHWEST OF MILTON, 5.8 MI
 DM8488'(9.3 KM) SOUTH OF ELLENDALE AND 2.6 MI (4.2 KM) NORTH-NORTHWEST OF
 DM8488'GEORGETOWN.
 DM8488'
 DM8488'TO REACH FROM THE INTERSECTION OF US HIGHWAY 113 (DUPONT BLVD) AND US
 DM8488'HIGHWAY 9 (MARKET STREET) IN GEORGETOWN PROCEED NORTH ALONG US HIGHWAY
 DM8488'113 (DUPONT BLVD) 2.9 MI (4.7 KM) TO THE MARK ON THE RIGHT.
 DM8488'
 DM8488'THE MARK IS 14.8 FT (4.5 M) EAST OF THE EDGE OF THE PAVED SHOULDER OF
 DM8488'THE NORTHBOUND LANES, 78.7 FT (24.0 M) SOUTH-SOUTHWEST OF UTILITY POLE
 DM8488'(DEC 113490), 144.3 FT (44.0 M) WEST-NORTHWEST OF THE NORTHWESTERLY
 DM8488'CORNER OF THE PARKING LOT FOR THE EASTERN SHORE COMMUNITY CHURCH,
 DM8488'128.3 FT (39.1 M) NORTH-NORTHWEST OF AN 18 INCH (46 CM) REINFORCED
 DM8488'CONCRETE ENTRANCE PIPE AND 146.6 FT (44.7 M) NORTH OF THE HOT MIX
 DM8488'ENTRANCE TO 18793 DUPONT BOULEVARD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2826 ***********************************************************************
 HU2826  DESIGNATION -  V 8 RESET
 HU2826  PID         -  HU2826
 HU2826  STATE/COUNTY-  DE/SUSSEX
 HU2826  COUNTRY     -  US
 HU2826  USGS QUAD   -  WHALEYVILLE (2016)
 HU2826
 HU2826                         *CURRENT SURVEY CONTROL
 HU2826  ______________________________________________________________________
 HU2826* NAD 83(1986) POSITION- 38 29 48.3    (N) 075 21 42.5    (W)   HD_HELD2
 HU2826* NAVD 88 ORTHO HEIGHT -    11.96  (meters)       39.2   (feet) RESET
 HU2826  ______________________________________________________________________
 HU2826  GEOID HEIGHT    -        -35.790 (meters)                     GEOID18
 HU2826  VERT ORDER      -  THIRD
 HU2826
 HU2826.The horizontal coordinates were established by autonomous hand held GPS
 HU2826.observations and have an estimated accuracy of +/- 10 meters.
 HU2826
 HU2826.The orthometric height was computed from unverified reset data.
 HU2826
 HU2826.No vertical observational check was made to the station.
 HU2826
 HU2826.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2826.GEOID18 height accuracy estimate available here.
 HU2826
 HU2826.Click photographs - Photos may exist for this station.
 HU2826
 HU2826;                    North         East    Units  Estimated Accuracy
 HU2826;SPC DE       -    55,141.      204,786.      MT  (+/- 10 meters HH2 GPS)
 HU2826
 HU2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6844960994(NAD 83)
 HU2826
 HU2826                          SUPERSEDED SURVEY CONTROL
 HU2826
 HU2826  NGVD 29 (05/17/01)   12.20   (m)           40.0    (f) RESET       3  
 HU2826
 HU2826.Superseded values are not recommended for survey control.
 HU2826
 HU2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2826.See file dsdata.pdf to determine how the superseded data were derived.
 HU2826
 HU2826_MARKER: DV = VERTICAL CONTROL DISK
 HU2826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU2826_STAMPING: V 8 RESET 1987
 HU2826_MARK LOGO: NGS
 HU2826_PROJECTION: RECESSED 15 CENTIMETERS
 HU2826_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU2826+STABILITY: SURFACE MOTION
 HU2826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2826+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2013
 HU2826
 HU2826  HISTORY     - Date     Condition        Report By
 HU2826  HISTORY     - 1987     MONUMENTED       DEDHT
 HU2826  HISTORY     - 20130611 GOOD             DELCOS
 HU2826
 HU2826                          STATION DESCRIPTION
 HU2826
 HU2826'DESCRIBED BY DE DEPT OF HIGHWAYS 1987
 HU2826'1 MILE (1.6 KM) NORTH ALONG STATE HIGHWAY 26 FROM THE SCHOOL IN
 HU2826'GUMBORO, AT TWIN 60-INCH CORRUGATED METAL PIPES, 72 FEET (21.9 M)
 HU2826'NORTH OF EAST END OF MOST NORTHERLY PIPE, 89.5 FEET (27.3 M) NORTHEAST
 HU2826'OF WEST END OF MOST NORTHERLY PIPE, 9 FEET (2.7 M) EAST OF STEEL
 HU2826'GUARDRAIL, 31 FEET (9.4 M) EAST OF CENTERLINE OF ROAD, 65.5 FEET
 HU2826'(20.0 M) NORTHEAST OF ELECTRIC POLE DEC PR2-223, 2 FEET (0.6 M) WEST
 HU2826'OF WITNESS POST, 18 INCHES BELOW CENTERLINE OF ROAD AND 6 INCHES
 HU2826'BELOW GROUND.
 HU2826
 HU2826                          STATION RECOVERY (2013)
 HU2826
 HU2826'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU2826'FOUND 12 INCHES BELOW THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0984 ***********************************************************************
 HU0984  DESIGNATION -  V 9
 HU0984  PID         -  HU0984
 HU0984  STATE/COUNTY-  DE/SUSSEX
 HU0984  COUNTRY     -  US
 HU0984  USGS QUAD   -  SHARPTOWN (2016)
 HU0984
 HU0984                         *CURRENT SURVEY CONTROL
 HU0984  ______________________________________________________________________
 HU0984* NAD 83(1986) POSITION- 38 31 16.     (N) 075 41 39.     (W)   SCALED
 HU0984* NAVD 88 ORTHO HEIGHT -    11.817 (meters)       38.77  (feet) ADJUSTED
 HU0984  ______________________________________________________________________
 HU0984  GEOID HEIGHT    -        -35.600 (meters)                     GEOID18
 HU0984  DYNAMIC HEIGHT  -         11.809 (meters)       38.74  (feet) COMP
 HU0984  MODELED GRAVITY -    980,012.1   (mgal)                       NAVD 88
 HU0984
 HU0984  VERT ORDER      -  SECOND    CLASS 0
 HU0984
 HU0984.The horizontal coordinates were scaled from a map and have
 HU0984.an estimated accuracy of +/- 6 seconds.
 HU0984
 HU0984.The orthometric height was determined by differential leveling and
 HU0984.adjusted by the NATIONAL GEODETIC SURVEY
 HU0984.in June 1991.
 HU0984
 HU0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0984.GEOID18 height accuracy estimate available here.
 HU0984
 HU0984.Click photographs - Photos may exist for this station.
 HU0984
 HU0984.The dynamic height is computed by dividing the NAVD 88
 HU0984.geopotential number by the normal gravity value computed on the
 HU0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0984.degrees latitude (g = 980.6199 gals.).
 HU0984
 HU0984.The modeled gravity was interpolated from observed gravity values.
 HU0984
 HU0984;                    North         East    Units  Estimated Accuracy
 HU0984;SPC DE       -    57,880.      175,800.      MT  (+/- 180 meters Scaled)
 HU0984
 HU0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH394638(NAD 83)
 HU0984
 HU0984                          SUPERSEDED SURVEY CONTROL
 HU0984
 HU0984  NGVD 29 (11/26/84)   12.063  (m)           39.58   (f) ADJUSTED    2 0
 HU0984
 HU0984.Superseded values are not recommended for survey control.
 HU0984
 HU0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0984.See file dsdata.pdf to determine how the superseded data were derived.
 HU0984
 HU0984_MARKER: DB = BENCH MARK DISK
 HU0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0984_STAMPING: V 9 1942
 HU0984_MARK LOGO: CGS
 HU0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0984+STABILITY: SURFACE MOTION
 HU0984
 HU0984  HISTORY     - Date     Condition        Report By
 HU0984  HISTORY     - 1942     MONUMENTED       CGS
 HU0984  HISTORY     - 1943     GOOD             CGS
 HU0984  HISTORY     - 19971018 POOR             USPSQD
 HU0984  HISTORY     - 20130614 POOR             DELCOS
 HU0984
 HU0984                          STATION DESCRIPTION
 HU0984
 HU0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0984'2 MI S FROM SHARPTOWN.
 HU0984'2.0 MILES SOUTH ALONG HIGHWAY 348 AND HIGHWAY 24, FROM THE T
 HU0984'JUNCTION OF HIGHWAY 348 AND 313 AT SHARPTOWN, WICOMICO COUNTY,
 HU0984'27.0 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 24, 4.3 FEET EAST
 HU0984'OF A SYCAMORE TREE AND IN LINE WITH THE TREES, 66.4 FEET NORTH OF
 HU0984'POLE NUMBER 11-390, 82.6 FEET NORTH OF THE CENTER LINE OF A DIRT
 HU0984'ROAD, ABOUT LEVEL WITH HIGHWAY 24, NEAR A STANDARD REFERENCE POST.
 HU0984
 HU0984                          STATION RECOVERY (1943)
 HU0984
 HU0984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 HU0984'RECOVERED IN GOOD CONDITION.
 HU0984
 HU0984                          STATION RECOVERY (1997)
 HU0984
 HU0984'RECOVERY NOTE BY US POWER SQUADRON 1997
 HU0984'MARK RECOVERED IN POOR CONDITION.
 HU0984
 HU0984                          STATION RECOVERY (2013)
 HU0984
 HU0984'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0984'NO DISC WAS PRESENT, THE MONUMENT WAS NOT IN GOOD CONDTION, DESTROYED.
 HU0984'
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3452 ***********************************************************************
 JU3452  DESIGNATION -  VANEERDE
 JU3452  PID         -  JU3452
 JU3452  STATE/COUNTY-  DE/KENT
 JU3452  COUNTRY     -  US
 JU3452  USGS QUAD   -  MARYDEL (2016)
 JU3452
 JU3452                         *CURRENT SURVEY CONTROL
 JU3452  ______________________________________________________________________
 JU3452* NAD 83(1991) POSITION- 39 05 01.70086(N) 075 44 34.07707(W)   ADJUSTED
 JU3452* NAVD 88 ORTHO HEIGHT -     8.1   (meters)       27.    (feet) VERTCON3
 JU3452  ______________________________________________________________________
 JU3452  GEOID HEIGHT    -        -34.313 (meters)                     GEOID18
 JU3452  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC18
 JU3452  HORZ ORDER      -  SECOND
 JU3452
 JU3452.The horizontal coordinates were established by classical geodetic methods
 JU3452.and adjusted by the National Geodetic Survey in January 1992.
 JU3452
 JU3452.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3452
 JU3452.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3452.GEOID18 height accuracy estimate available here.
 JU3452
 JU3452.Click photographs - Photos may exist for this station.
 JU3452
 JU3452.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3452
 JU3452. The following values were computed from the NAD 83(1991) position.
 JU3452
 JU3452;                    North         East     Units Scale Factor Converg.
 JU3452;SPC DE       -   120,359.804   171,781.780   MT  1.00000480   -0 12 20.2
 JU3452;SPC DE       -   394,880.46    563,587.39   sFT  1.00000480   -0 12 20.2
 JU3452;SPC MD       -   158,058.576   508,770.017   MT  0.99995642   +0 47 20.6
 JU3452;SPC MD       -   518,563.84  1,669,189.63   sFT  0.99995642   +0 47 20.6
 JU3452;UTM  18      - 4,326,339.227   435,755.288   MT  0.99965082   -0 28 05.9
 JU3452
 JU3452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3452!SPC DE       -   1.00000412  x   1.00000480  =   1.00000892
 JU3452!SPC MD       -   1.00000412  x   0.99995642  =   0.99996054
 JU3452!UTM  18      -   1.00000412  x   0.99965082  =   0.99965494
 JU3452
 JU3452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3575526339(NAD 83)
 JU3452
 JU3452|---------------------------------------------------------------------|
 JU3452| PID    Reference Object                     Distance      Geod. Az  |
 JU3452|                                                           dddmmss.s |
 JU3452| CB3158 VANEERDE RM 1                        11.600 METERS 02057     |
 JU3452| CB3159 VANEERDE RM 2                        12.199 METERS 14020     |
 JU3452| JU3460 VANEERDE AZIMUTH MARK               309.761 METERS 15310     |
 JU3452| JU3453 BOUNDARY MONUMENT 43 DEL MD          29.535 METERS 32041     |
 JU3452|---------------------------------------------------------------------|
 JU3452
 JU3452                          SUPERSEDED SURVEY CONTROL
 JU3452
 JU3452  NAD 83(1986)-  39 05 01.69205(N)    075 44 34.08836(W) AD(       ) 2
 JU3452  NAD 27      -  39 05 01.28880(N)    075 44 35.33300(W) AD(       ) 2
 JU3452  NGVD 29 (07/19/86)    8.3    (m)           27.     (f) VERT ANG       
 JU3452
 JU3452.Superseded values are not recommended for survey control.
 JU3452
 JU3452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3452.See file dsdata.pdf to determine how the superseded data were derived.
 JU3452
 JU3452_MARKER: DS = TRIANGULATION STATION DISK
 JU3452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3452_STAMPING: VANEERDE 1961
 JU3452_MARK LOGO: CGS
 JU3452_PROJECTION: RECESSED 46 CENTIMETERS
 JU3452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3452+STABILITY: SURFACE MOTION
 JU3452
 JU3452  HISTORY     - Date     Condition        Report By
 JU3452  HISTORY     - 1961     MONUMENTED       CGS
 JU3452
 JU3452                          STATION DESCRIPTION
 JU3452
 JU3452'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3452'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTH OF MARYDEL,
 JU3452'DELAWARE, 1.5 MILES NORTHEAST OF HENDERSON, MARYLAND AND ON
 JU3452'PROPERTY OWNED BY MR. WM E. VANEERDE.
 JU3452'
 JU3452'TO REACH THE STATION FROM THE ROAD SOUTH OF THE RAILROAD
 JU3452'STATION IN MARYDEL.  GO SOUTH-SOUTHEAST ON A BLACKTOP ROAD FOR
 JU3452'1.0 MILE TO A FORK.  TAKE THE RIGHT HAND FORK AND GO SOUTH ON
 JU3452'A GRAVELED ROAD FOR 1.0 MILE TO A T-ROAD INTERSECTION.  TURN
 JU3452'RIGHT AND GO SOUTHWEST ON A GRAVELED ROAD FOR 0.4 MILE TO A FARM
 JU3452'HOUSE ON THE LEFT AND A FIELD ROAD ON THE RIGHT AND THE AZIMUTH
 JU3452'MARK ABOUT 100.0 FEET SOUTHWEST OF THE FIELD ROAD ENTRANCE.
 JU3452'TURN RIGHT AND GO NORTH-NORTHWEST ON THE FIELD ROAD FOR 0.2 MILE
 JU3452'TO AN OLD BUILDING SITE, THE BOUNDARY MONUMENT, A STANDARD
 JU3452'METAL WITNESS POST AND MARKER AND THE STATION.
 JU3452'
 JU3452'THE STATION MARK, A STANDARD DISK STAMPED VANEERDE 1961, IS
 JU3452'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 JU3452'18 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 100.0 FEET
 JU3452'WEST OF AN OLD BUILDING SITE, 24.8 FEET NORTH-NORTHWEST OF A
 JU3452'STANDARD METAL WITNESS POST AND MARKER AND 27.0 FEET
 JU3452'NORTH-NORTHWEST OF A 36-INCH POPLAR TREE.
 JU3452'
 JU3452'REFERENCE MARK 1, A STANDARD DISK STAMPED VANEERDE NO 1
 JU3452'1961, IS SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH
 JU3452'WITH THE SURFACE OF THE GROUND.  IT IS 62.0 FEET NORTHEAST
 JU3452'OF A 36-INCH POPLAR TREE, 59.0 FEET NORTHEAST OF A STANDARD
 JU3452'METAL WITNESS POST AND MARKER AND ABOUT 12 INCHES ABOVE
 JU3452'THE STATION MARK.
 JU3452'
 JU3452'REFERENCE MARK 2, A STANDARD DISK STAMPED VANEERDE NO 2 1961,
 JU3452'IS SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 JU3452'THE SURFACE OF THE GROUND.  IT IS 20.0 FEET SOUTH-SOUTHEAST
 JU3452'OF A STANDARD METAL WITNESS POST AND MARKER, 20.9 FEET
 JU3452'SOUTH-SOUTHEAST OF A 36-INCH POPLAR TREE AND ABOUT 24 INCHES
 JU3452'HIGHER THAN THE STATION.
 JU3452'
 JU3452'THE AZIMUTH MARK, A STANDARD DISK STAMPED VANEERDE 1961, IS
 JU3452'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 JU3452'ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 110.0
 JU3452'FEET WEST OF A FIELD ENTRANCE, 28.0 FEET NORTH OF THE CENTER
 JU3452'OF THE INTERSECTION OF A GRAVELED DRIVEWAY AND GRAVELED ROAD,
 JU3452'14.0 FEET WEST OF AN UNDERGROUND TELEPHONE LINE AND 2.0 FEET
 JU3452'SOUTH OF A STANDARD METAL WITNESS POST AND MARKER.
 JU3452'
 JU3452'BOUNDARY MONUMENT NO. 43, A 12-INCH SQUARE LIMESTONE MONUMENT
 JU3452'PROJECTING ABOUT 30 INCHES ABOVE THE SURFACE OF THE GROUND,
 JU3452'UPRIGHT AND FIRMLY SET AND IN GOOD CONDITION.  IT HAS THE
 JU3452'LETTER M CUT ON THE WEST SIDE AND THE LETTER P ON THE EAST
 JU3452'SIDE.  IT IS 121.0 FEET NORTH-NORTHWEST OF A STANDARD METAL
 JU3452'WITNESS POST AND MARKER AND 99.6 FEET NORTH-NORTHWEST OF A
 JU3452'36-INCH POPLAR TREE.
 JU3452'
 JU3452'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3460 ***********************************************************************
 JU3460  DESIGNATION -  VANEERDE AZIMUTH MARK
 JU3460  PID         -  JU3460
 JU3460  STATE/COUNTY-  DE/KENT
 JU3460  COUNTRY     -  US
 JU3460  USGS QUAD   -  MARYDEL (2016)
 JU3460
 JU3460                         *CURRENT SURVEY CONTROL
 JU3460  ______________________________________________________________________
 JU3460* NAD 83(1991) POSITION- 39 04 52.73798(N) 075 44 28.25873(W)   ADJUSTED
 JU3460* NAVD 88 ORTHO HEIGHT -     8.2   (meters)       27.    (feet) VERTCON3
 JU3460  ______________________________________________________________________
 JU3460  GEOID HEIGHT    -        -34.325 (meters)                     GEOID18
 JU3460  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC18
 JU3460  HORZ ORDER      -  SECOND
 JU3460
 JU3460.The horizontal coordinates were established by classical geodetic methods
 JU3460.and adjusted by the National Geodetic Survey in January 1992.
 JU3460
 JU3460.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3460
 JU3460.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3460.GEOID18 height accuracy estimate available here.
 JU3460
 JU3460.Click photographs - Photos may exist for this station.
 JU3460
 JU3460.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3460
 JU3460. The following values were computed from the NAD 83(1991) position.
 JU3460
 JU3460;                    North         East     Units Scale Factor Converg.
 JU3460;SPC DE       -   120,082.906   171,920.633   MT  1.00000470   -0 12 16.5
 JU3460;SPC DE       -   393,972.00    564,042.94   sFT  1.00000470   -0 12 16.5
 JU3460;SPC MD       -   157,784.144   508,913.649   MT  0.99995626   +0 47 24.3
 JU3460;SPC MD       -   517,663.48  1,669,660.86   sFT  0.99995626   +0 47 24.3
 JU3460;UTM  18      - 4,326,061.793   435,892.822   MT  0.99965060   -0 28 02.2
 JU3460
 JU3460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3460!SPC DE       -   1.00000410  x   1.00000470  =   1.00000880
 JU3460!SPC MD       -   1.00000410  x   0.99995626  =   0.99996036
 JU3460!UTM  18      -   1.00000410  x   0.99965060  =   0.99965470
 JU3460
 JU3460:                Primary Azimuth Mark                     Grid Az
 JU3460:SPC DE       -  MILLPOND                                 183 57 38.7
 JU3460:SPC MD       -  MILLPOND                                 182 57 57.9
 JU3460:UTM  18      -  MILLPOND                                 184 13 24.4
 JU3460
 JU3460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3589226061(NAD 83)
 JU3460
 JU3460|---------------------------------------------------------------------|
 JU3460| PID    Reference Object                     Distance      Geod. Az  |
 JU3460|                                                           dddmmss.s |
 JU3460| JU3459 MILLPOND                            APPROX. 1.1 KM 1834522.2 |
 JU3460| JU3452 VANEERDE                            309.761 METERS 33310     |
 JU3460|---------------------------------------------------------------------|
 JU3460
 JU3460                          SUPERSEDED SURVEY CONTROL
 JU3460
 JU3460  NAD 83(1986)-  39 04 52.72914(N)    075 44 28.27006(W) AD(       ) 2
 JU3460  NAD 27      -  39 04 52.32460(N)    075 44 29.51450(W) AD(       ) 2
 JU3460  NGVD 29 (07/19/86)    8.4    (m)           28.     (f) VERT ANG       
 JU3460
 JU3460.Superseded values are not recommended for survey control.
 JU3460
 JU3460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3460.See file dsdata.pdf to determine how the superseded data were derived.
 JU3460
 JU3460_MARKER: DZ = AZIMUTH MARK DISK
 JU3460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3460_STAMPING: VANDEERDE 1961
 JU3460_MARK LOGO: CGS
 JU3460_PROJECTION: PROJECTING 8 CENTIMETERS
 JU3460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3460+STABILITY: SURFACE MOTION
 JU3460
 JU3460  HISTORY     - Date     Condition        Report By
 JU3460  HISTORY     - 1961     MONUMENTED       CGS
 JU3460  HISTORY     - 20111122 MARK NOT FOUND   DELCOS
 JU3460
 JU3460                          STATION DESCRIPTION
 JU3460
 JU3460'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3460'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTH OF MARYDEL,
 JU3460'DELAWARE, 1.5 MILES NORTHEAST OF HENDERSON, MARYLAND AND ON
 JU3460'PROPERTY OWNED BY MR. WM E. VANEERDE.
 JU3460'
 JU3460'TO REACH THE STATION FROM THE ROAD SOUTH OF THE RAILROAD
 JU3460'STATION IN MARYDEL.  GO SOUTH-SOUTHEAST ON A BLACKTOP ROAD
 JU3460'FOR 1.0 MILE TO A FORK.  TAKE THE RIGHT HAND FORK AND GO
 JU3460'SOUTH ON A GRAVELED ROAD FOR 1.0 MILE TO A T-ROAD
 JU3460'INTERSECTION.  TURN RIGHT AND GO SOUTHWEST ON A GRAVELED
 JU3460'ROAD FOR 0.4 MILE TO A FARM HOUSE ON THE LEFT AND A FIELD
 JU3460'ROAD ON THE RIGHT AND THE STATION AS DESCRIBED.
 JU3460'
 JU3460'THE STATION, A STANDARD AZIMUTH MARK DISK STAMPED VANEERDE
 JU3460'1961, IS SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JU3460'PROJECTING ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 JU3460'IS 110.0 FEET WEST OF A FIELD ENTRANCE, 28.0 FEET NORTH OF
 JU3460'THE CENTER OF AN INTERSECTION OF A GRAVELED DRIVEWAY AND A
 JU3460'GRAVELED ROAD, 14.0 FEET WEST OF AN UNDERGROUND TELEPHONE
 JU3460'LINE AND 2.0 FEET SOUTH OF A STANDARD METAL WITNESS POST AND
 JU3460'MARKER.  NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 JU3460'
 JU3460'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
 JU3460
 JU3460                          STATION RECOVERY (2011)
 JU3460
 JU3460'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 JU3460'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1824 ***********************************************************************
 HU1824  DESIGNATION -  VINE AZIMUTH MARK
 HU1824  PID         -  HU1824
 HU1824  STATE/COUNTY-  DE/SUSSEX
 HU1824  COUNTRY     -  US
 HU1824  USGS QUAD   -  HEBRON (2016)
 HU1824
 HU1824                         *CURRENT SURVEY CONTROL
 HU1824  ______________________________________________________________________
 HU1824* NAD 83(1991) POSITION- 38 29 17.88207(N) 075 41 40.71409(W)   ADJUSTED
 HU1824* NAVD 88 ORTHO HEIGHT -    11.6   (meters)       38.    (feet) VERTCON3
 HU1824  ______________________________________________________________________
 HU1824  GEOID HEIGHT    -        -35.620 (meters)                     GEOID18
 HU1824  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC18
 HU1824  HORZ ORDER      -  SECOND
 HU1824
 HU1824.The horizontal coordinates were established by classical geodetic methods
 HU1824.and adjusted by the National Geodetic Survey in January 1992.
 HU1824
 HU1824.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1824
 HU1824.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1824.GEOID18 height accuracy estimate available here.
 HU1824
 HU1824.Click photographs - Photos may exist for this station.
 HU1824
 HU1824.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1824
 HU1824. The following values were computed from the NAD 83(1991) position.
 HU1824
 HU1824;                    North         East     Units Scale Factor Converg.
 HU1824;SPC DE       -    54,238.246   175,747.550   MT  1.00000224   -0 10 22.8
 HU1824;SPC DE       -   177,946.65    576,598.42   sFT  1.00000224   -0 10 22.8
 HU1824;SPC MD       -    92,018.880   513,881.332   MT  0.99997258   +0 49 09.4
 HU1824;SPC MD       -   301,898.61  1,685,959.00   sFT  0.99997258   +0 49 09.4
 HU1824;UTM  18      - 4,260,223.801   439,418.490   MT  0.99964520   -0 25 56.4
 HU1824
 HU1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1824!SPC DE       -   1.00000378  x   1.00000224  =   1.00000602
 HU1824!SPC MD       -   1.00000378  x   0.99997258  =   0.99997636
 HU1824!UTM  18      -   1.00000378  x   0.99964520  =   0.99964897
 HU1824
 HU1824:                Primary Azimuth Mark                     Grid Az
 HU1824:SPC DE       -  TWILLEY                                  180 57 09.6
 HU1824:SPC MD       -  TWILLEY                                  179 57 37.4
 HU1824:UTM  18      -  TWILLEY                                  181 12 43.2
 HU1824
 HU1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH3941860223(NAD 83)
 HU1824
 HU1824|---------------------------------------------------------------------|
 HU1824| PID    Reference Object                     Distance      Geod. Az  |
 HU1824|                                                           dddmmss.s |
 HU1824| HU1821 TWILLEY                             APPROX. 1.5 KM 1804646.8 |
 HU1824| HU1823 VINE                                150.932 METERS 30752     |
 HU1824|---------------------------------------------------------------------|
 HU1824
 HU1824                          SUPERSEDED SURVEY CONTROL
 HU1824
 HU1824  NAD 83(1986)-  38 29 17.87737(N)    075 41 40.73584(W) AD(       ) 2
 HU1824  NAD 27      -  38 29 17.45990(N)    075 41 41.97890(W) AD(       ) 2
 HU1824  NGVD 29 (07/19/86)   11.8    (m)           39.     (f) VERT ANG       
 HU1824
 HU1824.Superseded values are not recommended for survey control.
 HU1824
 HU1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1824.See file dsdata.pdf to determine how the superseded data were derived.
 HU1824
 HU1824_MARKER: DZ = AZIMUTH MARK DISK
 HU1824_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HU1824+WITH SETTING: INFORMATION.
 HU1824_STAMPING: VINE 1962
 HU1824_MARK LOGO: CGS
 HU1824_PROJECTION: FLUSH
 HU1824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1824
 HU1824  HISTORY     - Date     Condition        Report By
 HU1824  HISTORY     - 1962     MONUMENTED       CGS
 HU1824
 HU1824                          STATION DESCRIPTION
 HU1824
 HU1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1824'THE STATION IS LOCATED ABOUT 7.0 MILES WEST-NORTHWEST OF
 HU1824'DELMAR, DELAWARE, 4.0 MILES NORTHEAST OF MARDELA SPRINGS,
 HU1824'MARYLAND, 4.0 MILES SOUTH-SOUTHEAST OF SHARPTOWN, MARYLAND,
 HU1824'IN A DENSE WOODS LAND.  THE PROPERTY IS OWNED BY MR. CLYDE COOPER.
 HU1824'
 HU1824'TO REACH THE STATION FROM SHARPTOWN, MARYLAND.  GO
 HU1824'SOUTH-SOUTHEAST AND EAST ON STATE HIGHWAY 348 FOR 1.7 MILES
 HU1824'TO THE STATE LINE.  CONTINUE EAST ON DELAWARE STATE HIGHWAY
 HU1824'24 FOR 1.0 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 HU1824'SOUTH ON A BLACKTOP ROAD FOR 1.5 MILES TO A CROSSROAD IN THE
 HU1824'CENTER OF THE SMALL VILLAGE OF COLUMBIA, THE COLUMBIA
 HU1824'MERCHANTILE STORE ON THE WEST SIDE OF THE ROAD AND THE
 HU1824'COLUMBIA CHURCH BUILDING ON THE EAST SIDE OF THE BLACKTOP
 HU1824'ROAD.  TURN RIGHT AND GO WEST ON A BLACKTOP ROAD FOR 1.45
 HU1824'MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A MACADAM
 HU1824'ROAD FOR 0.65 MILE TO A DIM WOODS ROAD ON THE EAST SIDE OF
 HU1824'THE BLACKTOP ROAD.  TURN LEFT AND GO EAST ON THE TRACK
 HU1824'WOODS ROAD FOR 0.3 MILE TO A VERY DIM CROSSROAD.  TURN LEFT
 HU1824'AND GO NORTH ON A DIM TRACK WOODS ROAD FOR 0.15 MILE TO THE
 HU1824'END OF THE TRACK ROAD, A 8-INCH TRIANGULAR BLAZED PINE
 HU1824'TREE AT THE END OF THE ROAD AND TRUCK TRAVEL.  FROM THE
 HU1824'END OF TRUCK TRAVEL, PACK NORTHEAST ABOUT 162.0 FEET TO
 HU1824'THE STATION VINE, THENCE PACK SOUTHEAST FOR 0.1 MILE TO A
 HU1824'STANDARD METAL WITNESS POST AND MARKER AND THE
 HU1824'STATION.
 HU1824'
 HU1824'THE STATION IS A STANDARD AZIMUTH MARK DISK, STAMPED VINE
 HU1824'1962, SECURED TO THE TOP OF A 5/8 INCH COPPER ROD FLUSH WITH
 HU1824'THE SURFACE OF THE GROUND AND REINFORCED BY CONCRETE.  IT IS
 HU1824'3.5 FEET SOUTH OF A 30-INCH OAK TREE, 1.5 FEET NORTH-NORTHWEST
 HU1824'OF A STANDARD METAL WITNESS POST AND MARKER AND 1.5 FEET
 HU1824'SOUTH OF A 8-INCH PINE TREE.  NO REFERENCE MARKS WERE
 HU1824'ESTABLISHED FOR THIS STATION
 HU1824'
 HU1824'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1350 ***********************************************************************
 JU1350  DESIGNATION -  W 1
 JU1350  PID         -  JU1350
 JU1350  STATE/COUNTY-  DE/KENT
 JU1350  COUNTRY     -  US
 JU1350  USGS QUAD   -  SMYRNA (2016)
 JU1350
 JU1350                         *CURRENT SURVEY CONTROL
 JU1350  ______________________________________________________________________
 JU1350* NAD 83(1986) POSITION- 39 18 46.97   (N) 075 33 59.84   (W)   HD_HELD1
 JU1350* NAVD 88 ORTHO HEIGHT -     1.900 (meters)        6.23  (feet) ADJUSTED
 JU1350  ______________________________________________________________________
 JU1350  GEOID HEIGHT    -        -33.878 (meters)                     GEOID18
 JU1350  DYNAMIC HEIGHT  -          1.899 (meters)        6.23  (feet) COMP
 JU1350  MODELED GRAVITY -    980,110.3   (mgal)                       NAVD 88
 JU1350
 JU1350  VERT ORDER      -  FIRST     CLASS I
 JU1350
 JU1350.The horizontal coordinates were determined by differentially corrected
 JU1350.hand held GPS observations or other comparable positioning techniques
 JU1350.and have an estimated accuracy of +/- 3 meters.
 JU1350
 JU1350.The orthometric height was determined by differential leveling and
 JU1350.adjusted by the NATIONAL GEODETIC SURVEY
 JU1350.in June 1991.
 JU1350
 JU1350.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1350.GEOID18 height accuracy estimate available here.
 JU1350
 JU1350.Click photographs - Photos may exist for this station.
 JU1350
 JU1350.The dynamic height is computed by dividing the NAVD 88
 JU1350.geopotential number by the normal gravity value computed on the
 JU1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1350.degrees latitude (g = 980.6199 gals.).
 JU1350
 JU1350.The modeled gravity was interpolated from observed gravity values.
 JU1350
 JU1350;                    North         East    Units  Estimated Accuracy
 JU1350;SPC DE       -   145,770.0     187,067.4     MT  (+/- 3 meters HH1 GPS) 
 JU1350
 JU1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5115151669(NAD 83)
 JU1350
 JU1350                          SUPERSEDED SURVEY CONTROL
 JU1350
 JU1350  NGVD 29 (11/26/84)    2.139  (m)            7.02   (f) ADJUSTED    1 1
 JU1350
 JU1350.Superseded values are not recommended for survey control.
 JU1350
 JU1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1350.See file dsdata.pdf to determine how the superseded data were derived.
 JU1350
 JU1350_MARKER: DB = BENCH MARK DISK
 JU1350_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU1350_SP_SET: CULVERT HEADWALL
 JU1350_STAMPING: 7.510 W 1 1931
 JU1350_MARK LOGO: CGS
 JU1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1350+STABILITY: SURFACE MOTION
 JU1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1350+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2011
 JU1350
 JU1350  HISTORY     - Date     Condition        Report By
 JU1350  HISTORY     - 1931     MONUMENTED       CGS
 JU1350  HISTORY     - 1963     GOOD             CGS
 JU1350  HISTORY     - 1981     GOOD             UDE
 JU1350  HISTORY     - 1989     GOOD             USPSQD
 JU1350  HISTORY     - 20010927 POOR             USPSQD
 JU1350  HISTORY     - 20011212 GOOD             NGS
 JU1350  HISTORY     - 20100124 GOOD             BECMOR
 JU1350  HISTORY     - 20110131 GOOD             USFWS
 JU1350  HISTORY     - 20110604 GOOD             GEOCAC
 JU1350
 JU1350                          STATION DESCRIPTION
 JU1350
 JU1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1350'2.2 MI E FROM SMYRNA.
 JU1350'2.15 MILES EAST ALONG STATE HIGHWAY 6 FROM THE INTERSECTION OF
 JU1350'U.S. HIGHWAY 13 AT SMYRNA, AT A 10-FOOT CONCRETE CULVERT OVER A
 JU1350'SMALL STREAM, SET ON TOP AT THE APPROXIMATE CENTER OF THE NORTH
 JU1350'HEAD WALL OF THE CULVERT, 6 FEET WEST OF THE EAST END OF THE HEAD
 JU1350'WALL, 14 FEET NORTH OF CENTERLINE OF THE HIGHWAY, AND ABOUT 2
 JU1350'FEET ABOVE LEVEL OF THE HIGHWAY.
 JU1350
 JU1350                          STATION RECOVERY (1981)
 JU1350
 JU1350'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1350'RECOVERED IN GOOD CONDITION.
 JU1350
 JU1350                          STATION RECOVERY (1989)
 JU1350
 JU1350'RECOVERY NOTE BY US POWER SQUADRON 1989 (GDW)
 JU1350'RECOVERED IN GOOD CONDITION.
 JU1350
 JU1350                          STATION RECOVERY (2001)
 JU1350
 JU1350'RECOVERY NOTE BY US POWER SQUADRON 2001 (RK)
 JU1350'BANGED UP.
 JU1350'NOT LEGIBLE
 JU1350
 JU1350                          STATION RECOVERY (2001)
 JU1350
 JU1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 JU1350'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 JU1350
 JU1350                          STATION RECOVERY (2010)
 JU1350
 JU1350'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1350'RECOVERED IN GOOD CONDITION.
 JU1350
 JU1350                          STATION RECOVERY (2011)
 JU1350
 JU1350'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2011 (MJH)
 JU1350'RECOVERED AS DESCRIBED.
 JU1350
 JU1350                          STATION RECOVERY (2011)
 JU1350
 JU1350'RECOVERY NOTE BY GEOCACHING 2011 (MFM)
 JU1350'RECOVERED AS DESCRIBED.
 JU1350'
 JU1350'SR6 IS ALSO KNOWN AS WOODLAND BEACH RD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1289 ***********************************************************************
 JU1289  DESIGNATION -  W 11
 JU1289  PID         -  JU1289
 JU1289  STATE/COUNTY-  DE/KENT
 JU1289  COUNTRY     -  US
 JU1289  USGS QUAD   -  KENTON (2016)
 JU1289
 JU1289                         *CURRENT SURVEY CONTROL
 JU1289  ______________________________________________________________________
 JU1289* NAD 83(1986) POSITION- 39 09 36.     (N) 075 39 23.     (W)   SCALED
 JU1289* NAVD 88 ORTHO HEIGHT -    21.164 (meters)       69.44  (feet) ADJUSTED
 JU1289  ______________________________________________________________________
 JU1289  GEOID HEIGHT    -        -34.179 (meters)                     GEOID18
 JU1289  DYNAMIC HEIGHT  -         21.152 (meters)       69.40  (feet) COMP
 JU1289  MODELED GRAVITY -    980,088.2   (mgal)                       NAVD 88
 JU1289
 JU1289  VERT ORDER      -  SECOND    CLASS 0
 JU1289
 JU1289.The horizontal coordinates were scaled from a map and have
 JU1289.an estimated accuracy of +/- 6 seconds.
 JU1289
 JU1289.The orthometric height was determined by differential leveling and
 JU1289.adjusted by the NATIONAL GEODETIC SURVEY
 JU1289.in June 1991.
 JU1289
 JU1289.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1289.GEOID18 height accuracy estimate available here.
 JU1289
 JU1289.Click photographs - Photos may exist for this station.
 JU1289
 JU1289.The dynamic height is computed by dividing the NAVD 88
 JU1289.geopotential number by the normal gravity value computed on the
 JU1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1289.degrees latitude (g = 980.6199 gals.).
 JU1289
 JU1289.The modeled gravity was interpolated from observed gravity values.
 JU1289
 JU1289;                    North         East    Units  Estimated Accuracy
 JU1289;SPC DE       -   128,800.      179,280.      MT  (+/- 180 meters Scaled)
 JU1289
 JU1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ432347(NAD 83)
 JU1289
 JU1289                          SUPERSEDED SURVEY CONTROL
 JU1289
 JU1289  NGVD 29 (11/26/84)   21.398  (m)           70.20   (f) ADJUSTED    2 0
 JU1289
 JU1289.Superseded values are not recommended for survey control.
 JU1289
 JU1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1289.See file dsdata.pdf to determine how the superseded data were derived.
 JU1289
 JU1289_MARKER: DB = BENCH MARK DISK
 JU1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1289_STAMPING: W 11 1942
 JU1289_MARK LOGO: CGS
 JU1289_PROJECTION: PROJECTING 8 CENTIMETERS
 JU1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1289+STABILITY: SURFACE MOTION
 JU1289
 JU1289  HISTORY     - Date     Condition        Report By
 JU1289  HISTORY     - 1942     MONUMENTED       CGS
 JU1289  HISTORY     - 1964     GOOD             CGS
 JU1289  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1289  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 JU1289
 JU1289                          STATION DESCRIPTION
 JU1289
 JU1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1289'0.7 MI W FROM PEARSON CORNER.
 JU1289'0.7 MILE WEST ALONG STATE HIGHWAY 44 FROM THE JUNCTION WITH
 JU1289'STATE HIGHWAY 8 AT PEARSON, ACROSS THE HIGHWAY FROM A SAWMILL.
 JU1289'83 FEET WEST OF POWER POLE NO. 178, 37 FEET NORTH OF THE
 JU1289'CENTERLINE OF THE HIGHWAY AND 20 FEET EAST OF THE CENTERLINE
 JU1289'OF DRIVEWAY TO HOUSE WITH LARGE CONFERS IN YARD.  A STANDARD
 JU1289'DISK IN THE TOP OF A CONCRETE POST AND PROJECTS 3 INCHES.
 JU1289
 JU1289                          STATION RECOVERY (1981)
 JU1289
 JU1289'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1289'MARK NOT FOUND.
 JU1289
 JU1289                          STATION RECOVERY (2001)
 JU1289
 JU1289'RECOVERY NOTE BY US POWER SQUADRON 2001 (RK)
 JU1289'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1262 ***********************************************************************
 JU1262  DESIGNATION -  W 12
 JU1262  PID         -  JU1262
 JU1262  STATE/COUNTY-  DE/KENT
 JU1262  COUNTRY     -  US
 JU1262  USGS QUAD   -  KENTON (2016)
 JU1262
 JU1262                         *CURRENT SURVEY CONTROL
 JU1262  ______________________________________________________________________
 JU1262* NAD 83(1986) POSITION- 39 13 20.     (N) 075 40 21.     (W)   SCALED
 JU1262* NAVD 88 ORTHO HEIGHT -    17.900 (meters)       58.73  (feet) ADJUSTED
 JU1262  ______________________________________________________________________
 JU1262  GEOID HEIGHT    -        -33.961 (meters)                     GEOID18
 JU1262  DYNAMIC HEIGHT  -         17.891 (meters)       58.70  (feet) COMP
 JU1262  MODELED GRAVITY -    980,099.5   (mgal)                       NAVD 88
 JU1262
 JU1262  VERT ORDER      -  SECOND    CLASS 0
 JU1262
 JU1262.The horizontal coordinates were scaled from a map and have
 JU1262.an estimated accuracy of +/- 6 seconds.
 JU1262
 JU1262.The orthometric height was determined by differential leveling and
 JU1262.adjusted by the NATIONAL GEODETIC SURVEY
 JU1262.in June 1991.
 JU1262
 JU1262.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1262.GEOID18 height accuracy estimate available here.
 JU1262
 JU1262.Click photographs - Photos may exist for this station.
 JU1262
 JU1262.The dynamic height is computed by dividing the NAVD 88
 JU1262.geopotential number by the normal gravity value computed on the
 JU1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1262.degrees latitude (g = 980.6199 gals.).
 JU1262
 JU1262.The modeled gravity was interpolated from observed gravity values.
 JU1262
 JU1262;                    North         East    Units  Estimated Accuracy
 JU1262;SPC DE       -   135,710.      177,910.      MT  (+/- 180 meters Scaled)
 JU1262
 JU1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ419416(NAD 83)
 JU1262
 JU1262                          SUPERSEDED SURVEY CONTROL
 JU1262
 JU1262  NGVD 29 (11/26/84)   18.138  (m)           59.51   (f) ADJUSTED    2 0
 JU1262
 JU1262.Superseded values are not recommended for survey control.
 JU1262
 JU1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1262.See file dsdata.pdf to determine how the superseded data were derived.
 JU1262
 JU1262_MARKER: DB = BENCH MARK DISK
 JU1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1262_STAMPING: W 12 1942
 JU1262_MARK LOGO: CGS
 JU1262_PROJECTION: PROJECTING 13 CENTIMETERS
 JU1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1262+STABILITY: SURFACE MOTION
 JU1262
 JU1262  HISTORY     - Date     Condition        Report By
 JU1262  HISTORY     - 1942     MONUMENTED       CGS
 JU1262  HISTORY     - 1964     GOOD             CGS
 JU1262  HISTORY     - 1981     GOOD             UDE
 JU1262  HISTORY     - 20101029 MARK NOT FOUND   DEDT
 JU1262  HISTORY     - 20110321 MARK NOT FOUND   DELCOS
 JU1262
 JU1262                          STATION DESCRIPTION
 JU1262
 JU1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1262'0.6 MI SW FROM KENTON.
 JU1262'0.55 MILE SOUTHWEST ALONG STATE HIGHWAY 300 FROM THE CROSSROADS
 JU1262'AT KENTON, AT THE RAILROAD CROSSING, 47 FEET NORTHWEST OF THE
 JU1262'CROSSING, 46 FEET NORTH OF THE CENTER OF THE HIGHWAY, 30 FEET
 JU1262'WEST OF THE WEST RAIL AND 20 FEET SOUTHEAST OF THE SOUTHEAST
 JU1262'CORNER OF A TWO-STORY HOUSE.  A STANDARD DISK IN THE TOP OF A
 JU1262'CONCRETE POST AND PROJECTS 5 INCHES.
 JU1262
 JU1262                          STATION RECOVERY (1981)
 JU1262
 JU1262'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1262'RECOVERED IN GOOD CONDITION.
 JU1262
 JU1262                          STATION RECOVERY (2010)
 JU1262
 JU1262'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (JC)
 JU1262'MARK NOT FOUND.
 JU1262
 JU1262                          STATION RECOVERY (2011)
 JU1262
 JU1262'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 JU1262'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1259 ***********************************************************************
 JU1259  DESIGNATION -  W 14
 JU1259  PID         -  JU1259
 JU1259  STATE/COUNTY-  DE/NEW CASTLE
 JU1259  COUNTRY     -  US
 JU1259  USGS QUAD   -  MIDDLETOWN (2016)
 JU1259
 JU1259                         *CURRENT SURVEY CONTROL
 JU1259  ______________________________________________________________________
 JU1259* NAD 83(1986) POSITION- 39 24 04.     (N) 075 40 34.     (W)   SCALED
 JU1259* NAVD 88 ORTHO HEIGHT -    18.408 (meters)       60.39  (feet) ADJUSTED
 JU1259  ______________________________________________________________________
 JU1259  GEOID HEIGHT    -        -33.619 (meters)                     GEOID18
 JU1259  DYNAMIC HEIGHT  -         18.399 (meters)       60.36  (feet) COMP
 JU1259  MODELED GRAVITY -    980,116.1   (mgal)                       NAVD 88
 JU1259
 JU1259  VERT ORDER      -  THIRD
 JU1259
 JU1259.The horizontal coordinates were scaled from a map and have
 JU1259.an estimated accuracy of +/- 6 seconds.
 JU1259
 JU1259.The orthometric height was determined by differential leveling and
 JU1259.adjusted by the NATIONAL GEODETIC SURVEY
 JU1259.in June 1991.
 JU1259
 JU1259.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1259.GEOID18 height accuracy estimate available here.
 JU1259
 JU1259.Click photographs - Photos may exist for this station.
 JU1259
 JU1259.The dynamic height is computed by dividing the NAVD 88
 JU1259.geopotential number by the normal gravity value computed on the
 JU1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1259.degrees latitude (g = 980.6199 gals.).
 JU1259
 JU1259.The modeled gravity was interpolated from observed gravity values.
 JU1259
 JU1259;                    North         East    Units  Estimated Accuracy
 JU1259;SPC DE       -   155,570.      177,650.      MT  (+/- 180 meters Scaled)
 JU1259
 JU1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ417615(NAD 83)
 JU1259
 JU1259                          SUPERSEDED SURVEY CONTROL
 JU1259
 JU1259  NGVD 29 (11/26/84)   18.645  (m)           61.17   (f) ADJUSTED    3 0
 JU1259
 JU1259.Superseded values are not recommended for survey control.
 JU1259
 JU1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1259.See file dsdata.pdf to determine how the superseded data were derived.
 JU1259
 JU1259_MARKER: DB = BENCH MARK DISK
 JU1259_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JU1259_STAMPING: W 14 1946
 JU1259_MARK LOGO: CGS
 JU1259_MAGNETIC: P = MARKER IS A STEEL PIPE
 JU1259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1259
 JU1259  HISTORY     - Date     Condition        Report By
 JU1259  HISTORY     - 1946     MONUMENTED       CGS
 JU1259
 JU1259                          STATION DESCRIPTION
 JU1259
 JU1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 JU1259'1 MI NE FROM TOWNSEND.
 JU1259'1.0 MILE NORTHEAST ALONG THE PINE TREE CORNERS ROAD FROM THE POST
 JU1259'OFFICE AT TOWNSEND, NEW CASTLE COUNTY, 0.3 MILE NORTHEAST OF
 JU1259'GINNS CORNERS, 25 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3
 JU1259'FEET EAST OF A FENCE CORNER, 2 FEET SOUTHEAST OF A WHITE WOODEN
 JU1259'WITNESS POST, AND NEAR A HEDGE ON THE NORTH.  A STANDARD DISK,
 JU1259'STAMPED W 14 1946 AND SET IN THE TOP OF A CONCRETE-FILLED
 JU1259'GALVANIZED-IRON PIPE PROJECTING 1 INCH ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1220 ***********************************************************************
 HU1220  DESIGNATION -  W 2 RESET
 HU1220  PID         -  HU1220
 HU1220  STATE/COUNTY-  DE/SUSSEX
 HU1220  COUNTRY     -  US
 HU1220  USGS QUAD   -  ELLENDALE (2016)
 HU1220
 HU1220                         *CURRENT SURVEY CONTROL
 HU1220  ______________________________________________________________________
 HU1220* NAD 83(1986) POSITION- 38 52 16.00   (N) 075 25 25.35   (W)   HD_HELD1
 HU1220* NAVD 88 ORTHO HEIGHT -    12.62  (+/-2cm)       41.4   (feet) VERTCON3
 HU1220  ______________________________________________________________________
 HU1220  GEOID HEIGHT    -        -35.372 (meters)                     GEOID18
 HU1220  VERT ORDER      -  THIRD (See Below)
 HU1220
 HU1220.The horizontal coordinates were determined by differentially corrected
 HU1220.hand held GPS observations or other comparable positioning techniques
 HU1220.and have an estimated accuracy of +/- 3 meters.
 HU1220
 HU1220.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1220
 HU1220.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1220.GEOID18 height accuracy estimate available here.
 HU1220
 HU1220.The vertical order pertains to the NGVD 29 superseded value.
 HU1220
 HU1220.Click photographs - Photos may exist for this station.
 HU1220
 HU1220;                    North         East    Units  Estimated Accuracy
 HU1220;SPC DE       -    96,697.0     199,388.9     MT  (+/- 3 meters HH1 GPS) 
 HU1220
 HU1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6324302559(NAD 83)
 HU1220
 HU1220                          SUPERSEDED SURVEY CONTROL
 HU1220
 HU1220  NGVD 29 (??/??/??)   12.86   (m)           42.2    (f) RESET       3  
 HU1220
 HU1220.Superseded values are not recommended for survey control.
 HU1220
 HU1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1220.See file dsdata.pdf to determine how the superseded data were derived.
 HU1220
 HU1220_MARKER: DV = VERTICAL CONTROL DISK
 HU1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1220_STAMPING: W 2 RESET 1977
 HU1220_MARK LOGO: NGS
 HU1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1220+STABILITY: SURFACE MOTION
 HU1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1220+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2022
 HU1220
 HU1220  HISTORY     - Date     Condition        Report By
 HU1220  HISTORY     - 1977     MONUMENTED       NGS
 HU1220  HISTORY     - 20060523 GOOD             USPSQD
 HU1220  HISTORY     - 20100625 GOOD             BECMOR
 HU1220  HISTORY     - 20120208 GOOD             DELCOS
 HU1220  HISTORY     - 20220501 GOOD             INDIV
 HU1220
 HU1220                          STATION DESCRIPTION
 HU1220
 HU1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 HU1220'IN LINCOLN FROM LINCOLN CITY.
 HU1220'LOCATED IN LINCOLN, JUST NORTH OF WHERE COUNTY ROAD 207 CROSSES THE
 HU1220'RAILROAD, 12 RAILS SOUTH OF RAILROAD MILE POST 11, 30 FEET NORTH
 HU1220'OF THE CENTER OF COUNTY ROAD 207, 22 FEET WEST OF THE CENTER OF A
 HU1220'PAVED ROAD, 33 FEET EAST OF THE CENTER OF THE RAILROAD TRACKS 2.5
 HU1220'FEET EAST OF A POWERLINE POLE NUMBERED LE 2 AND 2 FEET WEST OF A
 HU1220'WITNESS POST.
 HU1220
 HU1220                          STATION RECOVERY (2006)
 HU1220
 HU1220'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 HU1220'NO WITNESS POST FOUND. CHANGE POWERLINE POLE NUMBERS TO 51971 AND
 HU1220'11525.
 HU1220
 HU1220                          STATION RECOVERY (2010)
 HU1220
 HU1220'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 HU1220'RECOVERED IN GOOD CONDITION.
 HU1220
 HU1220                          STATION RECOVERY (2012)
 HU1220
 HU1220'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU1220'RECOVERED IN GOOD CONDITION.
 HU1220
 HU1220                          STATION RECOVERY (2022)
 HU1220
 HU1220'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2022 (CZ)
 HU1220'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3703 ***********************************************************************
 JU3703  DESIGNATION -  W 2 ST
 JU3703  PID         -  JU3703
 JU3703  STATE/COUNTY-  DE/NEW CASTLE
 JU3703  COUNTRY     -  US
 JU3703  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3703
 JU3703                         *CURRENT SURVEY CONTROL
 JU3703  ______________________________________________________________________
 JU3703* NAD 83(1991) POSITION- 39 44 33.76339(N) 075 33 42.98105(W)   ADJUSTED
 JU3703* NAVD 88 ORTHO HEIGHT -     9.    (meters)       30.    (feet) SCALED
 JU3703  ______________________________________________________________________
 JU3703  GEOID HEIGHT    -        -32.919 (meters)                     GEOID18
 JU3703  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 JU3703  HORZ ORDER      -  SECOND
 JU3703
 JU3703.The horizontal coordinates were established by classical geodetic methods
 JU3703.and adjusted by the National Geodetic Survey in January 1992.
 JU3703
 JU3703.The orthometric height was scaled from a topographic map.
 JU3703
 JU3703.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3703.GEOID18 height accuracy estimate available here.
 JU3703
 JU3703.Click photographs - Photos may exist for this station.
 JU3703
 JU3703.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3703
 JU3703. The following values were computed from the NAD 83(1991) position.
 JU3703
 JU3703;                    North         East     Units Scale Factor Converg.
 JU3703;SPC DE       -   193,472.899   187,548.246   MT  0.99999691   -0 05 34.4
 JU3703;SPC DE       -   634,752.34    615,314.54   sFT  0.99999691   -0 05 34.4
 JU3703;UTM  18      - 4,399,352.362   451,853.357   MT  0.99962854   -0 21 33.4
 JU3703
 JU3703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3703!SPC DE       -   1.00000380  x   0.99999691  =   1.00000071
 JU3703!UTM  18      -   1.00000380  x   0.99962854  =   0.99963234
 JU3703
 JU3703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5185399352(NAD 83)
 JU3703
 JU3703                          SUPERSEDED SURVEY CONTROL
 JU3703
 JU3703  NAD 83(1986)-  39 44 33.75964(N)    075 33 42.98775(W) AD(       ) 2
 JU3703  NAD 27      -  39 44 33.35000(N)    075 33 44.26600(W) AD(       ) 2
 JU3703
 JU3703.Superseded values are not recommended for survey control.
 JU3703
 JU3703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3703.See file dsdata.pdf to determine how the superseded data were derived.
 JU3703
 JU3703_MARKER: DE = TRAVERSE STATION DISK
 JU3703_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU3703_SP_SET: SIDEWALK
 JU3703_STAMPING: W 2 ST 1959
 JU3703_MARK LOGO: CGS
 JU3703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3703
 JU3703  HISTORY     - Date     Condition        Report By
 JU3703  HISTORY     - 1959     MONUMENTED       CGS
 JU3703  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU3703
 JU3703                          STATION DESCRIPTION
 JU3703
 JU3703'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU3703'STATION UNOCCUPIED.
 JU3703'
 JU3703'STATION IS LOCATED IN THE CITY OF WILMINGTON AT THE
 JU3703'INTERSECTION OF NORTH JACKSON STREET AND W 2ND
 JU3703'STREET.  STATION IS 30 FEET NORTH OF THE APPROXIMATE CENTER
 JU3703'OF INTERSECTION, 8.5 FEET SOUTH OF THE CORNER OF A SMALL
 JU3703'GROCERY STORE, 5.5 FEET NORTHEAST OF THE CURB OF W 2ND STREET
 JU3703'AND 5 FEET NORTHWEST OF THE CURB OF NORTH JACKSON
 JU3703'STREET.  STATION IS MARKED BY A STANDARD TRAVERSE STATION
 JU3703'DISK WHICH IS CEMENTED FLUSH IN A DRILL HOLE IN THE CONCRETE
 JU3703'SIDEWALK AND THE DISK IS STAMPED W 2 ST 1959.
 JU3703
 JU3703                          STATION RECOVERY (2013)
 JU3703
 JU3703'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3703'BELIEVED TO BE DESTROYED IN CONSTRUCTION OF HANDICAP ACCESIBLE
 JU3703'SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1775 ***********************************************************************
 JU1775  DESIGNATION -  W 21
 JU1775  PID         -  JU1775
 JU1775  STATE/COUNTY-  DE/NEW CASTLE
 JU1775  COUNTRY     -  US
 JU1775  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1775
 JU1775                         *CURRENT SURVEY CONTROL
 JU1775  ______________________________________________________________________
 JU1775* NAD 83(1986) POSITION- 39 43 39.6    (N) 075 32 15.6    (W)   HD_HELD2
 JU1775* NAVD 88 ORTHO HEIGHT -     1.500 (meters)        4.92  (feet) ADJUSTED
 JU1775  ______________________________________________________________________
 JU1775  GEOID HEIGHT    -        -32.977 (meters)                     GEOID18
 JU1775  DYNAMIC HEIGHT  -          1.500 (meters)        4.92  (feet) COMP
 JU1775  MODELED GRAVITY -    980,173.9   (mgal)                       NAVD 88
 JU1775
 JU1775  VERT ORDER      -  FIRST     CLASS II
 JU1775
 JU1775.The horizontal coordinates were established by autonomous hand held GPS
 JU1775.observations and have an estimated accuracy of +/- 10 meters.
 JU1775
 JU1775.The orthometric height was determined by differential leveling and
 JU1775.adjusted by the NATIONAL GEODETIC SURVEY
 JU1775.in June 1991.
 JU1775
 JU1775.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1775.GEOID18 height accuracy estimate available here.
 JU1775
 JU1775.Click photographs - Photos may exist for this station.
 JU1775
 JU1775.The dynamic height is computed by dividing the NAVD 88
 JU1775.geopotential number by the normal gravity value computed on the
 JU1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1775.degrees latitude (g = 980.6199 gals.).
 JU1775
 JU1775.The modeled gravity was interpolated from observed gravity values.
 JU1775
 JU1775;                    North         East    Units  Estimated Accuracy
 JU1775;SPC DE       -   191,799.      189,626.      MT  (+/- 10 meters HH2 GPS)
 JU1775
 JU1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5392397669(NAD 83)
 JU1775
 JU1775                          SUPERSEDED SURVEY CONTROL
 JU1775
 JU1775  NGVD 29 (01/10/92)    1.763  (m)            5.78   (f) ADJUSTED    1 2
 JU1775  NGVD 29 (??/??/87)    1.771  (m)            5.81   (f) SUPERSEDED  1 2
 JU1775
 JU1775.Superseded values are not recommended for survey control.
 JU1775
 JU1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1775.See file dsdata.pdf to determine how the superseded data were derived.
 JU1775
 JU1775_MARKER: DB = BENCH MARK DISK
 JU1775_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JU1775_SP_SET: CULVERT HEADWALL
 JU1775_STAMPING: W 21 1959
 JU1775_MARK LOGO: CGS
 JU1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1775+STABILITY: SURFACE MOTION
 JU1775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1775+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2014
 JU1775
 JU1775  HISTORY     - Date     Condition        Report By
 JU1775  HISTORY     - 1959     MONUMENTED       CGS
 JU1775  HISTORY     - 1965     GOOD             CGS
 JU1775  HISTORY     - 1979     GOOD             NGS
 JU1775  HISTORY     - 1980     GOOD             LOCSUR
 JU1775  HISTORY     - 1981     GOOD             UDE
 JU1775  HISTORY     - 1983     GOOD             LOCSUR
 JU1775  HISTORY     - 1989     GOOD             USPSQD
 JU1775  HISTORY     - 19930130 GOOD             USPSQD
 JU1775  HISTORY     - 20130711 GOOD             DELCOS
 JU1775  HISTORY     - 20140826 GOOD             JMTMD
 JU1775
 JU1775                          STATION DESCRIPTION
 JU1775
 JU1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU1775'0.8 MI SSE FROM WILMINGTON.
 JU1775'0.1 MILE SOUTH ON U.S. HIGHWAY 13 A FROM THE SOUTH END OF THE
 JU1775'3RD STREET BRIDGE IN WILMINGTON TO THE INTERSECTION OF S HEALD
 JU1775'AND COMMERCE STREETS WITH CHRISTIANA AVENUE.  KEEP STRAIGHT AHEAD,
 JU1775'SOUTH, ON CHRISTIANA AVENUE FOR 0.55 MILE TO A DOUBLE TRACK
 JU1775'CROSSING OF THE P.R.R.  IT IS 59 FEET NORTH OF THE NORTH RAIL
 JU1775'OF THE NORTH TRACK, 45 FEET EAST OF THE CENTERLINE OF CHRISTIANA
 JU1775'AVENUE, 18 FEET EAST-SOUTHEAST OF POWERLINE POLE NO. 1416E AND
 JU1775'SET IN A DRILLHOLE IN THE TOP OF THE SOUTH END OF THE EAST
 JU1775'HEADWALL OF AN 8-FOOT CONCRETE CULVERT AND ABOUT 4 FEET BELOW
 JU1775'THE LEVEL OF THE CROSSING.
 JU1775
 JU1775                          STATION RECOVERY (1979)
 JU1775
 JU1775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1775'RECOVERED IN GOOD CONDITION.
 JU1775
 JU1775                          STATION RECOVERY (1980)
 JU1775
 JU1775'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 JU1775'RECOVERED IN GOOD CONDITION.
 JU1775
 JU1775                          STATION RECOVERY (1981)
 JU1775
 JU1775'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1775'RECOVERED IN GOOD CONDITION.
 JU1775
 JU1775                          STATION RECOVERY (1983)
 JU1775
 JU1775'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 JU1775'RECOVERED IN GOOD CONDITION.
 JU1775
 JU1775                          STATION RECOVERY (1989)
 JU1775
 JU1775'RECOVERY NOTE BY US POWER SQUADRON 1989 (CT)
 JU1775'RECOVERED IN GOOD CONDITION.
 JU1775
 JU1775                          STATION RECOVERY (1993)
 JU1775
 JU1775'RECOVERY NOTE BY US POWER SQUADRON 1993 (BFC)
 JU1775'RECOVERED IN GOOD CONDITION.
 JU1775
 JU1775                          STATION RECOVERY (2013)
 JU1775
 JU1775'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1775'THE POLE MENTIONED IS NOW NUMBERED 48920-42731.
 JU1775
 JU1775                          STATION RECOVERY (2014)
 JU1775
 JU1775'RECOVERY NOTE BY JMT ENGINEERING 2014 (EAS)
 JU1775'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1670 ***********************************************************************
 JU1670  DESIGNATION -  W 22
 JU1670  PID         -  JU1670
 JU1670  STATE/COUNTY-  DE/NEW CASTLE
 JU1670  COUNTRY     -  US
 JU1670  USGS QUAD   -  NEWARK EAST (2016)
 JU1670
 JU1670                         *CURRENT SURVEY CONTROL
 JU1670  ______________________________________________________________________
 JU1670* NAD 83(1986) POSITION- 39 38 36.     (N) 075 43 33.     (W)   SCALED
 JU1670* NAVD 88 ORTHO HEIGHT -    19.885 (meters)       65.24  (feet) ADJUSTED
 JU1670  ______________________________________________________________________
 JU1670  GEOID HEIGHT    -        -33.032 (meters)                     GEOID18
 JU1670  DYNAMIC HEIGHT  -         19.876 (meters)       65.21  (feet) COMP
 JU1670  MODELED GRAVITY -    980,160.4   (mgal)                       NAVD 88
 JU1670
 JU1670  VERT ORDER      -  SECOND    CLASS 0
 JU1670
 JU1670.The horizontal coordinates were scaled from a map and have
 JU1670.an estimated accuracy of +/- 6 seconds.
 JU1670
 JU1670.The orthometric height was determined by differential leveling and
 JU1670.adjusted by the NATIONAL GEODETIC SURVEY
 JU1670.in June 1991.
 JU1670
 JU1670.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1670.GEOID18 height accuracy estimate available here.
 JU1670
 JU1670.Click photographs - Photos may exist for this station.
 JU1670
 JU1670.The dynamic height is computed by dividing the NAVD 88
 JU1670.geopotential number by the normal gravity value computed on the
 JU1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1670.degrees latitude (g = 980.6199 gals.).
 JU1670
 JU1670.The modeled gravity was interpolated from observed gravity values.
 JU1670
 JU1670;                    North         East    Units  Estimated Accuracy
 JU1670;SPC DE       -   182,480.      173,460.      MT  (+/- 180 meters Scaled)
 JU1670
 JU1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ377884(NAD 83)
 JU1670
 JU1670                          SUPERSEDED SURVEY CONTROL
 JU1670
 JU1670  NGVD 29 (11/26/84)   20.225  (m)           66.35   (f) ADJUSTED    2 0
 JU1670
 JU1670.Superseded values are not recommended for survey control.
 JU1670
 JU1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1670.See file dsdata.pdf to determine how the superseded data were derived.
 JU1670
 JU1670_MARKER: DB = BENCH MARK DISK
 JU1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1670_STAMPING: W 22 1959
 JU1670_MARK LOGO: CGS
 JU1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1670+STABILITY: SURFACE MOTION
 JU1670
 JU1670  HISTORY     - Date     Condition        Report By
 JU1670  HISTORY     - 1959     MONUMENTED       CGS
 JU1670  HISTORY     - 1975     GOOD             LOCENG
 JU1670  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1670  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1670
 JU1670                          STATION DESCRIPTION
 JU1670
 JU1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1670'4 MI SW FROM CHRISTIANA.
 JU1670'3.95 MILES SOUTHWEST ALONG OLD BALTIMORE PIKE FROM THE JUNCTION
 JU1670'OF STATE HIGHWAYS 7 AND 273 AT CHRISTIANA, 0.55 MILE NORTHEAST
 JU1670'OF THE JUNCTION OF COOCH BRIDGE ROAD LEADING NORTHWEST, 0.35
 JU1670'MILE NORTHEAST OF THE CROSSING OF PENNSYLVANIA RAILROAD (ONE TRACK),
 JU1670'0.25 MILE NORTHEAST OF THE INTERSECTION OF PURGATORY SWAMP ROAD,
 JU1670'22 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 JU1670'SOUTH-SOUTHEAST OF A WIRE FENCE, 3 FEET WEST-SOUTHWEST OF POWER
 JU1670'LINE POLE 8, 166 FEET WEST-SOUTHWEST OF THE CENTER LINE OF A
 JU1670'DRIVE LEADING NORTH-NORTHWEST TO A FARM, 243 FEET EAST-NORTHEAST
 JU1670'OF THE CENTER LINE OF A DRIVE LEADING NORTH-NORTHWEST TO A FARM,
 JU1670'ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A CONCRETE POST
 JU1670'PROJECTING 3 INCHES.  NOTE-- THIS MARK CAN BE REACHED BY GOING
 JU1670'ABOUT 1.15 MILE SOUTH ALONG STATE HIGHWAY 896 FROM THE CENTER OF
 JU1670'THE HIGHWAY BRIDGE (OVERPASS) OVER THE PENNSYLVANIA RAILROAD IN
 JU1670'THE SOUTH PART OF NEWARK, THENCE ABOUT 1.25 MILES SOUTHEAST ALONG
 JU1670'COOCH BRIDGE ROAD, THENCE ABOUT 0.55 MILE NORTHEAST ALONG OLD
 JU1670'BALTIMORE PIKE.
 JU1670
 JU1670                          STATION RECOVERY (1975)
 JU1670
 JU1670'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JU1670'PURGATORY SWAMP RD IS NOW BETTER KNOWN AS DEL ROUTE NO. 72 OR CHAPEL
 JU1670'ST.
 JU1670
 JU1670                          STATION RECOVERY (1981)
 JU1670
 JU1670'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1670'MARK NOT FOUND.
 JU1670
 JU1670                          STATION RECOVERY (2013)
 JU1670
 JU1670'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1670'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0382 ***********************************************************************
 HU0382  DESIGNATION -  W 27
 HU0382  PID         -  HU0382
 HU0382  STATE/COUNTY-  DE/SUSSEX
 HU0382  COUNTRY     -  US
 HU0382  USGS QUAD   -  ASSAWOMAN BAY (2016)
 HU0382
 HU0382                         *CURRENT SURVEY CONTROL
 HU0382  ______________________________________________________________________
 HU0382* NAD 83(1986) POSITION- 38 27 24.     (N) 075 03 09.     (W)   SCALED
 HU0382* NAVD 88 ORTHO HEIGHT -     1.002 (meters)        3.29  (feet) ADJUSTED
 HU0382  ______________________________________________________________________
 HU0382  GEOID HEIGHT    -        -35.918 (meters)                     GEOID18
 HU0382  DYNAMIC HEIGHT  -          1.002 (meters)        3.29  (feet) COMP
 HU0382  MODELED GRAVITY -    980,019.9   (mgal)                       NAVD 88
 HU0382
 HU0382  VERT ORDER      -  SECOND    CLASS 0
 HU0382
 HU0382.The horizontal coordinates were scaled from a map and have
 HU0382.an estimated accuracy of +/- 6 seconds.
 HU0382
 HU0382.The orthometric height was determined by differential leveling and
 HU0382.adjusted by the NATIONAL GEODETIC SURVEY
 HU0382.in June 1991.
 HU0382
 HU0382.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0382.GEOID18 height accuracy estimate available here.
 HU0382
 HU0382.Click photographs - Photos may exist for this station.
 HU0382
 HU0382.The dynamic height is computed by dividing the NAVD 88
 HU0382.geopotential number by the normal gravity value computed on the
 HU0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0382.degrees latitude (g = 980.6199 gals.).
 HU0382
 HU0382.The modeled gravity was interpolated from observed gravity values.
 HU0382
 HU0382;                    North         East    Units  Estimated Accuracy
 HU0382;SPC DE       -    50,750.      231,790.      MT  (+/- 180 meters Scaled)
 HU0382
 HU0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH954564(NAD 83)
 HU0382
 HU0382                          SUPERSEDED SURVEY CONTROL
 HU0382
 HU0382  NGVD 29 (11/26/84)    1.240  (m)            4.07   (f) ADJUSTED    2 0
 HU0382
 HU0382.Superseded values are not recommended for survey control.
 HU0382
 HU0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0382.See file dsdata.pdf to determine how the superseded data were derived.
 HU0382
 HU0382_MARKER: DB = BENCH MARK DISK
 HU0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0382_STAMPING: W 27 1962
 HU0382_MARK LOGO: CGS
 HU0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0382+STABILITY: SURFACE MOTION
 HU0382
 HU0382  HISTORY     - Date     Condition        Report By
 HU0382  HISTORY     - 1962     MONUMENTED       CGS
 HU0382  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0382  HISTORY     - 20031229 MARK NOT FOUND   USPSQD
 HU0382  HISTORY     - 20060523 MARK NOT FOUND   GEOCAC
 HU0382
 HU0382                          STATION DESCRIPTION
 HU0382
 HU0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0382'5.6 MI S FROM BETHANY BEACH.
 HU0382'5.65 MILES SOUTH ON STATE HIGHWAY 14 FROM ITS JUNCTION WITH STATE
 HU0382'HIGHWAY 26 IN BETHANY BEACH OR 0.3 MILE NORTH ON STATE HIGHWAY 14
 HU0382'FROM THE DELAWARE AND MARYLAND STATE LINE ON FENWICK ISLAND.  59
 HU0382'FEET SOUTH OF THE CENTER LINE OF ATLANTIC STREET ON FENWICK
 HU0382'ISLAND.  59 FEET SOUTH OF THE CENTER LINE OF ATLANTIC STREET ON
 HU0382'FENWICK ISLAND, 50 FEET WEST OF THE CENTER LINE OF HIGHWAY 14,
 HU0382'3 FEET NORTH OF A POWER LINE POLE NO. 163, 2 FEET SOUTH OF A
 HU0382'WOODEN WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.  SET IN THE
 HU0382'TOP OF A 10 INCH TILE FILLED WITH CONCRETE PROJECTING 6 INCHES.
 HU0382
 HU0382                          STATION RECOVERY (1981)
 HU0382
 HU0382'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0382'A NEW CURVE AND SEWER HAVE BEEN PUT IN. A CANAL ALSO HAS BEEN PUT IN
 HU0382'RECENTLY. POSSIBLY DESTROYED IN CONST.
 HU0382
 HU0382                          STATION RECOVERY (2003)
 HU0382
 HU0382'RECOVERY NOTE BY US POWER SQUADRON 2003 (KPM)
 HU0382'MARK NOT FOUND.
 HU0382
 HU0382                          STATION RECOVERY (2006)
 HU0382
 HU0382'RECOVERY NOTE BY GEOCACHING 2006 (EK)
 HU0382'AREA OF MARK APPEAERS TO BE UNDER PAVED PARKING LOT OF FENWICK TOWN
 HU0382'VILLAGE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2682 ***********************************************************************
 HU2682  DESIGNATION -  W 28 RESET
 HU2682  PID         -  HU2682
 HU2682  STATE/COUNTY-  DE/SUSSEX
 HU2682  COUNTRY     -  US
 HU2682  USGS QUAD   -  FRANKFORD (2016)
 HU2682
 HU2682                         *CURRENT SURVEY CONTROL
 HU2682  ______________________________________________________________________
 HU2682* NAD 83(2011) POSITION- 38 33 23.07432(N) 075 12 11.54472(W)   ADJUSTED
 HU2682* NAD 83(2011) ELLIP HT-   -33.675 (meters)        (12/20/17)   ADJUSTED
 HU2682* NAD 83(2011) EPOCH   -  2010.00
 HU2682* NAVD 88 ORTHO HEIGHT -     2.10  (meters)        6.9   (feet) RESET
 HU2682  ______________________________________________________________________
 HU2682  GEOID HEIGHT    -        -35.773 (meters)                     GEOID18
 HU2682  NAD 83(2011) X  -  1,275,462.268 (meters)                     COMP
 HU2682  NAD 83(2011) Y  - -4,828,525.185 (meters)                     COMP
 HU2682  NAD 83(2011) Z  -  3,953,907.041 (meters)                     COMP
 HU2682  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 HU2682  VERT ORDER      -  THIRD
 HU2682
 HU2682  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU2682  Standards:
 HU2682         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU2682            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU2682  -------------------------------------------------------------------
 HU2682  NETWORK    0.77   0.78           0.34   0.28   0.40     -0.15461531
 HU2682  -------------------------------------------------------------------
 HU2682  Click here for local accuracies and other accuracy information.
 HU2682
 HU2682.The horizontal coordinates were established by GPS observations
 HU2682.and adjusted by the MASER CONSULTING in December 2017.
 HU2682
 HU2682.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU2682.been affixed to the stable North American tectonic plate. See 
 HU2682.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU2682
 HU2682.The horizontal coordinates are valid at the epoch date displayed above
 HU2682.which is a decimal equivalence of Year/Month/Day.
 HU2682
 HU2682.The orthometric height was computed from unverified reset data.
 HU2682
 HU2682.No vertical observational check was made to the station.
 HU2682
 HU2682.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2682.GEOID18 height accuracy estimate available here.
 HU2682
 HU2682.Click photographs - Photos may exist for this station.
 HU2682
 HU2682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU2682
 HU2682.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2682
 HU2682.The ellipsoidal height was determined by GPS observations
 HU2682.and is referenced to NAD 83.
 HU2682
 HU2682. The following values were computed from the NAD 83(2011) position.
 HU2682
 HU2682;                    North         East     Units Scale Factor Converg.
 HU2682;SPC DE       -    61,783.726   218,606.074   MT  0.99999926   +0 07 59.0
 HU2682;SPC DE       -   202,702.11    717,210.09   sFT  0.99999926   +0 07 59.0
 HU2682;UTM  18      - 4,267,572.316   482,294.613   MT  0.99960386   -0 07 36.0
 HU2682
 HU2682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2682!SPC DE       -   1.00000528  x   0.99999926  =   1.00000454
 HU2682!UTM  18      -   1.00000528  x   0.99960386  =   0.99960914
 HU2682
 HU2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8229467572(NAD 83)
 HU2682
 HU2682                          SUPERSEDED SURVEY CONTROL
 HU2682
 HU2682  NGVD 29 (05/17/01)    2.34   (m)            7.7    (f) RESET       3  
 HU2682
 HU2682.Superseded values are not recommended for survey control.
 HU2682
 HU2682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2682.See file dsdata.pdf to determine how the superseded data were derived.
 HU2682
 HU2682_MARKER: DV = VERTICAL CONTROL DISK
 HU2682_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HU2682_SP_SET: ABUTMENT
 HU2682_STAMPING: W 28 RESET 1990
 HU2682_MARK LOGO: NGS
 HU2682_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU2682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU2682+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2013
 HU2682
 HU2682  HISTORY     - Date     Condition        Report By
 HU2682  HISTORY     - 1990     MONUMENTED       NGS
 HU2682  HISTORY     - 19901030 GOOD             NGS
 HU2682  HISTORY     - 20120210 GOOD             DELCOS
 HU2682  HISTORY     - 20131024 GOOD             DELCOS
 HU2682
 HU2682                          STATION DESCRIPTION
 HU2682
 HU2682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 HU2682'6.8 KM (4.2 MI) WESTERLY ALONG STATE HIGHWAY 26 FROM THE JUNCTION OF
 HU2682'STATE HIGHWAY 17 IN MILLVILLE, IN TOP OF AND 0.5 M (1.6 FT) NORTH OF
 HU2682'THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE
 HU2682'SPANNING VINES CREEK, 8.7 M (28.5 FT) EAST OF AND LEVEL WITH THE
 HU2682'HIGHWAY CENTERLINE.
 HU2682
 HU2682                          STATION RECOVERY (2012)
 HU2682
 HU2682'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU2682'RECOVERED IN GOOD CONDITION.
 HU2682
 HU2682                          STATION RECOVERY (2013)
 HU2682
 HU2682'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 HU2682'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0205 ***********************************************************************
 HU0205  DESIGNATION -  W 29
 HU0205  PID         -  HU0205
 HU0205  STATE/COUNTY-  DE/SUSSEX
 HU0205  COUNTRY     -  US
 HU0205  USGS QUAD   -  LEWES (2016)
 HU0205
 HU0205                         *CURRENT SURVEY CONTROL
 HU0205  ______________________________________________________________________
 HU0205* NAD 83(1986) POSITION- 38 47 03.     (N) 075 14 25.     (W)   SCALED
 HU0205* NAVD 88 ORTHO HEIGHT -     3.841 (meters)       12.60  (feet) ADJUSTED
 HU0205  ______________________________________________________________________
 HU0205  GEOID HEIGHT    -        -35.599 (meters)                     GEOID18
 HU0205  DYNAMIC HEIGHT  -          3.838 (meters)       12.59  (feet) COMP
 HU0205  MODELED GRAVITY -    980,036.3   (mgal)                       NAVD 88
 HU0205
 HU0205  VERT ORDER      -  SECOND    CLASS 0
 HU0205
 HU0205.The horizontal coordinates were scaled from a map and have
 HU0205.an estimated accuracy of +/- 6 seconds.
 HU0205
 HU0205.The orthometric height was determined by differential leveling and
 HU0205.adjusted by the NATIONAL GEODETIC SURVEY
 HU0205.in June 1991.
 HU0205
 HU0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0205.GEOID18 height accuracy estimate available here.
 HU0205
 HU0205.Click photographs - Photos may exist for this station.
 HU0205
 HU0205.The dynamic height is computed by dividing the NAVD 88
 HU0205.geopotential number by the normal gravity value computed on the
 HU0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0205.degrees latitude (g = 980.6199 gals.).
 HU0205
 HU0205.The modeled gravity was interpolated from observed gravity values.
 HU0205
 HU0205;                    North         East    Units  Estimated Accuracy
 HU0205;SPC DE       -    87,060.      215,330.      MT  (+/- 180 meters Scaled)
 HU0205
 HU0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH791928(NAD 83)
 HU0205
 HU0205                          SUPERSEDED SURVEY CONTROL
 HU0205
 HU0205  NGVD 29 (11/26/84)    4.079  (m)           13.38   (f) ADJUSTED    2 0
 HU0205
 HU0205.Superseded values are not recommended for survey control.
 HU0205
 HU0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0205.See file dsdata.pdf to determine how the superseded data were derived.
 HU0205
 HU0205_MARKER: DB = BENCH MARK DISK
 HU0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0205_STAMPING: W 29 1962
 HU0205_MARK LOGO: CGS
 HU0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0205+STABILITY: SURFACE MOTION
 HU0205
 HU0205  HISTORY     - Date     Condition        Report By
 HU0205  HISTORY     - 1962     MONUMENTED       CGS
 HU0205  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU0205
 HU0205                          STATION DESCRIPTION
 HU0205
 HU0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0205'3.6 MI NW FROM NASSAU.
 HU0205'3.55 MILES NORTHWEST ON STATE HIGHWAY 14 FROM THE CROSSING OF THE
 HU0205'PENNSYLVANIA RAILROAD AT NASSAU, 87 FEET SOUTHWEST OF THE CENTER
 HU0205'LINE OF HIGHWAY 14, 77 FEET EAST AND ACROSS BLACKTOPPED ROAD
 HU0205'NO. 258 FROM POWER LINE POLE, 46 FEET SOUTHEAST OF THE CENTER
 HU0205'LINE OF ROAD 258, 2 FEET NORTHWEST OF THE NORTHWEST EDGE OF WOODS,
 HU0205'1.5 FEET SOUTHWEST OF A WOODEN WITNESS POST AND ABOUT LEVEL
 HU0205'WITH THE HIGHWAY.  SET IN THE TOP OF A CONCRETE POST PROJECTING
 HU0205'2 INCHES.
 HU0205
 HU0205                          STATION RECOVERY (2012)
 HU0205
 HU0205'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0205'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0206 ***********************************************************************
 HU0206  DESIGNATION -  W 29 RESET
 HU0206  PID         -  HU0206
 HU0206  STATE/COUNTY-  DE/SUSSEX
 HU0206  COUNTRY     -  US
 HU0206  USGS QUAD   -  LEWES (2016)
 HU0206
 HU0206                         *CURRENT SURVEY CONTROL
 HU0206  ______________________________________________________________________
 HU0206* NAD 83(1986) POSITION- 38 47 02.6    (N) 075 14 26.4    (W)   HD_HELD2
 HU0206* NAVD 88 ORTHO HEIGHT -     4.11  (meters)       13.5   (feet) RESET
 HU0206  ______________________________________________________________________
 HU0206  GEOID HEIGHT    -        -35.599 (meters)                     GEOID18
 HU0206  VERT ORDER      -  THIRD
 HU0206
 HU0206.The horizontal coordinates were established by autonomous hand held GPS
 HU0206.observations and have an estimated accuracy of +/- 10 meters.
 HU0206
 HU0206.The orthometric height was computed from unverified reset data.
 HU0206
 HU0206.No vertical observational check was made to the station.
 HU0206
 HU0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0206.GEOID18 height accuracy estimate available here.
 HU0206
 HU0206.Click photographs - Photos may exist for this station.
 HU0206
 HU0206;                    North         East    Units  Estimated Accuracy
 HU0206;SPC DE       -    87,048.      215,292.      MT  (+/- 10 meters HH2 GPS)
 HU0206
 HU0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7909792840(NAD 83)
 HU0206
 HU0206                          SUPERSEDED SURVEY CONTROL
 HU0206
 HU0206  NGVD 29 (??/??/??)    4.34   (m)           14.2    (f) RESET       3  
 HU0206
 HU0206.Superseded values are not recommended for survey control.
 HU0206
 HU0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0206.See file dsdata.pdf to determine how the superseded data were derived.
 HU0206
 HU0206_MARKER: DB = BENCH MARK DISK
 HU0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0206_STAMPING: W 29 RESET 1965
 HU0206_MARK LOGO: CGS
 HU0206_PROJECTION: FLUSH
 HU0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0206+STABILITY: SURFACE MOTION
 HU0206
 HU0206  HISTORY     - Date     Condition        Report By
 HU0206  HISTORY     - 1965     MONUMENTED       DEDHT
 HU0206  HISTORY     - 1981     GOOD             UDE
 HU0206  HISTORY     - 1984     GOOD             NGS
 HU0206  HISTORY     - 20120210 GOOD             DELCOS
 HU0206
 HU0206                          STATION DESCRIPTION
 HU0206
 HU0206'DESCRIBED BY DE DEPT OF HIGHWAYS 1965
 HU0206'3.6 MI NW FROM NASSAU.
 HU0206'3.55 MILES NORTHWEST ON STATE HIGHWAY 14 FROM THE CROSSING OF
 HU0206'THE PENNSYLVANIA RAILROAD AT NASSAU.  170 FT WEST OF THE PRESENT
 HU0206'CENTERLINE OF ROUTE 14 (NORTH BOUND LANE OF PROPOSED DUAL) AND ON
 HU0206'THE NORTH SIDE OF COUNTY ROAD 258 WHICH LEADS WEST, DISK SET IN
 HU0206'8 IN X 8 IN CONCRETE MONUMENT FLUSH WITH EXISTING GROUND.
 HU0206'MONUMENT IS SET 24 FT OFF CENTERLINE OF SURFACE TREATED COUNTY
 HU0206'ROAD 258 AND IS APPX. 1 1/2 FT ABOVE ITS SURFACE AND IS OPPOSITE
 HU0206'STATION 222+50 CONT. 65-01-002.  A WITNESS POST PAINTED WHITE IS
 HU0206'SET 2.50 FT EAST OF BENCH MARK.
 HU0206
 HU0206                          STATION RECOVERY (1981)
 HU0206
 HU0206'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0206'RECOVERED IN GOOD CONDITION.
 HU0206
 HU0206                          STATION RECOVERY (1984)
 HU0206
 HU0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HU0206'A NEW HIGHWAY HAS NOW BEEN CONSTRUCTED NEAR THIS MARK AND NEW TIES TO
 HU0206'THE NEW HIGHWAY FOLLOW THE BENCH MARK IS 47.2 METERS (155 FT) WEST
 HU0206'FROM THE CENTER OF THE NORTH BOUND LANE OF STATE HIGHWAY 14, 24.7
 HU0206'METERS (81 FT) WEST FROM THE CENTER OF THE SOUTH BOUND LANE AND 23.5
 HU0206'METERS (77 FT) NORTH FROM THE SOUTH EDGE OF DELAWARE ROAD NUMBER 258.
 HU0206
 HU0206                          STATION RECOVERY (2012)
 HU0206
 HU0206'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0206'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3753 ***********************************************************************
 JU3753  DESIGNATION -  W 3 ST
 JU3753  PID         -  JU3753
 JU3753  STATE/COUNTY-  DE/NEW CASTLE
 JU3753  COUNTRY     -  US
 JU3753  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3753
 JU3753                         *CURRENT SURVEY CONTROL
 JU3753  ______________________________________________________________________
 JU3753* NAD 83(1991) POSITION- 39 44 37.15631(N) 075 33 40.67435(W)   ADJUSTED
 JU3753* NAVD 88 ORTHO HEIGHT -    11.    (meters)       36.    (feet) SCALED
 JU3753  ______________________________________________________________________
 JU3753  GEOID HEIGHT    -        -32.917 (meters)                     GEOID18
 JU3753  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 JU3753  HORZ ORDER      -  SECOND
 JU3753
 JU3753.The horizontal coordinates were established by classical geodetic methods
 JU3753.and adjusted by the National Geodetic Survey in January 1992.
 JU3753
 JU3753.The orthometric height was scaled from a topographic map.
 JU3753
 JU3753.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3753.GEOID18 height accuracy estimate available here.
 JU3753
 JU3753.Click photographs - Photos may exist for this station.
 JU3753
 JU3753.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3753
 JU3753. The following values were computed from the NAD 83(1991) position.
 JU3753
 JU3753;                    North         East     Units Scale Factor Converg.
 JU3753;SPC DE       -   193,577.453   187,603.336   MT  0.99999689   -0 05 32.9
 JU3753;SPC DE       -   635,095.36    615,495.28   sFT  0.99999689   -0 05 32.9
 JU3753;UTM  18      - 4,399,456.620   451,908.911   MT  0.99962847   -0 21 32.0
 JU3753
 JU3753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3753!SPC DE       -   1.00000349  x   0.99999689  =   1.00000038
 JU3753!UTM  18      -   1.00000349  x   0.99962847  =   0.99963196
 JU3753
 JU3753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5190899456(NAD 83)
 JU3753
 JU3753                          SUPERSEDED SURVEY CONTROL
 JU3753
 JU3753  NAD 83(1986)-  39 44 37.15252(N)    075 33 40.68102(W) AD(       ) 2
 JU3753  NAD 27      -  39 44 36.74300(N)    075 33 41.96000(W) AD(       ) 2
 JU3753
 JU3753.Superseded values are not recommended for survey control.
 JU3753
 JU3753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3753.See file dsdata.pdf to determine how the superseded data were derived.
 JU3753
 JU3753_MARKER: DE = TRAVERSE STATION DISK
 JU3753_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU3753_SP_SET: SIDEWALK
 JU3753_STAMPING: W 3 ST 1959
 JU3753_MARK LOGO: CGS
 JU3753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3753
 JU3753  HISTORY     - Date     Condition        Report By
 JU3753  HISTORY     - 1959     MONUMENTED       CGS
 JU3753  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU3753
 JU3753                          STATION DESCRIPTION
 JU3753
 JU3753'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU3753'STATION UNOCCUPIED.
 JU3753'
 JU3753'STATION IS LOCATED IN THE CITY OF WILMINGTON AT THE
 JU3753'INTERSECTION OF NORTH JACKSON STREET AND WEST 3RD
 JU3753'STREET.  STATION IS 23 FEET NORTHWEST OF THE APPROXIMATE
 JU3753'CENTER OF N. JACKSON STREET, 18 FEET SOUTHWEST OF THE
 JU3753'APPROXIMATE CENTER OF W. 3RD STREET, 9 FEET SOUTHEAST OF FIRE
 JU3753'HYDRANT AND 8.5 FEET EAST OF THE CORNER OF A BRICK
 JU3753'BUILDING.  THE STATION IS MARKED BY A STANDARD TRAVERSE
 JU3753'STATION DISK WHICH IS CEMENTED FLUSH IN A DRILL HOLE IN THE
 JU3753'CONCRETE SIDEWALK AND THE DISK IS STAMPED W. 3 ST 1959.
 JU3753
 JU3753                          STATION RECOVERY (2013)
 JU3753
 JU3753'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3753'BELIEVED TO BE DESTROYED IN CONSTRUCTION OF HANDICAP ACCESIBLE
 JU3753'SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0751 ***********************************************************************
 HU0751  DESIGNATION -  W 33
 HU0751  PID         -  HU0751
 HU0751  STATE/COUNTY-  DE/SUSSEX
 HU0751  COUNTRY     -  US
 HU0751  USGS QUAD   -  GREENWOOD (2016)
 HU0751
 HU0751                         *CURRENT SURVEY CONTROL
 HU0751  ______________________________________________________________________
 HU0751* NAD 83(1986) POSITION- 38 46 17.     (N) 075 36 00.     (W)   SCALED
 HU0751* NAVD 88 ORTHO HEIGHT -    13.170 (meters)       43.21  (feet) ADJUSTED
 HU0751  ______________________________________________________________________
 HU0751  GEOID HEIGHT    -        -35.423 (meters)                     GEOID18
 HU0751  DYNAMIC HEIGHT  -         13.162 (meters)       43.18  (feet) COMP
 HU0751  MODELED GRAVITY -    980,027.8   (mgal)                       NAVD 88
 HU0751
 HU0751  VERT ORDER      -  FIRST     CLASS I
 HU0751
 HU0751.The horizontal coordinates were scaled from a map and have
 HU0751.an estimated accuracy of +/- 6 seconds.
 HU0751
 HU0751.The orthometric height was determined by differential leveling and
 HU0751.adjusted by the NATIONAL GEODETIC SURVEY
 HU0751.in June 1991.
 HU0751
 HU0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0751.GEOID18 height accuracy estimate available here.
 HU0751
 HU0751.Click photographs - Photos may exist for this station.
 HU0751
 HU0751.The dynamic height is computed by dividing the NAVD 88
 HU0751.geopotential number by the normal gravity value computed on the
 HU0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0751.degrees latitude (g = 980.6199 gals.).
 HU0751
 HU0751.The modeled gravity was interpolated from observed gravity values.
 HU0751
 HU0751;                    North         East    Units  Estimated Accuracy
 HU0751;SPC DE       -    85,640.      184,070.      MT  (+/- 180 meters Scaled)
 HU0751
 HU0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH478915(NAD 83)
 HU0751
 HU0751                          SUPERSEDED SURVEY CONTROL
 HU0751
 HU0751  NGVD 29 (11/26/84)   13.417  (m)           44.02   (f) ADJUSTED    1 1
 HU0751
 HU0751.Superseded values are not recommended for survey control.
 HU0751
 HU0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0751.See file dsdata.pdf to determine how the superseded data were derived.
 HU0751
 HU0751_MARKER: DB = BENCH MARK DISK
 HU0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0751_STAMPING: W 33 1963
 HU0751_MARK LOGO: CGS
 HU0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0751+STABILITY: SURFACE MOTION
 HU0751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0751+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1990
 HU0751
 HU0751  HISTORY     - Date     Condition        Report By
 HU0751  HISTORY     - 1963     MONUMENTED       CGS
 HU0751  HISTORY     - 1981     GOOD             UDE
 HU0751  HISTORY     - 19901031 GOOD             NGS
 HU0751
 HU0751                          STATION DESCRIPTION
 HU0751
 HU0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0751'2 MI N FROM BRIDGEVILLE.
 HU0751'2.05 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0751'AT BRIDGEVILLE, ABOUT 2.45 MILES SOUTH ALONG THE PENNSYLVANIA
 HU0751'RAILROAD FROM THE STATION AT GREENWOOD, ABOUT 115 YARDS NORTH OF
 HU0751'MILEPOST 75, 53 FEET EAST OF EAST RAIL, 105 FEET SOUTH-SOUTHEAST
 HU0751'OF THE EAST END OF A 4-FOOT STEEL PIPE CULVERT UNDER RAILROAD,
 HU0751'3 1/2 FEET NORTH OF POWER POLE IG 37, 1.5 FEET SOUTH OF A STEEL
 HU0751'WITNESS POST, ABOUT LEVEL WITH TRACK, AND SET IN THE TOP OF A
 HU0751'CONCRETE POST PROJECTING 2 INCHES.
 HU0751
 HU0751                          STATION RECOVERY (1981)
 HU0751
 HU0751'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0751'RECOVERED IN GOOD CONDITION.
 HU0751
 HU0751                          STATION RECOVERY (1990)
 HU0751
 HU0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0751'3.3 KM (2.1 MI) NORTHERLY ALONG THE CONRAIL RAILROAD FROM THE
 HU0751'INTERSECTION OF STATE HIGHWAY 404 IN BRIDGEVILLE, 0.2 KM (0.1 MI)
 HU0751'SOUTH OF A FIELD ROAD CROSSING, 32.0 M (105.0 FT) SOUTH OF THE EAST
 HU0751'END OF A 48-INCH STEEL PIPE CULVERT, 16.2 M (53.1 FT) EAST OF THE
 HU0751'NEAR RAIL, 2.0 M (6.6 FT) NORTH OF UTILITY POLE NUMBER DLH 370, 0.5 M
 HU0751'(1.6 FT) BELOW THE LEVEL OF THE TRACKS, 0.3 M (1.0 FT) SOUTH OF A
 HU0751'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 HU0751'GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1089 ***********************************************************************
 JU1089  DESIGNATION -  W 34
 JU1089  PID         -  JU1089
 JU1089  STATE/COUNTY-  DE/KENT
 JU1089  COUNTRY     -  US
 JU1089  USGS QUAD   -  SMYRNA (2016)
 JU1089
 JU1089                         *CURRENT SURVEY CONTROL
 JU1089  ______________________________________________________________________
 JU1089* NAD 83(1986) POSITION- 39 15 48.     (N) 075 37 00.     (W)   SCALED
 JU1089* NAVD 88 ORTHO HEIGHT -    14.331 (meters)       47.02  (feet) ADJUSTED
 JU1089  ______________________________________________________________________
 JU1089  GEOID HEIGHT    -        -33.929 (meters)                     GEOID18
 JU1089  DYNAMIC HEIGHT  -         14.323 (meters)       46.99  (feet) COMP
 JU1089  MODELED GRAVITY -    980,104.8   (mgal)                       NAVD 88
 JU1089
 JU1089  VERT ORDER      -  FIRST     CLASS I
 JU1089
 JU1089.The horizontal coordinates were scaled from a map and have
 JU1089.an estimated accuracy of +/- 6 seconds.
 JU1089
 JU1089.The orthometric height was determined by differential leveling and
 JU1089.adjusted by the NATIONAL GEODETIC SURVEY
 JU1089.in June 1991.
 JU1089
 JU1089.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1089.GEOID18 height accuracy estimate available here.
 JU1089
 JU1089.Click photographs - Photos may exist for this station.
 JU1089
 JU1089.The dynamic height is computed by dividing the NAVD 88
 JU1089.geopotential number by the normal gravity value computed on the
 JU1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1089.degrees latitude (g = 980.6199 gals.).
 JU1089
 JU1089.The modeled gravity was interpolated from observed gravity values.
 JU1089
 JU1089;                    North         East    Units  Estimated Accuracy
 JU1089;SPC DE       -   140,260.      182,740.      MT  (+/- 180 meters Scaled)
 JU1089
 JU1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ468461(NAD 83)
 JU1089
 JU1089                          SUPERSEDED SURVEY CONTROL
 JU1089
 JU1089  NGVD 29 (11/26/84)   14.570  (m)           47.80   (f) ADJUSTED    1 1
 JU1089
 JU1089.Superseded values are not recommended for survey control.
 JU1089
 JU1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1089.See file dsdata.pdf to determine how the superseded data were derived.
 JU1089
 JU1089_MARKER: DB = BENCH MARK DISK
 JU1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1089_STAMPING: W 34 1963
 JU1089_MARK LOGO: CGS
 JU1089_PROJECTION: PROJECTING 5 CENTIMETERS
 JU1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1089+STABILITY: SURFACE MOTION
 JU1089
 JU1089  HISTORY     - Date     Condition        Report By
 JU1089  HISTORY     - 1963     MONUMENTED       CGS
 JU1089  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1089  HISTORY     - 20040410 POOR             DEDHT
 JU1089  HISTORY     - 20120320 GOOD             DELCOS
 JU1089
 JU1089                          STATION DESCRIPTION
 JU1089
 JU1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1089'2.2 MI S FROM CLAYTON.
 JU1089'2.25 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1089'CROSSING OF STATE HIGHWAY 6 AT CLAYTON, AT MILEPOST 39, 180
 JU1089'FEET NORTHEAST AND ACROSS TRACK FROM THE MILEPOST, 47.5 FEET
 JU1089'NORTHEAST OF THE CENTER OF A FARM ROAD CROSSING, 81 FEET
 JU1089'SOUTH OF POWER POLE DH DC 850, 36 FEET EAST OF THE EAST RAIL,
 JU1089'8 FEET NORTH OF THE SOUTHWEST CORNER OF AN ELECTRIC FENCE,
 JU1089'1.5 FEET SOUTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH
 JU1089'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JU1089
 JU1089                          STATION RECOVERY (1981)
 JU1089
 JU1089'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1089'MARK NOT FOUND.
 JU1089
 JU1089                          STATION RECOVERY (2004)
 JU1089
 JU1089'RECOVERY NOTE BY DE DEPT OF HIGHWAYS 2004 (JRC)
 JU1089'MARK RECOVERED IN POOR CONDITION.
 JU1089
 JU1089                          STATION RECOVERY (2012)
 JU1089
 JU1089'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1089'MONUMENT IS TILTED AND CHIPPED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0034 ***********************************************************************
 HU0034  DESIGNATION -  W 35
 HU0034  PID         -  HU0034
 HU0034  STATE/COUNTY-  DE/KENT
 HU0034  COUNTRY     -  US
 HU0034  USGS QUAD   -  MILFORD (2016)
 HU0034
 HU0034                         *CURRENT SURVEY CONTROL
 HU0034  ______________________________________________________________________
 HU0034* NAD 83(1986) POSITION- 38 55 40.     (N) 075 26 12.     (W)   SCALED
 HU0034* NAVD 88 ORTHO HEIGHT -    11.720 (meters)       38.45  (feet) ADJUSTED
 HU0034  ______________________________________________________________________
 HU0034  GEOID HEIGHT    -        -35.248 (meters)                     GEOID18
 HU0034  DYNAMIC HEIGHT  -         11.713 (meters)       38.43  (feet) COMP
 HU0034  MODELED GRAVITY -    980,044.2   (mgal)                       NAVD 88
 HU0034
 HU0034  VERT ORDER      -  FIRST     CLASS I
 HU0034
 HU0034.The horizontal coordinates were scaled from a map and have
 HU0034.an estimated accuracy of +/- 6 seconds.
 HU0034
 HU0034.The orthometric height was determined by differential leveling and
 HU0034.adjusted by the NATIONAL GEODETIC SURVEY
 HU0034.in June 1991.
 HU0034
 HU0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0034.GEOID18 height accuracy estimate available here.
 HU0034
 HU0034.Click photographs - Photos may exist for this station.
 HU0034
 HU0034.The dynamic height is computed by dividing the NAVD 88
 HU0034.geopotential number by the normal gravity value computed on the
 HU0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0034.degrees latitude (g = 980.6199 gals.).
 HU0034
 HU0034.The modeled gravity was interpolated from observed gravity values.
 HU0034
 HU0034;                    North         East    Units  Estimated Accuracy
 HU0034;SPC DE       -   102,990.      198,270.      MT  (+/- 180 meters Scaled)
 HU0034
 HU0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ621088(NAD 83)
 HU0034
 HU0034                          SUPERSEDED SURVEY CONTROL
 HU0034
 HU0034  NGVD 29 (11/26/84)   11.964  (m)           39.25   (f) ADJUSTED    1 1
 HU0034
 HU0034.Superseded values are not recommended for survey control.
 HU0034
 HU0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0034.See file dsdata.pdf to determine how the superseded data were derived.
 HU0034
 HU0034_MARKER: DB = BENCH MARK DISK
 HU0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0034_STAMPING: W 35 1963
 HU0034_MARK LOGO: CGS
 HU0034_PROJECTION: PROJECTING 5 CENTIMETERS
 HU0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0034+STABILITY: SURFACE MOTION
 HU0034
 HU0034  HISTORY     - Date     Condition        Report By
 HU0034  HISTORY     - 1963     MONUMENTED       CGS
 HU0034  HISTORY     - 20020615 MARK NOT FOUND   USPSQD
 HU0034
 HU0034                          STATION DESCRIPTION
 HU0034
 HU0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0034'1.2 MI NE FROM MILFORD.
 HU0034'ABOUT 1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 113 FROM THE CROSSING
 HU0034'OF THE PENNSYLVANIA RAILROAD AT MILFORD, THENCE 0.2 MILE NORTHWEST
 HU0034'ALONG A BLACK TOP ROAD, AT THE WEST CORNER OF A METAL HANGAR, 27.5
 HU0034'FEET NORTHEAST OF CENTERLINE OF ROAD, 17 FEET SOUTHWEST OF THE WEST
 HU0034'CORNER OF THE HANGAR, 6 1/2 FEET NORTHEAST OF A 14-INCH CHERRY TREE,
 HU0034'2 FEET SOUTHEAST OF A FENCE LINE, 1.5 FEET NORTHEAST OF A STEEL
 HU0034'WITNESS POST, ABOUT LEVEL WITH ROAD, AND SET IN THE TOP OF A CONCRETE
 HU0034'POST PROJECTING 2 INCHES.  THIS MARK IS LOCATED AT THE MILFORD
 HU0034'AIRPARK.
 HU0034
 HU0034                          STATION RECOVERY (2002)
 HU0034
 HU0034'RECOVERY NOTE BY US POWER SQUADRON 2002 (BT)
 HU0034'NO AIRPLANE HANGER
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2478 ***********************************************************************
 JU2478  DESIGNATION -  W 36 RESET
 JU2478  PID         -  JU2478
 JU2478  STATE/COUNTY-  DE/KENT
 JU2478  COUNTRY     -  US
 JU2478  USGS QUAD   -  LITTLE CREEK (2016)
 JU2478
 JU2478                         *CURRENT SURVEY CONTROL
 JU2478  ______________________________________________________________________
 JU2478* NAD 83(1986) POSITION- 39 10 00.21   (N) 075 28 35.52   (W)   HD_HELD1
 JU2478* NAVD 88 ORTHO HEIGHT -     3.044 (meters)        9.99  (feet) ADJUSTED
 JU2478  ______________________________________________________________________
 JU2478  GEOID HEIGHT    -        -34.433 (meters)                     GEOID18
 JU2478  DYNAMIC HEIGHT  -          3.042 (meters)        9.98  (feet) COMP
 JU2478  MODELED GRAVITY -    980,088.1   (mgal)                       NAVD 88
 JU2478
 JU2478  VERT ORDER      -  FIRST     CLASS II
 JU2478
 JU2478.The horizontal coordinates were determined by differentially corrected
 JU2478.hand held GPS observations or other comparable positioning techniques
 JU2478.and have an estimated accuracy of +/- 3 meters.
 JU2478
 JU2478.The orthometric height was determined by differential leveling and
 JU2478.adjusted by the NATIONAL GEODETIC SURVEY
 JU2478.in January 2013.
 JU2478
 JU2478.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2478.GEOID18 height accuracy estimate available here.
 JU2478
 JU2478.Click photographs - Photos may exist for this station.
 JU2478
 JU2478.The dynamic height is computed by dividing the NAVD 88
 JU2478.geopotential number by the normal gravity value computed on the
 JU2478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2478.degrees latitude (g = 980.6199 gals.).
 JU2478
 JU2478.The modeled gravity was interpolated from observed gravity values.
 JU2478
 JU2478;                    North         East    Units  Estimated Accuracy
 JU2478;SPC DE       -   129,516.3     194,826.2     MT  (+/- 3 meters HH1 GPS) 
 JU2478
 JU2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5883335386(NAD 83)
 JU2478
 JU2478                          SUPERSEDED SURVEY CONTROL
 JU2478
 JU2478  NGVD 29 (??/??/??)    3.28   (m)           10.8    (f) RESET       3  
 JU2478
 JU2478.Superseded values are not recommended for survey control.
 JU2478
 JU2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2478.See file dsdata.pdf to determine how the superseded data were derived.
 JU2478
 JU2478_MARKER: DV = VERTICAL CONTROL DISK
 JU2478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2478_STAMPING: W 36 RESET 1976
 JU2478_MARK LOGO: NGS
 JU2478_PROJECTION: RECESSED 21 CENTIMETERS
 JU2478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2478+STABILITY: SURFACE MOTION
 JU2478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU2478+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2021
 JU2478
 JU2478  HISTORY     - Date     Condition        Report By
 JU2478  HISTORY     - 1976     MONUMENTED       NGS
 JU2478  HISTORY     - 19990820 GOOD             USPSQD
 JU2478  HISTORY     - 20100124 GOOD             BECMOR
 JU2478  HISTORY     - 20111020 GOOD             USFWS
 JU2478  HISTORY     - 20210303 GOOD             USPSQD
 JU2478
 JU2478                          STATION DESCRIPTION
 JU2478
 JU2478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 JU2478'2.5 MI E FROM DOVER.
 JU2478'2.5  MILES EAST OF DOVER, ON THE NORTH SIDE OF STATE HIGHWAY 8
 JU2478'AND JUST EAST OF A T-INTERSECTION. TO REACH FROM THE INTERSECTION
 JU2478'OF U.S. HIGHWAY 13 AND STATE HIGHWAY 8 IN DOVER, GO EAST ON STATE
 JU2478'HIGHWAY 8 FOR 2.05 MILES TO A SIDE ROAD LEFT JUST AFTER CROSSING
 JU2478'A SMALL STREAM AND THE MARK JUST EAST OF THE INTERSECTION. THE
 JU2478'MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH ROUND CONCRETE
 JU2478'MONUMENT WHICH IS FLUSH WITH THE SURFACE. IT IS 153 FEET EAST OF A
 JU2478'T-INTERSECTION OF A POWERLINE, 122 FEET EAST OF THE CENTER OF LONG
 JU2478'POINT ROAD, 27.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 8, 4.3
 JU2478'FEET SOUTH OF A POWERLINE POLE AND 3.5 FEET NORTH OF A GUY ANCHOR.
 JU2478
 JU2478                          STATION RECOVERY (1999)
 JU2478
 JU2478'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU2478'RECOVERED IN GOOD CONDITION.
 JU2478
 JU2478                          STATION RECOVERY (2010)
 JU2478
 JU2478'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU2478'RECOVERED IN GOOD CONDITION.
 JU2478
 JU2478                          STATION RECOVERY (2011)
 JU2478
 JU2478'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2011 (MJH)
 JU2478'RECOVERED AS DESCRIBED.
 JU2478
 JU2478                          STATION RECOVERY (2021)
 JU2478
 JU2478'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 JU2478'DESIGNATION IS POORLY STAMPED MAKING IT HARD TO READ.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0030 ***********************************************************************
 HU0030  DESIGNATION -  W 37
 HU0030  PID         -  HU0030
 HU0030  STATE/COUNTY-  DE/KENT
 HU0030  COUNTRY     -  US
 HU0030  USGS QUAD   -  MILFORD (2016)
 HU0030
 HU0030                         *CURRENT SURVEY CONTROL
 HU0030  ______________________________________________________________________
 HU0030* NAD 83(2011) POSITION- 38 55 07.23591(N) 075 28 27.04308(W)   ADJUSTED
 HU0030* NAD 83(2011) ELLIP HT-   -23.934 (meters)        (12/20/17)   ADJUSTED
 HU0030* NAD 83(2011) EPOCH   -  2010.00
 HU0030* NAVD 88 ORTHO HEIGHT -    11.300 (meters)       37.07  (feet) ADJUSTED
 HU0030  ______________________________________________________________________
 HU0030  GEOID HEIGHT    -        -35.234 (meters)                     GEOID18
 HU0030  NAD 83(2011) X  -  1,246,302.465 (meters)                     COMP
 HU0030  NAD 83(2011) Y  - -4,810,150.210 (meters)                     COMP
 HU0030  NAD 83(2011) Z  -  3,985,281.815 (meters)                     COMP
 HU0030  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 HU0030  DYNAMIC HEIGHT  -         11.293 (meters)       37.05  (feet) COMP
 HU0030  MODELED GRAVITY -    980,042.8   (mgal)                       NAVD 88
 HU0030
 HU0030  VERT ORDER      -  FIRST     CLASS I
 HU0030
 HU0030  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU0030  Standards:
 HU0030         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU0030            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU0030  -------------------------------------------------------------------
 HU0030  NETWORK    0.45   0.59           0.19   0.18   0.30      0.05279591
 HU0030  -------------------------------------------------------------------
 HU0030  Click here for local accuracies and other accuracy information.
 HU0030
 HU0030.The horizontal coordinates were established by GPS observations
 HU0030.and adjusted by the MASER CONSULTING in December 2017.
 HU0030
 HU0030.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU0030.been affixed to the stable North American tectonic plate. See 
 HU0030.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU0030
 HU0030.The horizontal coordinates are valid at the epoch date displayed above
 HU0030.which is a decimal equivalence of Year/Month/Day.
 HU0030
 HU0030.The orthometric height was determined by differential leveling and
 HU0030.adjusted by the NATIONAL GEODETIC SURVEY
 HU0030.in June 1991.
 HU0030
 HU0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0030.GEOID18 height accuracy estimate available here.
 HU0030
 HU0030.Click photographs - Photos may exist for this station.
 HU0030
 HU0030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU0030
 HU0030.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU0030
 HU0030.The ellipsoidal height was determined by GPS observations
 HU0030.and is referenced to NAD 83.
 HU0030
 HU0030.The dynamic height is computed by dividing the NAVD 88
 HU0030.geopotential number by the normal gravity value computed on the
 HU0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0030.degrees latitude (g = 980.6199 gals.).
 HU0030
 HU0030.The modeled gravity was interpolated from observed gravity values.
 HU0030
 HU0030. The following values were computed from the NAD 83(2011) position.
 HU0030
 HU0030;                    North         East     Units Scale Factor Converg.
 HU0030;SPC DE       -   101,978.940   195,012.272   MT  0.99999531   -0 02 10.1
 HU0030;SPC DE       -   334,575.91    639,802.76   sFT  0.99999531   -0 02 10.1
 HU0030;UTM  18      - 4,307,858.967   458,892.980   MT  0.99962081   -0 17 52.4
 HU0030
 HU0030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0030!SPC DE       -   1.00000376  x   0.99999531  =   0.99999907
 HU0030!UTM  18      -   1.00000376  x   0.99962081  =   0.99962456
 HU0030
 HU0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5889207858(NAD 83)
 HU0030
 HU0030                          SUPERSEDED SURVEY CONTROL
 HU0030
 HU0030  NGVD 29 (11/26/84)   11.544  (m)           37.87   (f) ADJUSTED    1 1
 HU0030
 HU0030.Superseded values are not recommended for survey control.
 HU0030
 HU0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0030.See file dsdata.pdf to determine how the superseded data were derived.
 HU0030
 HU0030_MARKER: DB = BENCH MARK DISK
 HU0030_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 HU0030_STAMPING: W 37 1963
 HU0030_MARK LOGO: CGS
 HU0030_PROJECTION: FLUSH
 HU0030_MAGNETIC: I = MARKER IS A STEEL ROD
 HU0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0030+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2011
 HU0030
 HU0030  HISTORY     - Date     Condition        Report By
 HU0030  HISTORY     - 1963     MONUMENTED       CGS
 HU0030  HISTORY     - 20020615 GOOD             USPSQD
 HU0030  HISTORY     - 20081110 GOOD             OPUS
 HU0030  HISTORY     - 20100417 GOOD             BECMOR
 HU0030  HISTORY     - 20111121 GOOD             DELCOS
 HU0030
 HU0030                          STATION DESCRIPTION
 HU0030
 HU0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0030'2.2 MI W FROM MILFORD.
 HU0030'ABOUT 2.25 MILES NORTHWEST AND WEST ALONG THE PENNSYLVANIA RAILROAD
 HU0030'FROM THE STATION AT MILFORD, ABOUT 0.1 MILE WEST OF MILEPOST 6, AT
 HU0030'A BLACK TOP ROAD CROSSING, AT THE SOUTHWEST CORNER OF A FENCE
 HU0030'SURROUNDING A POWER SUB-STATION, 63 FEET NORTHEAST OF THE CENTER OF
 HU0030'THE CROSSING, 49.5 FEET NORTH OF NORTH RAIL, 44.5 FEET EAST OF
 HU0030'CENTERLINE OF ROAD, 2 FEET SOUTHEAST OF THE SOUTHWEST FENCE CORNER,
 HU0030'1.5 FEET SOUTH OF FENCE LINE, 1.5 FEET WEST OF A STEEL WITNESS POST,
 HU0030'ABOUT LEVEL WITH TRACK, AND IS A DISK ON TOP OF A COPPER COATED STEEL
 HU0030'ROD PROJECTING 1 INCH ABOVE GROUND AND PROTECTED BY A 6-INCH TILE
 HU0030'WHICH PROJECTS 2 INCHES.  THE ROD WAS DRIVEN TO A DEPTH OF 72 FEET.
 HU0030
 HU0030                          STATION RECOVERY (2002)
 HU0030
 HU0030'RECOVERY NOTE BY US POWER SQUADRON 2002 (BT)
 HU0030'RECOVERED IN GOOD CONDITION.
 HU0030
 HU0030                          STATION RECOVERY (2008)
 HU0030
 HU0030'RECOVERY NOTE BY OPUS SHARED SOLUTIONS 2008 (OPS)
 HU0030'RECOVERED IN GOOD CONDITION.
 HU0030
 HU0030                          STATION RECOVERY (2010)
 HU0030
 HU0030'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 HU0030'RECOVERED IN GOOD CONDITION.
 HU0030
 HU0030                          STATION RECOVERY (2011)
 HU0030
 HU0030'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 HU0030'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1913 ***********************************************************************
 JU1913  DESIGNATION -  W 38
 JU1913  PID         -  JU1913
 JU1913  STATE/COUNTY-  DE/NEW CASTLE
 JU1913  COUNTRY     -  US
 JU1913  USGS QUAD   -  NEWARK EAST (2016)
 JU1913
 JU1913                         *CURRENT SURVEY CONTROL
 JU1913  ______________________________________________________________________
 JU1913* NAD 83(1986) POSITION- 39 38 46.     (N) 075 37 53.     (W)   SCALED
 JU1913* NAVD 88 ORTHO HEIGHT -    14.531 (meters)       47.67  (feet) ADJUSTED
 JU1913  ______________________________________________________________________
 JU1913  GEOID HEIGHT    -        -33.080 (meters)                     GEOID18
 JU1913  DYNAMIC HEIGHT  -         14.524 (meters)       47.65  (feet) COMP
 JU1913  MODELED GRAVITY -    980,158.1   (mgal)                       NAVD 88
 JU1913
 JU1913  VERT ORDER      -  FIRST     CLASS I
 JU1913
 JU1913.The horizontal coordinates were scaled from a map and have
 JU1913.an estimated accuracy of +/- 6 seconds.
 JU1913
 JU1913.The orthometric height was determined by differential leveling and
 JU1913.adjusted by the NATIONAL GEODETIC SURVEY
 JU1913.in June 1991.
 JU1913
 JU1913.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1913.GEOID18 height accuracy estimate available here.
 JU1913
 JU1913.Click photographs - Photos may exist for this station.
 JU1913
 JU1913.The dynamic height is computed by dividing the NAVD 88
 JU1913.geopotential number by the normal gravity value computed on the
 JU1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1913.degrees latitude (g = 980.6199 gals.).
 JU1913
 JU1913.The modeled gravity was interpolated from observed gravity values.
 JU1913
 JU1913;                    North         East    Units  Estimated Accuracy
 JU1913;SPC DE       -   182,760.      181,570.      MT  (+/- 180 meters Scaled)
 JU1913
 JU1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ458886(NAD 83)
 JU1913
 JU1913                          SUPERSEDED SURVEY CONTROL
 JU1913
 JU1913  NGVD 29 (11/26/84)   14.775  (m)           48.47   (f) ADJUSTED    1 1
 JU1913
 JU1913.Superseded values are not recommended for survey control.
 JU1913
 JU1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1913.See file dsdata.pdf to determine how the superseded data were derived.
 JU1913
 JU1913_MARKER: DB = BENCH MARK DISK
 JU1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1913_STAMPING: W 38 1963
 JU1913_MARK LOGO: CGS
 JU1913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1913+STABILITY: SURFACE MOTION
 JU1913_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1913+SATELLITE: SATELLITE OBSERVATIONS - November 07, 1990
 JU1913
 JU1913  HISTORY     - Date     Condition        Report By
 JU1913  HISTORY     - 1963     MONUMENTED       CGS
 JU1913  HISTORY     - 1964     GOOD             CGS
 JU1913  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU1913  HISTORY     - 1980     GOOD             LOCSUR
 JU1913  HISTORY     - 19891128 MARK NOT FOUND   USGS
 JU1913  HISTORY     - 19901107 GOOD             NGS
 JU1913  HISTORY     - 20100414 MARK NOT FOUND   DEDNR
 JU1913  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1913
 JU1913                          STATION DESCRIPTION
 JU1913
 JU1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1913'0.7 MI SW FROM STATE ROAD.
 JU1913'0.7 MILE SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1913'UNDERPASS OF U.S. HIGHWAY 13 UNDER THE TRACK AT STATE ROAD,
 JU1913'ABOUT 0.25 MILE NORTHEAST OF MILEPOST 10, AT THE SOUTHWEST END
 JU1913'OF A RAILROAD FILL, 32.5 FEET SOUTHEAST OF SOUTHEAST RAIL, 1.5
 JU1913'FEET NORTHEAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH TRACK,
 JU1913'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 JU1913
 JU1913                          STATION RECOVERY (1979)
 JU1913
 JU1913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1913'NOT RECOVERED, VERY POOR DESCRIPTION.
 JU1913
 JU1913                          STATION RECOVERY (1980)
 JU1913
 JU1913'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 JU1913'RECOVERED IN GOOD CONDITION.
 JU1913
 JU1913                          STATION RECOVERY (1989)
 JU1913
 JU1913'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989
 JU1913'MARK NOT FOUND.
 JU1913
 JU1913                          STATION RECOVERY (1990)
 JU1913
 JU1913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU1913'8.2 KM (5.1 MI) EASTERLY ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF
 JU1913'STATE HIGHWAY 896 IN GLASGOW, THENCE 0.5 KM (0.3 MI) SOUTHERLY ALONG
 JU1913'STATE HIGHWAY 7, THENCE 3.2 KM (2.0 MI) NORTHEASTERLY ALONG THE
 JU1913'CONRAIL RAILROAD, 105.5 M (346.1 FT) SOUTHWEST OF UNDERGROUND CABLE
 JU1913'WARNING POST NUMBER 108, 9.9 M (32.5 FT) SOUTHEAST OF THE NEAR RAIL,
 JU1913'0.8 M (2.6 FT) NORTHEAST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE
 JU1913'LEVEL OF THE TRACKS, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT)
 JU1913'BELOW THE GROUND SURFACE.
 JU1913
 JU1913                          STATION RECOVERY (2010)
 JU1913
 JU1913'RECOVERY NOTE BY DELAWARE DEPARTMENT OF NATURAL 2010 (DSS)
 JU1913'MARK NOT FOUND.
 JU1913
 JU1913                          STATION RECOVERY (2013)
 JU1913
 JU1913'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1913'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1919 ***********************************************************************
 JU1919  DESIGNATION -  W 39
 JU1919  PID         -  JU1919
 JU1919  STATE/COUNTY-  DE/NEW CASTLE
 JU1919  COUNTRY     -  US
 JU1919  USGS QUAD   -  SAINT GEORGES (2016)
 JU1919
 JU1919                         *CURRENT SURVEY CONTROL
 JU1919  ______________________________________________________________________
 JU1919* NAD 83(1986) POSITION- 39 36 29.     (N) 075 41 19.     (W)   SCALED
 JU1919* NAVD 88 ORTHO HEIGHT -    23.482 (meters)       77.04  (feet) ADJUSTED
 JU1919  ______________________________________________________________________
 JU1919  GEOID HEIGHT    -        -33.113 (meters)                     GEOID18
 JU1919  DYNAMIC HEIGHT  -         23.471 (meters)       77.00  (feet) COMP
 JU1919  MODELED GRAVITY -    980,155.2   (mgal)                       NAVD 88
 JU1919
 JU1919  VERT ORDER      -  FIRST     CLASS I
 JU1919
 JU1919.The horizontal coordinates were scaled from a map and have
 JU1919.an estimated accuracy of +/- 6 seconds.
 JU1919
 JU1919.The orthometric height was determined by differential leveling and
 JU1919.adjusted by the NATIONAL GEODETIC SURVEY
 JU1919.in June 1991.
 JU1919
 JU1919.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1919.GEOID18 height accuracy estimate available here.
 JU1919
 JU1919.Click photographs - Photos may exist for this station.
 JU1919
 JU1919.The dynamic height is computed by dividing the NAVD 88
 JU1919.geopotential number by the normal gravity value computed on the
 JU1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1919.degrees latitude (g = 980.6199 gals.).
 JU1919
 JU1919.The modeled gravity was interpolated from observed gravity values.
 JU1919
 JU1919;                    North         East    Units  Estimated Accuracy
 JU1919;SPC DE       -   178,550.      176,650.      MT  (+/- 180 meters Scaled)
 JU1919
 JU1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ408844(NAD 83)
 JU1919
 JU1919                          SUPERSEDED SURVEY CONTROL
 JU1919
 JU1919  NGVD 29 (11/26/84)   23.721  (m)           77.82   (f) ADJUSTED    1 1
 JU1919
 JU1919.Superseded values are not recommended for survey control.
 JU1919
 JU1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1919.See file dsdata.pdf to determine how the superseded data were derived.
 JU1919
 JU1919_MARKER: DB = BENCH MARK DISK
 JU1919_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU1919_STAMPING: W 39 1963
 JU1919_MARK LOGO: CGS
 JU1919_PROJECTION: FLUSH
 JU1919_MAGNETIC: I = MARKER IS A STEEL ROD
 JU1919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1919
 JU1919  HISTORY     - Date     Condition        Report By
 JU1919  HISTORY     - 1963     MONUMENTED       CGS
 JU1919  HISTORY     - 1971     GOOD             NGS
 JU1919  HISTORY     - 1979     MARK NOT FOUND   NGS
 JU1919
 JU1919                          STATION DESCRIPTION
 JU1919
 JU1919'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1919'2.6 MI NE FROM KIRKWOOD.
 JU1919'2.55 MILES NORTH AND NORTHEAST ALONG THE PENNSYLVANIA RAILROAD
 JU1919'FROM THE CROSSING OF STATE HIGHWAY 71 AT KIRKWOOD, AT A POINT
 JU1919'WHERE A SPUR TRACK LEADS NORTH, 20 FEET WEST OF WEST RAIL OF
 JU1919'SPUR TRACK, 36.8 FEET NORTHWEST OF NORTHWEST RAIL OF MAIN
 JU1919'TRACK, 99 FEET NORTH-NORTHWEST OF A FROG POINT FOR SPUR TRACK,
 JU1919'139 FEET SOUTHEAST OF SOUTH CORNER OF A LONG 1 STORY CONCRETE
 JU1919'BLOCK BUILDING HOUSING A CONCRETE PRODUCTS PLANT, 2 FEET
 JU1919'NORTHEAST OF A TELEPHONE POLE, 1 1/2 FEET SOUTHWEST OF A STEEL
 JU1919'WITNESS POST, ABOUT LEVEL WITH TRACK, AND IS A DISK ON TOP
 JU1919'OF A COPPER COATED STEEL ROD FLUSH WITH GROUND AND PROTECTED BY
 JU1919'A 6-INCH TILE WHICH PROJECTS 1 INCH.  THE ROD WAS DRIVE TO
 JU1919'REFUSAL AT A DEPTH OF 40 FEET.
 JU1919
 JU1919                          STATION RECOVERY (1971)
 JU1919
 JU1919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JU1919'RECOVERED IN GOOD CONDITION.
 JU1919
 JU1919                          STATION RECOVERY (1979)
 JU1919
 JU1919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1919'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0157 ***********************************************************************
 HU0157  DESIGNATION -  W 4
 HU0157  PID         -  HU0157
 HU0157  STATE/COUNTY-  DE/SUSSEX
 HU0157  COUNTRY     -  US
 HU0157  USGS QUAD   -  MILLSBORO (2016)
 HU0157
 HU0157                         *CURRENT SURVEY CONTROL
 HU0157  ______________________________________________________________________
 HU0157* NAD 83(1986) POSITION- 38 34 11.     (N) 075 16 04.     (W)   SCALED
 HU0157* NAVD 88 ORTHO HEIGHT -     7.562 (meters)       24.81  (feet) ADJUSTED
 HU0157  ______________________________________________________________________
 HU0157  GEOID HEIGHT    -        -35.757 (meters)                     GEOID18
 HU0157  DYNAMIC HEIGHT  -          7.557 (meters)       24.79  (feet) COMP
 HU0157  MODELED GRAVITY -    980,021.1   (mgal)                       NAVD 88
 HU0157
 HU0157  VERT ORDER      -  SECOND    CLASS 0
 HU0157
 HU0157.The horizontal coordinates were scaled from a map and have
 HU0157.an estimated accuracy of +/- 6 seconds.
 HU0157
 HU0157.The orthometric height was determined by differential leveling and
 HU0157.adjusted by the NATIONAL GEODETIC SURVEY
 HU0157.in June 1991.
 HU0157
 HU0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0157.GEOID18 height accuracy estimate available here.
 HU0157
 HU0157.Click photographs - Photos may exist for this station.
 HU0157
 HU0157.The dynamic height is computed by dividing the NAVD 88
 HU0157.geopotential number by the normal gravity value computed on the
 HU0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0157.degrees latitude (g = 980.6199 gals.).
 HU0157
 HU0157.The modeled gravity was interpolated from observed gravity values.
 HU0157
 HU0157;                    North         East    Units  Estimated Accuracy
 HU0157;SPC DE       -    63,250.      212,980.      MT  (+/- 180 meters Scaled)
 HU0157
 HU0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH766690(NAD 83)
 HU0157
 HU0157                          SUPERSEDED SURVEY CONTROL
 HU0157
 HU0157  NGVD 29 (11/26/84)    7.804  (m)           25.60   (f) ADJUSTED    2 0
 HU0157
 HU0157.Superseded values are not recommended for survey control.
 HU0157
 HU0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0157.See file dsdata.pdf to determine how the superseded data were derived.
 HU0157
 HU0157_MARKER: DB = BENCH MARK DISK
 HU0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0157_STAMPING: W 4 1935
 HU0157_MARK LOGO: CGS
 HU0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0157+STABILITY: SURFACE MOTION
 HU0157
 HU0157  HISTORY     - Date     Condition        Report By
 HU0157  HISTORY     - 1935     MONUMENTED       CGS
 HU0157  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0157  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU0157
 HU0157                          STATION DESCRIPTION
 HU0157
 HU0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HU0157'2.1 MI N FROM DAGSBORO.
 HU0157'2.1 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0157'AT DAGSBORO, SUSSEX COUNTY, 0.5 MILE NORTH OF MILEPOST 11, 95 FEET
 HU0157'NORTHEAST OF A TWO-STORY FRAME HOUSE, AT A ROAD CROSSING, 40 FEET
 HU0157'NORTHWEST OF THE CENTER OF THE CROSSING, 35 FEET NORTH OF THE
 HU0157'CENTERLINE OF THE ROAD, 20 FEET WEST OF THE CENTERLINE OF THE
 HU0157'TRACK, AND 1 FOOT ABOVE THE TOP OF THE RAIL.  A STANDARD DISK,
 HU0157'STAMPED W 4 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HU0157'4 INCHES ABOVE GROUND.
 HU0157
 HU0157                          STATION RECOVERY (1981)
 HU0157
 HU0157'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0157'MARK NOT FOUND.
 HU0157
 HU0157                          STATION RECOVERY (2012)
 HU0157
 HU0157'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0157'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3754 ***********************************************************************
 JU3754  DESIGNATION -  W 4 ST
 JU3754  PID         -  JU3754
 JU3754  STATE/COUNTY-  DE/NEW CASTLE
 JU3754  COUNTRY     -  US
 JU3754  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3754
 JU3754                         *CURRENT SURVEY CONTROL
 JU3754  ______________________________________________________________________
 JU3754* NAD 83(1991) POSITION- 39 44 39.21013(N) 075 33 39.27882(W)   ADJUSTED
 JU3754* NAVD 88 ORTHO HEIGHT -    16.    (meters)       52.    (feet) SCALED
 JU3754  ______________________________________________________________________
 JU3754  GEOID HEIGHT    -        -32.916 (meters)                     GEOID18
 JU3754  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC18
 JU3754  HORZ ORDER      -  SECOND
 JU3754
 JU3754.The horizontal coordinates were established by classical geodetic methods
 JU3754.and adjusted by the National Geodetic Survey in January 1992.
 JU3754
 JU3754.The orthometric height was scaled from a topographic map.
 JU3754
 JU3754.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3754.GEOID18 height accuracy estimate available here.
 JU3754
 JU3754.Click photographs - Photos may exist for this station.
 JU3754
 JU3754.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3754
 JU3754. The following values were computed from the NAD 83(1991) position.
 JU3754
 JU3754;                    North         East     Units Scale Factor Converg.
 JU3754;SPC DE       -   193,640.742   187,636.664   MT  0.99999688   -0 05 32.0
 JU3754;SPC DE       -   635,303.00    615,604.62   sFT  0.99999688   -0 05 32.0
 JU3754;UTM  18      - 4,399,519.730   451,942.521   MT  0.99962843   -0 21 31.1
 JU3754
 JU3754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3754!SPC DE       -   1.00000271  x   0.99999688  =   0.99999959
 JU3754!UTM  18      -   1.00000271  x   0.99962843  =   0.99963114
 JU3754
 JU3754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5194299519(NAD 83)
 JU3754
 JU3754                          SUPERSEDED SURVEY CONTROL
 JU3754
 JU3754  NAD 83(1986)-  39 44 39.20632(N)    075 33 39.28547(W) AD(       ) 2
 JU3754  NAD 27      -  39 44 38.79700(N)    075 33 40.56400(W) AD(       ) 2
 JU3754
 JU3754.Superseded values are not recommended for survey control.
 JU3754
 JU3754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3754.See file dsdata.pdf to determine how the superseded data were derived.
 JU3754
 JU3754_MARKER: DE = TRAVERSE STATION DISK
 JU3754_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU3754_SP_SET: SIDEWALK
 JU3754_STAMPING: W 4 ST 1959
 JU3754_MARK LOGO: CGS
 JU3754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3754
 JU3754  HISTORY     - Date     Condition        Report By
 JU3754  HISTORY     - 1959     MONUMENTED       CGS
 JU3754  HISTORY     - 20040709 MARK NOT FOUND   GEOCAC
 JU3754  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU3754
 JU3754                          STATION DESCRIPTION
 JU3754
 JU3754'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU3754'STATION UNOCCUPIED.
 JU3754'
 JU3754'STATION IS LOCATED IN THE CITY OF WILMINGTON AT THE
 JU3754'INTERSECTION OF NORTH JACKSON STREET AND WEST 4TH
 JU3754'STREET.  STATION IS 15 FEET EAST OF IRON FENCE, 9 FEET NORTH OF
 JU3754'FIRE HYDRANT, 7.5 FEET SOUTH OF STREET LAMP POST, 6 FEET
 JU3754'NORTHWEST OF THE CURB OF NORTH JACKSON STREET AND 6 FEET
 JU3754'SOUTHWEST OF THE CURB OF WEST 4TH STREET.  STATION IS MARKED
 JU3754'BY A STANDARD TRAVERSE STATION DISK CEMENTED FLUSH IN A DRILL
 JU3754'HOLE IN THE CONCRETE SIDEWALK AND THE DISK IS STAMPED
 JU3754'W. 4 ST. 1959.
 JU3754
 JU3754                          STATION RECOVERY (2004)
 JU3754
 JU3754'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JU3754'MARK NOT FOUND.
 JU3754
 JU3754                          STATION RECOVERY (2013)
 JU3754
 JU3754'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3754'BELIEVED TO BE DESTROYED IN CONSTRUCTION OF HANDICAP ACCESIBLE
 JU3754'SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DM8489 ***********************************************************************
 DM8489  DESIGNATION -  W 47
 DM8489  PID         -  DM8489
 DM8489  STATE/COUNTY-  DE/SUSSEX
 DM8489  COUNTRY     -  US
 DM8489  USGS QUAD   -  GEORGETOWN (2016)
 DM8489
 DM8489                         *CURRENT SURVEY CONTROL
 DM8489  ______________________________________________________________________
 DM8489* NAD 83(1986) POSITION- 38 42 51.5    (N) 075 24 22.8    (W)   HD_HELD2
 DM8489* NAVD 88 ORTHO HEIGHT -    13.837 (meters)       45.40  (feet) ADJUSTED
 DM8489  ______________________________________________________________________
 DM8489  GEOID HEIGHT    -        -35.594 (meters)                     GEOID18
 DM8489  DYNAMIC HEIGHT  -         13.829 (meters)       45.37  (feet) COMP
 DM8489  MODELED GRAVITY -    980,027.0   (mgal)                       NAVD 88
 DM8489
 DM8489  VERT ORDER      -  SECOND    CLASS I
 DM8489
 DM8489.The horizontal coordinates were established by autonomous hand held GPS
 DM8489.observations and have an estimated accuracy of +/- 10 meters.
 DM8489
 DM8489.The orthometric height was determined by differential leveling and
 DM8489.adjusted by the NATIONAL GEODETIC SURVEY
 DM8489.in July 2011.
 DM8489
 DM8489.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8489.GEOID18 height accuracy estimate available here.
 DM8489
 DM8489.Click photographs - Photos may exist for this station.
 DM8489
 DM8489.The dynamic height is computed by dividing the NAVD 88
 DM8489.geopotential number by the normal gravity value computed on the
 DM8489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8489.degrees latitude (g = 980.6199 gals.).
 DM8489
 DM8489.The modeled gravity was interpolated from observed gravity values.
 DM8489
 DM8489;                    North         East    Units  Estimated Accuracy
 DM8489;SPC DE       -    79,290.      200,899.      MT  (+/- 10 meters HH2 GPS)
 DM8489
 DM8489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6467385151(NAD 83)
 DM8489
 DM8489                          SUPERSEDED SURVEY CONTROL
 DM8489
 DM8489.No superseded survey control is available for this station.
 DM8489
 DM8489_MARKER: DD = SURVEY DISK
 DM8489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8489_STAMPING: W 47 2010
 DM8489_MARK LOGO: DEDT
 DM8489_PROJECTION: FLUSH
 DM8489_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8489+STABILITY: SURFACE MOTION
 DM8489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM8489+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2010
 DM8489
 DM8489  HISTORY     - Date     Condition        Report By
 DM8489  HISTORY     - 20100506 MONUMENTED       DEDT
 DM8489
 DM8489                          STATION DESCRIPTION
 DM8489
 DM8489'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (BRC)
 DM8489'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST OF HARBESON, 6.5 MI
 DM8489'(10.5 KM) SOUTH OF ELLENDALE AND 2.0 MI (3.2 KM) NORTH-NORTHWEST OF
 DM8489'GEORGETOWN.
 DM8489'
 DM8489'TO REACH FROM THE INTERSECTION OF US HIGHWAY 113 (DUPONT BLVD) AND US
 DM8489'HIGHWAY 9 (MARKET STREET) IN GEORGETOWN PROCEED NORTH ALONG US HIGHWAY
 DM8489'113 (DUPONT BLVD) 2.3 MI (3.7 KM) TO THE MARK ON THE RIGHT.
 DM8489'
 DM8489'THE MARK IS 15.3 FT (4.7 M) EAST-NORTHEAST OF THE EDGE OF THE PAVED
 DM8489'SHOULDER ON THE NORTH BOUND LANES, 18.3 FT (5.6 M) SOUTH-SOUTHEAST OF
 DM8489'AN OVERHEAD LIGHT POLE, 81.8 FT (24.9 M) SOUTH OF A UTILITY POLE (DEC
 DM8489'34048), 103.3 FT (31.5 M) NORTH-NORTHWEST OF A UTILITY POLE (DEC
 DM8489'34047)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3755 ***********************************************************************
 JU3755  DESIGNATION -  W 5 ST
 JU3755  PID         -  JU3755
 JU3755  STATE/COUNTY-  DE/NEW CASTLE
 JU3755  COUNTRY     -  US
 JU3755  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3755
 JU3755                         *CURRENT SURVEY CONTROL
 JU3755  ______________________________________________________________________
 JU3755* NAD 83(1991) POSITION- 39 44 42.00011(N) 075 33 37.38087(W)   ADJUSTED
 JU3755* NAVD 88 ORTHO HEIGHT -    23.    (meters)       75.    (feet) SCALED
 JU3755  ______________________________________________________________________
 JU3755  GEOID HEIGHT    -        -32.915 (meters)                     GEOID18
 JU3755  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC18
 JU3755  HORZ ORDER      -  SECOND
 JU3755
 JU3755.The horizontal coordinates were established by classical geodetic methods
 JU3755.and adjusted by the National Geodetic Survey in January 1992.
 JU3755
 JU3755.The orthometric height was scaled from a topographic map.
 JU3755
 JU3755.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3755.GEOID18 height accuracy estimate available here.
 JU3755
 JU3755.Click photographs - Photos may exist for this station.
 JU3755
 JU3755.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3755
 JU3755. The following values were computed from the NAD 83(1991) position.
 JU3755
 JU3755;                    North         East     Units Scale Factor Converg.
 JU3755;SPC DE       -   193,726.717   187,681.989   MT  0.99999687   -0 05 30.8
 JU3755;SPC DE       -   635,585.07    615,753.33   sFT  0.99999687   -0 05 30.8
 JU3755;UTM  18      - 4,399,605.462   451,988.229   MT  0.99962838   -0 21 29.9
 JU3755
 JU3755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3755!SPC DE       -   1.00000161  x   0.99999687  =   0.99999848
 JU3755!UTM  18      -   1.00000161  x   0.99962838  =   0.99962999
 JU3755
 JU3755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5198899605(NAD 83)
 JU3755
 JU3755                          SUPERSEDED SURVEY CONTROL
 JU3755
 JU3755  NAD 83(1986)-  39 44 41.99620(N)    075 33 37.38755(W) AD(       ) 2
 JU3755  NAD 27      -  39 44 41.58700(N)    075 33 38.66700(W) AD(       ) 2
 JU3755
 JU3755.Superseded values are not recommended for survey control.
 JU3755
 JU3755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3755.See file dsdata.pdf to determine how the superseded data were derived.
 JU3755
 JU3755_MARKER: DE = TRAVERSE STATION DISK
 JU3755_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU3755_SP_SET: SIDEWALK
 JU3755_STAMPING: W 5 ST 1959
 JU3755_MARK LOGO: CGS
 JU3755_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3755
 JU3755  HISTORY     - Date     Condition        Report By
 JU3755  HISTORY     - 1959     MONUMENTED       CGS
 JU3755  HISTORY     - 20091113 MARK NOT FOUND   GEOCAC
 JU3755  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU3755
 JU3755                          STATION DESCRIPTION
 JU3755
 JU3755'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU3755'STATION UNOCCUPIED.
 JU3755'
 JU3755'STATION IS LOCATED IN THE CITY OF WILMINGTON AT THE
 JU3755'INTERSECTION OF NORTH JACKSON STREET AND WEST 5TH
 JU3755'STREET.  STATION IS 24 FEET NORTHWEST OF THE APPROXIMATE
 JU3755'CENTER OF NORTH JACKSON STREET, 19 FEET SOUTHWEST OF THE
 JU3755'APPROXIMATE CENTER OF WEST 5TH STREET, 12 FEET EAST OF THE
 JU3755'ENTRANCE TO A TAVERN AND 8.5 FEET NORTH OF A 1-1/2 FOOT
 JU3755'TREE.  STATION MARK IS A STANDARD TRAVERSE STATION DISK WHICH
 JU3755'IS CEMENTED FLUSH IN A DRILL HOLE IN THE CONCRETE SIDEWALK
 JU3755'AND THE DISK IS STAMPED W. 5. ST. 1959.
 JU3755
 JU3755                          STATION RECOVERY (2009)
 JU3755
 JU3755'RECOVERY NOTE BY GEOCACHING 2009 (GAH)
 JU3755'THE SIDEWALKS IN THIS AREA HAVE BEEN RECONSTRUCTED TO ALLOW
 JU3755'HANDICAPPED ACCESS, APPARENTLY ELIMINATING JU3755 IN THE PROCESS.
 JU3755'
 JU3755
 JU3755                          STATION RECOVERY (2013)
 JU3755
 JU3755'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3755'BELIEVED TO BE DESTROYED IN CONSTRUCTION OF HANDICAP ACCESIBLE
 JU3755'SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3756 ***********************************************************************
 JU3756  DESIGNATION -  W 7 ST
 JU3756  PID         -  JU3756
 JU3756  STATE/COUNTY-  DE/NEW CASTLE
 JU3756  COUNTRY     -  US
 JU3756  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3756
 JU3756                         *CURRENT SURVEY CONTROL
 JU3756  ______________________________________________________________________
 JU3756* NAD 83(1991) POSITION- 39 44 47.38189(N) 075 33 33.71884(W)   ADJUSTED
 JU3756* NAVD 88 ORTHO HEIGHT -    34.    (meters)      112.    (feet) SCALED
 JU3756  ______________________________________________________________________
 JU3756  GEOID HEIGHT    -        -32.913 (meters)                     GEOID18
 JU3756  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 JU3756  HORZ ORDER      -  SECOND
 JU3756
 JU3756.The horizontal coordinates were established by classical geodetic methods
 JU3756.and adjusted by the National Geodetic Survey in January 1992.
 JU3756
 JU3756.The orthometric height was scaled from a topographic map.
 JU3756
 JU3756.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3756.GEOID18 height accuracy estimate available here.
 JU3756
 JU3756.Click photographs - Photos may exist for this station.
 JU3756
 JU3756.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3756
 JU3756. The following values were computed from the NAD 83(1991) position.
 JU3756
 JU3756;                    North         East     Units Scale Factor Converg.
 JU3756;SPC DE       -   193,892.559   187,769.441   MT  0.99999684   -0 05 28.5
 JU3756;SPC DE       -   636,129.17    616,040.24   sFT  0.99999684   -0 05 28.5
 JU3756;UTM  18      - 4,399,770.835   452,076.418   MT  0.99962827   -0 21 27.6
 JU3756
 JU3756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3756!SPC DE       -   0.99999988  x   0.99999684  =   0.99999672
 JU3756!UTM  18      -   0.99999988  x   0.99962827  =   0.99962815
 JU3756
 JU3756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5207699770(NAD 83)
 JU3756
 JU3756                          SUPERSEDED SURVEY CONTROL
 JU3756
 JU3756  NAD 83(1986)-  39 44 47.37821(N)    075 33 33.72526(W) AD(       ) 2
 JU3756  NAD 27      -  39 44 46.96800(N)    075 33 35.00500(W) AD(       ) 2
 JU3756
 JU3756.Superseded values are not recommended for survey control.
 JU3756
 JU3756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3756.See file dsdata.pdf to determine how the superseded data were derived.
 JU3756
 JU3756_MARKER: DE = TRAVERSE STATION DISK
 JU3756_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU3756_SP_SET: SIDEWALK
 JU3756_STAMPING: W 7 ST 1959
 JU3756_MARK LOGO: CGS
 JU3756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU3756
 JU3756  HISTORY     - Date     Condition        Report By
 JU3756  HISTORY     - 1959     MONUMENTED       CGS
 JU3756  HISTORY     - 20040114 MARK NOT FOUND   URS
 JU3756  HISTORY     - 20130325 MARK NOT FOUND   DELCOS
 JU3756
 JU3756                          STATION DESCRIPTION
 JU3756
 JU3756'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU3756'STATION UNOCCUPIED.
 JU3756'
 JU3756'STATION IS LOCATED IN THE CITY OF WILMINGTON AT THE
 JU3756'INTERSECTION OF NORTH JACKSON STREET AND WEST 7TH
 JU3756'STREET.  STATION IS 25 FEET NORTHWEST OF THE APPROXIMATE
 JU3756'CENTER OF NORTH JACKSON STREET, 19 FEET SOUTHWEST OF THE
 JU3756'APPROXIMATE CENTER OF WEST 7TH STREET, 11 FEET EAST OF THE
 JU3756'ENTRANCE TO A DOCTORS OFFICE AND 7.5 FEET NORTH OF UTILITY
 JU3756'POLE.  THE MARK IS A STANDARD TRAVERSE STATION DISK SET FLUSH
 JU3756'IN A DRILL HOLE IN THE CONCRETE SIDEWALK AND THE DISK IS
 JU3756'STAMPED W. 7. ST. 1959.
 JU3756
 JU3756                          STATION RECOVERY (2004)
 JU3756
 JU3756'RECOVERY NOTE BY URS COMPANY 2004
 JU3756'SIDEWALK REPLACED
 JU3756
 JU3756                          STATION RECOVERY (2013)
 JU3756
 JU3756'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3756'BELIEVED TO BE DESTROYED IN CONSTRUCTION OF HANDICAP ACCESIBLE
 JU3756'SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0983 ***********************************************************************
 HU0983  DESIGNATION -  W 9
 HU0983  PID         -  HU0983
 HU0983  STATE/COUNTY-  DE/SUSSEX
 HU0983  COUNTRY     -  US
 HU0983  USGS QUAD   -  SHARPTOWN (2016)
 HU0983
 HU0983                         *CURRENT SURVEY CONTROL
 HU0983  ______________________________________________________________________
 HU0983* NAD 83(1986) POSITION- 38 31 10.     (N) 075 40 27.     (W)   SCALED
 HU0983* NAVD 88 ORTHO HEIGHT -    11.992 (meters)       39.34  (feet) ADJUSTED
 HU0983  ______________________________________________________________________
 HU0983  GEOID HEIGHT    -        -35.619 (meters)                     GEOID18
 HU0983  DYNAMIC HEIGHT  -         11.984 (meters)       39.32  (feet) COMP
 HU0983  MODELED GRAVITY -    980,012.2   (mgal)                       NAVD 88
 HU0983
 HU0983  VERT ORDER      -  SECOND    CLASS 0
 HU0983
 HU0983.The horizontal coordinates were scaled from a map and have
 HU0983.an estimated accuracy of +/- 6 seconds.
 HU0983
 HU0983.The orthometric height was determined by differential leveling and
 HU0983.adjusted by the NATIONAL GEODETIC SURVEY
 HU0983.in June 1991.
 HU0983
 HU0983.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0983.GEOID18 height accuracy estimate available here.
 HU0983
 HU0983.Click photographs - Photos may exist for this station.
 HU0983
 HU0983.The dynamic height is computed by dividing the NAVD 88
 HU0983.geopotential number by the normal gravity value computed on the
 HU0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0983.degrees latitude (g = 980.6199 gals.).
 HU0983
 HU0983.The modeled gravity was interpolated from observed gravity values.
 HU0983
 HU0983;                    North         East    Units  Estimated Accuracy
 HU0983;SPC DE       -    57,690.      177,540.      MT  (+/- 180 meters Scaled)
 HU0983
 HU0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH412636(NAD 83)
 HU0983
 HU0983                          SUPERSEDED SURVEY CONTROL
 HU0983
 HU0983  NGVD 29 (11/26/84)   12.238  (m)           40.15   (f) ADJUSTED    2 0
 HU0983
 HU0983.Superseded values are not recommended for survey control.
 HU0983
 HU0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0983.See file dsdata.pdf to determine how the superseded data were derived.
 HU0983
 HU0983_MARKER: DB = BENCH MARK DISK
 HU0983_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HU0983_SP_SET: CULVERT HEADWALL
 HU0983_STAMPING: W 9 1942
 HU0983_MARK LOGO: CGS
 HU0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0983+STABILITY: SURFACE MOTION
 HU0983
 HU0983  HISTORY     - Date     Condition        Report By
 HU0983  HISTORY     - 1942     MONUMENTED       CGS
 HU0983  HISTORY     - 1943     GOOD             CGS
 HU0983  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0983  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0983
 HU0983                          STATION DESCRIPTION
 HU0983
 HU0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0983'6.6 MI SW FROM LAUREL.
 HU0983'6.65 MILES SOUTHWEST ALONG HIGHWAY 24 FROM THE RAILROAD CROSSING
 HU0983'AT LAUREL, SUSSEX COUNTY, 14.8 FEET SOUTHWEST OF THE CENTER LINE
 HU0983'OF THE HIGHWAY, 9.6 FEET NORTHEAST OF A CEDAR TREE, 62.3 FEET
 HU0983'SOUTH AND ACROSS THE HIGHWAY FROM R.E.A. CO-OP NUMBER 13F-S15,
 HU0983'SET IN THE WEST END OF THE SOUTHWEST HEAD WALL OF A 18-INCH
 HU0983'CORRUGATED IRON PIPE CULVERT, ABOUT 1.5 FEET HIGHER THAN THE
 HU0983'HIGHWAY, SET IN A DRILLED HOLE.
 HU0983
 HU0983                          STATION RECOVERY (1943)
 HU0983
 HU0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 HU0983'RECOVERED IN GOOD CONDITION.
 HU0983
 HU0983                          STATION RECOVERY (1981)
 HU0983
 HU0983'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0983'MARK NOT FOUND.
 HU0983
 HU0983                          STATION RECOVERY (2013)
 HU0983
 HU0983'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0983'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3967 ***********************************************************************
 JU3967  DESIGNATION -  WALNUT=DISBAND
 JU3967  PID         -  JU3967
 JU3967  STATE/COUNTY-  DE/NEW CASTLE
 JU3967  COUNTRY     -  US
 JU3967  USGS QUAD   -  WEST GROVE (2019)
 JU3967
 JU3967                         *CURRENT SURVEY CONTROL
 JU3967  ______________________________________________________________________
 JU3967* NAD 83(1991) POSITION- 39 45 10.51339(N) 075 45 08.79387(W)   ADJUSTED
 JU3967* NAVD 88 ORTHO HEIGHT -   113.    (meters)      371.    (feet) SCALED
 JU3967  ______________________________________________________________________
 JU3967  GEOID HEIGHT    -        -32.951 (meters)                     GEOID18
 JU3967  LAPLACE CORR    -          1.74  (seconds)                    DEFLEC18
 JU3967  HORZ ORDER      -  SECOND
 JU3967
 JU3967.The horizontal coordinates were established by classical geodetic methods
 JU3967.and adjusted by the National Geodetic Survey in January 1992.
 JU3967
 JU3967.The orthometric height was scaled from a topographic map.
 JU3967
 JU3967.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3967.GEOID18 height accuracy estimate available here.
 JU3967
 JU3967.Click photographs - Photos may exist for this station.
 JU3967
 JU3967.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3967
 JU3967. The following values were computed from the NAD 83(1991) position.
 JU3967
 JU3967;                    North         East     Units Scale Factor Converg.
 JU3967;SPC DE       -   194,650.151   171,223.822   MT  1.00000519   -0 12 53.0
 JU3967;SPC DE       -   638,614.70    561,756.82   sFT  1.00000519   -0 12 53.0
 JU3967;SPC PA S     -    48,525.151   771,183.402   MT  1.00003311   +1 17 45.6
 JU3967;SPC PA S     -   159,202.93  2,530,124.21   sFT  1.00003311   +1 17 45.6
 JU3967;UTM  18      - 4,400,605.059   435,540.478   MT  0.99965115   -0 28 52.3
 JU3967
 JU3967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3967!SPC DE       -   0.99998749  x   1.00000519  =   0.99999268
 JU3967!SPC PA S     -   0.99998749  x   1.00003311  =   1.00002060
 JU3967!UTM  18      -   0.99998749  x   0.99965115  =   0.99963865
 JU3967
 JU3967:                Primary Azimuth Mark                     Grid Az
 JU3967:SPC DE       -  DISBAND AZ MK                            219 29 52.1
 JU3967:SPC PA S     -  DISBAND AZ MK                            217 59 13.5
 JU3967:UTM  18      -  DISBAND AZ MK                            219 45 51.4
 JU3967
 JU3967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK3554000605(NAD 83)
 JU3967
 JU3967|---------------------------------------------------------------------|
 JU3967| PID    Reference Object                     Distance      Geod. Az  |
 JU3967|                                                           dddmmss.s |
 JU3967| CB1425 DISBAND RM 1                         23.628 METERS 00222     |
 JU3967| JU3656 HERCULES POWDER CO HIGH TANK        APPROX. 9.7 KM 0873302.3 |
 JU3967| CB1426 DISBAND RM 2                         23.452 METERS 16710     |
 JU3967| CB1424 DISBAND AZ MK                                      2191659.1 |
 JU3967|---------------------------------------------------------------------|
 JU3967
 JU3967                          SUPERSEDED SURVEY CONTROL
 JU3967
 JU3967  NAD 83(1986)-  39 45 10.50791(N)    075 45 08.79971(W) AD(       ) 2
 JU3967  NAD 27      -  39 45 10.10700(N)    075 45 10.03200(W) AD(       ) 2
 JU3967  USSD        -  39 45 10.50000(N)    075 45 09.89000(W) AD(       ) 3
 JU3967
 JU3967.Superseded values are not recommended for survey control.
 JU3967
 JU3967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3967.See file dsdata.pdf to determine how the superseded data were derived.
 JU3967
 JU3967_MARKER: DS = TRIANGULATION STATION DISK
 JU3967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3967_STAMPING: DISBAND 1893 1935
 JU3967_MARK LOGO: CGS
 JU3967_PROJECTION: PROJECTING 5 CENTIMETERS
 JU3967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3967+STABILITY: SURFACE MOTION
 JU3967
 JU3967  HISTORY     - Date     Condition        Report By
 JU3967  HISTORY     - 1935     MONUMENTED       CGS
 JU3967  HISTORY     - 1935     GOOD             CGS
 JU3967
 JU3967                          STATION DESCRIPTION
 JU3967
 JU3967'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JB)
 JU3967'THIS IS A FIRST-ORDER STATION, LOCATED ABOUT 2 MILES SE OF
 JU3967'STRICKERSVILLE, ABOUT 150 YARDS N OF PAVED COUNTY ROAD, 14.4
 JU3967'FEET W OF FENCE PARALLELING LANE.  IT PROJECTS 2 INCHES.
 JU3967'
 JU3967'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JU3967'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 JU3967'
 JU3967'REFERENCE MARK NO.1 IS SET IN CONCRETE 23.628 METERS N OF
 JU3967'STATION.  IT PROJECTS 8 INCHES.
 JU3967'
 JU3967'REFERENCE MARK NO.2 IS SET IN CONCRETE 23.452 METERS SSW OF
 JU3967'STATION.  IT PROJECTS 5 INCHES.
 JU3967'
 JU3967'AZIMUTH MARK IS LOCATED 0.5 MILE S OF STATION IN YARD OF
 JU3967'MR. J.A. KELLEYS HOUSE, 30 PACES NE OF E CORNER OF HOUSE, 3 PACES
 JU3967'N OF 5-FOOT BEAN TREE, 1 FOOT N OF FENCE AND 8 PACES W OF FENCE
 JU3967'CORNER.  TO REACH FROM STATION, GO S 150 YARDS TO ROAD, TURN RIGHT
 JU3967'AND GO 0.2 MILE TO Y, TAKE RIGHT-HAND FORK AND GO 0.25 MILE TO
 JU3967'DRIVEWAY ON LEFT, TURN LEFT AND GO 150 YARDS TO MR. KELLEYS
 JU3967'HOUSE AND AZIMUTH MARK.
 JU3967'
 JU3967'TO REACH STATION FROM STRICKERSVILLE, PA., GO S ON ROUTE 796 FOR
 JU3967'0.2 MILE TO MACADAM ROAD LEFT, TURN LEFT AND GO 1.9 MILES TO
 JU3967'T-ROAD, TURN LEFT AND FOLLOW NARROW MACADAM ROAD 0.6 MILE, TURN
 JU3967'LEFT ACROSS BRIDGE AND GO 0.7 MILE TO Y AND CONTINUE STRAIGHT
 JU3967'AHEAD 0.2 MILE, THEN TURN LEFT ALONG NE EDGE OF FIELD AND GO
 JU3967'APPROXIMATELY 150 YARDS TO HIGHEST POINT AND STATION.
 JU3967'
 JU3967'A 90-FOOT TOWER CLEARED ALL LINES OBSERVED.
 JU3967'
 JU3967'NO CUT-INS V.G.
 JU3967'
 JU3967'POSITION CHECKS WALNUT (DEL.)
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2127 ***********************************************************************
 JU2127  DESIGNATION -  WAR MEMORIAL
 JU2127  PID         -  JU2127
 JU2127  STATE/COUNTY-  DE/NEW CASTLE
 JU2127  COUNTRY     -  US
 JU2127  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2127
 JU2127                         *CURRENT SURVEY CONTROL
 JU2127  ______________________________________________________________________
 JU2127* NAD 83(1991) POSITION- 39 41 41.03344(N) 075 33 05.23611(W)   ADJUSTED
 JU2127* NAVD 88 ORTHO HEIGHT -    11.868 (meters)       38.94  (feet) ADJUSTED
 JU2127  ______________________________________________________________________
 JU2127  GEOID HEIGHT    -        -33.045 (meters)                     GEOID18
 JU2127  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 JU2127  DYNAMIC HEIGHT  -         11.863 (meters)       38.92  (feet) COMP
 JU2127  MODELED GRAVITY -    980,166.9   (mgal)                       NAVD 88
 JU2127
 JU2127  HORZ ORDER      -  SECOND
 JU2127  VERT ORDER      -  SECOND    CLASS 0
 JU2127
 JU2127.The horizontal coordinates were established by classical geodetic methods
 JU2127.and adjusted by the National Geodetic Survey in January 1992.
 JU2127
 JU2127.The orthometric height was determined by differential leveling and
 JU2127.adjusted by the NATIONAL GEODETIC SURVEY
 JU2127.in June 1991.
 JU2127
 JU2127.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2127.GEOID18 height accuracy estimate available here.
 JU2127
 JU2127.Click photographs - Photos may exist for this station.
 JU2127
 JU2127.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2127
 JU2127.The dynamic height is computed by dividing the NAVD 88
 JU2127.geopotential number by the normal gravity value computed on the
 JU2127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2127.degrees latitude (g = 980.6199 gals.).
 JU2127
 JU2127.The modeled gravity was interpolated from observed gravity values.
 JU2127
 JU2127. The following values were computed from the NAD 83(1991) position.
 JU2127
 JU2127;                    North         East     Units Scale Factor Converg.
 JU2127;SPC DE       -   188,144.276   188,438.914   MT  0.99999664   -0 05 09.9
 JU2127;SPC DE       -   617,270.01    618,236.67   sFT  0.99999664   -0 05 09.9
 JU2127;SPC NJ       -    96,151.838    59,821.773   MT  1.00000009   -0 40 17.8
 JU2127;SPC NJ       -   315,458.16    196,265.27   sFT  1.00000009   -0 40 17.8
 JU2127;UTM  18      - 4,394,021.624   452,718.933   MT  0.99962752   -0 21 08.0
 JU2127
 JU2127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2127!SPC DE       -   1.00000332  x   0.99999664  =   0.99999996
 JU2127!SPC NJ       -   1.00000332  x   1.00000009  =   1.00000341
 JU2127!UTM  18      -   1.00000332  x   0.99962752  =   0.99963084
 JU2127
 JU2127:                Primary Azimuth Mark                     Grid Az
 JU2127:SPC DE       -  WILMINGTON ATLAS POWDER N TANK           099 28 56.7
 JU2127:SPC NJ       -  WILMINGTON ATLAS POWDER N TANK           100 04 04.6
 JU2127:UTM  18      -  WILMINGTON ATLAS POWDER N TANK           099 44 54.8
 JU2127
 JU2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5271894021(NAD 83)
 JU2127
 JU2127|---------------------------------------------------------------------|
 JU2127| PID    Reference Object                     Distance      Geod. Az  |
 JU2127|                                                           dddmmss.s |
 JU2127| JU3737 WILMINGTON ATLAS POWDER N TANK      APPROX. 0.9 KM 0992346.8 |
 JU2127| JU2129 WAR MEMORIAL RM 1                     9.105 METERS 10128     |
 JU2127| JU1712 WAR MEMORIAL 2                       68.726 METERS 11145     |
 JU2127| CB3170 WAR MEMORIAL RM 3                    19.462 METERS 25020     |
 JU2127| JU2128 WAR MEMORIAL RM 2                     8.978 METERS 25028     |
 JU2127| JU3715 WILMINGTON STATE HOSP SMALL TK      APPROX. 2.2 KM 2802147.5 |
 JU2127| JU3717 WILMINGTON ARTESIAN BLACK TANK      APPROX. 2.1 KM 3103102.3 |
 JU2127| JU3718 WILMINGTON ARTESIAN CHECK TANK      APPROX. 2.1 KM 3105457.7 |
 JU2127|---------------------------------------------------------------------|
 JU2127
 JU2127                          SUPERSEDED SURVEY CONTROL
 JU2127
 JU2127  NAD 83(1986)-  39 41 41.02805(N)    075 33 05.24233(W) AD(       ) 2
 JU2127  NAD 27      -  39 41 40.62010(N)    075 33 06.51960(W) AD(       ) 2
 JU2127  NGVD 29              12.24   (m)           40.2    (f) LEVELING    3  
 JU2127  NGVD 29 (11/26/84)   12.237  (m)           40.15   (f) ADJUSTED    2 0
 JU2127
 JU2127.Superseded values are not recommended for survey control.
 JU2127
 JU2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2127.See file dsdata.pdf to determine how the superseded data were derived.
 JU2127
 JU2127_STAMPING: WAR MEMORIAL 1958
 JU2127_MARK LOGO: CGS
 JU2127
 JU2127  HISTORY     - Date     Condition        Report By
 JU2127  HISTORY     - 1958     MONUMENTED       CGS
 JU2127  HISTORY     - 1961     GOOD             CGS
 JU2127  HISTORY     - 1964     GOOD             CGS
 JU2127  HISTORY     - 1965     GOOD             CGS
 JU2127  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU2127
 JU2127                          STATION DESCRIPTION
 JU2127
 JU2127'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JU2127'STATION IS LOCATED ON A HIGH BANK ALONG THE SOUTH SIDE OF
 JU2127'U.S. HIGHWAY NO. 40 NEAR THE TOLL HOUSE OF THE DELAWARE
 JU2127'MEMORIAL BRIDGE, ABOUT 100 YARDS SOUTHWEST OF THE SOUTHWEST
 JU2127'CORNER OF TRUCK REST AND PARKING AREA AND JUST WEST OF THE
 JU2127'DELAWARE-NEW JERSEY WAR MEMORIAL FOR VETERANS.  STATION IS 55
 JU2127'PACES WEST OF FLAG POLE, 11-1/2 FEET NORTHEAST OF A FENCE
 JU2127'BRACE POST AND 5 FEET NORTH OF A CHAIN LINK FENCE AND WITNESS
 JU2127'POST.  THE MARK IS A STANDARD STATION DISK SET IN A 12X12 INCH
 JU2127'CONCRETE MONUMENT, PROJECTS ABOUT 2 INCHES AND THE DISK IS
 JU2127'STAMPED WAR MEMORIAL 1958.
 JU2127'
 JU2127'REFERENCE MARK NO. 1 IS 36 FEET SOUTHWEST OF AN 8 INCH OAK
 JU2127'TREE, 28 FEET EAST OF WITNESS POST AND 1 FOOT NORTH OF
 JU2127'FENCELINE.  THE MARK IS A STANDARD REFERENCE DISK SET IN A
 JU2127'12X12 INCH CONCRETE MONUMENT, PROJECTS 2 INCHES AND THE DISK
 JU2127'IS STAMPED WAR MEMORIAL NO 1 1958.
 JU2127'
 JU2127'REFERENCE MARK NO. 2 IS 18 FEET SOUTHWEST OF A FENCE BRACE
 JU2127'POST, 6 FEET SOUTHWEST OF A SMALL TREE AND 1 FOOT NORTHWEST
 JU2127'OF FENCELINE.  THE MARK IS A STANDARD DISK SET IN A 12X12 INCH
 JU2127'CONCRETE MONUMENT, PROJECTS 4 INCHES AND THE DISK IS STAMPED
 JU2127'WAR MEMORIAL NO 2 1958.
 JU2127'
 JU2127'TO REACH FROM TOLL HOUSE OF THE DELAWARE MEMORIAL BRIDGE,
 JU2127'PACK SOUTHWESTERLY ACROSS PARK AREA FOR ABOUT 300 YARDS TO TOP
 JU2127'OF HILL AND STATION ALONG FENCELINE AS DESCRIBED.
 JU2127'
 JU2127'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU2127
 JU2127                          STATION RECOVERY (1961)
 JU2127
 JU2127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU2127'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 JU2127'GOOD CONDITION.  REFERENCE MARK NUMBER 2 WAS MOVED TO ANOTHER
 JU2127'LOCATION DUE TO A PIPE LINE BEING CONSTRUCTED WHERE THE
 JU2127'REFERENCE MARK WAS ESTABLISHED.  THE SAME MONUMENT AND DISK
 JU2127'WAS USED.  REFERENCE MARK 2, IS A STANDARD DISK STAMPED WAR
 JU2127'MEMORIAL NO 3 1958 1961, SET IN TOP OF A SQUARE CONCRETE
 JU2127'MONUMENT WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND
 JU2127'SURFACE.  IT IS 1.4 FEET NORTH OF THE EAST AND WEST FENCE
 JU2127'LINE, 63.9 FEET WEST OF A STANDARD METAL WITNESS POST AND
 JU2127'MARKER AND DESCRIBED BY NOTE 11A.
 JU2127
 JU2127                          STATION RECOVERY (1964)
 JU2127
 JU2127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JS)
 JU2127'STATION, REFERENCE MARKS NO. 1 AND 2 RECOVERED AS DESCRIBED,
 JU2127'IN GOOD CONDITION.
 JU2127'
 JU2127'STATION MARK AND BOTH REFERENCE MARKS WILL BE DESTROYED
 JU2127'WITHIN 30 DAYS BY GRADING OPERATIONS.
 JU2127'
 JU2127'STATION WAR MEMORIAL 2, 1964 AND REFERENCE MARKS NO. 3 AND
 JU2127'NO. 4 WERE LOCATED TO REPLACE WAR MEMORIAL, 1958 AND R.M. 1
 JU2127'AND R.M. 2.
 JU2127
 JU2127                          STATION RECOVERY (1965)
 JU2127
 JU2127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
 JU2127'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 JU2127'DESCRIBED AND FOUND IN GOOD CONDITION.
 JU2127'
 JU2127'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 JU2127
 JU2127                          STATION RECOVERY (2013)
 JU2127
 JU2127'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU2127'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1712 ***********************************************************************
 JU1712  DESIGNATION -  WAR MEMORIAL 2
 JU1712  PID         -  JU1712
 JU1712  STATE/COUNTY-  DE/NEW CASTLE
 JU1712  COUNTRY     -  US
 JU1712  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1712
 JU1712                         *CURRENT SURVEY CONTROL
 JU1712  ______________________________________________________________________
 JU1712* NAD 83(1991) POSITION- 39 41 40.20773(N) 075 33 02.55691(W)   ADJUSTED
 JU1712* NAVD 88 ORTHO HEIGHT -     9.993 (meters)       32.79  (feet) ADJUSTED
 JU1712  ______________________________________________________________________
 JU1712  GEOID HEIGHT    -        -33.047 (meters)                     GEOID18
 JU1712  LAPLACE CORR    -         -2.47  (seconds)                    DEFLEC18
 JU1712  DYNAMIC HEIGHT  -          9.989 (meters)       32.77  (feet) COMP
 JU1712  MODELED GRAVITY -    980,166.7   (mgal)                       NAVD 88
 JU1712
 JU1712  HORZ ORDER      -  SECOND
 JU1712  VERT ORDER      -  FIRST     CLASS II
 JU1712
 JU1712.The horizontal coordinates were established by classical geodetic methods
 JU1712.and adjusted by the National Geodetic Survey in January 1992.
 JU1712
 JU1712.The orthometric height was determined by differential leveling and
 JU1712.adjusted by the NATIONAL GEODETIC SURVEY
 JU1712.in June 1991.
 JU1712
 JU1712.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1712.GEOID18 height accuracy estimate available here.
 JU1712
 JU1712.Click photographs - Photos may exist for this station.
 JU1712
 JU1712.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1712
 JU1712.The dynamic height is computed by dividing the NAVD 88
 JU1712.geopotential number by the normal gravity value computed on the
 JU1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1712.degrees latitude (g = 980.6199 gals.).
 JU1712
 JU1712.The modeled gravity was interpolated from observed gravity values.
 JU1712
 JU1712. The following values were computed from the NAD 83(1991) position.
 JU1712
 JU1712;                    North         East     Units Scale Factor Converg.
 JU1712;SPC DE       -   188,118.715   188,502.710   MT  0.99999663   -0 05 08.2
 JU1712;SPC DE       -   617,186.15    618,445.97   sFT  0.99999663   -0 05 08.2
 JU1712;SPC NJ       -    96,125.625    59,885.305   MT  0.99999995   -0 40 16.1
 JU1712;SPC NJ       -   315,372.15    196,473.70   sFT  0.99999995   -0 40 16.1
 JU1712;UTM  18      - 4,393,995.776   452,782.586   MT  0.99962745   -0 21 06.3
 JU1712
 JU1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1712!SPC DE       -   1.00000362  x   0.99999663  =   1.00000025
 JU1712!SPC NJ       -   1.00000362  x   0.99999995  =   1.00000357
 JU1712!UTM  18      -   1.00000362  x   0.99962745  =   0.99963107
 JU1712
 JU1712:                Primary Azimuth Mark                     Grid Az
 JU1712:SPC DE       -  WILMINGTON ATLAS POWDER S TK             117 37 40.0
 JU1712:SPC NJ       -  WILMINGTON ATLAS POWDER S TK             118 12 47.9
 JU1712:UTM  18      -  WILMINGTON ATLAS POWDER S TK             117 53 38.1
 JU1712
 JU1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5278293995(NAD 83)
 JU1712
 JU1712|---------------------------------------------------------------------|
 JU1712| PID    Reference Object                     Distance      Geod. Az  |
 JU1712|                                                           dddmmss.s |
 JU1712| JU2200 WAR MEMORIAL 2 RM 5                   7.780 METERS 08114     |
 JU1712| JU1714 WAR MEMORIAL 2 RM 4                   7.782 METERS 08114     |
 JU1712| JU3737 WILMINGTON ATLAS POWDER N TANK      APPROX. 0.8 KM 0982052.2 |
 JU1712| CB3211 WILMINGTON ATLAS POWDER S TK                       1173231.8 |
 JU1712| JU2127 WAR MEMORIAL                         68.726 METERS 29145     |
 JU1712| JU1713 WAR MEMORIAL 2 RM 3                  20.691 METERS 34210     |
 JU1712|---------------------------------------------------------------------|
 JU1712
 JU1712                          SUPERSEDED SURVEY CONTROL
 JU1712
 JU1712  NAD 83(1986)-  39 41 40.20232(N)    075 33 02.56314(W) AD(       ) 2
 JU1712  NAD 27      -  39 41 39.79450(N)    075 33 03.84040(W) AD(       ) 2
 JU1712  NGVD 29 (??/??/??)   10.35   (m)           34.0    (f) RESET       3  
 JU1712  NGVD 29 (01/10/92)   10.248  (m)           33.62   (f) ADJUSTED    1 2
 JU1712  NGVD 29              10.35   (m)           34.0    (f) LEVELING    3  
 JU1712
 JU1712.Superseded values are not recommended for survey control.
 JU1712
 JU1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1712.See file dsdata.pdf to determine how the superseded data were derived.
 JU1712
 JU1712_MARKER: DE = TRAVERSE STATION DISK
 JU1712_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU1712_SP_SET: CURB
 JU1712_STAMPING: WAR MEMORIAL 2 1964
 JU1712_MARK LOGO: CGS
 JU1712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1712
 JU1712  HISTORY     - Date     Condition        Report By
 JU1712  HISTORY     - 1964     MONUMENTED       CGS
 JU1712  HISTORY     - 1964     GOOD             CGS
 JU1712  HISTORY     - 1976     GOOD             NGS
 JU1712  HISTORY     - 1979     GOOD             NGS
 JU1712  HISTORY     - 1981     GOOD             UDE
 JU1712  HISTORY     - 19910717 GOOD             USPSQD
 JU1712  HISTORY     - 20000318 MARK NOT FOUND   USPSQD
 JU1712  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1712
 JU1712                          STATION DESCRIPTION
 JU1712
 JU1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JS)
 JU1712'STATION IS LOCATED ABOUT 0.05 MILE SOUTH OF U.S. HIGHWAY 40,
 JU1712'ABOUT 0.1 MILE SOUTHWEST OF THE DELAWARE MEMORIAL BRIDGE
 JU1712'TOLL GATE AND JUST SOUTH OF THE DELAWARE NEW JERSEY WAR
 JU1712'MEMORIAL FOR VETERANS.  STATION IS 130 FEET SOUTH OF THE
 JU1712'FLAGPOLE, 25.5 FEET WEST-SOUTHWEST OF THE SOUTHEAST
 JU1712'CORNER OF A METAL DRAIN GRILL, 9.7 FEET NORTH OF SOUTH END
 JU1712'OF CURBING LEADING INTO WAR MEMORIAL, AND 38.0 FEET
 JU1712'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF A METAL DRAIN GRILL.
 JU1712'THE MARK IS A STANDARD TRAVERSE STATION DISK SET IN A DRILL HOLE
 JU1712'IN CONCRETE CURBING FLUSH WITH THE SURFACE, AND THE DISK
 JU1712'IS STAMPED WAR MEMORIAL 2 1964.
 JU1712'
 JU1712'REFERENCE MARK NO. 3 IS 43.7 FEET SOUTHEAST OF THE SOUTHERLY
 JU1712'METAL LIGHT POLE SOUTHWEST OF THE FLAGPOLE, 68.5 FEET SOUTHWEST
 JU1712'OF THE SOUTHERLY METAL LIGHT POLE SOUTHEAST OF THE FLAG POLE,
 JU1712'AND 58.9 FEET NORTHEAST OF THE SOUTHWEST CORNER OF A METAL
 JU1712'DRAIN GRILL.  THE MARK IS A STANDARD REFERENCE MARK DISK SET
 JU1712'IN A DRILL HOLE IN CONCRETE CURBING FLUSH WITH THE SURFACE,
 JU1712'AND THE DISK IS STAMPED WAR MEMORIAL 2 NO 3 1964.
 JU1712'
 JU1712'REFERENCE MARK NO. 4 IS 9.5 FEET WEST OF A SMALL ORNAMENTAL
 JU1712'CHERRY TREE, 19.4 FEET NORTHWEST OF CORNER OF CONCRETE CURB
 JU1712'LEADING FROM CHERRY LANE, AND 29.3 FEET NORTHEAST OF SOUTH END
 JU1712'OF CURBING LEADING TO THE WAR MEMORIAL.  THE MARK IS A
 JU1712'STANDARD REFERENCE MARK DISK SET IN A DRILL HOLE IN CORNER OF
 JU1712'CONCRETE CURBING FLUSH WITH SURFACE, AND THE DISK IS STAMPED
 JU1712'WAR MEMORIAL 2 NO 4 1964.
 JU1712'
 JU1712'TO REACH THE STATION FROM THE OVERPASS OF DEL. STATE HIGHWAY
 JU1712'NO. 9 OVER U.S. HIGHWAY NO. 40, GO SOUTH ON DELAWARE STATE
 JU1712'HIGHWAY NO. 9 FOR 0.2 MILE TO CHERRY LANE, TURN LEFT AND GO
 JU1712'EAST ON CHERRY LANE 0.15 MILE TO DIVIDED DRIVEWAY LEADING TO
 JU1712'THE WAR MEMORIAL, TURN LEFT AND GO NORTH ON DRIVEWAY 0.15 MILE
 JU1712'TO STATION AS DESCRIBED.
 JU1712
 JU1712                          STATION RECOVERY (1964)
 JU1712
 JU1712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU1712'1.3 MI E FROM FARNHURST.
 JU1712'1.3 MILES EAST OF FARNHURST, ABOUT 0.05 MILE SOUTH OF U.S.
 JU1712'HIGHWAY 40, ABOUT 0.1 MILE SOUTHWEST OF TOLL GATE TO DELAWARE
 JU1712'MEMORIAL BRIDGE, 130 FEET SOUTH OF WAR MEMORIAL FLAGPOLE, 25.53
 JU1712'FEET SOUTHWEST OF R.M. NO. 4, 9.7 FEET NORTH OF END OF CONCRETE
 JU1712'CURBING, 38.0 FEET EAST-SOUTHEAST OF SOUTHWEST CORNER OF METAL
 JU1712'DRAIN GRILL, 67.87 FEET SOUTHEAST OF R.M. NO. 3, AND SET IN A DRILL
 JU1712'HOLE FLUSH WITH CURBING.
 JU1712
 JU1712                          STATION RECOVERY (1976)
 JU1712
 JU1712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JU1712'THE STATION MARK AND REFERENCE MARK 3 WERE RECOVERED AND
 JU1712'FOUND IN GOOD CONDITION.  REFERENCE MARK 4 WAS FOUND
 JU1712'DESTROYED.  A NEW REFERENCE MARK 5 WAS SET NEAR WHERE THE OLD
 JU1712'REFERENCE MARK 4 WAS SET.  THE WILMINGTON ATLAS POWDER COMPANY
 JU1712'NORTH WATER TANK AND THE DELAWARE STATE POLICE RADIO MAST ARE
 JU1712'NO LONGER VISIBLE FROM THE GROUND.  THE DISTANCE TO REFERENCE
 JU1712'MARK 3 WAS WITHIN CLOSE AGREEMENT WITH THE 1964 DISTANCE.  THE
 JU1712'ANGLE BETWEEN THE WILMINGTON ATLAS POWDER COMPANY SOUTH WATER
 JU1712'TANK AND REFERENCE MARK 3 WAS WITHIN CLOSE AGREEMENT WITH THE
 JU1712'1964 OBSERVATION.
 JU1712'
 JU1712'A COMPLETE NEW DESCRIPTION FOLLOWS.
 JU1712'
 JU1712'THE STATION IS LOCATED .05 MILE SOUTH OF INTERSTATE HIGHWAY
 JU1712'295, .1 MILE SOUTHWEST OF THE TOLL GATE FOR THE DELAWARE RIVER
 JU1712'MEMORIAL BRIDGE AND JUST SOUTH OF THE DELAWARE-NEW JERSEY WAR
 JU1712'MEMORIAL FOR VETERANS FOR WORLD WAR 2 AND KOREAN WAR.  IT IS
 JU1712'ON STATE OWNED PROPERTY.
 JU1712'
 JU1712'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 295 AND
 JU1712'STATE HIGHWAY 9 JUST SOUTH OF WILMINGTON, GO SOUTH ON STATE
 JU1712'HIGHWAY 9 FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST
 JU1712'ON CHERRY LANE FOR 0.15 MILE TO A DUAL HIGHWAY ON LEFT LEADING
 JU1712'TO THE WAR MEMORIAL.  TURN LEFT, GO NORTH ON THE ROAD FOR 0.15
 JU1712'MILE TO THE STATION JUST SOUTH OF THE MEMORIAL AND IN THE NORTH
 JU1712'EDGE OF THE PARKING LOT.
 JU1712'
 JU1712'THE STATION MARK IS A STANDARD DISK STAMPED WAR MEMORIAL 2
 JU1712'1964, CEMENTED IN A DRILL HOLE IN THE EAST CURB OF A PAVED
 JU1712'WALKWAY LEADING TO THE WAR MEMORIAL AND IT PROJECTS
 JU1712'2-INCHES.  IT IS 128 FEET SOUTH OF A FLAGPOLE, 40 FEET
 JU1712'EAST-SOUTHEAST OF THE SOUTH EDGE OF A NORTH-SOUTH HEDGE ALONG
 JU1712'WEST EDGE OF THE WAR MEMORIAL, 29 FEET SOUTH-WEST OF THE SOUTH
 JU1712'EDGE OF A NORTH-SOUTH HEDGE ALONG EAST EDGE OF THE MEMORIAL,
 JU1712'18.5 FEET SOUTH OF THE SOUTH EDGE OF A GRASS COVERED ISLAND,
 JU1712'11.8 FEET NORTH OF NORTH EDGE PARKING LOT, 6 FEET EAST OF THE
 JU1712'CENTER OF A PAVED WALKWAY, AND 6 FEET SOUTH OF THE NORTHWEST
 JU1712'CORNER OF THE CURB.
 JU1712'
 JU1712'REFERENCE MARK 3 IS A STANDARD DISK STAMPED WAR MEMORIAL 2 NO
 JU1712'3 1964 CEMENTED IN A DRILL HOLE IN THE NORTHWEST CURB AROUND
 JU1712'THE GRASSY ISLAND TO THE SOUTH OF THE WAR MEMORIAL.  IT IS 67
 JU1712'FEET SOUTHWEST OF THE FLAGPOLE, AND 7 FEET EAST OF THE CENTER
 JU1712'OF THE WEST WALKWAY.
 JU1712'
 JU1712'REFERENCE MARK 5 IS A STANDARD DISK STAMPED WAR MEMORIAL 2
 JU1712'1964 NO 5 1976 CEMENTED IN A DRILL HOLE IN A CORNER OF A CURB
 JU1712'TO THE SOUTHEAST OF THE WAR MEMORIAL.  IT IS 126 FEET
 JU1712'SOUTH-SOUTHEAST OF THE FLAGPOLE, 17 FEET NORTH OF THE NORTH
 JU1712'EDGE OF THE PARKING LOT, 11 FEET SOUTHEAST OF THE CENTER OF A
 JU1712'WALKWAY, AND 6 FEET SOUTH OF THE SOUTH EDGE OF THE NORTH-SOUTH
 JU1712'HEDGE ALONG THE EAST SIDE OF THE WAR MEMORIAL.
 JU1712'
 JU1712'THERE IS NO AZIMUTH MARK AT THIS STATION.  THE WILMINGTON
 JU1712'ATLAS POWDER COMPANY SOUTH WATER TANK MAY BE USED AS AN AZIMUTH.
 JU1712'
 JU1712'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU1712'4 MILES SOUTH OF WILMINGTON.
 JU1712
 JU1712                          STATION RECOVERY (1979)
 JU1712
 JU1712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1712'RECOVERED IN GOOD CONDITION.
 JU1712
 JU1712                          STATION RECOVERY (1981)
 JU1712
 JU1712'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1712'RECOVERED IN GOOD CONDITION.
 JU1712
 JU1712                          STATION RECOVERY (1991)
 JU1712
 JU1712'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSU)
 JU1712'RECOVERED IN GOOD CONDITION.
 JU1712
 JU1712                          STATION RECOVERY (2000)
 JU1712
 JU1712'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU1712'MARK NOT FOUND.
 JU1712
 JU1712                          STATION RECOVERY (2013)
 JU1712
 JU1712'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1712'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1713 ***********************************************************************
 JU1713  DESIGNATION -  WAR MEMORIAL 2 RM 3
 JU1713  PID         -  JU1713
 JU1713  STATE/COUNTY-  DE/NEW CASTLE
 JU1713  COUNTRY     -  US
 JU1713  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1713
 JU1713                         *CURRENT SURVEY CONTROL
 JU1713  ______________________________________________________________________
 JU1713* NAD 83(1986) POSITION- 39 41 40.85   (N) 075 33 02.82   (W)   HD_HELD1
 JU1713* NAVD 88 ORTHO HEIGHT -    10.321 (meters)       33.86  (feet) ADJUSTED
 JU1713  ______________________________________________________________________
 JU1713  GEOID HEIGHT    -        -33.046 (meters)                     GEOID18
 JU1713  DYNAMIC HEIGHT  -         10.317 (meters)       33.85  (feet) COMP
 JU1713  MODELED GRAVITY -    980,166.8   (mgal)                       NAVD 88
 JU1713
 JU1713  VERT ORDER      -  FIRST     CLASS II
 JU1713
 JU1713.The horizontal coordinates were determined by differentially corrected
 JU1713.hand held GPS observations or other comparable positioning techniques
 JU1713.and have an estimated accuracy of +/- 3 meters.
 JU1713
 JU1713.The orthometric height was determined by differential leveling and
 JU1713.adjusted by the NATIONAL GEODETIC SURVEY
 JU1713.in June 1991.
 JU1713
 JU1713.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1713.GEOID18 height accuracy estimate available here.
 JU1713
 JU1713.Click photographs - Photos may exist for this station.
 JU1713
 JU1713.The dynamic height is computed by dividing the NAVD 88
 JU1713.geopotential number by the normal gravity value computed on the
 JU1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1713.degrees latitude (g = 980.6199 gals.).
 JU1713
 JU1713.The modeled gravity was interpolated from observed gravity values.
 JU1713
 JU1713;                    North         East    Units  Estimated Accuracy
 JU1713;SPC DE       -   188,138.5     188,496.5     MT  (+/- 3 meters HH1 GPS) 
 JU1713
 JU1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5277694015(NAD 83)
 JU1713
 JU1713                          SUPERSEDED SURVEY CONTROL
 JU1713
 JU1713  NGVD 29 (??/??/??)   10.68   (m)           35.0    (f) RESET       3  
 JU1713  NGVD 29 (01/10/92)   10.576  (m)           34.70   (f) ADJUSTED    1 2
 JU1713
 JU1713.Superseded values are not recommended for survey control.
 JU1713
 JU1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1713.See file dsdata.pdf to determine how the superseded data were derived.
 JU1713
 JU1713_MARKER: DR = REFERENCE MARK DISK
 JU1713_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU1713_SP_SET: CURB
 JU1713_STAMPING: WAR MEMORIAL 2 NO 3 1964
 JU1713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1713
 JU1713  HISTORY     - Date     Condition        Report By
 JU1713  HISTORY     - 1964     MONUMENTED       CGS
 JU1713  HISTORY     - 1979     GOOD             NGS
 JU1713  HISTORY     - 1981     GOOD             UDE
 JU1713  HISTORY     - 19910717 GOOD             USPSQD
 JU1713  HISTORY     - 20000318 MARK NOT FOUND   USPSQD
 JU1713  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1713
 JU1713                          STATION DESCRIPTION
 JU1713
 JU1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1713'1.3 MI E FROM FARNHURST.
 JU1713'67.87 FEET NORTHEAST OF TRAVERSE STATION WAR MEMORIAL 2
 JU1713'DESCRIBED, 68.5 FEET SOUTHWEST OF SOUTHERLY METAL LIGHT POLE
 JU1713'SOUTHEASTERLY OF FLAGPOLE, 76.2 FEET WEST-NORTHWEST R.M. 4,
 JU1713'58.9 FEET NORTHEAST OF SOUTHWEST CORNER OF METAL DRAIN GRILL,
 JU1713'43.7 FEET SOUTHEAST OF SOUTHERLY METAL LIGHT POLE SOUTHWESTERLY
 JU1713'OF FLAGPOLE, AND SET IN A DRILL HOLE FLUSH WITH CURBING.
 JU1713
 JU1713                          STATION RECOVERY (1979)
 JU1713
 JU1713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1713'RECOVERED IN GOOD CONDITION.
 JU1713
 JU1713                          STATION RECOVERY (1981)
 JU1713
 JU1713'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1713'RECOVERED IN GOOD CONDITION.
 JU1713
 JU1713                          STATION RECOVERY (1991)
 JU1713
 JU1713'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSU)
 JU1713'RECOVERED IN GOOD CONDITION.
 JU1713
 JU1713                          STATION RECOVERY (2000)
 JU1713
 JU1713'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU1713'MARK NOT FOUND.
 JU1713
 JU1713                          STATION RECOVERY (2013)
 JU1713
 JU1713'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1713'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2200 ***********************************************************************
 JU2200  DESIGNATION -  WAR MEMORIAL 2 RM 5
 JU2200  PID         -  JU2200
 JU2200  STATE/COUNTY-  DE/NEW CASTLE
 JU2200  COUNTRY     -  US
 JU2200  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU2200
 JU2200                         *CURRENT SURVEY CONTROL
 JU2200  ______________________________________________________________________
 JU2200* NAD 83(1986) POSITION- 39 41 40.25   (N) 075 33 02.23   (W)   HD_HELD1
 JU2200* NAVD 88 ORTHO HEIGHT -    10.027 (meters)       32.90  (feet) ADJUSTED
 JU2200  ______________________________________________________________________
 JU2200  GEOID HEIGHT    -        -33.047 (meters)                     GEOID18
 JU2200  DYNAMIC HEIGHT  -         10.022 (meters)       32.88  (feet) COMP
 JU2200  MODELED GRAVITY -    980,166.8   (mgal)                       NAVD 88
 JU2200
 JU2200  VERT ORDER      -  FIRST     CLASS II
 JU2200
 JU2200.The horizontal coordinates were determined by differentially corrected
 JU2200.hand held GPS observations or other comparable positioning techniques
 JU2200.and have an estimated accuracy of +/- 3 meters.
 JU2200
 JU2200.The orthometric height was determined by differential leveling and
 JU2200.adjusted by the NATIONAL GEODETIC SURVEY
 JU2200.in June 1991.
 JU2200
 JU2200.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2200.GEOID18 height accuracy estimate available here.
 JU2200
 JU2200.Click photographs - Photos may exist for this station.
 JU2200
 JU2200.The dynamic height is computed by dividing the NAVD 88
 JU2200.geopotential number by the normal gravity value computed on the
 JU2200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2200.degrees latitude (g = 980.6199 gals.).
 JU2200
 JU2200.The modeled gravity was interpolated from observed gravity values.
 JU2200
 JU2200;                    North         East    Units  Estimated Accuracy
 JU2200;SPC DE       -   188,120.0     188,510.5     MT  (+/- 3 meters HH1 GPS) 
 JU2200
 JU2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5279093997(NAD 83)
 JU2200
 JU2200                          SUPERSEDED SURVEY CONTROL
 JU2200
 JU2200  NGVD 29 (01/10/92)   10.281  (m)           33.73   (f) ADJUSTED    1 2
 JU2200
 JU2200.Superseded values are not recommended for survey control.
 JU2200
 JU2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2200.See file dsdata.pdf to determine how the superseded data were derived.
 JU2200
 JU2200_MARKER: DR = REFERENCE MARK DISK
 JU2200_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU2200_SP_SET: CURB
 JU2200_STAMPING: WAR MEMORIAL 2 1964 NO 5 1976
 JU2200_MARK LOGO: NGS
 JU2200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU2200
 JU2200  HISTORY     - Date     Condition        Report By
 JU2200  HISTORY     - 1976     MONUMENTED       NGS
 JU2200  HISTORY     - 1979     GOOD             NGS
 JU2200  HISTORY     - 19910717 GOOD             USPSQD
 JU2200  HISTORY     - 20000318 MARK NOT FOUND   USPSQD
 JU2200  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU2200
 JU2200                          STATION DESCRIPTION
 JU2200
 JU2200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JU2200'1.3 MI EAST FROM FARNHURST.
 JU2200'1.3 MILES EAST OF FARNHURST, ABOUT 0.05 MILE SOUTH OF U.S. HIGHWAY
 JU2200'40 (295), ABOUT 0.1 MILE SOUTHWEST OF THE TOLL GATE OF THE DELAWARE
 JU2200'MEMORIAL BRIDGE, 25.5 FEET EAST-NORTHEAST OF TRAVERSE STATION WAR
 JU2200'MEMORIAL 2, 9.5 FEET WEST OF A SMALL ORNAMENTAL CHERRY TREE, 19.4
 JU2200'FEET NORTHWEST OF THE CORNER OF CURB, 29.3 FEET NORTHEAST OF THE
 JU2200'SOUTH END OF CURBING LEADING INTO WAR MEMORIAL, 76.2 FEET SOUTHEAST
 JU2200'OF RM 3, IN A DRILL HOLE FLUSH WITH THE CURBING.
 JU2200
 JU2200                          STATION RECOVERY (1991)
 JU2200
 JU2200'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSU)
 JU2200'RECOVERED IN GOOD CONDITION.
 JU2200
 JU2200                          STATION RECOVERY (2000)
 JU2200
 JU2200'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU2200'MARK NOT FOUND.
 JU2200
 JU2200                          STATION RECOVERY (2013)
 JU2200
 JU2200'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU2200'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3904 ***********************************************************************
 JU3904  DESIGNATION -  WARREN
 JU3904  PID         -  JU3904
 JU3904  STATE/COUNTY-  DE/NEW CASTLE
 JU3904  COUNTRY     -  US
 JU3904  USGS QUAD   -  ELKTON (2016)
 JU3904
 JU3904                         *CURRENT SURVEY CONTROL
 JU3904  ______________________________________________________________________
 JU3904* NAD 83(1991) POSITION- 39 32 46.30701(N) 075 46 47.54346(W)   ADJUSTED
 JU3904* NAVD 88 ORTHO HEIGHT -    15.5   (meters)       51.    (feet) VERTCON3
 JU3904  ______________________________________________________________________
 JU3904  GEOID HEIGHT    -        -33.270 (meters)                     GEOID18
 JU3904  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 JU3904  HORZ ORDER      -  SECOND
 JU3904
 JU3904.The horizontal coordinates were established by classical geodetic methods
 JU3904.and adjusted by the National Geodetic Survey in January 1992.
 JU3904
 JU3904.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3904
 JU3904.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3904.GEOID18 height accuracy estimate available here.
 JU3904
 JU3904.Click photographs - Photos may exist for this station.
 JU3904
 JU3904.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3904
 JU3904. The following values were computed from the NAD 83(1991) position.
 JU3904
 JU3904;                    North         East     Units Scale Factor Converg.
 JU3904;SPC DE       -   171,707.217   168,780.173   MT  1.00000700   -0 13 52.5
 JU3904;SPC DE       -   563,342.76    553,739.62   sFT  1.00000700   -0 13 52.5
 JU3904;SPC MD       -   209,344.837   504,876.562   MT  1.00001824   +0 45 56.9
 JU3904;SPC MD       -   686,825.52  1,656,415.85   sFT  1.00001824   +0 45 56.9
 JU3904;UTM  18      - 4,377,681.803   432,991.287   MT  0.99965528   -0 29 47.6
 JU3904
 JU3904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3904!SPC DE       -   1.00000279  x   1.00000700  =   1.00000979
 JU3904!SPC MD       -   1.00000279  x   1.00001824  =   1.00002103
 JU3904!UTM  18      -   1.00000279  x   0.99965528  =   0.99965807
 JU3904
 JU3904:                Primary Azimuth Mark                     Grid Az
 JU3904:SPC DE       -  WARREN AZ MK                             127 46 47.7
 JU3904:SPC MD       -  WARREN AZ MK                             126 46 58.3
 JU3904:UTM  18      -  WARREN AZ MK                             128 02 42.8
 JU3904
 JU3904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3299177681(NAD 83)
 JU3904
 JU3904|---------------------------------------------------------------------|
 JU3904| PID    Reference Object                     Distance      Geod. Az  |
 JU3904|                                                           dddmmss.s |
 JU3904| CB3174 WARREN RM 1                          13.256 METERS 07623     |
 JU3904| CB3173 WARREN AZ MK                                       1273255.2 |
 JU3904| JU3902 BETHEL RM 3                         APPROX. 1.5 KM 1772844.4 |
 JU3904| JU3915 CHESAPEAKE CITY MUNICIPAL TANK      APPROX. 3.8 KM 2382214.9 |
 JU3904| CB3176 WARREN RM 3                          12.790 METERS 24839     |
 JU3904| CB3175 WARREN RM 2                          12.790 METERS 24840     |
 JU3904| JU3897 BOUNDARY MONUMENT 75 DE MD RESET     31.511 METERS 27000     |
 JU3904| JU3905 BOUNDARY MONUMENT 75                198.670 METERS 34600     |
 JU3904|---------------------------------------------------------------------|
 JU3904
 JU3904                          SUPERSEDED SURVEY CONTROL
 JU3904
 JU3904  NAD 83(1986)-  39 32 46.30010(N)    075 46 47.55065(W) AD(       ) 2
 JU3904  NAD 27      -  39 32 45.90470(N)    075 46 48.78670(W) AD(       ) 2
 JU3904  NGVD 29 (07/19/86)   15.7    (m)           52.     (f) VERT ANG       
 JU3904
 JU3904.Superseded values are not recommended for survey control.
 JU3904
 JU3904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3904.See file dsdata.pdf to determine how the superseded data were derived.
 JU3904
 JU3904_MARKER: DS = TRIANGULATION STATION DISK
 JU3904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3904_STAMPING: WARREN 1961
 JU3904_MARK LOGO: CGS
 JU3904_PROJECTION: RECESSED 46 CENTIMETERS
 JU3904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3904+STABILITY: SURFACE MOTION
 JU3904
 JU3904  HISTORY     - Date     Condition        Report By
 JU3904  HISTORY     - 1961     MONUMENTED       CGS
 JU3904  HISTORY     - 1975     GOOD             NGS
 JU3904  HISTORY     - 1976     GOOD             NGS
 JU3904  HISTORY     - 1977     GOOD             NGS
 JU3904
 JU3904                          STATION DESCRIPTION
 JU3904
 JU3904'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3904'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF GLASGOW
 JU3904'DELAWARE, 2.0 MILES NORTHEAST OF CHESAPEAKE CITY MARYLAND
 JU3904'AND ON PROPERTY OWNED BY MR. FRANCIS WARREN WHO LIVES ABOUT
 JU3904'0.4 MILE NORTHWEST OF THE STATION.
 JU3904'
 JU3904'TO REACH THE STATION FROM THE GENERAL STORE IN CHESAPEAKE CITY,
 JU3904'GO EASTERLY ON STATE HIGHWAY 285 FOR 2.0 MILES TO THE AZIMUTH
 JU3904'MARK ON THE RIGHT AND A SIDE ROAD LEFT, TURN LEFT AND GO
 JU3904'NORTHERLY ON ASPHALT ROAD FOR 0.35 MILE TO A FENCE LINE ON
 JU3904'THE LEFT, TURN LEFT AND FOLLOW FENCE LINE FOR 0.3 MILE TO
 JU3904'THE STATION.
 JU3904'
 JU3904'THE STATION, IS A STANDARD DISK SET IN THE TOP OF A 10 X 10
 JU3904'INCH CONCRETE MONUMENT WHICH IS ABOUT 14 INCHES BELOW THE
 JU3904'SURFACE OF THE GROUND, STAMPED WARREN 1961.  IT IS 57.6 FEET
 JU3904'EAST OF A 4-INCH HICKORY TREE, 3.5 FEET NORTH OF A STANDARD
 JU3904'METAL WITNESS POST AND MARKER AND 3.5 FEET NORTH OF A FENCE LINE.
 JU3904'
 JU3904'REFERENCE MARK 1, IS A STANDARD DISK SET IN THE TOP OF A
 JU3904'10 X 10 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 JU3904'OF THE GROUND, STAMPED WARREN NO 1 1961.  IT IS 100.5 FEET EAST
 JU3904'OF A 4-INCH HICKORY TREE AND 1.0 FEET NORTH OF A FENCE LINE.
 JU3904'
 JU3904'REFERENCE MARK 2, IS A STANDARD DISK SET IN THE TOP OF A
 JU3904'10 X 10 INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 JU3904'OF THE GROUND, STAMPED WARREN NO 2 1961.  IT IS 42.0 FEET WEST OF
 JU3904'A STANDARD METAL WITNESS POST AND MARKER, 15.5 FEET EAST OF A
 JU3904'4-INCH HICKORY TREE AND 1.0 FEET NORTH OF A FENCE LINE. *
 JU3904'
 JU3904'AZIMUTH MARK, IS A STANDARD DISK SET IN THE TOP OF A 10 X 10
 JU3904'INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 JU3904'GROUND, STAMPED WARREN 1961.  IT IS 43.0 FEET SOUTHWEST OF
 JU3904'POWERLINE POLE NUMBER J 205, 21.0 FEET SOUTH OF A T-ROAD
 JU3904'INTERSECTION, 13.0 FEET SOUTH OF THE APPROXIMATE CENTER OF
 JU3904'STATE HIGHWAY 285 AND 2.0 FEET WEST OF HIGHWAY SIGN PAVEMENT
 JU3904'ENDS.
 JU3904'
 JU3904'*AND IS 43.0 FEET EAST OF A STANDARD METAL WITNESS POST AND MARKER.
 JU3904'
 JU3904'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 JU3904
 JU3904                          STATION RECOVERY (1975)
 JU3904
 JU3904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JU3904'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 JU3904'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS
 JU3904'FOUND DESTROYED.  A NEW REFERENCE MARK 3 WAS ESTABLISHED IN THE
 JU3904'NEAR SAME POSITION AS THE FORMER REFERENCE MARK 2.  THE BOUNDARY
 JU3904'MONUMENT NUMBER 75 HAS BEEN DESTROYED.  THE MONUMENT IS NOW
 JU3904'IN THE PRONE POSITION NEAR WHERE REFERENCE MARK 1 IS SET.  THE
 JU3904'OLD POSITION OF THE MONUMENT WAS REESTABLISHED AND A IRON STAKE
 JU3904'DROVE ON THE POINT WHERE THE MARYLAND-DELAWARE LINES MEET.
 JU3904'THERE IS A SEPARATE REPORT ON BOUNDARY MONUMENT NUMBER 75.
 JU3904'
 JU3904'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 JU3904'
 JU3904'THE STATION IS LOCATED 5-1/2 MILES SOUTH OF GLASGOW DELAWARE,
 JU3904'2 MILES NORTHEAST OF CHESAPEAKE CITY AND JUST EAST OF THE
 JU3904'STATE LINE.  THE PROPERTY IS OWNED BY JOHN LOSTEN DAIRY
 JU3904'INC., ROUTE 2, CHESAPEAKE CITY.
 JU3904'
 JU3904'TO REACH THE STATION FROM THE CENTER OF THE SMALL TOWN OF
 JU3904'NORTH CHESAPEAKE CITY, GO EAST ON A PAVED ROAD FOR 2.0 MILES
 JU3904'TO A SIDE ROAD LEFT AND THE AZIMUTH MARK ON THE RIGHT.  TURN
 JU3904'LEFT AND GO NORTH ON A PAVED ROAD FOR 0.35 MILE TO A HIGHLINE
 JU3904'CROSSING.  TURN LEFT AND GO WEST ACROSS A FIELD FOR 0.35 MILE
 JU3904'TO THE TOP OF A SMALL ROLLING HILL AND THE STATION.
 JU3904'
 JU3904'THE STATION MARK IS A STANDARD DISK STAMPED WARREN 1961,
 JU3904'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JU3904'IS 18-INCHES BELOW THE SURFACE.  IT IS 46 FEET WEST OF A
 JU3904'WITNESS POST AND 44 FEET EAST OF A WITNESS POST.
 JU3904'
 JU3904'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WARREN NO 1 1961,
 JU3904'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 JU3904'FLUSH WITH THE SURFACE.  IT IS 2 FEET WEST OF A WITNESS
 JU3904'POST.
 JU3904'
 JU3904'REFERENCE MARK 3 IS A STANDARD DISK STAMPED WARREN 1961 NO
 JU3904'3 1975, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JU3904'WHICH IS FLUSH WITH THE SURFACE.  IT IS 2 FEET EAST OF A
 JU3904'WITNESS POST.
 JU3904'
 JU3904'THE AZIMUTH MARK IS A STANDARD DISK STAMPED WARREN 1961, SET
 JU3904'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 JU3904'2-INCHES BELOW THE SURFACE.  IT IS 43 FEET SOUTHWEST OF A
 JU3904'POWERLINE POLE NUMBERED J 205, 21 FEET SOUTHWEST OF THE CENTER
 JU3904'OF THE T-INTERSECTION, 13 FEET SOUTH OF THE CENTER OF THE
 JU3904'PAVED ROAD AND 2.1 FEET NORTH OF A WITNESS POST.
 JU3904'
 JU3904'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3904'2 MILES NORTHEAST OF CHEASPEAKE CITY.
 JU3904
 JU3904                          STATION RECOVERY (1976)
 JU3904
 JU3904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JU3904'UNABLE TO MEASURE BETWEEN RMS.
 JU3904'
 JU3904'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 JU3904'CONDITION AS DESCRIBED IN THE 1975 DESCRIPTION.  ALL DISTANCES
 JU3904'AND DIRECTIONS WERE WITHIN CLOSE AGREEMENT WITH THE PREVIOUS
 JU3904'OBSERVATIONS.
 JU3904'
 JU3904'THE OLD CROWN STONE FOR BOUNDARY MONUMENT NUMBER 75 WAS
 JU3904'RESET AT THIS DATE, SEE DESCRIPTION THEREOF.
 JU3904'
 JU3904'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3904'2 MILES NORTHEAST OF CHESAPEAKE CITY.
 JU3904
 JU3904                          STATION RECOVERY (1977)
 JU3904
 JU3904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 JU3904'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 JU3904'REFERENCE MARKS WERE NOT DUG DOWN TO.  THE GROUND WAS FROZEN
 JU3904'TO ABOUT 16 INCHES.
 JU3904'
 JU3904'THE MARYLAND-DELAWARE BOUNDARY MONUMENT NUMBER 75 WAS RESET
 JU3904'AT THIS DATE.  SEE DESCRIPTION THEREOF.
 JU3904'
 JU3904'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3904'2 MILES NORTHEAST OF CHESAPEAKE CITY.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1370 ***********************************************************************
 HU1370  DESIGNATION -  WARRINGTON
 HU1370  PID         -  HU1370
 HU1370  STATE/COUNTY-  DE/SUSSEX
 HU1370  COUNTRY     -  US
 HU1370  USGS QUAD   -  REHOBOTH BEACH (2016)
 HU1370
 HU1370                         *CURRENT SURVEY CONTROL
 HU1370  ______________________________________________________________________
 HU1370* NAD 83(1991) POSITION- 38 41 06.59526(N) 075 07 05.97401(W)   ADJUSTED
 HU1370* NAVD 88 ORTHO HEIGHT -     0.6   (meters)        2.    (feet) VERTCON3
 HU1370  ______________________________________________________________________
 HU1370  GEOID HEIGHT    -        -35.697 (meters)                     GEOID18
 HU1370  LAPLACE CORR    -          0.08  (seconds)                    DEFLEC18
 HU1370  HORZ ORDER      -  THIRD
 HU1370
 HU1370.The horizontal coordinates were established by classical geodetic methods
 HU1370.and adjusted by the National Geodetic Survey in January 1992.
 HU1370
 HU1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1370
 HU1370.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1370.GEOID18 height accuracy estimate available here.
 HU1370
 HU1370.Click photographs - Photos may exist for this station.
 HU1370
 HU1370.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1370
 HU1370. The following values were computed from the NAD 83(1991) position.
 HU1370
 HU1370;                    North         East     Units Scale Factor Converg.
 HU1370;SPC DE       -    76,097.252   225,958.205   MT  1.00000329   +0 11 11.3
 HU1370;SPC DE       -   249,662.40    741,331.21   sFT  1.00000329   +0 11 11.3
 HU1370;UTM  18      - 4,281,846.630   489,708.681   MT  0.99960130   -0 04 26.3
 HU1370
 HU1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1370!SPC DE       -   1.00000551  x   1.00000329  =   1.00000880
 HU1370!UTM  18      -   1.00000551  x   0.99960130  =   0.99960681
 HU1370
 HU1370:                Primary Azimuth Mark                     Grid Az
 HU1370:SPC DE       -  WARRINGTON AZ MK                         282 09 22.4
 HU1370:UTM  18      -  WARRINGTON AZ MK                         282 25 00.0
 HU1370
 HU1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8970881846(NAD 83)
 HU1370
 HU1370|---------------------------------------------------------------------|
 HU1370| PID    Reference Object                     Distance      Geod. Az  |
 HU1370|                                                           dddmmss.s |
 HU1370| DC8534 WARRINGTON RM 1                      13.881 METERS 13809     |
 HU1370| DC8535 WARRINGTON RM 2                      10.653 METERS 23536     |
 HU1370| DC8533 WARRINGTON AZ MK                                   2822033.7 |
 HU1370|---------------------------------------------------------------------|
 HU1370
 HU1370                          SUPERSEDED SURVEY CONTROL
 HU1370
 HU1370  NAD 83(1986)-  38 41 06.58044(N)    075 07 05.98615(W) AD(       ) 3
 HU1370  NAD 27      -  38 41 06.18225(N)    075 07 07.32918(W) AD(       ) 3
 HU1370  NGVD 29 (07/19/86)    0.8    (m)            3.     (f) VERT ANG       
 HU1370
 HU1370.Superseded values are not recommended for survey control.
 HU1370
 HU1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1370.See file dsdata.pdf to determine how the superseded data were derived.
 HU1370
 HU1370_MARKER: DS = TRIANGULATION STATION DISK
 HU1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1370_STAMPING: WARRINGTON 1962
 HU1370_MARK LOGO: CGS
 HU1370_PROJECTION: FLUSH
 HU1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1370+STABILITY: SURFACE MOTION
 HU1370
 HU1370  HISTORY     - Date     Condition        Report By
 HU1370  HISTORY     - 1962     MONUMENTED       CGS
 HU1370
 HU1370                          STATION DESCRIPTION
 HU1370
 HU1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1370'THE STATION IS LOCATED ABOUT 3.0 MILES SOUTHWEST OF REHOBOTH
 HU1370'BEACH, DELAWARE, ON THE NORTH SHORE OF REHOBOTH BAY AT THE
 HU1370'SOUTHEAST TIP OF WHITE OAK POINT AND.  PERMISSION WAS GRANTED
 HU1370'BY MR. WARRINGTON.
 HU1370'
 HU1370'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAY 14
 HU1370'AND STATE HIGHWAY 24 WHICH IS ABOUT 3.0 MILES NORTHWEST OF
 HU1370'REHOBOTH BEACH, GO SOUTHERLY ON STATE HIGHWAY 14 FOR 0.35
 HU1370'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WESTERLY ON
 HU1370'ASPHALT ROAD FOR 0.6 MILE TO A SIDE ROAD RIGHT, CONTINUE
 HU1370'STRAIGHT AHEAD ON ASPHALT ROAD 2.15 MILES TO THE OLD LANDING
 HU1370'INFORMATION AND END OF TRUCK TRAVEL.  HERE FOLLOW THE SHORE
 HU1370'LINE FOR ABOUT 0.5 MILE TO THE END OF WHITE OAK POINT AND THE
 HU1370'STATION AS DESCRIBED.
 HU1370'
 HU1370'STATION IS A STANDARD DISK SET IN THE TOP OF A 12 X 12 INCH
 HU1370'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 HU1370'GROUND, STAMPED WARRINGTON 1962.  IT IS 41.5 FEET WEST OF
 HU1370'SIGNAL SIGN AND 7.7 FEET SOUTHEAST OF A STANDARD METAL WITNESS
 HU1370'POST AND MARKER.
 HU1370'
 HU1370'REFERENCE MARK 1 IS A 1-1/2 INCH IRON PIPE WHICH PROJECTS
 HU1370'ABOUT 12 INCHES ABOVE THE SURFACE OF THE GROUND, THERE
 HU1370'ISNT ANY STAMPING ON IT.  IT IS 53.0 FEET SOUTHEAST OF A
 HU1370'STANDARD METAL WITNESS POST AND MARKER AND 23.6 FEET SOUTH
 HU1370'OF A SIGNAL SIGN WITH THE LETTER A.
 HU1370'
 HU1370'REFERENCE MARK 2 IS A STANDARD DISK SET IN THE TOP OF A
 HU1370'12 X 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 5 INCHES
 HU1370'ABOVE THE SURFACE OF THE GROUND, STAMPED WARRINGTON NO 2
 HU1370'1962.  IT IS 68.6 FEET WEST OF A SIGNAL WITH THE LETTER A
 HU1370'ON THE BAYSIDE AND 33.5 FEET SOUTHWEST OF A STANDARD METAL
 HU1370'WITNESS POST AND MARKER.
 HU1370'
 HU1370'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 X 10
 HU1370'INCH CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 HU1370'THE GROUND, STAMPED WARRINGTON 1962.  IT IS 25.0 FEET SOUTH
 HU1370'OF A WILD CHERRY TREE AND 1.7 FEET EAST OF A STANDARD METAL
 HU1370'WITNESS POST AND MARKER.
 HU1370'
 HU1370'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL GO
 HU1370'EASTERLY ALONG THE SHORE FOR ABOUT 221 PACES TO THE AZIMUTH
 HU1370'MARK AS DESCRIBED.
 HU1370'
 HU1370'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU2116 ***********************************************************************
 JU2116  DESIGNATION -  WELSH
 JU2116  PID         -  JU2116
 JU2116  STATE/COUNTY-  DE/NEW CASTLE
 JU2116  COUNTRY     -  US
 JU2116  USGS QUAD   -  NEWARK EAST (2016)
 JU2116
 JU2116                         *CURRENT SURVEY CONTROL
 JU2116  ______________________________________________________________________
 JU2116* NAD 83(1991) POSITION- 39 39 04.04777(N) 075 44 56.76896(W)   ADJUSTED
 JU2116* NAVD 88 ORTHO HEIGHT -    20.935 (meters)       68.68  (feet) ADJUSTED
 JU2116  ______________________________________________________________________
 JU2116  GEOID HEIGHT    -        -33.028 (meters)                     GEOID18
 JU2116  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 JU2116  DYNAMIC HEIGHT  -         20.925 (meters)       68.65  (feet) COMP
 JU2116  MODELED GRAVITY -    980,158.1   (mgal)                       NAVD 88
 JU2116
 JU2116  HORZ ORDER      -  SECOND
 JU2116  VERT ORDER      -  SECOND    CLASS 0
 JU2116
 JU2116.The horizontal coordinates were established by classical geodetic methods
 JU2116.and adjusted by the National Geodetic Survey in January 1992.
 JU2116
 JU2116.The orthometric height was determined by differential leveling and
 JU2116.adjusted by the NATIONAL GEODETIC SURVEY
 JU2116.in June 1991.
 JU2116
 JU2116.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU2116.GEOID18 height accuracy estimate available here.
 JU2116
 JU2116.Click photographs - Photos may exist for this station.
 JU2116
 JU2116.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU2116
 JU2116.The dynamic height is computed by dividing the NAVD 88
 JU2116.geopotential number by the normal gravity value computed on the
 JU2116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU2116.degrees latitude (g = 980.6199 gals.).
 JU2116
 JU2116.The modeled gravity was interpolated from observed gravity values.
 JU2116
 JU2116. The following values were computed from the NAD 83(1991) position.
 JU2116
 JU2116;                    North         East     Units Scale Factor Converg.
 JU2116;SPC DE       -   183,346.805   171,468.194   MT  1.00000502   -0 12 43.7
 JU2116;SPC DE       -   601,530.31    562,558.57   sFT  1.00000502   -0 12 43.7
 JU2116;SPC MD       -   221,029.717   507,361.674   MT  1.00004138   +0 47 06.4
 JU2116;SPC MD       -   725,161.66  1,664,569.09   sFT  1.00004138   +0 47 06.4
 JU2116;SPC PA S     -    37,231.731   771,725.669   MT  1.00005611   +1 17 53.4
 JU2116;SPC PA S     -   122,151.10  2,531,903.30   sFT  1.00005611   +1 17 53.4
 JU2116;UTM  18      - 4,389,304.702   435,732.267   MT  0.99965085   -0 28 40.9
 JU2116
 JU2116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU2116!SPC DE       -   1.00000190  x   1.00000502  =   1.00000692
 JU2116!SPC MD       -   1.00000190  x   1.00004138  =   1.00004328
 JU2116!SPC PA S     -   1.00000190  x   1.00005611  =   1.00005801
 JU2116!UTM  18      -   1.00000190  x   0.99965085  =   0.99965275
 JU2116
 JU2116:                Primary Azimuth Mark                     Grid Az
 JU2116:SPC DE       -  WELSH AZ MK                              153 21 55.5
 JU2116:SPC MD       -  WELSH AZ MK                              152 22 05.4
 JU2116:SPC PA S     -  WELSH AZ MK                              151 51 18.4
 JU2116:UTM  18      -  WELSH AZ MK                              153 37 52.7
 JU2116
 JU2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3573289304(NAD 83)
 JU2116
 JU2116|---------------------------------------------------------------------|
 JU2116| PID    Reference Object                     Distance      Geod. Az  |
 JU2116|                                                           dddmmss.s |
 JU2116| JU2117 WELSH RM 1                           23.390 METERS 15239     |
 JU2116| JU1664 WELSH AZ MK                                        1530911.8 |
 JU2116| JU1663 WELSH 2                              23.278 METERS 25030     |
 JU2116| JU1665 WELSH AZ MK RESET                                  33053     |
 JU2116| JU3834 NEWARK CHRYSLER LARGER TANK         APPROX. 1.7 KM 3322001.6 |
 JU2116| CB3183 WELSH RM 2                           24.404 METERS 33550     |
 JU2116| JU3835 NEWARK CHRYSLER SMALLER TANK        APPROX. 2.0 KM 3460452.0 |
 JU2116|---------------------------------------------------------------------|
 JU2116
 JU2116                          SUPERSEDED SURVEY CONTROL
 JU2116
 JU2116  NAD 83(1986)-  39 39 04.04197(N)    075 44 56.77530(W) AD(       ) 2
 JU2116  NAD 27      -  39 39 03.64850(N)    075 44 58.02190(W) AD(       ) 2
 JU2116  NGVD 29 (11/26/84)   21.272  (m)           69.79   (f) ADJUSTED    2 0
 JU2116
 JU2116.Superseded values are not recommended for survey control.
 JU2116
 JU2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU2116.See file dsdata.pdf to determine how the superseded data were derived.
 JU2116
 JU2116_MARKER: DD = SURVEY DISK
 JU2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU2116_STAMPING: WELSH 1958
 JU2116_MARK LOGO: CGS
 JU2116_PROJECTION: FLUSH
 JU2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU2116+STABILITY: SURFACE MOTION
 JU2116
 JU2116  HISTORY     - Date     Condition        Report By
 JU2116  HISTORY     - 1958     MONUMENTED       CGS
 JU2116  HISTORY     - 1962     GOOD             CGS
 JU2116  HISTORY     - 1964     GOOD             CGS
 JU2116  HISTORY     - 1976     GOOD             LOCENG
 JU2116  HISTORY     - 1981     MARK NOT FOUND   DEDHT
 JU2116
 JU2116                          STATION DESCRIPTION
 JU2116
 JU2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCE)
 JU2116'STATION IS LOCATED ABOUT 2 MILES SOUTH OF NEWARK, DELAWARE
 JU2116'AND ABOUT 3 MILES NORTH OF GLASGOW, DELAWARE AND ABOUT 0.75
 JU2116'MILE SOUTH OF THE UNIVERSITY OF DELAWARE STADIUM.  IT IS 8
 JU2116'FEET SOUTHWEST OF WITNESS MARKER, 8 FEET SOUTHWEST OF
 JU2116'FENCELINE, 31-1/2 FEET NORTHEAST OF CENTERLINE OF ROAD, 31
 JU2116'FEET NORTH OF CULBERT, AND 31 FEET SOUTH OF ROTARY INTERNATIONAL
 JU2116'SIGN.  THE MARK IS A STANDARD TRIANGULATION STATION DISK SET
 JU2116'IN A 10 BY 10 INCH CONCRETE MONUMENT.  FLUSH WITH THE GROUND
 JU2116'AND THE DISK IS STAMPED WELSH 1958.
 JU2116'
 JU2116'REFERENCE MARK NO. 2 IS 1 FOOT SOUTHWEST OF FENCELINE, 39
 JU2116'FEET NORTHEAST OF CENTERLINE OF ROAD, AND 49 FEET NORTHWEST
 JU2116'OF ROTARY INTERNATIONAL SIGN.  THE MARK IS A STANDARD
 JU2116'REFERENCE MARK DISK SET IN A 10 BY 10 INCH CONCRETE
 JU2116'MONUMENT.  SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 JU2116'WELSH NO 2 1958.
 JU2116'
 JU2116'REFERENCE MARK NO. 1 IS 11 FEET SOUTHWEST OF FENCELINE, 29
 JU2116'FEET NORTHEAST OF THE CENTERLINE OF ROAD, 29 FEET
 JU2116'SOUTH-SOUTHWEST OF CULBERT, AND 44 FEET NORTH-NORTHEAST OF
 JU2116'CULBERT.  THE MARK IS A STANDARD REFERENCE MARK DISK SET IN
 JU2116'A 10 BY 10 INCH CONCRETE MONUMENT.  PROJECTS 2 INCHES AND THE
 JU2116'DISK IS STAMPED WELSH NO 1 1958.
 JU2116'
 JU2116'AZIMUTH MARK IS 19 FEET SOUTH-SOUTHEAST OF POWERLINE POLE
 JU2116'NO. 81, 21 FEET WEST-NORTHWEST OF THE CENTERLINE OF ROAD,
 JU2116'AND 1-1/2 FEET NORTH OF WITNESS MARKER.  THE MARK IS A
 JU2116'STANDARD TRIANGULATION AZIMUTH MARK DISK SET IN A 10 BY 10
 JU2116'INCH CONCRETE MONUMENT.  SET FLUSH WITH THE GROUND AND THE
 JU2116'DISK IS STAMPED WELSH 1958.
 JU2116'
 JU2116'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 40 AND STATE
 JU2116'HIGHWAY NO. 896 IN GLASGOW, GO NORTH ON STATE HIGHWAY NO. 896
 JU2116'FOR 2.0 MILES TO CROSSROADS AT CAUTION LIGHT, CONTINUE STRAIGHT
 JU2116'AHEAD FOR 0.85 MILE TO AZIMUTH MARK ON RIGHT, CONTINUE STRAIGHT
 JU2116'AHEAD FOR 0.20 MILE TO STATION ON RIGHT AS DESCRIBED.
 JU2116'
 JU2116'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 JU2116
 JU2116                          STATION RECOVERY (1962)
 JU2116
 JU2116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JS)
 JU2116'STATION, REFERENCE MARKS NOS. 1 AND 2, AND AZIMUTH MARK
 JU2116'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE AZIMUTH MARK IS
 JU2116'IN THE WAY OF NEW ROAD CONSTRUCTION.  A NEW AZIMUTH MARK WAS
 JU2116'ESTABLISHED ABOUT 0.5 MILE NORTH OF THE OLD AZIMUTH MARK.  A
 JU2116'NEW DESCRIPTION FOLLOWS.
 JU2116'
 JU2116'AZIMUTH MARK IS ON THE PROPERTY OF THE HUMBLE OIL CO. (ESSO)
 JU2116'AT THE NORTHWEST CORNER OF S. COLLEGE AVE. (STATE HIGHWAY 896)
 JU2116'AND PLYMOUTH DRIVE, 88.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 JU2116'OF THE ESSO STATION, 23.7 FEET WEST OF ESSO SIGN, 28.5 FEET
 JU2116'WEST OF FIREPLUG, 81.0 FEET SOUTHWEST OF THE INTERSECTION OF
 JU2116'S. COLLEGE AVE. AND PLYMOUTH DRIVE, 85.0 FEET NORTH OF A SMALL
 JU2116'BRICK SHED.  THE MARK IS A STANDARD AZIMUTH MARK DISK SET IN
 JU2116'A 12-INCH CONCRETE CYLINDER FLUSH WITH THE GROUND AND STAMPED
 JU2116'WELSH 1958 RESET 1962.
 JU2116
 JU2116                          STATION RECOVERY (1964)
 JU2116
 JU2116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 JU2116'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 JU2116'FOUND IN GOOD CONDITION, REFERENCE MARK NO. 1 AND THE AZIMUTH
 JU2116'MARK HAVE BEEN DESTROYED.  IT WAS NECESSARY TO DESTROY THE
 JU2116'STATION MARK AND REFERENCE MARK NO. 2 DUE TO THE NEW
 JU2116'CONSTRUCTION IN THE AREA.  A NEW STATION WELSH 2 WAS ESTABLISHED.
 JU2116
 JU2116                          STATION RECOVERY (1976)
 JU2116
 JU2116'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 JU2116'RECOVERED BY BJ CAMPAGNA INC.
 JU2116'
 JU2116'WELSH AZIMUTH 1958 RESET 1962 WAS FOUND IN GOOD CONDITION AS
 JU2116'DESCRIBED.  IT IS 4 INCHES BELOW GROUND LEVEL.
 JU2116
 JU2116                          STATION RECOVERY (1981)
 JU2116
 JU2116'RECOVERY NOTE BY DE DEPT OF HIGHWAYS 1981 (GS)
 JU2116'WEISH AZI (RESET) RECOVERED IN GOOD CONDITION.
 JU2116'
 JU2116'DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTH OF NEWARK OFF 896.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1663 ***********************************************************************
 JU1663  DESIGNATION -  WELSH 2
 JU1663  PID         -  JU1663
 JU1663  STATE/COUNTY-  DE/NEW CASTLE
 JU1663  COUNTRY     -  US
 JU1663  USGS QUAD   -  NEWARK EAST (2016)
 JU1663
 JU1663                         *CURRENT SURVEY CONTROL
 JU1663  ______________________________________________________________________
 JU1663* NAD 83(1991) POSITION- 39 39 03.79577(N) 075 44 57.68933(W)   NO CHECK
 JU1663* NAVD 88 ORTHO HEIGHT -    21.078 (meters)       69.15  (feet) ADJUSTED
 JU1663  ______________________________________________________________________
 JU1663  GEOID HEIGHT    -        -33.028 (meters)                     GEOID18
 JU1663  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 JU1663  DYNAMIC HEIGHT  -         21.068 (meters)       69.12  (feet) COMP
 JU1663  MODELED GRAVITY -    980,158.0   (mgal)                       NAVD 88
 JU1663
 JU1663  HORZ ORDER      -  THIRD
 JU1663  VERT ORDER      -  SECOND    CLASS 0
 JU1663
 JU1663.The horizontal coordinates were established by classical geodetic methods
 JU1663.and adjusted by the National Geodetic Survey in January 1992.
 JU1663
 JU1663.No horizontal observational check was made to the station.
 JU1663
 JU1663.The orthometric height was determined by differential leveling and
 JU1663.adjusted by the NATIONAL GEODETIC SURVEY
 JU1663.in June 1991.
 JU1663
 JU1663.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1663.GEOID18 height accuracy estimate available here.
 JU1663
 JU1663.Click photographs - Photos may exist for this station.
 JU1663
 JU1663.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1663
 JU1663.The dynamic height is computed by dividing the NAVD 88
 JU1663.geopotential number by the normal gravity value computed on the
 JU1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1663.degrees latitude (g = 980.6199 gals.).
 JU1663
 JU1663.The modeled gravity was interpolated from observed gravity values.
 JU1663
 JU1663. The following values were computed from the NAD 83(1991) position.
 JU1663
 JU1663;                    North         East     Units Scale Factor Converg.
 JU1663;SPC DE       -   183,339.115   171,446.222   MT  1.00000503   -0 12 44.3
 JU1663;SPC DE       -   601,505.08    562,486.48   sFT  1.00000503   -0 12 44.3
 JU1663;SPC MD       -   221,021.644   507,339.839   MT  1.00004136   +0 47 05.8
 JU1663;SPC MD       -   725,135.18  1,664,497.46   sFT  1.00004136   +0 47 05.8
 JU1663;SPC PA S     -    37,223.463   771,703.907   MT  1.00005612   +1 17 52.8
 JU1663;SPC PA S     -   122,123.98  2,531,831.90   sFT  1.00005612   +1 17 52.8
 JU1663;UTM  18      - 4,389,297.116   435,710.268   MT  0.99965088   -0 28 41.5
 JU1663
 JU1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1663!SPC DE       -   1.00000187  x   1.00000503  =   1.00000690
 JU1663!SPC MD       -   1.00000187  x   1.00004136  =   1.00004323
 JU1663!SPC PA S     -   1.00000187  x   1.00005612  =   1.00005799
 JU1663!UTM  18      -   1.00000187  x   0.99965088  =   0.99965275
 JU1663
 JU1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3571089297(NAD 83)
 JU1663
 JU1663|---------------------------------------------------------------------|
 JU1663| PID    Reference Object                     Distance      Geod. Az  |
 JU1663|                                                           dddmmss.s |
 JU1663| CB3183 WELSH RM 2                                         02141     |
 JU1663| JU2116 WELSH                                23.278 METERS 07030     |
 JU1663| CB3185 WELSH 2 RM 4                         17.607 METERS 24140     |
 JU1663| CB3184 WELSH 2 RM 3                         16.998 METERS 33615     |
 JU1663|---------------------------------------------------------------------|
 JU1663
 JU1663                          SUPERSEDED SURVEY CONTROL
 JU1663
 JU1663  NAD 83(1986)-  39 39 03.78997(N)    075 44 57.69566(W) AD(       ) 3
 JU1663  NAD 27      -  39 39 03.39650(N)    075 44 58.94220(W) AD(       ) 3
 JU1663  NGVD 29 (??/??/??)   20.88   (m)           68.5    (f) RESET       3  
 JU1663
 JU1663.Superseded values are not recommended for survey control.
 JU1663
 JU1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1663.See file dsdata.pdf to determine how the superseded data were derived.
 JU1663
 JU1663_MARKER: DS = TRIANGULATION STATION DISK
 JU1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1663_STAMPING: WELSH 2 1964
 JU1663_MARK LOGO: CGS
 JU1663_PROJECTION: FLUSH
 JU1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1663+STABILITY: SURFACE MOTION
 JU1663
 JU1663  HISTORY     - Date     Condition        Report By
 JU1663  HISTORY     - 1964     MONUMENTED       CGS
 JU1663  HISTORY     - 1964     GOOD             CGS
 JU1663  HISTORY     - 1971     GOOD             NGS
 JU1663  HISTORY     - 1973     MARK NOT FOUND   NGS
 JU1663  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1663
 JU1663                          STATION DESCRIPTION
 JU1663
 JU1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (CFO)
 JU1663'THE STATION IS LOCATED ABOUT 3.0 MILES NORTH OF GLASGOW, 2.0
 JU1663'MILES SOUTH OF NEWARK AND 0.2 MILE NORTH OF THE INTERSTATE
 JU1663'HIGHWAY 95 INTERCHANGE.  IN THE SOUTHEAST CORNER OF A YARD OF
 JU1663'MR. JAMES F. WOOD JR., IT IS 74.0 FEET SOUTH OF THE CENTERLINE
 JU1663'OF THE PRIVATE DRIVEWAY, 44.0 FEET WEST OF CENTERLINE OF THE
 JU1663'HIGHWAY, 33.0 FEET NORTH OF POWERLINE POLE NO. 76 AND 3.5 FEET
 JU1663'WEST OF THE PROPERTY CORNER MARK, AND IN LINE WITH A ROW OF
 JU1663'SMALL CONIFERS.  THE MARK IS A STANDARD TRIANGULATION STATION
 JU1663'DISK SET IN A 10 X 10 IN CONCRETE MONUMENT AND SET FLUSH WITH
 JU1663'THE GROUND.  THE DISK IS STAMPED WELSH 2 1964.
 JU1663'
 JU1663'REFERENCE MARK NO.3 IS 38.0 FEET WEST OF CENTERLINE OF THE
 JU1663'HIGHWAY, 18.5 FEET SOUTH OF CENTERLINE OF THE PRIVATE DRIVEWAY
 JU1663'AND IN LINE WITH THE UTILITY POLES.  A STANDARD REFERENCE MARK
 JU1663'DISK SET IN A 12 X 12 IN CONCRETE MONUMENT AND SET FLUSH WITH
 JU1663'THE GROUND AND THE DISK IS STAMPED WELSH 2 NO 3 1964.
 JU1663'
 JU1663'REFERENCE MARK NO.4 IS 70.5 FEET SOUTH OF CENTER OF THE
 JU1663'PRIVATE DRIVEWAY AND 2.0 FEET NORTH OF THE ROW OF SMALL
 JU1663'CONIFERS.  A STANDARD AZIMUTH MARK DISK SET IN A 12 X 12 IN
 JU1663'CONCRETE MONUMENT AND SET FLUSH WITH THE GROUND AND THE DISK
 JU1663'IS STAMPED WELSH 2 NO 4 1964.
 JU1663'
 JU1663'TO REACH FROM THE PENNSYLVANIA RAILROAD OVERPASS IN THE SOUTH
 JU1663'PART OF NEWARK, GO SOUTHERLY ON STATE HIGHWAY 896 FOR 1.5 MILE
 JU1663'TO THE STATION ON THE RIGHT AS DESCRIBED.
 JU1663'
 JU1663'NOTE--STATION WELSH AND REFERENCE MARK NO. 2 WERE DESTROYED
 JU1663'WHEN THE OBSERVATIONS WERE COMPLETED.
 JU1663
 JU1663                          STATION RECOVERY (1964)
 JU1663
 JU1663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 JU1663'1.5 MI S FROM NEWARK.
 JU1663'1.5 MILES SOUTH ALONG STATE HIGHWAY 896 FROM THE PENNSYLVANIA
 JU1663'RAILROAD OVERPASS IN THE SOUTH PART OF NEWARK, 0.2 MILE NORTH OF
 JU1663'THE EXPRESSWAY INTERCHANGE IN THE SOUTHEAST CORNER OF PROPERTY
 JU1663'OF JAMES F. WOOD.  74 FEET SOUTH OF CENTER LINE OF THE DRIVEWAY,
 JU1663'44 FEET WEST OF CENTERLINE OF THE HIGHWAY, 33 FEET NORTH OF A
 JU1663'POWERLINE POLE NO. 76, 3.5 FEET WEST OF THE PROPERTY CORNER MARK
 JU1663'AND IN LINE WITH THE ROW OF CONIFERS.  A STANDARD STATION MARK
 JU1663'DISK IN THE TOP OF A CONCRETE MONUMENT AND FLUSH WITH THE GROUND.
 JU1663
 JU1663                          STATION RECOVERY (1971)
 JU1663
 JU1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (NER)
 JU1663'STATION, REFERENCE MARK NO 4 WERE RECOVERED AS DESCRIBED BY
 JU1663'C.F.O. IN 1964.  NOTE--REFERENCE MARK NO 3 HAS BEEN DESTROYED
 JU1663'BY CONSTRUCTION.  THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED.
 JU1663'IT IS ON PROPERTY OF THE HUMBLE OIL
 JU1663'COMPANY (ESSO) AND AT THE CORNER OF S. COLLEGE AVE. (ROUTE 896)
 JU1663'AND PLYMOUTH DRIVE, 88.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 JU1663'OF THE STATION, 23.7 FEET WEST OF AN ESSO SIGN, 28.5 FEET
 JU1663'WEST OF A FIRE PLUG, 81 FEET SOUTHWEST OF THE INTERSECTION
 JU1663'OF S. COLLEGE AVE. AND PLYMOUTH DRIVE AND 85 FEET NORTH OF A
 JU1663'SMALL BRICK SHED.  THE DISK IS CEMENTED IN THE TOP OF A
 JU1663'CONCRETE POST, ABOUT 4 INCHES BELOW THE SURFACE AND STAMPED
 JU1663'WELSH 1958 RESET 1962.
 JU1663'
 JU1663'STATION MARK IS 22 FEET WEST OF THE WEST EDGE OF STATE
 JU1663'HIGHWAY 896, 19 FEET NORTH OF A CONCRETE CURB ENTRANCE TO
 JU1663'HORNES RESTAURANT, 7 FEET WEST OF THE WEST EDGE OF A CONCRETE
 JU1663'SIDEWALK, 5 FEET WEST-NORTHWEST OF A POWER-LINE POLE AND 3.5
 JU1663'FEET SOUTH OF THE SOUTHEAST CORNER OF A MOBIL SERVICE STATION
 JU1663'BLACK-TOP PARKING AREA.  THE STATION CAN BE PANELED.  THERE
 JU1663'IS A PANEL OVER THE STATION MARK AT THIS TIME.  WHO IT BELONGS
 JU1663'TO IS UNKNOWN.
 JU1663
 JU1663                          STATION RECOVERY (1973)
 JU1663
 JU1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 JU1663'THE STATION WAS SEARCHED FOR BUT NO MARKS WERE FOUND.  IT IS
 JU1663'BELIEVED ALL MARKS WERE DESTROYED DURING CONSTRUCTION IN THE
 JU1663'AREA WHERE THE STATION WAS.
 JU1663'
 JU1663'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU1663'2 MILES SOUTH OF NEWARK.
 JU1663
 JU1663                          STATION RECOVERY (1981)
 JU1663
 JU1663'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1663'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1664 ***********************************************************************
 JU1664  DESIGNATION -  WELSH AZ MK
 JU1664  PID         -  JU1664
 JU1664  STATE/COUNTY-  DE/NEW CASTLE
 JU1664  COUNTRY     -  US
 JU1664  USGS QUAD   -  NEWARK EAST (2016)
 JU1664
 JU1664                         *CURRENT SURVEY CONTROL
 JU1664  ______________________________________________________________________
 JU1664* NAD 83(1986) POSITION- 39 38 52.     (N) 075 44 49.     (W)   SCALED
 JU1664* NAVD 88 ORTHO HEIGHT -    20.398 (meters)       66.92  (feet) ADJUSTED
 JU1664  ______________________________________________________________________
 JU1664  GEOID HEIGHT    -        -33.030 (meters)                     GEOID18
 JU1664  DYNAMIC HEIGHT  -         20.388 (meters)       66.89  (feet) COMP
 JU1664  MODELED GRAVITY -    980,158.5   (mgal)                       NAVD 88
 JU1664
 JU1664  VERT ORDER      -  SECOND    CLASS 0
 JU1664
 JU1664.The horizontal coordinates were scaled from a map and have
 JU1664.an estimated accuracy of +/- 6 seconds.
 JU1664
 JU1664.The orthometric height was determined by differential leveling and
 JU1664.adjusted by the NATIONAL GEODETIC SURVEY
 JU1664.in June 1991.
 JU1664
 JU1664.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1664.GEOID18 height accuracy estimate available here.
 JU1664
 JU1664.Click photographs - Photos may exist for this station.
 JU1664
 JU1664.The dynamic height is computed by dividing the NAVD 88
 JU1664.geopotential number by the normal gravity value computed on the
 JU1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1664.degrees latitude (g = 980.6199 gals.).
 JU1664
 JU1664.The modeled gravity was interpolated from observed gravity values.
 JU1664
 JU1664;                    North         East    Units  Estimated Accuracy
 JU1664;SPC DE       -   182,980.      171,650.      MT  (+/- 180 meters Scaled)
 JU1664
 JU1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ359889(NAD 83)
 JU1664
 JU1664                          SUPERSEDED SURVEY CONTROL
 JU1664
 JU1664  NGVD 29 (11/26/84)   20.735  (m)           68.03   (f) ADJUSTED    2 0
 JU1664
 JU1664.Superseded values are not recommended for survey control.
 JU1664
 JU1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1664.See file dsdata.pdf to determine how the superseded data were derived.
 JU1664
 JU1664_MARKER: DZ = AZIMUTH MARK DISK
 JU1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1664_STAMPING: WELSH 1958
 JU1664_MARK LOGO: CGS
 JU1664_PROJECTION: FLUSH
 JU1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1664+STABILITY: SURFACE MOTION
 JU1664
 JU1664  HISTORY     - Date     Condition        Report By
 JU1664  HISTORY     - 1958     MONUMENTED       CGS
 JU1664  HISTORY     - 1959     GOOD             CGS
 JU1664
 JU1664                          STATION DESCRIPTION
 JU1664
 JU1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1664'1.7 MI S FROM NEWARK.
 JU1664'ABOUT 1.7 MILES SOUTH ALONG STATE HIGHWAY 896 FROM THE CENTER
 JU1664'OF THE HIGHWAY OVERPASS OVER THE PENNSYLVANIA RAILROAD IN THE
 JU1664'SOUTH PART OF NEWARK, 291 FEET SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST
 JU1664'END OF THE WEST-SOUTHWEST BANISTER OF HIGHWAY CONCRETE BRIDGE
 JU1664'OVER CHRISTINA RIVER, 20 FEET SOUTHWEST OF THE CENTER LINE OF
 JU1664'THE HIGHWAY, 1/2 FOOT EAST-NORTHEAST OF THE GUARD RAIL, 20 FEET
 JU1664'EAST OF CABLE LINE POLE 81, ABOUT LEVEL WITH THE HIGHWAY, AND
 JU1664'SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1665 ***********************************************************************
 JU1665  DESIGNATION -  WELSH AZ MK RESET
 JU1665  PID         -  JU1665
 JU1665  STATE/COUNTY-  DE/NEW CASTLE
 JU1665  COUNTRY     -  US
 JU1665  USGS QUAD   -  NEWARK WEST (2016)
 JU1665
 JU1665                         *CURRENT SURVEY CONTROL
 JU1665  ______________________________________________________________________
 JU1665* NAD 83(1986) POSITION- 39 39 12.     (N) 075 45 03.     (W)   SCALED
 JU1665* NAVD 88 ORTHO HEIGHT -    24.31  (+/-2cm)       79.8   (feet) VERTCON3
 JU1665  ______________________________________________________________________
 JU1665  GEOID HEIGHT    -        -33.027 (meters)                     GEOID18
 JU1665  VERT ORDER      -  THIRD (See Below)
 JU1665
 JU1665.The horizontal coordinates were scaled from a map and have
 JU1665.an estimated accuracy of +/- 6 seconds.
 JU1665
 JU1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU1665
 JU1665.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1665.GEOID18 height accuracy estimate available here.
 JU1665
 JU1665.The vertical order pertains to the NGVD 29 superseded value.
 JU1665
 JU1665.Click photographs - Photos may exist for this station.
 JU1665
 JU1665;                    North         East    Units  Estimated Accuracy
 JU1665;SPC DE       -   183,590.      171,320.      MT  (+/- 180 meters Scaled)
 JU1665
 JU1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ355895(NAD 83)
 JU1665
 JU1665                          SUPERSEDED SURVEY CONTROL
 JU1665
 JU1665  NGVD 29 (??/??/??)   24.66   (m)           80.9    (f) RESET       3  
 JU1665
 JU1665.Superseded values are not recommended for survey control.
 JU1665
 JU1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1665.See file dsdata.pdf to determine how the superseded data were derived.
 JU1665
 JU1665_MARKER: DZ = AZIMUTH MARK DISK
 JU1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1665_STAMPING: WELSH 1958 RESET 1962
 JU1665_MARK LOGO: CGS
 JU1665_PROJECTION: RECESSED 10 CENTIMETERS
 JU1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1665+STABILITY: SURFACE MOTION
 JU1665
 JU1665  HISTORY     - Date     Condition        Report By
 JU1665  HISTORY     - 1962     MONUMENTED       CGS
 JU1665  HISTORY     - 1976     GOOD             LOCENG
 JU1665  HISTORY     - 19910101 MARK NOT FOUND   USGS
 JU1665  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1665
 JU1665                          STATION DESCRIPTION
 JU1665
 JU1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 JU1665'1.2 MI S FROM NEWARK.
 JU1665'1.25 MILES SOUTH ALONG STATE HIGHWAY 896 FROM THE CENTER OF THE
 JU1665'HIGHWAY OVERPASS OVER THE PENNSYLVANIA RAILROAD IN THE SOUTH
 JU1665'PART OF NEWARK, ON THE PROPERTY OF THE HUMBLE OIL COMPANY (ESSO)
 JU1665'AT THE NORTHWEST CORNER OF S. COLLEGE AVE. (ROUTE 896) AND
 JU1665'PLYMOUTH DRIVE, 88.5 FEET SOUTHEAST OF SOUTHEAST CORNER OF THE
 JU1665'ESSO STATION, 23.7 FEET WEST OF ESSO SIGN, 28.5 FEET WEST OF FIRE
 JU1665'PLUG, 81.0 FEET SOUTHWEST OF INTERSECTION OF S. COLLEGE AVE. AND
 JU1665'PLYMOUTH DRIVE, 85.0 FEET NORTH OF A SMALL BRICK SHED, AND
 JU1665'SET IN THE TOP OF A CONCRETE CYLINDER FLUSH WITH THE GROUND.
 JU1665
 JU1665                          STATION RECOVERY (1976)
 JU1665
 JU1665'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 JU1665'RECOVERED BY BJ CAMPAGNA INC.
 JU1665'
 JU1665'WELSH AZIMUTH 1958 RESET 1962 WAS FOUND IN GOOD CONDITION AS
 JU1665'DESCRIBED.  IT IS 4 INCHES BELOW GROUND LEVEL.
 JU1665
 JU1665                          STATION RECOVERY (1991)
 JU1665
 JU1665'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991 (JWO)
 JU1665'MARK NOT FOUND AFTER SEARCH.  DESCRIPTION PUTS MARK IN THE MIDDLE OF A
 JU1665'LANDSCAPED FERN FLOWER BED.  GAS STATION OWNER ASKED ME NOT TO DIG
 JU1665'AROUND IN PLOT.  MARK COULD WELL STILL BE THERE.
 JU1665
 JU1665                          STATION RECOVERY (2013)
 JU1665
 JU1665'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1665'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3528 ***********************************************************************
 JU3528  DESIGNATION -  WHARTON
 JU3528  PID         -  JU3528
 JU3528  STATE/COUNTY-  DE/NEW CASTLE
 JU3528  COUNTRY     -  US
 JU3528  USGS QUAD   -  MILLINGTON (2016)
 JU3528
 JU3528                         *CURRENT SURVEY CONTROL
 JU3528  ______________________________________________________________________
 JU3528* NAD 83(1991) POSITION- 39 19 52.02814(N) 075 45 46.20309(W)   ADJUSTED
 JU3528* NAVD 88 ORTHO HEIGHT -    24.3   (meters)       80.    (feet) VERTCON3
 JU3528  ______________________________________________________________________
 JU3528  GEOID HEIGHT    -        -33.630 (meters)                     GEOID18
 JU3528  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 JU3528  HORZ ORDER      -  SECOND
 JU3528
 JU3528.The horizontal coordinates were established by classical geodetic methods
 JU3528.and adjusted by the National Geodetic Survey in January 1992.
 JU3528
 JU3528.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3528
 JU3528.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3528.GEOID18 height accuracy estimate available here.
 JU3528
 JU3528.Click photographs - Photos may exist for this station.
 JU3528
 JU3528.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3528
 JU3528. The following values were computed from the NAD 83(1991) position.
 JU3528
 JU3528;                    North         East     Units Scale Factor Converg.
 JU3528;SPC DE       -   147,822.747   170,153.134   MT  1.00000596   -0 13 09.9
 JU3528;SPC DE       -   484,981.80    558,244.07   sFT  1.00000596   -0 13 09.9
 JU3528;SPC MD       -   185,488.043   506,664.668   MT  0.99998136   +0 46 35.4
 JU3528;SPC MD       -   608,555.35  1,662,282.33   sFT  0.99998136   +0 46 35.4
 JU3528;UTM  18      - 4,353,799.660   434,253.443   MT  0.99965322   -0 29 00.6
 JU3528
 JU3528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3528!SPC DE       -   1.00000147  x   1.00000596  =   1.00000743
 JU3528!SPC MD       -   1.00000147  x   0.99998136  =   0.99998283
 JU3528!UTM  18      -   1.00000147  x   0.99965322  =   0.99965469
 JU3528
 JU3528:                Primary Azimuth Mark                     Grid Az
 JU3528:SPC DE       -  WOODALL                                  267 01 21.6
 JU3528:SPC MD       -  WOODALL                                  266 01 36.3
 JU3528:UTM  18      -  WOODALL                                  267 17 12.3
 JU3528
 JU3528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3425353799(NAD 83)
 JU3528
 JU3528|---------------------------------------------------------------------|
 JU3528| PID    Reference Object                     Distance      Geod. Az  |
 JU3528|                                                           dddmmss.s |
 JU3528| CB3200 WHARTON RM 4                         66.294 METERS 09432     |
 JU3528| CB3197 WHARTON RM 1                         14.715 METERS 16744     |
 JU3528| CB3198 WHARTON RM 2                         20.824 METERS 25621     |
 JU3528| JU3531 BDY MON 60 DE MD RESET                0.638 METERS 26626     |
 JU3528| JU3527 WOODALL                             APPROX. 9.3 KM 2664811.7 |
 JU3528| CB3199 WHARTON RM 3                         20.717 METERS 28136     |
 JU3528| CB3196 WHARTON AZ MK                                      3334902.4 |
 JU3528|---------------------------------------------------------------------|
 JU3528
 JU3528                          SUPERSEDED SURVEY CONTROL
 JU3528
 JU3528  NAD 83(1986)-  39 19 52.01995(N)    075 45 46.21204(W) AD(       ) 2
 JU3528  NAD 27      -  39 19 51.61710(N)    075 45 47.45300(W) AD(       ) 2
 JU3528  NGVD 29 (07/19/86)   24.5    (m)           80.     (f) VERT ANG       
 JU3528
 JU3528.Superseded values are not recommended for survey control.
 JU3528
 JU3528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3528.See file dsdata.pdf to determine how the superseded data were derived.
 JU3528
 JU3528_MARKER: DS = TRIANGULATION STATION DISK
 JU3528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3528_STAMPING: WHARTON 1934
 JU3528_MARK LOGO: CGS
 JU3528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3528+STABILITY: SURFACE MOTION
 JU3528_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3528+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU3528
 JU3528  HISTORY     - Date     Condition        Report By
 JU3528  HISTORY     - 1934     MONUMENTED       CGS
 JU3528  HISTORY     - 1943     GOOD             CGS
 JU3528  HISTORY     - 1961     GOOD             CGS
 JU3528  HISTORY     - 1961     GOOD             CGS
 JU3528  HISTORY     - 1976     GOOD             NGS
 JU3528  HISTORY     - 20130711 GOOD             DELCOS
 JU3528
 JU3528                          STATION DESCRIPTION
 JU3528
 JU3528'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JB)
 JU3528'STATION IS ON THE PROPERTY OF W.G. WHARTON, IN A SMALL
 JU3528'CLEARING SURROUNDED BY WOODS, 76 FEET SE OF A 24-INCH BLACK
 JU3528'JACK TREE, 62 FEET NNE OF THE CENTER LINE OF A DIRT ROAD,
 JU3528'AND 25.5 FEET W OF A 30-INCH HOLLOW SWEET GUM TREE.  THE
 JU3528'STATION PROJECTS 6 INCHES ABOVE GROUND AND IS STAMPED WHARTON
 JU3528'1934.  THIS IS A SECOND-ORDER STATION.
 JU3528'
 JU3528'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD
 JU3528'BRONZE DISKS SET IN CONCRETE.
 JU3528'
 JU3528'REFERENCE MARK NO. 1 IS 48.27 FEET S OF THE STATION, 25.5
 JU3528'FEET NE OF THE CENTER LINE OF A DIRT ROAD, 9.5 FEET W OF
 JU3528'AN 18-INCH OAK TREE WITH A STUMP ON THE N SIDE, 8.6 FEET
 JU3528'N OF A 30-INCH OAK TREE WITH A STONE EMBEDDED IN THE ROOT
 JU3528'WHICH IS ON THE DELAWARE-MARYLAND BOUNDARY.  THE MARK IS
 JU3528'IN A FENCE LINE AND ON THE DELAWARE-MARYLAND BOUNDARY.  THE
 JU3528'MARK PROJECTS 6 INCHES ABOVE GROUND AND IS STAMPED
 JU3528'WHARTON NO. 1 1934.  A 103-FOOT TOWER CLEARED LINES.
 JU3528'
 JU3528'REFERENCE MARK NO. 2 IS 68.32 FEET WSW OF THE STATION,
 JU3528'AND 11 FEET SSW OF THE CENTER LINE OF A DIRT ROAD.  THE MARK
 JU3528'IS FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 JU3528'WHARTON NO. 2 1934.
 JU3528'
 JU3528'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NNW OF THE STATION,
 JU3528'APPROXIMATELY 0.15 MILE NE OF THE MAIN DIRT ROAD, 74 PACES
 JU3528'NW OF A GROUP OF PEACH TREES, AND 2 FEET SE OF A FENCE
 JU3528'LINE.  THE MARK IS VISIBLE FROM THE GROUND WITH CLEARING.  THE
 JU3528'MARK PROJECTS 6 INCHES ABOVE GROUND AND IS STAMPED WHARTON
 JU3528'AZIMUTH MARK 1934.
 JU3528'
 JU3528'TO REACH THE STATION FROM THE POST OFFICE AT MASSEY GO N
 JU3528'ON A CONCRETE ROAD FOR ABOUT 2.3 MILES TO MILEAGE MARKER
 JU3528'23 AND A DIRT CROSS ROAD, THEN TURN RIGHT ON A DIRT ROAD AND
 JU3528'FOLLOW THE MAIN-TRAVELED ROAD FOR ABOUT 2.4 MILES TO A CROSS
 JU3528'ROAD WHICH IS ABOUT 75 YARDS E OF GALT RAILROAD STATION,
 JU3528'TURN RIGHT ON A DIRT ROAD FOR ABOUT 0.8 MILE TO A BEND IN
 JU3528'THE ROAD AND THE STATION.
 JU3528
 JU3528                          STATION RECOVERY (1943)
 JU3528
 JU3528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RLS)
 JU3528'RECOVERED EXCEPT FOR THE FOLLOWING--
 JU3528'
 JU3528'R.M. 2 IS 89.52 FEET WSW OF THE STATION, NOT 68.32 FT.
 JU3528'
 JU3528'THE DISK HAS BEEN KNOCKED OUT OF THE CONCRETE MONUMENT,
 JU3528'PROBABLY BY A ROAD SCRAPER.  HOWEVER, THE HOLE REMAINS,
 JU3528'SHOWING THE LOCATION OF THE DISK.
 JU3528'
 JU3528'DELETE THE PHRASE 25.5 FEET W OF A 30-INCH HOLLOW SWEET
 JU3528'GUM TREE.
 JU3528'
 JU3528'WITH REFERENCE TO AZIMUTH MARK, IT IS 74 PACES SE OF A
 JU3528'SINGLE PEACH TREE, NOT 74 PACES NW OF A GROUP OF PEACH TREES.
 JU3528
 JU3528                          STATION RECOVERY (1961)
 JU3528
 JU3528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CLN)
 JU3528'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 4
 JU3528'WERE RECOVERED AND FOUND IN GOOD CONDITION AS
 JU3528'DESCRIBED.  REFERENCE MARK 3 WAS NOT FOUND, HOWEVER IT IS
 JU3528'BELIEVED STILL INTACT UNDER WATER AND ICE.  IN DRY WEATHER IT
 JU3528'CAN PROBABLY BE RECOVERED.  THE DISTANCES AND DIRECTIONS TO
 JU3528'BOTH THE REFERENCE MARKS WHICH WERE FOUND, AGREED WITH THE
 JU3528'PREVIOUS 1961 OBSERVATIONS.
 JU3528'
 JU3528'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3528'1 MILE SOUTHEAST OF GOLTS.
 JU3528
 JU3528                          STATION RECOVERY (1961)
 JU3528
 JU3528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3528'THE STATION MARK, REFERENCE MARK 1 WAS RECOVERED AS DESCRIBED
 JU3528'AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS DESTROYED
 JU3528'DUE TO ROAD CONSTRUCTION.  THE AZIMUTH MARK WAS SEARCHED FOR
 JU3528'BUT NOT RECOVERED, IT IS BELIEVED TO OF BEEN DESTROYED DUE
 JU3528'TO CONSERVATION.  REFERENCE MARKS NUMBER 3 AND 4 WAS ESTABLISHED.
 JU3528'
 JU3528'THE DESCRIPTION WAS FOUND TO BE ADEQUATE EXCEPT THAT THE ROAD
 JU3528'TO GOLTS IS NOW PAVED AND THE RAILROAD STATION IS GONE.
 JU3528'
 JU3528'REFERENCE MARK 3 IS A STANDARD DISK STAMPED WHARTON NO 3 1934,
 JU3528'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 1-INCH
 JU3528'ABOVE THE GROUND SURFACE.  IT IS 30.0 FEET NORTHEAST OF THE
 JU3528'APPROXIMATE CENTER OF THE GRAVELED ROAD, 67.6 FEET
 JU3528'WEST-NORTHWEST OF A STANDARD METAL WITNESS POST AND MARKER 81.0
 JU3528'FEET NORTHEAST OF AN 18-INCH TRIANGULAR BLAZED OAK TREE AND
 JU3528'IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 JU3528'
 JU3528'REFERENCE MARK 4 IS A STANDARD DISK STAMPED WHARTON NO 4
 JU3528'1934, SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JU3528'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 1.9 FEET
 JU3528'WEST-NORTHWEST OF A STANDARD METAL WITNESS POST AND MARKER,
 JU3528'5.0 FEET SOUTH OF AN 8-INCH TRIANGULAR BLAZED OAK TREE AND 24.0
 JU3528'FEET NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD.
 JU3528'
 JU3528'THE MASON AND DIXON BOUNDARY MONUMENT WAS NOT RECOVERED.
 JU3528'
 JU3528'HEIGHT OF LIGHT ABOVE STATION MARK 33.99 METERS.
 JU3528
 JU3528                          STATION RECOVERY (1976)
 JU3528
 JU3528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JU3528'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN
 JU3528'GOOD CONDITION AS DESCRIBED IN THE PREVIOUS DESCRIPTION.  THE
 JU3528'DISTANCES AND DIRECTION TO ALL MARKS WERE WITHIN CLOSE
 JU3528'AGREEMENT WITH THE PREVIOUS OBSERVATIONS.
 JU3528'
 JU3528'THE MARYLAND-DELAWARE BOUNDARY MONUMENT NUMBER 60 WAS RESET
 JU3528'AT THIS DATE, SEE DESCRIPTION THEREOF.  DUE TO THE HIGH WATER
 JU3528'TABLE, THE REFERENCE MARK 3 COULD NOT BE LOCATED AT THIS DATE,
 JU3528'HOWEVER IT IS BELIEVED STILL INTACT.
 JU3528'
 JU3528'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JU3528'3 MILES SOUTHEAST OF SASSAFRAS.
 JU3528
 JU3528                          STATION RECOVERY (2013)
 JU3528
 JU3528'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU3528'THE BENCHMARK IS LOCATED 4 FT IN FRONT OF A METAL WITNESS POST,
 JU3528'20 YDS NORTHEAST OF MCKAYS CORNER ROAD, AND 1.1 MILES WEST OF
 JU3528'SAWMILL ROAD INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1357 ***********************************************************************
 HU1357  DESIGNATION -  WHITE
 HU1357  PID         -  HU1357
 HU1357  STATE/COUNTY-  DE/SUSSEX
 HU1357  COUNTRY     -  US
 HU1357  USGS QUAD   -  LEWES (2016)
 HU1357
 HU1357                         *CURRENT SURVEY CONTROL
 HU1357  ______________________________________________________________________
 HU1357* NAD 83(1991) POSITION- 38 50 18.91151(N) 075 13 32.12025(W)   ADJUSTED
 HU1357* NAVD 88 ORTHO HEIGHT -     3.2   (meters)       10.    (feet) VERTCON3
 HU1357  ______________________________________________________________________
 HU1357  GEOID HEIGHT    -        -35.533 (meters)                     GEOID18
 HU1357  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 HU1357  HORZ ORDER      -  SECOND
 HU1357
 HU1357.The horizontal coordinates were established by classical geodetic methods
 HU1357.and adjusted by the National Geodetic Survey in January 1992.
 HU1357
 HU1357.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1357
 HU1357.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1357.GEOID18 height accuracy estimate available here.
 HU1357
 HU1357.Click photographs - Photos may exist for this station.
 HU1357
 HU1357.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1357
 HU1357. The following values were computed from the NAD 83(1991) position.
 HU1357
 HU1357;                    North         East     Units Scale Factor Converg.
 HU1357;SPC DE       -    93,103.703   216,589.841   MT  0.99999839   +0 07 11.4
 HU1357;SPC DE       -   305,457.73    710,595.17   sFT  0.99999839   +0 07 11.4
 HU1357;UTM  18      - 4,298,888.777   480,421.541   MT  0.99960472   -0 08 29.3
 HU1357
 HU1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1357!SPC DE       -   1.00000508  x   0.99999839  =   1.00000347
 HU1357!UTM  18      -   1.00000508  x   0.99960472  =   0.99960980
 HU1357
 HU1357:                Primary Azimuth Mark                     Grid Az
 HU1357:SPC DE       -  CURVE                                    166 57 30.8
 HU1357:UTM  18      -  CURVE                                    167 13 11.5
 HU1357
 HU1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8042198888(NAD 83)
 HU1357
 HU1357|---------------------------------------------------------------------|
 HU1357| PID    Reference Object                     Distance      Geod. Az  |
 HU1357|                                                           dddmmss.s |
 HU1357| HU1356 CURVE                               APPROX. 2.1 KM 1670442.2 |
 HU1357|---------------------------------------------------------------------|
 HU1357
 HU1357                          SUPERSEDED SURVEY CONTROL
 HU1357
 HU1357  NAD 83(1986)-  38 50 18.90032(N)    075 13 32.12799(W) AD(       ) 2
 HU1357  NAD 27      -  38 50 18.49507(N)    075 13 33.45820(W) AD(       ) 2
 HU1357  NGVD 29 (07/19/86)    3.4    (m)           11.     (f) VERT ANG       
 HU1357
 HU1357.Superseded values are not recommended for survey control.
 HU1357
 HU1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1357.See file dsdata.pdf to determine how the superseded data were derived.
 HU1357
 HU1357_MARKER: DE = TRAVERSE STATION DISK
 HU1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1357_STAMPING: WHITE 1970
 HU1357_MARK LOGO: CGS
 HU1357_PROJECTION: FLUSH
 HU1357_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1357+STABILITY: SURFACE MOTION
 HU1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU1357+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2012
 HU1357
 HU1357  HISTORY     - Date     Condition        Report By
 HU1357  HISTORY     - 1970     MONUMENTED       NGS
 HU1357  HISTORY     - 1970     GOOD             NGS
 HU1357  HISTORY     - 1980     GOOD             LOCENG
 HU1357  HISTORY     - 19840101 GOOD             NOS
 HU1357  HISTORY     - 20120213 GOOD             DELCOS
 HU1357
 HU1357                          STATION DESCRIPTION
 HU1357
 HU1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1357'STATION IS LOCATED AT THE NORTH END OF BROADKILL, ABOUT 4.9
 HU1357'MILES NORTHWEST OF ROOSEVELT INLET.  IT IS 1.1 MILES
 HU1357'NORTHWEST OF THE MAIN T INTERSECTION AT BROADKILL BEACH,
 HU1357'ABOUT 200 FEET NORTH OF UTILITY POLE LK 7-64, 119.0 FEET EAST
 HU1357'OF THE MOST SOUTHERLY CEDAR TREE, 107.3 FEET SOUTHWEST OF
 HU1357'MEAN HIGH - WATER LINE, 107.1 FEET NORTH OF NORTHWEST CORNER
 HU1357'OF ONE STORY WHITE HOUSE, AND 103.9 FEET NORTHWEST OF
 HU1357'NORTHEAST CORNER OF WHITE HOUSE.
 HU1357'
 HU1357'STATION IS MARKED BY A STANDARD TRAVERSE DISK, STAMPED WHITE
 HU1357'1970, SET IN TOP OF A 10 INCH ROUND CONCRETE MONUMENT WHICH
 HU1357'IS FLUSH WITH THE GROUND.
 HU1357'
 HU1357'REFERENCE MARK 1 IS LOCATED 41.3 FEET NORTH OF THE MOST
 HU1357'SOUTHERLY CEDAR TREE, 19.0 FEET SOUTH OF ANOTHER CEDAR, AND
 HU1357'3.0 FEET NORTHEAST OF A TWIN CEDAR TREE.  IT IS A STANDARD
 HU1357'REFERENCE MARK DISK, STAMPED WHITE NO 1 1970, SET IN TOP OF A
 HU1357'10 INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
 HU1357
 HU1357                          STATION RECOVERY (1970)
 HU1357
 HU1357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HU1357'RECOVERED IN GOOD CONDITION.
 HU1357
 HU1357                          STATION RECOVERY (1980)
 HU1357
 HU1357'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (WW)
 HU1357'RECOVERED BY VANDEMARK AN LYNCH INC.
 HU1357'
 HU1357'STATION AND RM 1 RECOVERED IN GOOD CONDITION.
 HU1357
 HU1357                          STATION RECOVERY (1984)
 HU1357
 HU1357'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984
 HU1357'THE STATION IS LOCATED AT THE N END OF BROADKILL BEACH, APPROXIMATELY
 HU1357'4.9 MI NW OF ROOSEVELT INLET NEAR THE W SHORELINE OF DELAWARE BAY.
 HU1357'TO REACH STATION FROM THE INTERSECTION OF DELAWARE HWY 1 AND 16 WEST
 HU1357'OF TOWN OF LEWES, GO E ON DELAWARE HWY 16 FOR 4.0 MI TO ITS END AT THE
 HU1357'JUNCTION OF BAY SHORE DRIVE.  TURN LEFT ON BAYSHORE DRIVE AND PROCEED
 HU1357'N FOR 0.3 MI TO A POINT WHERE THE ASPHALT ROAD ENDS AND A SAND BASE
 HU1357'ROAD BEGINS.  CONTINUE ON N ALONG THE SAND BASED ROAD FOR ANOTHER 0.4
 HU1357'MI TO A 90 DEGREE TURN TO THE LEFT AT BEACH PLUM DRIVE.  TURN LEFT
 HU1357'ONTO BEACH PLUM DRIVE AND GO N FOR 0.3 MI TO A FENCED IN AREA AND A
 HU1357'LARGE ANCHOR FENCE GATE.  PARK AT THE GATE AND WALK AROUND THE FENCE
 HU1357'NEAR THE BEACH TO THE STATION.
 HU1357'STATION IS A STANDARD NOS DISK SET IN THE TOP OF A 10-INCH ROUND
 HU1357'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS LOCATED
 HU1357'32.705 M (107.3 FT) SW OF MHWL, 32.644 M (107.1 FT) N OF NW CORNER OF
 HU1357'A ONE STORY WHITE HOUSE, 31.669 M (103.9 FT) NW OF NE CORNER OF WHITE
 HU1357'HOUSE, AND 39.600 M (129.9 FT) E OF RM 1.
 HU1357'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.66 M (5.4 FT).
 HU1357'REFER TO COMPLETE STATION DESCRIPTION FOR INFORMATION ON RM 1.
 HU1357
 HU1357                          STATION RECOVERY (2012)
 HU1357
 HU1357'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU1357'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1420 ***********************************************************************
 HU1420  DESIGNATION -  WHITE
 HU1420  PID         -  HU1420
 HU1420  STATE/COUNTY-  DE/SUSSEX
 HU1420  COUNTRY     -  US
 HU1420  USGS QUAD   -  FRANKFORD (2016)
 HU1420
 HU1420                         *CURRENT SURVEY CONTROL
 HU1420  ______________________________________________________________________
 HU1420* NAD 83(1991) POSITION- 38 35 35.06248(N) 075 08 04.09180(W)   ADJUSTED
 HU1420* NAVD 88 ORTHO HEIGHT -     0.8   (meters)        3.    (feet) VERTCON3
 HU1420  ______________________________________________________________________
 HU1420  GEOID HEIGHT    -        -35.747 (meters)                     GEOID18
 HU1420  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC18
 HU1420  HORZ ORDER      -  SECOND
 HU1420
 HU1420.The horizontal coordinates were established by classical geodetic methods
 HU1420.and adjusted by the National Geodetic Survey in January 1992.
 HU1420
 HU1420.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1420
 HU1420.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1420.GEOID18 height accuracy estimate available here.
 HU1420
 HU1420.Click photographs - Photos may exist for this station.
 HU1420
 HU1420.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1420
 HU1420. The following values were computed from the NAD 83(1991) position.
 HU1420
 HU1420;                    North         East     Units Scale Factor Converg.
 HU1420;SPC DE       -    65,869.775   224,584.990   MT  1.00000244   +0 10 33.7
 HU1420;SPC DE       -   216,107.75    736,825.92   sFT  1.00000244   +0 10 33.7
 HU1420;UTM  18      - 4,271,629.596   488,289.609   MT  0.99960169   -0 05 02.0
 HU1420
 HU1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1420!SPC DE       -   1.00000549  x   1.00000244  =   1.00000793
 HU1420!UTM  18      -   1.00000549  x   0.99960169  =   0.99960718
 HU1420
 HU1420:                Primary Azimuth Mark                     Grid Az
 HU1420:SPC DE       -  LUNGO 2                                  290 52 44.3
 HU1420:UTM  18      -  LUNGO 2                                  291 08 20.0
 HU1420
 HU1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8828971629(NAD 83)
 HU1420
 HU1420|---------------------------------------------------------------------|
 HU1420| PID    Reference Object                     Distance      Geod. Az  |
 HU1420|                                                           dddmmss.s |
 HU1420| HU1419 HIGGINS HOUSE WEST CHIMNEY          APPROX. 2.3 KM 0050217.3 |
 HU1420| HU1379 WHITE HOUSE GREY ROOF S GABLE       APPROX. 3.1 KM 0274001.6 |
 HU1420| DC8550 WHITE RM 1                           11.167 METERS 05424     |
 HU1420| HU1394 INDIAN RIVER COAST GUARD TOWER      APPROX. 6.5 KM 0740133.0 |
 HU1420| HU1390 INDIAN R INLET TRAILER PARK TK      APPROX. 5.4 KM 0752630.5 |
 HU1420| DC8551 WHITE RM 2                            9.592 METERS 22203     |
 HU1420| HU1406 DAGSBORO DEL POWER S STACK          APPROX. 8.8 KM 2645117.6 |
 HU1420| HU1407 DAGSBORO DEL POWER N STACK          APPROX. 8.8 KM 2645854.8 |
 HU1420| HU1418 SPEARS BATHHOUSE SOUTH GABLE        APPROX. 3.4 KM 2752000.1 |
 HU1420| HU1409 LUNGO 2                             APPROX. 2.4 KM 2910318.0 |
 HU1420|---------------------------------------------------------------------|
 HU1420
 HU1420                          SUPERSEDED SURVEY CONTROL
 HU1420
 HU1420  NAD 83(1986)-  38 35 35.04756(N)    075 08 04.10819(W) AD(       ) 2
 HU1420  NAD 27      -  38 35 34.64160(N)    075 08 05.45345(W) AD(       ) 2
 HU1420  NGVD 29 (07/19/86)    1.0    (m)            3.     (f) VERT ANG       
 HU1420
 HU1420.Superseded values are not recommended for survey control.
 HU1420
 HU1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1420.See file dsdata.pdf to determine how the superseded data were derived.
 HU1420
 HU1420_MARKER: DS = TRIANGULATION STATION DISK
 HU1420_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HU1420_STAMPING: WHITE 1934
 HU1420_MARK LOGO: CGS
 HU1420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU1420
 HU1420  HISTORY     - Date     Condition        Report By
 HU1420  HISTORY     - 1934     MONUMENTED       CGS
 HU1420  HISTORY     - 1943     GOOD             CGS
 HU1420  HISTORY     - 1958     GOOD             CGS
 HU1420  HISTORY     - 1961     GOOD             CGS
 HU1420  HISTORY     - 1962     GOOD             CGS
 HU1420  HISTORY     - 1974     GOOD             LOCENG
 HU1420
 HU1420                          STATION DESCRIPTION
 HU1420
 HU1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (JCT)
 HU1420'ON THE S BANK OF INDIAN RIVER ON THE MOST NORTHERLY POINT OF
 HU1420'WHITE NECK ABOUT 1/2 MILE NE ALONG THE SHORE LINE FROM
 HU1420'IRONS LANE LANDING.  THE STATION IS LOCATED ON A PROMINENT
 HU1420'POINT OF HIGH GROUND COVERED WITH SCATTERED TREES AND BRUSH
 HU1420'WHICH CONSTITUTES THE FIRST SUCH POINT E OF IRONS LANE
 HU1420'LANDING.  THE MARK IS SET ON THE NW SIDE OF THE POINT IN A
 HU1420'LINE OF SCATTERED TREES WHICH GROW ALONG THE NW SIDE OF THE
 HU1420'HIGHEST GROUND.  IT IS ABOUT 20 METERS SW FROM THE END OF AN
 HU1420'OLD WAGON TRAIL RUNNING APPROXIMATELY N AND S AND ENDING AT
 HU1420'THE HIGH-WATER LINE.  THE LARGEST TREE IN THE IMMEDIATE
 HU1420'VICINITY IS A BUSHY OAK 7.05 METERS NE OF THE STATION ON
 HU1420'THE W SIDE OF AND NEAR THE END OF THE OLD WAGON TRAIL.  A
 HU1420'LOW SANDY AREA LIES BETWEEN THE STATION AND THE
 HU1420'HIGH-WATER LINE ON THE NW.
 HU1420'
 HU1420'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 HU1420'A TILE.
 HU1420'
 HU1420'UNDERGROUND MARK IS A BLOCK OF CONCRETE BELOW THE GROUND
 HU1420'CONTAINING A STANDARD BRONZE DISK.
 HU1420'
 HU1420'WITNESS MARK IS A BUSHY OAK.
 HU1420'
 HU1420'THE STATION IS BEST REACHED BY WATER.
 HU1420
 HU1420                          STATION RECOVERY (1943)
 HU1420
 HU1420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG)
 HU1420'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT FOR THE FOLLOWING
 HU1420'DISCREPANCIES--
 HU1420'
 HU1420'1.  REFERENCE MARK 1 IS 36.66 FEET OR 11.175 METERS E OF THE
 HU1420'STATION.
 HU1420'
 HU1420'2.  REFERENCE MARK 2 IS 31.49 FEET OR 9.599 METERS SW OF THE
 HU1420'STATION.
 HU1420'
 HU1420'3.  REFERENCE MARK 1 TO REFERENCE MARK 2 IS 67.72 FEET OR
 HU1420'20.640 METERS.
 HU1420'
 HU1420'4.  THE BUSHY OAK REFERRED TO IN THE ORIGINAL DESCRIPTION
 HU1420'HAS BEEN CHOPPED DOWN.
 HU1420
 HU1420                          STATION RECOVERY (1958)
 HU1420
 HU1420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JAW)
 HU1420'STATION WAS RECOVERED AS DESCRIBED.  THE STATION MARK AND RM
 HU1420'NO 1 AND NO 2 WERE ALL FOUND IN GOOD CONDITION.  THE STATION
 HU1420'MARK PROJECTS 4 INCHES AND IS 25 PACES S OF THE BEACH AT THE
 HU1420'EDGE OF THE WOODS.
 HU1420'
 HU1420'REACHED FROM THE JCT. OF ROUTES 14 AND 26 IN BETHANY BEACH AS
 HU1420'FOLLOWS--GO W ON 26 3.5 MILES, TURN RIGHT, N, AT THE JOHN
 HU1420'A. BISHOP LUMBER AND BOAT CO. AND GO 1.5 MILES AND TURN LEFT
 HU1420'WITH THE BLACKTOP, CONTINUE 0.4 MILES AND TURN RIGHT, N, ON A
 HU1420'SAND ROAD, GO 0.4 MILE TO ROAD FORKS, KEEP LEFT FORK STRAIGHT
 HU1420'AHEAD AND GO 0.25 MILE, TURN LEFT, W, INTO A WOODS ROAD, GO
 HU1420'0.5 MILE TO DIM FORKS, KEEP LEFT AND GO 0.35 MILE TO
 HU1420'FORKS, KEEP RIGHT FORK AND GO TO THE EDGE OF THE WOODS
 HU1420'NEAR THE BEACH AND RM NO 1 ON LEFT AT EDGE OF WOODS NEAR
 HU1420'TRAIL.
 HU1420
 HU1420                          STATION RECOVERY (1961)
 HU1420
 HU1420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JKW)
 HU1420'STATION AND R.M.S 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE
 HU1420'STATION WAS STAMPED WHITE 1934, AND THE R.M.S WERE STAMPED
 HU1420'WHITE NO 1 1934 AND WHITE NO 2 1934.  THE PREVIOUS RECOVERY
 HU1420'NOTE BY J.A.W. IN 1958 IS COMPLETE AND ADEQUATE.
 HU1420
 HU1420                          STATION RECOVERY (1962)
 HU1420
 HU1420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1420'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 HU1420'FOUND IN GOOD CONDITION.  THE TO REACH IS ADEQUATE.
 HU1420'
 HU1420'STATION IS 55.6 FEET SOUTH OF THE SHORE LINE, 46.5 FEET
 HU1420'SOUTHWEST OF THE APPROXIMATE CENTER OF END OF ROAD AND 42.0
 HU1420'FEET WEST-NORTHWEST OF THE APPROXIMATE CENTER OF TRACK ROAD.
 HU1420'
 HU1420'REFERENCE MARK 1 IS 45.6 FEET SOUTH OF THE SHORE LINE AND
 HU1420'10.0 FEET WEST OF THE APPROXIMATE CENTER OF THE END OF THE ROAD.
 HU1420'
 HU1420'REFERENCE MARK 2 IS 63.0 FEET EAST OF THE SHORE LINE.
 HU1420'
 HU1420'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 HU1420
 HU1420                          STATION RECOVERY (1974)
 HU1420
 HU1420'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 HU1420'RECOVERED BY GILBERT INC.
 HU1420'
 HU1420'STATION RECOVERED IN GOOD CONDITION.
 HU1420'
 HU1420'RM 1 ALSO FOUND IN GOOD CONDITION.
 HU1420'
 HU1420'RM 2 WAS NOT FOUND.  NO DETAILED SEARCH WAS CONDUCTED FOR RM 2.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU2808 ***********************************************************************
 HU2808  DESIGNATION -  WHITE NO 2
 HU2808  PID         -  HU2808
 HU2808  STATE/COUNTY-  DE/SUSSEX
 HU2808  COUNTRY     -  US
 HU2808  USGS QUAD   -  LEWES (2016)
 HU2808
 HU2808                         *CURRENT SURVEY CONTROL
 HU2808  ______________________________________________________________________
 HU2808* NAD 83(1991) POSITION- 38 50 19.98291(N) 075 13 33.49028(W)   ADJUSTED
 HU2808* NAVD 88 ORTHO HEIGHT -     3.0   (meters)       10.    (feet) VERTCON3
 HU2808  ______________________________________________________________________
 HU2808  GEOID HEIGHT    -        -35.533 (meters)                     GEOID18
 HU2808  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 HU2808  HORZ ORDER      -  THIRD
 HU2808
 HU2808.The horizontal coordinates were established by classical geodetic methods
 HU2808.and adjusted by the National Geodetic Survey in June 1992.
 HU2808
 HU2808.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU2808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU2808
 HU2808.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU2808.GEOID18 height accuracy estimate available here.
 HU2808
 HU2808.Click photographs - Photos may exist for this station.
 HU2808
 HU2808.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU2808
 HU2808. The following values were computed from the NAD 83(1991) position.
 HU2808
 HU2808;                    North         East     Units Scale Factor Converg.
 HU2808;SPC DE       -    93,136.672   216,556.730   MT  0.99999837   +0 07 10.5
 HU2808;SPC DE       -   305,565.90    710,486.54   sFT  0.99999837   +0 07 10.5
 HU2808;UTM  18      - 4,298,921.884   480,388.594   MT  0.99960474   -0 08 30.2
 HU2808
 HU2808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU2808!SPC DE       -   1.00000511  x   0.99999837  =   1.00000348
 HU2808!UTM  18      -   1.00000511  x   0.99960474  =   0.99960985
 HU2808
 HU2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8038898921(NAD 83)
 HU2808
 HU2808                          SUPERSEDED SURVEY CONTROL
 HU2808
 HU2808  NGVD 29 (06/04/92)    3.2    (m)           10.     (f) VERT ANG       
 HU2808
 HU2808.Superseded values are not recommended for survey control.
 HU2808
 HU2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU2808.See file dsdata.pdf to determine how the superseded data were derived.
 HU2808
 HU2808_MARKER: DD = SURVEY DISK
 HU2808_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HU2808_SP_SET: SURROUNDED BY MASS OF CONCRETE
 HU2808_STAMPING: WHITE NO 2 1970 1984
 HU2808_MARK LOGO: NOS
 HU2808_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU2808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HU2808_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU2808+SATELLITE: SATELLITE OBSERVATIONS - 1984
 HU2808
 HU2808  HISTORY     - Date     Condition        Report By
 HU2808  HISTORY     - 1984     MONUMENTED       NOS
 HU2808
 HU2808                          STATION DESCRIPTION
 HU2808
 HU2808'DESCRIBED BY NATIONAL OCEAN SERVICE 1984
 HU2808'THE STATION IS LOCATED AT THE N END OF BROADKILL BEACH, APPROXIMATELY
 HU2808'4.9 MI NW OF ROOSEVELT INLET NEAR THE W SHORELINE OF DELAWARE BAY.
 HU2808'TO REACH STATION FROM THE INTERSECTION OF DELAWARE HWY 1 AND 16 WEST
 HU2808'OF TOWN OF LEWES, GO E ON DELAWARE HWY 16 FOR 4.0 MI TO ITS END AT THE
 HU2808'JUNCTION OF BAY SHORE DRIVE.  TURN LEFT ON BAYSHORE DRIVE AND PROCEED
 HU2808'N FOR 0.3 MI TO A POINT WHERE THE ASPHALT ROAD ENDS AND A SAND BASE
 HU2808'ROAD BEGINS.  CONTINUE ON N ALONG THE SAND BASED ROAD FOR ANOTHER 0.4
 HU2808'MI TO A 90 DEGREE TURN TO THE LEFT AT BEACH PLUM DRIVE.  TURN LEFT
 HU2808'ONTO BEACH PLUM DRIVE AND GO N FOR 0.3 MI TO A FENCED IN AREA AND A
 HU2808'LARGE ANCHOR FENCE GATE.  PARK AT THE GATE AND WALK AROUND THE FENCE
 HU2808'NEAR THE BEACH TO THE STATION.
 HU2808'STATION IS A STANDARD NOS DISK SET FLUSH WITH THE GROUND.  IT IS
 HU2808'LOCATED 85.9 M (281.8 FT) SE FROM THE E CORNER OF A WOOD FRAME HOUSE
 HU2808'WITH CEDAR SHAKE SIDING, 46.622 M (153.0 FT) NW FROM
 HU2808'STATION---WHITE---, 41.8 M (137.1 FT) NW FROM A FENCE, 23.0 M
 HU2808'(75.5 FT) NE FROM THE CENTER OF A PRIVATE DIRT ROAD, AND 27.4 M
 HU2808'(89.9 FT) SW FROM THE TOP OF THE PRIMARY DUNE LINE.
 HU2808'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.52 M (5.0 FT).
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DG7520 ***********************************************************************
 DG7520  DESIGNATION -  WHITELEY RESET
 DG7520  PID         -  DG7520
 DG7520  STATE/COUNTY-  DE/KENT
 DG7520  COUNTRY     -  US
 DG7520  USGS QUAD   -  BURRSVILLE (2016)
 DG7520
 DG7520                         *CURRENT SURVEY CONTROL
 DG7520  ______________________________________________________________________
 DG7520* NAD 83(1991) POSITION- 38 57 11.30427(N) 075 43 57.19658(W)   ADJUSTED
 DG7520* NAVD 88 ORTHO HEIGHT -    18.469 (meters)       60.59  (feet) ADJUSTED
 DG7520  ______________________________________________________________________
 DG7520  GEOID HEIGHT    -        -34.814 (meters)                     GEOID18
 DG7520  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC18
 DG7520  DYNAMIC HEIGHT  -         18.458 (meters)       60.56  (feet) COMP
 DG7520  MODELED GRAVITY -    980,049.7   (mgal)                       NAVD 88
 DG7520
 DG7520  HORZ ORDER      -  SECOND
 DG7520  VERT ORDER      -  SECOND    CLASS I
 DG7520
 DG7520.The horizontal coordinates were established by classical geodetic methods
 DG7520.and adjusted by the National Geodetic Survey in January 1992.
 DG7520
 DG7520.The orthometric height was determined by differential leveling and
 DG7520.adjusted by the NATIONAL GEODETIC SURVEY
 DG7520.in December 2004.
 DG7520
 DG7520.No vertical observational check was made to the station.
 DG7520
 DG7520.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7520.GEOID18 height accuracy estimate available here.
 DG7520
 DG7520.Click photographs - Photos may exist for this station.
 DG7520
 DG7520.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG7520
 DG7520.The dynamic height is computed by dividing the NAVD 88
 DG7520.geopotential number by the normal gravity value computed on the
 DG7520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7520.degrees latitude (g = 980.6199 gals.).
 DG7520
 DG7520.The modeled gravity was interpolated from observed gravity values.
 DG7520
 DG7520. The following values were computed from the NAD 83(1991) position.
 DG7520
 DG7520;                    North         East     Units Scale Factor Converg.
 DG7520;SPC DE       -   105,850.736   172,617.831   MT  1.00000423   -0 11 54.9
 DG7520;SPC DE       -   347,278.62    566,330.33   sFT  1.00000423   -0 11 54.9
 DG7520;SPC MD       -   143,566.946   509,857.681   MT  0.99995076   +0 47 43.8
 DG7520;SPC MD       -   471,019.22  1,672,758.08   sFT  0.99995076   +0 47 43.8
 DG7520;UTM  18      - 4,311,831.624   436,524.626   MT  0.99964961   -0 27 38.0
 DG7520
 DG7520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7520!SPC DE       -   1.00000256  x   1.00000423  =   1.00000679
 DG7520!SPC MD       -   1.00000256  x   0.99995076  =   0.99995332
 DG7520!UTM  18      -   1.00000256  x   0.99964961  =   0.99965217
 DG7520
 DG7520:                Primary Azimuth Mark                     Grid Az
 DG7520:SPC DE       -  WHITELEY RM 3 AZIMUTH                    319 06 23.1
 DG7520:SPC MD       -  WHITELEY RM 3 AZIMUTH                    318 06 44.4
 DG7520:UTM  18      -  WHITELEY RM 3 AZIMUTH                    319 22 06.2
 DG7520
 DG7520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3652411831(NAD 83)
 DG7520
 DG7520|---------------------------------------------------------------------|
 DG7520| PID    Reference Object                     Distance      Geod. Az  |
 DG7520|                                                           dddmmss.s |
 DG7520| HU0835 WHITELEY RM 1                        34.513 METERS 06448     |
 DG7520| DC7981 WHITELEY RM 4                        51.898 METERS 14452     |
 DG7520| HU2004 BURRS RM 4                          APPROX. 6.5 KM 1763429.0 |
 DG7520| HU0836 WHITELEY RM 2                        83.790 METERS 19258     |
 DG7520| HU2109 PRESTON C P TEL CO MAST             APPROX.25.9 KM 2114239.8 |
 DG7520| HU1986 BOUNDARY MONUMENT N S 34 DE MD        2.436 METERS 26627     |
 DG7520| HU2096 GREENSBORO WATER TANK               APPROX. 6.9 KM 2904849.8 |
 DG7520| HU2097 GREENSBORO PET MILK CO STACK        APPROX. 7.8 KM 2920809.6 |
 DG7520| DC8553 WHITELEY RM 3 AZIMUTH                              3185428.2 |
 DG7520|---------------------------------------------------------------------|
 DG7520
 DG7520                          SUPERSEDED SURVEY CONTROL
 DG7520
 DG7520  NAD 83(1986)-  38 57 11.29659(N)    075 43 57.21013(W) AD(       ) 2
 DG7520
 DG7520.Superseded values are not recommended for survey control.
 DG7520
 DG7520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7520.See file dsdata.pdf to determine how the superseded data were derived.
 DG7520
 DG7520_MARKER: DH = HORIZONTAL CONTROL DISK
 DG7520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7520_STAMPING: WHITELEY 1934 1976
 DG7520_MARK LOGO: NGS
 DG7520_PROJECTION: RECESSED 36 CENTIMETERS
 DG7520_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7520+STABILITY: SURFACE MOTION
 DG7520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7520+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 DG7520
 DG7520  HISTORY     - Date     Condition        Report By
 DG7520  HISTORY     - 1976     MONUMENTED       NGS
 DG7520  HISTORY     - 20021029 GOOD             MDSHA
 DG7520
 DG7520                          STATION DESCRIPTION
 DG7520
 DG7520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 DG7520'THE STATION SURFACE DISK WAS RECOVERED AND FOUND IN GOOD
 DG7520'CONDITION IN THE TOP OF THE OLD MARYLAND-DELAWARE BOUNDARY
 DG7520'MONUMENT NUMBER 34.  IT WAS REMOVED AND THE SUB-SURFACE DISK
 DG7520'WAS ALSO FOUND IN GOOD CONDITION.  THE OLD MARYLAND-DELAWARE
 DG7520'MONUMENT NUMBER 34 WAS THEN RESET 8 FEET TO THE WEST ON THE
 DG7520'STATE LINE AND A NEW STATION SURFACE DISK SET DIRECTLY OVER THE
 DG7520'OLD SUB-SURFACE DISK.  REFERENCE MARK ONE AND THE AZIMUTH MARK
 DG7520'(RM 3) WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS
 DG7520'NOT FOUND AND BELIEVED DESTROYED.  A NEW REFERENCE MARK 4 WAS
 DG7520'SET AT THIS DATE.
 DG7520'
 DG7520'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 DG7520'
 DG7520'THE STATION IS LOCATED ABOUT 1/4 MILE SOUTHEAST OF WHITELEYSBURG,
 DG7520'3-1/4 MILES EAST-SOUTHEAST OF GREENSBORO, AND 18-1/2 MILES
 DG7520'SOUTHWEST OF DOVER.  IT IS ON PROPERTY OWNED BY MR. MARVIN SENNEY
 DG7520'AND MR. SENNEY LIVES JUST NORTHEAST OF THE STATION.
 DG7520'
 DG7520'TO REACH FROM THE INTERSECTION OF MARYLAND STATE HIGHWAY 314,
 DG7520'DELAWARE STATE HIGHWAY 12, DELAWARE COUNTY ROAD 452 AND 59 IN THE
 DG7520'SMALL TOWN OF WHITELEYSBURG, GO SOUTH-SOUTHWEST ON DELAWARE
 DG7520'STATE HIGHWAY 12 FOR 0.1 MILE TO THE END OF TRUCK TRAVEL IN WET
 DG7520'WEATHER.  TURN LEFT AND GO EAST ACROSS A CULTIVATED FIELD FOR 0.2
 DG7520'MILE TO THE STATION JUST WEST OF A WOODED AREA AND IN THE
 DG7520'CULTIVATED FIELD.
 DG7520'
 DG7520'THE STATION SURFACE MARK IS A STANDARD DISK STAMPED WHITELEY
 DG7520'1934 1976 SET IN THE TOP OF A 12 BY 20 INCH MASS OF CONCRETE
 DG7520'WHICH IS 14 INCHES BELOW THE SURFACE.  THE SUB-SURFACE DISK IS
 DG7520'STAMPED WHITELEY 1934, SET IN AN 8-INCH MASS OF CONCRETE 40 INCHES
 DG7520'BELOW THE SURFACE.  THEY ARE 177 FEET NORTH OF A FIELD DITCH,
 DG7520'173 FEET NORTHWEST OF A WITNESS POST, 93 FEET WEST OF THE WEST
 DG7520'EDGE OF A WOODED AREA, AND 6 FEET NORTHEAST OF A WITNESS
 DG7520'POST.
 DG7520'
 DG7520'REFERENCE MARK ONE IS A STANDARD DISK STAMPED WHITELEY NO 1 1934
 DG7520'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 DG7520'FLUSH WITH THE SURFACE.  IT IS 120 FEET NORTH OF A WITNESS POST
 DG7520'AND 8 FEET EAST OF EAST EDGE OF A FIELD.
 DG7520'
 DG7520'REFERENCE MARK 4 IS A STANDARD DISK STAMPED WHITELEY 1934 NO 4
 DG7520'1976 SET IN THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH
 DG7520'IS FLUSH WITH THE SURFACE.  IT IS 174 FEET SOUTHEAST OF A WITNESS
 DG7520'POST, 150 FEET NORTH OF SOUTHWEST CORNER OF WOODED AREA AT THE
 DG7520'DITCH, 8 FEET EAST OF EAST EDGE OF FIELD, AND 2 FEET SOUTH OF A
 DG7520'WITNESS POST.
 DG7520'
 DG7520'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 DG7520'WHITELEY NO 3 1934, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 DG7520'MONUMENT WHICH IS FLUSH WITH THE SURFACE.  IT IS 25 FEET WEST OF
 DG7520'POWERLINE POLE NUMBERED 60 166-23, 18 FEET SOUTH OF THE CENTER OF
 DG7520'STATE HIGHWAY 314, AND 1.8 FEET NORTH OF A WITNESS POST.  TO
 DG7520'REACH THE AZIMUTH MARK FROM THE CROSSROADS IN WHITELEYSBURG, GO
 DG7520'WEST ON STATE HIGHWAY 314 FOR 0.3 MILE TO THE MARK ON THE
 DG7520'LEFT.
 DG7520'
 DG7520'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DG7520'1/4 MILE SOUTHEAST OF WHITELEYSBURG.
 DG7520
 DG7520                          STATION RECOVERY (2002)
 DG7520
 DG7520'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2002 (SFK)
 DG7520'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0835 ***********************************************************************
 HU0835  DESIGNATION -  WHITELEY RM 1
 HU0835  PID         -  HU0835
 HU0835  STATE/COUNTY-  DE/KENT
 HU0835  COUNTRY     -  US
 HU0835  USGS QUAD   -  BURRSVILLE (2016)
 HU0835
 HU0835                         *CURRENT SURVEY CONTROL
 HU0835  ______________________________________________________________________
 HU0835* NAD 83(1986) POSITION- 38 57 11.78   (N) 075 43 55.90   (W)   HD_HELD1
 HU0835* NAVD 88 ORTHO HEIGHT -    18.984 (meters)       62.28  (feet) ADJUSTED
 HU0835  ______________________________________________________________________
 HU0835  GEOID HEIGHT    -        -34.814 (meters)                     GEOID18
 HU0835  DYNAMIC HEIGHT  -         18.972 (meters)       62.24  (feet) COMP
 HU0835  MODELED GRAVITY -    980,049.7   (mgal)                       NAVD 88
 HU0835
 HU0835  VERT ORDER      -  SECOND    CLASS I
 HU0835
 HU0835.The horizontal coordinates were determined by differentially corrected
 HU0835.hand held GPS observations or other comparable positioning techniques
 HU0835.and have an estimated accuracy of +/- 3 meters.
 HU0835
 HU0835.The orthometric height was determined by differential leveling and
 HU0835.adjusted by the NATIONAL GEODETIC SURVEY
 HU0835.in June 1991.
 HU0835
 HU0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0835.GEOID18 height accuracy estimate available here.
 HU0835
 HU0835.Click photographs - Photos may exist for this station.
 HU0835
 HU0835.The dynamic height is computed by dividing the NAVD 88
 HU0835.geopotential number by the normal gravity value computed on the
 HU0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0835.degrees latitude (g = 980.6199 gals.).
 HU0835
 HU0835.The modeled gravity was interpolated from observed gravity values.
 HU0835
 HU0835;                    North         East    Units  Estimated Accuracy
 HU0835;SPC DE       -   105,865.3     172,649.1     MT  (+/- 3 meters HH1 GPS) 
 HU0835
 HU0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3655511846(NAD 83)
 HU0835
 HU0835                          SUPERSEDED SURVEY CONTROL
 HU0835
 HU0835  NGVD 29 (11/26/84)   19.224  (m)           63.07   (f) ADJUSTED    2 0
 HU0835
 HU0835.Superseded values are not recommended for survey control.
 HU0835
 HU0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0835.See file dsdata.pdf to determine how the superseded data were derived.
 HU0835
 HU0835_MARKER: DR = REFERENCE MARK DISK
 HU0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0835_STAMPING: WHITELEY NO 1 1934
 HU0835_MARK LOGO: CGS
 HU0835_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HU0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0835+STABILITY: SURFACE MOTION
 HU0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0835+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 HU0835
 HU0835  HISTORY     - Date     Condition        Report By
 HU0835  HISTORY     - 1934     MONUMENTED       CGS
 HU0835  HISTORY     - 1942     GOOD             CGS
 HU0835  HISTORY     - 1964     GOOD             CGS
 HU0835  HISTORY     - 20021029 GOOD             MDSHA
 HU0835
 HU0835                          STATION DESCRIPTION
 HU0835
 HU0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0835'AT WHITELEYSBURG.
 HU0835'125 FEET EAST OF TRIANGULATION STATION WHITELEY DESCRIBED ABOVE,
 HU0835'150 FEET EAST OF A DIM FARM ROAD, 18.3 FEET SOUTHWEST OF THREE
 HU0835'PINE TREES, IN THE WEST EDGE OF A PINE WOODS, 12.9 FEET NORTHWEST
 HU0835'OF THREE OAK TREES, AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.
 HU0835'A STANDARD REFERENCE MARK DISK, STAMPED WHITELEY NO 1 1934 AND
 HU0835'SET IN THE TOP OF A CONCRETE POST.
 HU0835
 HU0835                          STATION RECOVERY (1964)
 HU0835
 HU0835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HU0835'RECOVERED IN GOOD CONDITION.
 HU0835
 HU0835                          STATION RECOVERY (2002)
 HU0835
 HU0835'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2002 (SFK)
 HU0835'THE STATION IS LOCATED ABOUT 0.25 SOUTHEAST OF WHITELEYSBURG, 3.25 MI
 HU0835'(5.23 KM) EAST-SOUTHEAST OF GREENSBORO, AND 18,5 MI (28.97 KM)
 HU0835'SOUTHWEST OF DOVER, DELAWARE.  TO REACH THE STATION FROM THE
 HU0835'INTERSECTION OF MARYLAND STATE HIGHWAY 314, DELAWARE STATE HIGHWAY 12,
 HU0835'DELAWARE COUNTY ROAD 59 AND WHITES LANE IN WHITELEYSBURG, GO SOUTHWEST
 HU0835'ALONG WHITES LANE FOR 0.1 MI (0.16 KM) TO A FIELD ENTRANCE ON THE
 HU0835'LEFT.  TURN LEFT AND GO EAST ACROSS A CULTIVATED FIELD FOR 0.2 MI
 HU0835'(0.32 KM) TO THE WEST EDGE OF A WOODED AREA AND THE STATION ON THE
 HU0835'LEFT.  THE STATION IS A COAST AND GEODETIC REFERENCE MARK DISK SET IN
 HU0835'THE TOP OF A 10 INCH (25 CM) SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 HU0835'WITH THE GROUND.  IT IS 8 FT (2.4 M) EAST OF THE EAST EDGE OF A FIELD,
 HU0835'113.2 FT (34.5 M) EAST-NORTHEAST OF THE STATION, 22,7 FT (6.7 M) EAST
 HU0835'OF THE CENTER OF A TRACK ROAD, 121.0 FT (36.9 M) NORTHEAST OF BOUNDARY
 HU0835'MONUMENT 34, 32.4 FT (9.9 M) WEST OF A 24 INCH (61 CM) OAK TREE, 26.5
 HU0835'FT (8.1 M) NORTH OF A 20 INCH (51 CM) PINE TREE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DC7981 ***********************************************************************
 DC7981  DESIGNATION -  WHITELEY RM 4
 DC7981  PID         -  DC7981
 DC7981  STATE/COUNTY-  DE/KENT
 DC7981  COUNTRY     -  US
 DC7981  USGS QUAD   -  BURRSVILLE (2016)
 DC7981
 DC7981                         *CURRENT SURVEY CONTROL
 DC7981  ______________________________________________________________________
 DC7981* NAD 83(1986) POSITION- 38 57 09.93   (N) 075 43 55.95   (W)   HD_HELD1
 DC7981* NAVD 88 ORTHO HEIGHT -    18.765 (meters)       61.56  (feet) ADJUSTED
 DC7981  ______________________________________________________________________
 DC7981  GEOID HEIGHT    -        -34.816 (meters)                     GEOID18
 DC7981  DYNAMIC HEIGHT  -         18.754 (meters)       61.53  (feet) COMP
 DC7981  MODELED GRAVITY -    980,049.6   (mgal)                       NAVD 88
 DC7981
 DC7981  VERT ORDER      -  SECOND    CLASS I
 DC7981
 DC7981.The horizontal coordinates were determined by differentially corrected
 DC7981.hand held GPS observations or other comparable positioning techniques
 DC7981.and have an estimated accuracy of +/- 3 meters.
 DC7981
 DC7981.The orthometric height was determined by differential leveling and
 DC7981.adjusted by the NATIONAL GEODETIC SURVEY
 DC7981.in December 2004.
 DC7981
 DC7981.No vertical observational check was made to the station.
 DC7981
 DC7981.Significant digits in the geoid height do not necessarily reflect accuracy.
 DC7981.GEOID18 height accuracy estimate available here.
 DC7981
 DC7981.Click photographs - Photos may exist for this station.
 DC7981
 DC7981.The dynamic height is computed by dividing the NAVD 88
 DC7981.geopotential number by the normal gravity value computed on the
 DC7981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DC7981.degrees latitude (g = 980.6199 gals.).
 DC7981
 DC7981.The modeled gravity was interpolated from observed gravity values.
 DC7981
 DC7981;                    North         East    Units  Estimated Accuracy
 DC7981;SPC DE       -   105,808.3     172,647.7     MT  (+/- 3 meters HH1 GPS) 
 DC7981
 DC7981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3655411789(NAD 83)
 DC7981
 DC7981                          SUPERSEDED SURVEY CONTROL
 DC7981
 DC7981.No superseded survey control is available for this station.
 DC7981
 DC7981_MARKER: DR = REFERENCE MARK DISK
 DC7981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DC7981_STAMPING: WHITELEY 1934 NO 4 1976
 DC7981_MARK LOGO: NGS
 DC7981_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DC7981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DC7981+STABILITY: SURFACE MOTION
 DC7981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DC7981+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 DC7981
 DC7981  HISTORY     - Date     Condition        Report By
 DC7981  HISTORY     - 1976     MONUMENTED       NGS
 DC7981  HISTORY     - 20021029 GOOD             MDSHA
 DC7981
 DC7981                          STATION DESCRIPTION
 DC7981
 DC7981'DESCRIBED BY MARYLAND DOT HIGHWAY ADMINISTRATION 2002 (SFK)
 DC7981'THE STATION IS LOCATED ABOUT 0.25 SOUTHEAST OF WHITELEYSBURG, 3.25 MI
 DC7981'(5.23 KM) EAST-SOUTHEAST OF GREENSBORO, AND 18.5 MI (28.97 KM)
 DC7981'SOUTHWEST OF DOVER, DELAWARE.  TO REACH THE STATION FROM THE
 DC7981'INTERSECTION OF MARYLAND STATE HIGHWAY 314, DELAWARE STATE HIGHWAY 12,
 DC7981'DELAWARE COUNTY ROAD 59 AND WHITES LANE IN WHITELEYSBURG, GO SOUTHWEST
 DC7981'ALONG WHITES LANE FOR 0.1 MI (0.16 KM) TO A FIELD ENTRANCE ON THE
 DC7981'LEFT.  TURN LEFT AND GO EAST ACROSS A CULTIVATED FIELD FOR 0.2 MI
 DC7981'(0.32 KM) TO THE WEST EDGE OF A WOODED AREA AND THE STATION ON THE
 DC7981'LEFT.  THE STATION IS A COAST AND GEODETIC REFERENCE MARK DISK SET IN
 DC7981'THE TOP OF A 10 INCH (25 CM) SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 DC7981'WITH THE GROUND.  IT IS 174 FT (53.0 M) SOUTHEAST OF A WITNESS POST,
 DC7981'150 FT (45.7 M) NORTH OF THE SOUTHWEST CORNER OF THE WOODED AREA AT
 DC7981'THE DITCH, 8 FT (2.4 M) EAST OF THE EAST EDGE OF FIELD, AND 170.3 FT
 DC7981'(51.9 M) SOUTHEAST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3639 ***********************************************************************
 JU3639  DESIGNATION -  WILMINGTON 8TH ST BAPTIST CH
 JU3639  PID         -  JU3639
 JU3639  STATE/COUNTY-  DE/NEW CASTLE
 JU3639  COUNTRY     -  US
 JU3639  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3639
 JU3639                         *CURRENT SURVEY CONTROL
 JU3639  ______________________________________________________________________
 JU3639* NAD 83(1991) POSITION- 39 45 04.86353(N) 075 34 05.95712(W)   ADJUSTED
 JU3639  ______________________________________________________________________
 JU3639  GEOID HEIGHT    -        -32.897 (meters)                     GEOID18
 JU3639  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 JU3639  HORZ ORDER      -  THIRD
 JU3639
 JU3639.The horizontal coordinates were established by classical geodetic methods
 JU3639.and adjusted by the National Geodetic Survey in January 1992.
 JU3639
 JU3639.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3639.GEOID18 height accuracy estimate available here.
 JU3639
 JU3639.Click photographs - Photos may exist for this station.
 JU3639
 JU3639.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3639
 JU3639. The following values were computed from the NAD 83(1991) position.
 JU3639
 JU3639;                    North         East     Units Scale Factor Converg.
 JU3639;SPC DE       -   194,432.980   187,002.828   MT  0.99999708   -0 05 49.1
 JU3639;SPC DE       -   637,902.20    613,525.11   sFT  0.99999708   -0 05 49.1
 JU3639;SPC NJ       -   102,454.926    58,450.058   MT  1.00000315   -0 40 59.5
 JU3639;SPC NJ       -   336,137.54    191,764.90   sFT  1.00000315   -0 40 59.5
 JU3639;UTM  18      - 4,400,314.614   451,312.608   MT  0.99962918   -0 21 48.3
 JU3639
 JU3639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5131200314(NAD 83)
 JU3639
 JU3639                          SUPERSEDED SURVEY CONTROL
 JU3639
 JU3639  NAD 83(1986)-  39 45 04.85893(N)    075 34 05.96302(W) AD(       ) 3
 JU3639  NAD 27      -  39 45 04.45100(N)    075 34 07.24100(W) AD(       ) 3
 JU3639
 JU3639.Superseded values are not recommended for survey control.
 JU3639
 JU3639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3639.See file dsdata.pdf to determine how the superseded data were derived.
 JU3639
 JU3639_MARKER: 90 = CHURCH SPIRE
 JU3639
 JU3639  HISTORY     - Date     Condition        Report By
 JU3639  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3639  HISTORY     - 1946     GOOD             CGS
 JU3639  HISTORY     - 1983     GOOD             USPSQD
 JU3639
 JU3639                          STATION DESCRIPTION
 JU3639
 JU3639'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3639'AT THE NE CORNER OF EIGHTH AND SCOTT STS. A RED-BRICK BUILDING
 JU3639'ABOUT 60 BY 70 FEET, SHINGLE ROOF.
 JU3639'
 JU3639'SMALL TOWER OVER CENTER OF BUILDING ON EIGHTH STREET FRONT WHICH
 JU3639'MOUNTS A PYRAMIDAL SPIRE ABOUT 15 FEET HIGH WITH FANCY WROUGHT
 JU3639'IRON FINIAL.
 JU3639'
 JU3639'SPIRE IS SLATE COLORED, COVERED WITH PREPARED SHINGLES.
 JU3639'
 JU3639'HEIGHT ABOVE STREET LEVEL--ABOUT 65 FEET.
 JU3639
 JU3639                          STATION RECOVERY (1946)
 JU3639
 JU3639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3639'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 JU3639'ADEQUATE.
 JU3639
 JU3639                          STATION RECOVERY (1983)
 JU3639
 JU3639'RECOVERY NOTE BY US POWER SQUADRON 1983 (PWJ)
 JU3639'STATION RECOVERED GOOD.
 JU3639'
 JU3639'ADEQUATE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3644 ***********************************************************************
 JU3644  DESIGNATION -  WILMINGTON A DUPONT WATER TWR
 JU3644  PID         -  JU3644
 JU3644  STATE/COUNTY-  DE/NEW CASTLE
 JU3644  COUNTRY     -  US
 JU3644  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3644
 JU3644                         *CURRENT SURVEY CONTROL
 JU3644  ______________________________________________________________________
 JU3644* NAD 83(1991) POSITION- 39 46 40.65547(N) 075 33 23.61768(W)   ADJUSTED
 JU3644  ______________________________________________________________________
 JU3644  GEOID HEIGHT    -        -32.865 (meters)                     GEOID18
 JU3644  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 JU3644  HORZ ORDER      -  THIRD
 JU3644
 JU3644.The horizontal coordinates were established by classical geodetic methods
 JU3644.and adjusted by the National Geodetic Survey in January 1992.
 JU3644
 JU3644.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3644.GEOID18 height accuracy estimate available here.
 JU3644
 JU3644.Click photographs - Photos may exist for this station.
 JU3644
 JU3644.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3644
 JU3644. The following values were computed from the NAD 83(1991) position.
 JU3644
 JU3644;                    North         East     Units Scale Factor Converg.
 JU3644;SPC DE       -   197,385.713   188,015.384   MT  0.99999677   -0 05 22.2
 JU3644;SPC DE       -   647,589.63    616,847.14   sFT  0.99999677   -0 05 22.2
 JU3644;SPC NJ       -   105,397.157    59,492.785   MT  1.00000082   -0 40 33.8
 JU3644;SPC NJ       -   345,790.51    195,185.91   sFT  1.00000082   -0 40 33.8
 JU3644;UTM  18      - 4,403,261.519   452,338.510   MT  0.99962797   -0 21 22.0
 JU3644
 JU3644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5233803261(NAD 83)
 JU3644
 JU3644                          SUPERSEDED SURVEY CONTROL
 JU3644
 JU3644  NAD 83(1986)-  39 46 40.65153(N)    075 33 23.62373(W) AD(       ) 3
 JU3644  NAD 27      -  39 46 40.24500(N)    075 33 24.90300(W) AD(       ) 3
 JU3644
 JU3644.Superseded values are not recommended for survey control.
 JU3644
 JU3644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3644.See file dsdata.pdf to determine how the superseded data were derived.
 JU3644
 JU3644_MARKER: 54 = WATER TOWER
 JU3644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3644+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2010
 JU3644
 JU3644  HISTORY     - Date     Condition        Report By
 JU3644  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3644  HISTORY     - 20100925 GOOD             GEOCAC
 JU3644
 JU3644                          STATION DESCRIPTION
 JU3644
 JU3644'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3323 ***********************************************************************
 JU3323  DESIGNATION -  WILMINGTON ALLIED CHEM ELEV
 JU3323  PID         -  JU3323
 JU3323  STATE/COUNTY-  DE/NEW CASTLE
 JU3323  COUNTRY     -  US
 JU3323  USGS QUAD   -  MARCUS HOOK (2019)
 JU3323
 JU3323                         *CURRENT SURVEY CONTROL
 JU3323  ______________________________________________________________________
 JU3323* NAD 83(1991) POSITION- 39 48 13.95266(N) 075 25 58.56815(W)   ADJUSTED
 JU3323  ______________________________________________________________________
 JU3323  GEOID HEIGHT    -        -32.972 (meters)                     GEOID18
 JU3323  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 JU3323  HORZ ORDER      -  THIRD
 JU3323
 JU3323.The horizontal coordinates were established by classical geodetic methods
 JU3323.and adjusted by the National Geodetic Survey in January 1992.
 JU3323
 JU3323.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3323.GEOID18 height accuracy estimate available here.
 JU3323
 JU3323.Click photographs - Photos may exist for this station.
 JU3323
 JU3323.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3323
 JU3323. The following values were computed from the NAD 83(1991) position.
 JU3323
 JU3323;                    North         East     Units Scale Factor Converg.
 JU3323;SPC DE       -   200,253.921   198,606.774   MT  0.99999502   -0 00 37.5
 JU3323;SPC DE       -   656,999.74    651,595.72   sFT  0.99999502   -0 00 37.5
 JU3323;SPC NJ       -   108,156.746    70,112.923   MT  0.99997854   -0 35 50.1
 JU3323;SPC NJ       -   354,844.26    230,028.81   sFT  0.99997854   -0 35 50.1
 JU3323;UTM  18      - 4,406,079.349   462,939.174   MT  0.99961691   -0 16 37.7
 JU3323
 JU3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6293906079(NAD 83)
 JU3323
 JU3323                          SUPERSEDED SURVEY CONTROL
 JU3323
 JU3323  NAD 83(1986)-  39 48 13.94927(N)    075 25 58.57090(W) AD(       ) 3
 JU3323  NAD 27      -  39 48 13.54000(N)    075 25 59.86800(W) AD(       ) 3
 JU3323
 JU3323.Superseded values are not recommended for survey control.
 JU3323
 JU3323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3323.See file dsdata.pdf to determine how the superseded data were derived.
 JU3323
 JU3323_MARKER: 89 = SPIRE
 JU3323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3323+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2010
 JU3323
 JU3323  HISTORY     - Date     Condition        Report By
 JU3323  HISTORY     - 1958     FIRST OBSERVED   CGS
 JU3323  HISTORY     - 1975     GOOD             NGS
 JU3323  HISTORY     - 20100925 GOOD             GEOCAC
 JU3323
 JU3323                          STATION DESCRIPTION
 JU3323
 JU3323'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 JU3323'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF
 JU3323'WILMINGTON AND IN THE SOUTH EDGE OF THE CHEMICAL COMPANY
 JU3323'GROUNDS, ABOUT 0.5 MILE SOUTH OF THE JUNCTION OF ANNMAN
 JU3323'ROAD AND U.S. HIGHWAY 13.  IT IS A 150 BY 150 FEET SQUARE
 JU3323'CONCRETE STRUCTURE WITH A SMALL SPIRE ON ITS TOP.  THE
 JU3323'OVERALL HEIGHT IS APPROXIMATELY 114 FEET AND IS WHITE IN COLOR.
 JU3323'
 JU3323'THE POINT OBSERVED WAS THE SPIRE ON TOP.
 JU3323
 JU3323                          STATION RECOVERY (1975)
 JU3323
 JU3323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3323'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 JU3323'DESCRIPTION IS ADEQUATE.
 JU3323
 JU3323                          STATION RECOVERY (2010)
 JU3323
 JU3323'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 JU3323'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3718 ***********************************************************************
 JU3718  DESIGNATION -  WILMINGTON ARTESIAN CHECK TANK
 JU3718  PID         -  JU3718
 JU3718  STATE/COUNTY-  DE/NEW CASTLE
 JU3718  COUNTRY     -  US
 JU3718  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3718
 JU3718                         *CURRENT SURVEY CONTROL
 JU3718  ______________________________________________________________________
 JU3718* NAD 83(1991) POSITION- 39 42 25.03135(N) 075 34 10.96682(W)   ADJUSTED
 JU3718  ______________________________________________________________________
 JU3718  GEOID HEIGHT    -        -32.993 (meters)                     GEOID18
 JU3718  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 JU3718  HORZ ORDER      -  THIRD
 JU3718
 JU3718.The horizontal coordinates were established by classical geodetic methods
 JU3718.and adjusted by the National Geodetic Survey in January 1992.
 JU3718
 JU3718.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3718.GEOID18 height accuracy estimate available here.
 JU3718
 JU3718.Click photographs - Photos may exist for this station.
 JU3718
 JU3718.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3718
 JU3718. The following values were computed from the NAD 83(1991) position.
 JU3718
 JU3718;                    North         East     Units Scale Factor Converg.
 JU3718;SPC DE       -   189,503.738   186,875.149   MT  0.99999712   -0 05 52.0
 JU3718;SPC DE       -   621,730.18    613,106.22   sFT  0.99999712   -0 05 52.0
 JU3718;SPC NJ       -    97,527.218    58,271.977   MT  1.00000356   -0 41 00.4
 JU3718;SPC NJ       -   319,970.55    191,180.64   sFT  1.00000356   -0 41 00.4
 JU3718;UTM  18      - 4,395,387.832   451,162.074   MT  0.99962936   -0 21 50.3
 JU3718
 JU3718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5116295387(NAD 83)
 JU3718
 JU3718                          SUPERSEDED SURVEY CONTROL
 JU3718
 JU3718  NAD 83(1986)-  39 42 25.02626(N)    075 34 10.97344(W) AD(       ) 3
 JU3718  NAD 27      -  39 42 24.61700(N)    075 34 12.24700(W) AD(       ) 3
 JU3718
 JU3718.Superseded values are not recommended for survey control.
 JU3718
 JU3718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3718.See file dsdata.pdf to determine how the superseded data were derived.
 JU3718
 JU3718_MARKER: 53 = ELEVATED TANK
 JU3718
 JU3718  HISTORY     - Date     Condition        Report By
 JU3718  HISTORY     - 1958     FIRST OBSERVED   CGS
 JU3718  HISTORY     - 1984     GOOD             USPSQD
 JU3718
 JU3718                          STATION DESCRIPTION
 JU3718
 JU3718'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JEG)
 JU3718'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHWEST OF THE
 JU3718'CENTER OF WILMINGTON, 1/4 MILE WEST-SOUTHWEST OF U.S. HIGHWAY
 JU3718'13 AND ABOUT 1/10 MILE WEST OF THE MINQUADLE HIGH SCHOOL.  IT
 JU3718'IS AN 8-LEGGED STRUCTURE WITH AN OVAL SHAPED TANK, PAINTED
 JU3718'WITH ORANGE AND WHITE CHECKERED DESIGN, WITH A RED BLINKING
 JU3718'LIGHT ON THE TOP AND CENTER.  THE OVERALL HEIGHT IS
 JU3718'APPROXIMATELY 120 FEET.
 JU3718'
 JU3718'THE POINT OBSERVED WAS THE RED LIGHT ON THE TOP.
 JU3718
 JU3718                          STATION RECOVERY (1984)
 JU3718
 JU3718'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLM)
 JU3718'THERE IS NO MINQUADALE HIGH SCHOOL.  THE TANK IS OPPOSITE
 JU3718'GRACELAWN CEMETERY.  THE TANK IS LIGHT BLUE IN COLOR.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3314 ***********************************************************************
 JU3314  DESIGNATION -  WILMINGTON ASHBOURNE HILLS TK
 JU3314  PID         -  JU3314
 JU3314  STATE/COUNTY-  DE/NEW CASTLE
 JU3314  COUNTRY     -  US
 JU3314  USGS QUAD   -  MARCUS HOOK (2019)
 JU3314
 JU3314                         *CURRENT SURVEY CONTROL
 JU3314  ______________________________________________________________________
 JU3314* NAD 83(1991) POSITION- 39 48 48.96091(N) 075 28 09.88446(W)   ADJUSTED
 JU3314  ______________________________________________________________________
 JU3314  GEOID HEIGHT    -        -32.919 (meters)                     GEOID18
 JU3314  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC18
 JU3314  HORZ ORDER      -  THIRD
 JU3314
 JU3314.The horizontal coordinates were established by classical geodetic methods
 JU3314.and adjusted by the National Geodetic Survey in January 1992.
 JU3314
 JU3314.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3314.GEOID18 height accuracy estimate available here.
 JU3314
 JU3314.Click photographs - Photos may exist for this station.
 JU3314
 JU3314.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3314
 JU3314. The following values were computed from the NAD 83(1991) position.
 JU3314
 JU3314;                    North         East     Units Scale Factor Converg.
 JU3314;SPC DE       -   201,334.842   195,483.642   MT  0.99999525   -0 02 01.6
 JU3314;SPC DE       -   660,546.06    641,349.25   sFT  0.99999525   -0 02 01.6
 JU3314;SPC NJ       -   109,269.587    67,001.069   MT  0.99998478   -0 37 14.7
 JU3314;SPC NJ       -   358,495.30    219,819.34   sFT  0.99998478   -0 37 14.7
 JU3314;SPC PA S     -    55,847.888   795,259.048   MT  1.00002088   +1 28 46.7
 JU3314;SPC PA S     -   183,227.61  2,609,112.39   sFT  1.00002088   +1 28 46.7
 JU3314;UTM  18      - 4,407,174.387   459,822.284   MT  0.99961987   -0 18 02.0
 JU3314
 JU3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5982207174(NAD 83)
 JU3314
 JU3314                          SUPERSEDED SURVEY CONTROL
 JU3314
 JU3314  NAD 83(1986)-  39 48 48.95927(N)    075 28 09.88693(W) AD(       ) 3
 JU3314  NAD 27      -  39 48 48.55100(N)    075 28 11.18300(W) AD(       ) 3
 JU3314
 JU3314.Superseded values are not recommended for survey control.
 JU3314
 JU3314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3314.See file dsdata.pdf to determine how the superseded data were derived.
 JU3314
 JU3314_MARKER: 53 = ELEVATED TANK
 JU3314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3314+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2010
 JU3314
 JU3314  HISTORY     - Date     Condition        Report By
 JU3314  HISTORY     - 1959     FIRST OBSERVED   CGS
 JU3314  HISTORY     - 1975     GOOD             NGS
 JU3314  HISTORY     - 19920530 GOOD             USPSQD
 JU3314  HISTORY     - 19971018 GOOD             USPSQD
 JU3314  HISTORY     - 20060318 GOOD             USPSQD
 JU3314  HISTORY     - 20100925 GOOD             GEOCAC
 JU3314
 JU3314                          STATION DESCRIPTION
 JU3314
 JU3314'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU3314'STATION IS LOCATED ABOUT 7-1/2 MILES NORTHEAST OF DOWN TOWN
 JU3314'WILMINGTON AND ABOUT 1-1/4 MILE NORTH OF U.S. HIGHWAY
 JU3314'NO. 13.  IT IS 75 FEET WEST OF THE CENTERLINE OF DARLEY ROAD,
 JU3314'IS PAINTED GRAY, HAS 4 LEGS AND APPROXIMATELY 150 FEET HIGH.
 JU3314'
 JU3314'TO REACH FROM JUNCTIONS OF U.S. HIGHWAY NO. 13 AND U.S. HIGHWAY
 JU3314'NO. 13 ALTERNATE.  NORTHEAST OF WILMINGTON, GO EASTERLY ON
 JU3314'U.S. HIGHWAY NO. 13 FOR 0.4 MILE TO STOP LIGHT, TURN LEFT
 JU3314'ON DARLEY ROAD AND GO NORTHERLY FOR 1.0 MILE TO STATION
 JU3314'ON LEFT AS DESCRIBED.
 JU3314
 JU3314                          STATION RECOVERY (1975)
 JU3314
 JU3314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 JU3314'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 JU3314'DESCRIPTION IS ADEQUATE.
 JU3314
 JU3314                          STATION RECOVERY (1992)
 JU3314
 JU3314'RECOVERY NOTE BY US POWER SQUADRON 1992 (BC)
 JU3314'LOCATION AS DESCRIBED-EXCEPTION IS THAT IT IS PAINTED WHITE.
 JU3314
 JU3314                          STATION RECOVERY (1997)
 JU3314
 JU3314'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU3314'RECOVERED IN GOOD CONDITION.
 JU3314
 JU3314                          STATION RECOVERY (2006)
 JU3314
 JU3314'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 JU3314'RECOVERED IN GOOD CONDITION.
 JU3314
 JU3314                          STATION RECOVERY (2010)
 JU3314
 JU3314'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 JU3314'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3338 ***********************************************************************
 JU3338  DESIGNATION -  WILMINGTON BROOK VIEW WATER TK
 JU3338  PID         -  JU3338
 JU3338  STATE/COUNTY-  DE/NEW CASTLE
 JU3338  COUNTRY     -  US
 JU3338  USGS QUAD   -  MARCUS HOOK (2019)
 JU3338
 JU3338                         *CURRENT SURVEY CONTROL
 JU3338  ______________________________________________________________________
 JU3338* NAD 83(1991) POSITION- 39 48 10.17865(N) 075 27 33.06107(W)   ADJUSTED
 JU3338  ______________________________________________________________________
 JU3338  GEOID HEIGHT    -        -32.940 (meters)                     GEOID18
 JU3338  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC18
 JU3338  HORZ ORDER      -  THIRD
 JU3338
 JU3338.The horizontal coordinates were established by classical geodetic methods
 JU3338.and adjusted by the National Geodetic Survey in January 1992.
 JU3338
 JU3338.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3338.GEOID18 height accuracy estimate available here.
 JU3338
 JU3338.Click photographs - Photos may exist for this station.
 JU3338
 JU3338.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3338
 JU3338. The following values were computed from the NAD 83(1991) position.
 JU3338
 JU3338;                    North         East     Units Scale Factor Converg.
 JU3338;SPC DE       -   200,138.262   196,358.910   MT  0.99999516   -0 01 38.0
 JU3338;SPC DE       -   656,620.28    644,220.86   sFT  0.99999516   -0 01 38.0
 JU3338;SPC NJ       -   108,064.118    67,864.024   MT  0.99998303   -0 36 50.6
 JU3338;SPC NJ       -   354,540.36    222,650.55   sFT  0.99998303   -0 36 50.6
 JU3338;SPC PA S     -    54,674.811   796,165.638   MT  1.00002297   +1 29 10.6
 JU3338;SPC PA S     -   179,378.94  2,612,086.76   sFT  1.00002297   +1 29 10.6
 JU3338;UTM  18      - 4,405,974.195   460,691.644   MT  0.99961902   -0 17 38.2
 JU3338
 JU3338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK6069105974(NAD 83)
 JU3338
 JU3338                          SUPERSEDED SURVEY CONTROL
 JU3338
 JU3338  NAD 83(1986)-  39 48 10.17647(N)    075 27 33.06393(W) AD(       ) 3
 JU3338  NAD 27      -  39 48 09.76600(N)    075 27 34.36000(W) AD(       ) 3
 JU3338
 JU3338.Superseded values are not recommended for survey control.
 JU3338
 JU3338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3338.See file dsdata.pdf to determine how the superseded data were derived.
 JU3338
 JU3338_MARKER: 53 = ELEVATED TANK
 JU3338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3338+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2012
 JU3338
 JU3338  HISTORY     - Date     Condition        Report By
 JU3338  HISTORY     - 1959     FIRST OBSERVED   CGS
 JU3338  HISTORY     - 19920530 GOOD             USPSQD
 JU3338  HISTORY     - 19971018 GOOD             USPSQD
 JU3338  HISTORY     - 20060318 GOOD             USPSQD
 JU3338  HISTORY     - 20120315 GOOD             GEOCAC
 JU3338
 JU3338                          STATION DESCRIPTION
 JU3338
 JU3338'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HRL)
 JU3338'STATION IS LOCATED ABOUT 6.0 MILES NORTHEAST OF WILMINGTON
 JU3338'POST OFFICE, ABOUT 0.15 MILE NORTHEAST OF THE JUNCTION OF
 JU3338'U.S. HIGHWAY NO. 13 AND U.S. HIGHWAY NO. 13 ALTERNATE.  IT IS
 JU3338'APPROXIMATELY 150 FEET HIGH, PAINTED A DULL GREEN, HAS 6
 JU3338'LEGS.  POINT INTERSECTED WAS BALL ATOP.
 JU3338'
 JU3338'TO REACH FROM JUNCTION U.S. HIGHWAY NO. 13 AND U.S. HIGHWAY
 JU3338'NO. 13 ALTERNATE GO WESTERLY ON U.S. HIGHWAY NO. 13 FOR 0.2
 JU3338'MILE TO COMMONWEALTH AVENUE, TURN RIGHT ON COMMONWEALTH
 JU3338'AVENUE AND GO 0.25 MILE TO GREEN STREET TURN RIGHT ON GREEN
 JU3338'STREET AND GO 0.40 MILE, TURN RIGHT AND GO 0.15 MILE TO AND
 JU3338'NARROW STREET, TURN RIGHT AND GO 0.05 TO STATION.
 JU3338
 JU3338                          STATION RECOVERY (1992)
 JU3338
 JU3338'RECOVERY NOTE BY US POWER SQUADRON 1992 (BC)
 JU3338'RECOVERED AS DESCRIBED.
 JU3338
 JU3338                          STATION RECOVERY (1997)
 JU3338
 JU3338'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU3338'RECOVERED IN GOOD CONDITION.
 JU3338
 JU3338                          STATION RECOVERY (2006)
 JU3338
 JU3338'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 JU3338'RECOVERED IN GOOD CONDITION.
 JU3338
 JU3338                          STATION RECOVERY (2012)
 JU3338
 JU3338'RECOVERY NOTE BY GEOCACHING 2012 (LPC)
 JU3338'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3633 ***********************************************************************
 JU3633  DESIGNATION -  WILMINGTON E DUPONT WATER TANK
 JU3633  PID         -  JU3633
 JU3633  STATE/COUNTY-  DE/NEW CASTLE
 JU3633  COUNTRY     -  US
 JU3633  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3633
 JU3633                         *CURRENT SURVEY CONTROL
 JU3633  ______________________________________________________________________
 JU3633* NAD 83(1991) POSITION- 39 47 13.39193(N) 075 36 45.92878(W)   ADJUSTED
 JU3633  ______________________________________________________________________
 JU3633  GEOID HEIGHT    -        -32.870 (meters)                     GEOID18
 JU3633  LAPLACE CORR    -          1.15  (seconds)                    DEFLEC18
 JU3633  HORZ ORDER      -  THIRD
 JU3633
 JU3633.The horizontal coordinates were established by classical geodetic methods
 JU3633.and adjusted by the National Geodetic Survey in January 1992.
 JU3633
 JU3633.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3633.GEOID18 height accuracy estimate available here.
 JU3633
 JU3633.Click photographs - Photos may exist for this station.
 JU3633
 JU3633.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3633
 JU3633. The following values were computed from the NAD 83(1991) position.
 JU3633
 JU3633;                    North         East     Units Scale Factor Converg.
 JU3633;SPC DE       -   198,404.391   183,203.184   MT  0.99999847   -0 07 31.8
 JU3633;SPC DE       -   650,931.74    601,059.11   sFT  0.99999847   -0 07 31.8
 JU3633;SPC NJ       -   106,465.059    54,691.225   MT  1.00001180   -0 42 43.7
 JU3633;SPC NJ       -   349,294.11    179,432.79   sFT  1.00001180   -0 42 43.7
 JU3633;UTM  18      - 4,404,302.198   447,532.866   MT  0.99963389   -0 23 31.7
 JU3633
 JU3633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK4753204302(NAD 83)
 JU3633
 JU3633                          SUPERSEDED SURVEY CONTROL
 JU3633
 JU3633  NAD 83(1986)-  39 47 13.38764(N)    075 36 45.93520(W) AD(       ) 3
 JU3633  NAD 27      -  39 47 12.99000(N)    075 36 47.22200(W) AD(       ) 3
 JU3633
 JU3633.Superseded values are not recommended for survey control.
 JU3633
 JU3633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3633.See file dsdata.pdf to determine how the superseded data were derived.
 JU3633
 JU3633_MARKER: 53 = ELEVATED TANK
 JU3633
 JU3633  HISTORY     - Date     Condition        Report By
 JU3633  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3633  HISTORY     - 1983     GOOD             USPSQD
 JU3633
 JU3633                          STATION DESCRIPTION
 JU3633
 JU3633'DESCRIBED BY US POWER SQUADRON 1983 (PWJ)
 JU3633'TANK CYLINDER SHAPED, ORANGE COLOR, 6 LEGS STRIPED ORANGE AND
 JU3633'WHITE, AND A FLASHING RED LIGHT ON TOP.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3745 ***********************************************************************
 JU3745  DESIGNATION -  WILMINGTON GRACE ME CH SPIRE
 JU3745  PID         -  JU3745
 JU3745  STATE/COUNTY-  DE/NEW CASTLE
 JU3745  COUNTRY     -  US
 JU3745  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3745
 JU3745                         *CURRENT SURVEY CONTROL
 JU3745  ______________________________________________________________________
 JU3745* NAD 83(1991) POSITION- 39 44 46.32195(N) 075 33 06.55751(W)   ADJUSTED
 JU3745  ______________________________________________________________________
 JU3745  GEOID HEIGHT    -        -32.920 (meters)                     GEOID18
 JU3745  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 JU3745  HORZ ORDER      -  THIRD
 JU3745
 JU3745.The horizontal coordinates were established by classical geodetic methods
 JU3745.and adjusted by the National Geodetic Survey in January 1992.
 JU3745
 JU3745.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3745.GEOID18 height accuracy estimate available here.
 JU3745
 JU3745.Click photographs - Photos may exist for this station.
 JU3745
 JU3745.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3745
 JU3745. The following values were computed from the NAD 83(1991) position.
 JU3745
 JU3745;                    North         East     Units Scale Factor Converg.
 JU3745;SPC DE       -   193,858.867   188,416.045   MT  0.99999665   -0 05 11.1
 JU3745;SPC DE       -   636,018.63    618,161.64   sFT  0.99999665   -0 05 11.1
 JU3745;SPC NJ       -   101,866.383    59,857.335   MT  1.00000001   -0 40 21.2
 JU3745;SPC NJ       -   334,206.62    196,381.94   sFT  1.00000001   -0 40 21.2
 JU3745;UTM  18      - 4,399,734.149   452,722.621   MT  0.99962752   -0 21 10.2
 JU3745
 JU3745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5272299734(NAD 83)
 JU3745
 JU3745                          SUPERSEDED SURVEY CONTROL
 JU3745
 JU3745  NAD 83(1986)-  39 44 46.31759(N)    075 33 06.56481(W) AD(       ) 3
 JU3745  NAD 27      -  39 44 45.91100(N)    075 33 07.84900(W) AD(       ) 3
 JU3745  USSD        -  39 44 46.32000(N)    075 33 07.80000(W) AD(       ) 3
 JU3745
 JU3745.Superseded values are not recommended for survey control.
 JU3745
 JU3745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3745.See file dsdata.pdf to determine how the superseded data were derived.
 JU3745
 JU3745_MARKER: 70 = MONUMENT
 JU3745_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU3745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3745+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2010
 JU3745
 JU3745  HISTORY     - Date     Condition        Report By
 JU3745  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3745  HISTORY     - 1946     GOOD             CGS
 JU3745  HISTORY     - 1982     GOOD             NOS
 JU3745  HISTORY     - 1983     GOOD             USPSQD
 JU3745  HISTORY     - 19910717 GOOD             USPSQD
 JU3745  HISTORY     - 19980215 GOOD             USPSQD
 JU3745  HISTORY     - 20041212 GOOD             GEOCAC
 JU3745  HISTORY     - 20100925 GOOD             GEOCAC
 JU3745
 JU3745                          STATION DESCRIPTION
 JU3745
 JU3745'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3745'ON N NINTH STREET BETWEEN WEST AND WASHINGTON STREETS.  IT IS
 JU3745'OF SANDSTONE CONSTRUCTION, GRAY WITH GREENISH TINGE.  TOWER IS ON
 JU3745'NINTH STREET FRONT MIDWAY OF BLOCK.
 JU3745'
 JU3745'THE TOWER IS ABOUT 25 FEET SQUARE WITH BELFRY, AND IS ABOUT 80
 JU3745'FEET TO TOP OF STONE.
 JU3745'
 JU3745'SHARP POINTED OCTAGONAL SPIRE IS ANOTHER 70 FEET HIGH.  ROOFS
 JU3745'ARE ALL BLACK SHINGLED.  FINIAL IS AN ORNATE, WROUGHT IRON FILIGREE
 JU3745'DECORATION.
 JU3745'
 JU3745'THE SPIRE HAS 4 LOUVRED WINDOWS AT BASE, 4 DORMERS AT MIDPOINT,
 JU3745'AND 8 SMALL TRIANGULAR DORMERS AT TIP.  FINIAL 150 FEET ABOVE
 JU3745'GROUND LEVEL.
 JU3745
 JU3745                          STATION RECOVERY (1946)
 JU3745
 JU3745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3745'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 JU3745'ADEQUATE.
 JU3745
 JU3745                          STATION RECOVERY (1982)
 JU3745
 JU3745'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (RHH)
 JU3745'RECOVERED AS DESCRIBED.
 JU3745
 JU3745                          STATION RECOVERY (1983)
 JU3745
 JU3745'RECOVERY NOTE BY US POWER SQUADRON 1983 (PWJ)
 JU3745'NINTH ST. BETWEEN WEST AND WASHINGTON.
 JU3745'SHARP POINTED OCTAGONAL SPIRE 70 FT.
 JU3745'ROOF GRAY SHINGLES FINIAL IS ORNATE WROUGHT IRON FILIGREE
 JU3745'CROSS, SPIRE HAS 4 LOWERED BASE WINDOWS, 4 DORMERS AT MIDPOINT
 JU3745'AND 8 SMALL TRIANGULAR DORMERS AT TOP.
 JU3745
 JU3745                          STATION RECOVERY (1991)
 JU3745
 JU3745'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSU)
 JU3745'RECOVERED IN GOOD CONDITION.
 JU3745
 JU3745                          STATION RECOVERY (1998)
 JU3745
 JU3745'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3745'RECOVERED IN GOOD CONDITION.
 JU3745
 JU3745                          STATION RECOVERY (2004)
 JU3745
 JU3745'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 JU3745'RECOVERED IN GOOD CONDITION.
 JU3745
 JU3745                          STATION RECOVERY (2010)
 JU3745
 JU3745'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 JU3745'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3631 ***********************************************************************
 JU3631  DESIGNATION -  WILMINGTON GREENHILL PRESB CH
 JU3631  PID         -  JU3631
 JU3631  STATE/COUNTY-  DE/NEW CASTLE
 JU3631  COUNTRY     -  US
 JU3631  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3631
 JU3631                         *CURRENT SURVEY CONTROL
 JU3631  ______________________________________________________________________
 JU3631* NAD 83(1991) POSITION- 39 45 50.26206(N) 075 35 00.74854(W)   ADJUSTED
 JU3631  ______________________________________________________________________
 JU3631  GEOID HEIGHT    -        -32.874 (meters)                     GEOID18
 JU3631  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 JU3631  HORZ ORDER      -  THIRD
 JU3631
 JU3631.The horizontal coordinates were established by classical geodetic methods
 JU3631.and adjusted by the National Geodetic Survey in January 1992.
 JU3631
 JU3631.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3631.GEOID18 height accuracy estimate available here.
 JU3631
 JU3631.Click photographs - Photos may exist for this station.
 JU3631
 JU3631.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3631
 JU3631. The following values were computed from the NAD 83(1991) position.
 JU3631
 JU3631;                    North         East     Units Scale Factor Converg.
 JU3631;SPC DE       -   195,835.458   185,701.059   MT  0.99999752   -0 06 24.3
 JU3631;SPC DE       -   642,503.50    609,254.22   sFT  0.99999752   -0 06 24.3
 JU3631;SPC NJ       -   103,870.662    57,162.699   MT  1.00000607   -0 41 35.2
 JU3631;SPC NJ       -   340,782.33    187,541.29   sFT  1.00000607   -0 41 35.2
 JU3631;UTM  18      - 4,401,722.614   450,017.852   MT  0.99963076   -0 22 23.7
 JU3631
 JU3631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5001701722(NAD 83)
 JU3631
 JU3631                          SUPERSEDED SURVEY CONTROL
 JU3631
 JU3631  NAD 83(1986)-  39 45 50.25749(N)    075 35 00.75477(W) AD(       ) 3
 JU3631  NAD 27      -  39 45 49.84800(N)    075 35 02.02800(W) AD(       ) 3
 JU3631
 JU3631.Superseded values are not recommended for survey control.
 JU3631
 JU3631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3631.See file dsdata.pdf to determine how the superseded data were derived.
 JU3631
 JU3631_MARKER: 90 = CHURCH SPIRE
 JU3631
 JU3631  HISTORY     - Date     Condition        Report By
 JU3631  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3631  HISTORY     - 1946     GOOD             CGS
 JU3631  HISTORY     - 1983     GOOD             USPSQD
 JU3631  HISTORY     - 19980215 GOOD             USPSQD
 JU3631
 JU3631                          STATION DESCRIPTION
 JU3631
 JU3631'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3631'ABOUT 1/2 MILE W OF CITY LIMITS (GREENHILL AVENUE), 100 YARDS S
 JU3631'OF PENNSYLVANIA AVENUE.  OBSCURE ENTRANCE FROM PENNSYLVANIA AVENUE,
 JU3631'WITH SMALL SIGN MARKING CINDER ROAD.
 JU3631'
 JU3631'CHURCH IS PLASTER FINISH, COVERED ENTIRELY WITH ENGLISH
 JU3631'IVY.  ROOF IS SLATE.  CEMETERY LIES ON E AND N SIDES OF CHURCH.
 JU3631'
 JU3631'AT FRONT (E SIDE) TOWER AND BELFRY RISE OVER MAIN
 JU3631'ENTRANCE.  SPIRE IS OCTAGONAL, SHARP POINTED, COVERED WITH BLACK
 JU3631'SHINGLES.  WEATHER VANE, ARROW, OVER BALL, AT TIP.
 JU3631'
 JU3631'HEIGHT ABOVE GROUND LEVEL--100 FEET.
 JU3631
 JU3631                          STATION RECOVERY (1946)
 JU3631
 JU3631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3631'STATION RECOVERED IN GOOD CONDITION.  1933 DESCRIPTION ADEQUATE
 JU3631'EXCEPT FOR THE FOLLOWING--CHANGE CINDER ROAD TO PAVED ROAD.
 JU3631
 JU3631                          STATION RECOVERY (1983)
 JU3631
 JU3631'RECOVERY NOTE BY US POWER SQUADRON 1983 (PWJ)
 JU3631'GREENHILL PRESBYTERIAN CHURCH IS TAN STUCCO FINISH WITH NO IVY,
 JU3631'THE REST OF DISCRIPTION IS ADEQUATE.
 JU3631
 JU3631                          STATION RECOVERY (1998)
 JU3631
 JU3631'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3631'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3743 ***********************************************************************
 JU3743  DESIGNATION -  WILMINGTON MUN BLDG S FLAGPOLE
 JU3743  PID         -  JU3743
 JU3743  STATE/COUNTY-  DE/NEW CASTLE
 JU3743  COUNTRY     -  US
 JU3743  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3743
 JU3743                         *CURRENT SURVEY CONTROL
 JU3743  ______________________________________________________________________
 JU3743* NAD 83(1991) POSITION- 39 44 43.08859(N) 075 32 47.21440(W)   ADJUSTED
 JU3743  ______________________________________________________________________
 JU3743  GEOID HEIGHT    -        -32.928 (meters)                     GEOID18
 JU3743  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 JU3743  HORZ ORDER      -  THIRD
 JU3743
 JU3743.The horizontal coordinates were established by classical geodetic methods
 JU3743.and adjusted by the National Geodetic Survey in January 1992.
 JU3743
 JU3743.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3743.GEOID18 height accuracy estimate available here.
 JU3743
 JU3743.Click photographs - Photos may exist for this station.
 JU3743
 JU3743.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3743
 JU3743. The following values were computed from the NAD 83(1991) position.
 JU3743
 JU3743;                    North         East     Units Scale Factor Converg.
 JU3743;SPC DE       -   193,758.464   188,876.422   MT  0.99999652   -0 04 58.7
 JU3743;SPC DE       -   635,689.23    619,672.06   sFT  0.99999652   -0 04 58.7
 JU3743;SPC NJ       -   101,761.276    60,316.661   MT  0.99999899   -0 40 08.8
 JU3743;SPC NJ       -   333,861.79    197,888.91   sFT  0.99999899   -0 40 08.8
 JU3743;UTM  18      - 4,399,631.645   453,182.355   MT  0.99962698   -0 20 57.8
 JU3743
 JU3743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5318299631(NAD 83)
 JU3743
 JU3743                          SUPERSEDED SURVEY CONTROL
 JU3743
 JU3743  NAD 83(1986)-  39 44 43.08381(N)    075 32 47.21987(W) AD(       ) 3
 JU3743  NAD 27      -  39 44 42.68100(N)    075 32 48.49800(W) AD(       ) 3
 JU3743
 JU3743.Superseded values are not recommended for survey control.
 JU3743
 JU3743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3743.See file dsdata.pdf to determine how the superseded data were derived.
 JU3743
 JU3743_MARKER: 62 = FLAGPOLE
 JU3743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3743+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2010
 JU3743
 JU3743  HISTORY     - Date     Condition        Report By
 JU3743  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3743  HISTORY     - 1946     GOOD             CGS
 JU3743  HISTORY     - 1984     GOOD             USPSQD
 JU3743  HISTORY     - 19910718 GOOD             USPSQD
 JU3743  HISTORY     - 19980215 GOOD             USPSQD
 JU3743  HISTORY     - 20100925 GOOD             GEOCAC
 JU3743
 JU3743                          STATION DESCRIPTION
 JU3743
 JU3743'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3743'MUNICIPAL BUILDING IS IN SQUARE BOUNDED BY TENTH, ELEVENTH, KING AND
 JU3743'FRENCH STREETS.  IT IS 3 STORIES HIGH ON KING STREET (FRONT) FACE.
 JU3743'
 JU3743'COURTHOUSE IS ON N SIDE, CITY HALL ON S SIDE.  BUILDING IS GRAY
 JU3743'GRANITE EXTERIOR.
 JU3743'
 JU3743'FLAGPOLES MOUNT THE PEAK OF ROOF ON MAIN BUILDING, ONE AT
 JU3743'EACH END, AND ARE ABOUT 160 FEET APART.  POLES ARE PAINTED WHITE
 JU3743'WITH GOLD SPEARS AT TOP.
 JU3743'
 JU3743'TOP OF POLES ABOUT 90 FEET ABOVE STREET LEVEL.  ARE VISIBLE
 JU3743'FROM RIVER (E) BUT NOT FROM W.
 JU3743
 JU3743                          STATION RECOVERY (1946)
 JU3743
 JU3743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3743'STATIONS RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 JU3743'ADEQUATE.
 JU3743
 JU3743                          STATION RECOVERY (1984)
 JU3743
 JU3743'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLM)
 JU3743'STATION RECOVERED GOOD.
 JU3743'
 JU3743'POLE IS AS INDICATED.
 JU3743
 JU3743                          STATION RECOVERY (1991)
 JU3743
 JU3743'RECOVERY NOTE BY US POWER SQUADRON 1991 (DLG)
 JU3743'RECOVERED IN GOOD CONDITION.
 JU3743
 JU3743                          STATION RECOVERY (1998)
 JU3743
 JU3743'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3743'RECOVERED IN GOOD CONDITION.
 JU3743
 JU3743                          STATION RECOVERY (2010)
 JU3743
 JU3743'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 JU3743'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3744 ***********************************************************************
 JU3744  DESIGNATION -  WILMINGTON MUN BLDG N FLAGPOLE
 JU3744  PID         -  JU3744
 JU3744  STATE/COUNTY-  DE/NEW CASTLE
 JU3744  COUNTRY     -  US
 JU3744  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3744
 JU3744                         *CURRENT SURVEY CONTROL
 JU3744  ______________________________________________________________________
 JU3744* NAD 83(1991) POSITION- 39 44 44.61779(N) 075 32 46.18029(W)   ADJUSTED
 JU3744  ______________________________________________________________________
 JU3744  GEOID HEIGHT    -        -32.927 (meters)                     GEOID18
 JU3744  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 JU3744  HORZ ORDER      -  THIRD
 JU3744
 JU3744.The horizontal coordinates were established by classical geodetic methods
 JU3744.and adjusted by the National Geodetic Survey in January 1992.
 JU3744
 JU3744.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3744.GEOID18 height accuracy estimate available here.
 JU3744
 JU3744.Click photographs - Photos may exist for this station.
 JU3744
 JU3744.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3744
 JU3744. The following values were computed from the NAD 83(1991) position.
 JU3744
 JU3744;                    North         East     Units Scale Factor Converg.
 JU3744;SPC DE       -   193,805.592   188,901.110   MT  0.99999652   -0 04 58.1
 JU3744;SPC DE       -   635,843.85    619,753.06   sFT  0.99999652   -0 04 58.1
 JU3744;SPC NJ       -   101,808.148    60,341.831   MT  0.99999893   -0 40 08.2
 JU3744;SPC NJ       -   334,015.57    197,971.49   sFT  0.99999893   -0 40 08.2
 JU3744;UTM  18      - 4,399,678.640   453,207.254   MT  0.99962696   -0 20 57.2
 JU3744
 JU3744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5320799678(NAD 83)
 JU3744
 JU3744                          SUPERSEDED SURVEY CONTROL
 JU3744
 JU3744  NAD 83(1986)-  39 44 44.61303(N)    075 32 46.18576(W) AD(       ) 3
 JU3744  NAD 27      -  39 44 44.21100(N)    075 32 47.46400(W) AD(       ) 3
 JU3744
 JU3744.Superseded values are not recommended for survey control.
 JU3744
 JU3744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3744.See file dsdata.pdf to determine how the superseded data were derived.
 JU3744
 JU3744_MARKER: 62 = FLAGPOLE
 JU3744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3744+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2010
 JU3744
 JU3744  HISTORY     - Date     Condition        Report By
 JU3744  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3744  HISTORY     - 1946     GOOD             CGS
 JU3744  HISTORY     - 1984     GOOD             USPSQD
 JU3744  HISTORY     - 19910718 GOOD             USPSQD
 JU3744  HISTORY     - 19980215 GOOD             USPSQD
 JU3744  HISTORY     - 20100925 GOOD             GEOCAC
 JU3744
 JU3744                          STATION DESCRIPTION
 JU3744
 JU3744'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3744'MUNICIPAL BUILDING IS IN SQUARE BOUNDED BY TENTH, ELEVENTH, KING AND
 JU3744'FRENCH STREETS.  IT IS 3 STORIES HIGH ON KING STREET (FRONT) FACE.
 JU3744'
 JU3744'COURTHOUSE IS ON N SIDE, CITY HALL ON S SIDE.  BUILDING IS GRAY
 JU3744'GRANITE EXTERIOR.
 JU3744'
 JU3744'FLAGPOLES MOUNT THE PEAK OF ROOF ON MAIN BUILDING, ONE AT EACH
 JU3744'END, AND ARE ABOUT 160 FEET APART.  POLES ARE PAINTED WHITE
 JU3744'WITH GOLD SPEARS AT TOP.
 JU3744'
 JU3744'TOP OF POLES ABOUT 90 FEET ABOVE STREET LEVEL.  ARE VISIBLE
 JU3744'FROM RIVER (E) BUT NOT FROM W.
 JU3744
 JU3744                          STATION RECOVERY (1946)
 JU3744
 JU3744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3744'STATIONS RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 JU3744'ADEQUATE.
 JU3744
 JU3744                          STATION RECOVERY (1984)
 JU3744
 JU3744'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLM)
 JU3744'STATION RECOVERED GOOD.
 JU3744'
 JU3744'POLE IS AS INDICATED.
 JU3744
 JU3744                          STATION RECOVERY (1991)
 JU3744
 JU3744'RECOVERY NOTE BY US POWER SQUADRON 1991 (DLG)
 JU3744'RECOVERED IN GOOD CONDITION.
 JU3744
 JU3744                          STATION RECOVERY (1998)
 JU3744
 JU3744'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3744'RECOVERED IN GOOD CONDITION.
 JU3744
 JU3744                          STATION RECOVERY (2010)
 JU3744
 JU3744'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 JU3744'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3636 ***********************************************************************
 JU3636  DESIGNATION -  WILMINGTON MUN WATER WKS TOWER
 JU3636  PID         -  JU3636
 JU3636  STATE/COUNTY-  DE/NEW CASTLE
 JU3636  COUNTRY     -  US
 JU3636  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3636
 JU3636                         *CURRENT SURVEY CONTROL
 JU3636  ______________________________________________________________________
 JU3636* NAD 83(1991) POSITION- 39 46 02.60296(N) 075 34 28.69986(W)   ADJUSTED
 JU3636  ______________________________________________________________________
 JU3636  GEOID HEIGHT    -        -32.872 (meters)                     GEOID18
 JU3636  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 JU3636  HORZ ORDER      -  THIRD
 JU3636
 JU3636.The horizontal coordinates were established by classical geodetic methods
 JU3636.and adjusted by the National Geodetic Survey in January 1992.
 JU3636
 JU3636.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3636.GEOID18 height accuracy estimate available here.
 JU3636
 JU3636.Click photographs - Photos may exist for this station.
 JU3636
 JU3636.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3636
 JU3636. The following values were computed from the NAD 83(1991) position.
 JU3636
 JU3636;                    North         East     Units Scale Factor Converg.
 JU3636;SPC DE       -   196,214.688   186,464.549   MT  0.99999725   -0 06 03.8
 JU3636;SPC DE       -   643,747.69    611,759.11   sFT  0.99999725   -0 06 03.8
 JU3636;SPC NJ       -   104,242.061    57,930.036   MT  1.00000433   -0 41 14.9
 JU3636;SPC NJ       -   342,000.83    190,058.79   sFT  1.00000433   -0 41 14.9
 JU3636;UTM  18      - 4,402,098.150   450,782.817   MT  0.99962982   -0 22 03.3
 JU3636
 JU3636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5078202098(NAD 83)
 JU3636
 JU3636                          SUPERSEDED SURVEY CONTROL
 JU3636
 JU3636  NAD 83(1986)-  39 46 02.59829(N)    075 34 28.70605(W) AD(       ) 3
 JU3636  NAD 27      -  39 46 02.19300(N)    075 34 29.98600(W) AD(       ) 3
 JU3636
 JU3636.Superseded values are not recommended for survey control.
 JU3636
 JU3636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3636.See file dsdata.pdf to determine how the superseded data were derived.
 JU3636
 JU3636_MARKER: 55 = TOWER
 JU3636
 JU3636  HISTORY     - Date     Condition        Report By
 JU3636  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3636  HISTORY     - 1946     GOOD             CGS
 JU3636  HISTORY     - 1983     GOOD             USPSQD
 JU3636  HISTORY     - 19910718 GOOD             USPSQD
 JU3636  HISTORY     - 19971018 GOOD             USPSQD
 JU3636
 JU3636                          STATION DESCRIPTION
 JU3636
 JU3636'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3636'AT SW END OF ROCKFORD (WILMINGTON MUNICIPALITY) PARK.
 JU3636'
 JU3636'TANK IS ENCASED IN A LARGE STONE MASONRY WALL ABOUT 40 FEET IN
 JU3636'DIAMETER, 60 FEET TO BALCONY LEVEL AND 10 FEET BALCONY.  TANK
 JU3636'HAS GREEN TILE CONICAL ROOF.  MOUNTED BY A WEATHER VANE WITH
 JU3636'ARROW AND CARDINAL POINTS.  SUN DIAL 4 FEET DIAMETER NEAR TOP OF
 JU3636'TOWER ON S SIDE.
 JU3636'
 JU3636'FINIAL ABOUT 90 FEET ABOVE GROUND LEVEL.  THIS IS A VERY HIGH
 JU3636'POINT.
 JU3636
 JU3636                          STATION RECOVERY (1946)
 JU3636
 JU3636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3636'PREVIOUSLY LISTED AS WILMINGTON, ROCKFORD MUNICIPAL WATER TOWER.
 JU3636'
 JU3636'STATION RECOVERED IN GOOD CONDITION.  1933 DESCRIPTION IS ADEQUATE.
 JU3636
 JU3636                          STATION RECOVERY (1983)
 JU3636
 JU3636'RECOVERY NOTE BY US POWER SQUADRON 1983 (PWJ)
 JU3636'STATION RECOVERED GOOD.
 JU3636'
 JU3636'ADEQUATE.
 JU3636
 JU3636                          STATION RECOVERY (1991)
 JU3636
 JU3636'RECOVERY NOTE BY US POWER SQUADRON 1991 (DLG)
 JU3636'RECOVERED IN GOOD CONDITION.
 JU3636
 JU3636                          STATION RECOVERY (1997)
 JU3636
 JU3636'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU3636'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3728 ***********************************************************************
 JU3728  DESIGNATION -  WILMINGTON NE TRANS TOWER
 JU3728  PID         -  JU3728
 JU3728  STATE/COUNTY-  DE/NEW CASTLE
 JU3728  COUNTRY     -  US
 JU3728  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3728
 JU3728                         *CURRENT SURVEY CONTROL
 JU3728  ______________________________________________________________________
 JU3728* NAD 83(1991) POSITION- 39 43 52.51128(N) 075 31 54.31457(W)   ADJUSTED
 JU3728  ______________________________________________________________________
 JU3728  GEOID HEIGHT    -        -32.974 (meters)                     GEOID18
 JU3728  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 JU3728  HORZ ORDER      -  THIRD
 JU3728
 JU3728.The horizontal coordinates were established by classical geodetic methods
 JU3728.and adjusted by the National Geodetic Survey in January 1992.
 JU3728
 JU3728.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3728.GEOID18 height accuracy estimate available here.
 JU3728
 JU3728.Click photographs - Photos may exist for this station.
 JU3728
 JU3728.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3728
 JU3728. The following values were computed from the NAD 83(1991) position.
 JU3728
 JU3728;                    North         East     Units Scale Factor Converg.
 JU3728;SPC DE       -   192,196.868   190,133.874   MT  0.99999620   -0 04 24.8
 JU3728;SPC DE       -   630,565.89    623,797.55   sFT  0.99999620   -0 04 24.8
 JU3728;SPC NJ       -   100,186.897    61,558.076   MT  0.99999627   -0 39 34.3
 JU3728;SPC NJ       -   328,696.51    201,961.79   sFT  0.99999627   -0 39 34.3
 JU3728;UTM  18      - 4,398,064.800   454,432.071   MT  0.99962556   -0 20 23.6
 JU3728
 JU3728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5443298064(NAD 83)
 JU3728
 JU3728                          SUPERSEDED SURVEY CONTROL
 JU3728
 JU3728  NAD 83(1986)-  39 43 52.50618(N)    075 31 54.31980(W) AD(       ) 3
 JU3728  NAD 27      -  39 43 52.09800(N)    075 31 55.60500(W) AD(       ) 3
 JU3728
 JU3728.Superseded values are not recommended for survey control.
 JU3728
 JU3728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3728.See file dsdata.pdf to determine how the superseded data were derived.
 JU3728
 JU3728_MARKER: 43 = RADIO/TV TOWER
 JU3728
 JU3728  HISTORY     - Date     Condition        Report By
 JU3728  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3728
 JU3728                          STATION DESCRIPTION
 JU3728
 JU3728'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3748 ***********************************************************************
 JU3748  DESIGNATION -  WILMINGTON SACRED HEART CHURCH
 JU3748  PID         -  JU3748
 JU3748  STATE/COUNTY-  DE/NEW CASTLE
 JU3748  COUNTRY     -  US
 JU3748  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3748
 JU3748                         *CURRENT SURVEY CONTROL
 JU3748  ______________________________________________________________________
 JU3748* NAD 83(1991) POSITION- 39 44 52.71322(N) 075 33 15.45630(W)   ADJUSTED
 JU3748  ______________________________________________________________________
 JU3748  GEOID HEIGHT    -        -32.914 (meters)                     GEOID18
 JU3748  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 JU3748  HORZ ORDER      -  THIRD
 JU3748
 JU3748.The horizontal coordinates were established by classical geodetic methods
 JU3748.and adjusted by the National Geodetic Survey in January 1992.
 JU3748
 JU3748.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3748.GEOID18 height accuracy estimate available here.
 JU3748
 JU3748.Click photographs - Photos may exist for this station.
 JU3748
 JU3748.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3748
 JU3748. The following values were computed from the NAD 83(1991) position.
 JU3748
 JU3748;                    North         East     Units Scale Factor Converg.
 JU3748;SPC DE       -   194,056.305   188,204.486   MT  0.99999671   -0 05 16.8
 JU3748;SPC DE       -   636,666.39    617,467.55   sFT  0.99999671   -0 05 16.8
 JU3748;SPC NJ       -   102,065.976    59,647.805   MT  1.00000047   -0 40 27.0
 JU3748;SPC NJ       -   334,861.46    195,694.51   sFT  1.00000047   -0 40 27.0
 JU3748;UTM  18      - 4,399,932.496   452,512.059   MT  0.99962776   -0 21 15.9
 JU3748
 JU3748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5251299932(NAD 83)
 JU3748
 JU3748                          SUPERSEDED SURVEY CONTROL
 JU3748
 JU3748  NAD 83(1986)-  39 44 52.70854(N)    075 33 15.46238(W) AD(       ) 3
 JU3748  NAD 27      -  39 44 52.29900(N)    075 33 16.75600(W) AD(       ) 3
 JU3748
 JU3748.Superseded values are not recommended for survey control.
 JU3748
 JU3748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3748.See file dsdata.pdf to determine how the superseded data were derived.
 JU3748
 JU3748_MARKER: 90 = CHURCH SPIRE
 JU3748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3748+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2010
 JU3748
 JU3748  HISTORY     - Date     Condition        Report By
 JU3748  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3748  HISTORY     - 1946     GOOD             CGS
 JU3748  HISTORY     - 1983     GOOD             USPSQD
 JU3748  HISTORY     - 19910718 GOOD             USPSQD
 JU3748  HISTORY     - 20041212 GOOD             GEOCAC
 JU3748  HISTORY     - 20100925 GOOD             GEOCAC
 JU3748
 JU3748                          STATION DESCRIPTION
 JU3748
 JU3748'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3748'AT SW CORNER OF TENTH AND MADISON STREETS.  CHURCH IS BUILT OF
 JU3748'RED BRICK, BUTTRESSED WALLS, SLATE ROOF.  APPROXIMATE DIMENSIONS
 JU3748'80 BY 100 FEET.
 JU3748'
 JU3748'TOWER ON MADISON STREET FRONT, ABOUT 50 FEET S OF S PROPERTY
 JU3748'LINE, MADISON STREET.  TOWER IS ABOUT 25 FEET SQUARE AND EXTENDS
 JU3748'50 FEET ABOVE ROOF.  ROOF RIDGE IS ABOUT 60 FEET ABOVE STREET
 JU3748'LEVEL.
 JU3748'
 JU3748'SPIRE IS A STUBBY PYRAMID ABOUT 30 FEET ABOVE BRICK WORK.  LARGE
 JU3748'GOLD CROSS MOUNTS SPIRE.
 JU3748'
 JU3748'HEIGHT OF CROSS ABOVE STREET LEVEL--140 FEET.
 JU3748
 JU3748                          STATION RECOVERY (1946)
 JU3748
 JU3748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3748'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 JU3748'ADEQUATE.
 JU3748
 JU3748                          STATION RECOVERY (1983)
 JU3748
 JU3748'RECOVERY NOTE BY US POWER SQUADRON 1983 (PWJ)
 JU3748'SPIRE IS COVERED WITH ALUMINUM - ONLY CHANGE FROM DESCRIPTION.
 JU3748
 JU3748                          STATION RECOVERY (1991)
 JU3748
 JU3748'RECOVERY NOTE BY US POWER SQUADRON 1991 (DLG)
 JU3748'RECOVERED IN GOOD CONDITION.
 JU3748
 JU3748                          STATION RECOVERY (2004)
 JU3748
 JU3748'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 JU3748'RECOVERED IN GOOD CONDITION.
 JU3748
 JU3748                          STATION RECOVERY (2010)
 JU3748
 JU3748'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 JU3748'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3704 ***********************************************************************
 JU3704  DESIGNATION -  WILMINGTON ST HEDWIGS S SPIRE
 JU3704  PID         -  JU3704
 JU3704  STATE/COUNTY-  DE/NEW CASTLE
 JU3704  COUNTRY     -  US
 JU3704  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3704
 JU3704                         *CURRENT SURVEY CONTROL
 JU3704  ______________________________________________________________________
 JU3704* NAD 83(1991) POSITION- 39 44 25.11773(N) 075 33 57.99435(W)   ADJUSTED
 JU3704  ______________________________________________________________________
 JU3704  GEOID HEIGHT    -        -32.921 (meters)                     GEOID18
 JU3704  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 JU3704  HORZ ORDER      -  THIRD
 JU3704
 JU3704.The horizontal coordinates were established by classical geodetic methods
 JU3704.and adjusted by the National Geodetic Survey in January 1992.
 JU3704
 JU3704.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3704.GEOID18 height accuracy estimate available here.
 JU3704
 JU3704.Click photographs - Photos may exist for this station.
 JU3704
 JU3704.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3704
 JU3704. The following values were computed from the NAD 83(1991) position.
 JU3704
 JU3704;                    North         East     Units Scale Factor Converg.
 JU3704;SPC DE       -   193,206.842   187,190.347   MT  0.99999702   -0 05 43.9
 JU3704;SPC DE       -   633,879.45    614,140.33   sFT  0.99999702   -0 05 43.9
 JU3704;SPC NJ       -   101,226.928    58,625.025   MT  1.00000276   -0 40 53.8
 JU3704;SPC NJ       -   332,108.68    192,338.94   sFT  1.00000276   -0 40 53.8
 JU3704;UTM  18      - 4,399,088.069   451,494.357   MT  0.99962897   -0 21 42.9
 JU3704
 JU3704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5149499088(NAD 83)
 JU3704
 JU3704                          SUPERSEDED SURVEY CONTROL
 JU3704
 JU3704  NAD 83(1986)-  39 44 25.11305(N)    075 33 58.00063(W) AD(       ) 3
 JU3704  NAD 27      -  39 44 24.70300(N)    075 33 59.27900(W) AD(       ) 3
 JU3704
 JU3704.Superseded values are not recommended for survey control.
 JU3704
 JU3704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3704.See file dsdata.pdf to determine how the superseded data were derived.
 JU3704
 JU3704_MARKER: 90 = CHURCH SPIRE
 JU3704
 JU3704  HISTORY     - Date     Condition        Report By
 JU3704  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3704  HISTORY     - 1946     GOOD             CGS
 JU3704  HISTORY     - 1983     GOOD             USPSQD
 JU3704  HISTORY     - 19910718 GOOD             USPSQD
 JU3704  HISTORY     - 19980215 GOOD             USPSQD
 JU3704
 JU3704                          STATION DESCRIPTION
 JU3704
 JU3704'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3704'AT SE CORNER OF LINDEN AND HARRISON STREETS.  CHURCH IS OF GRAY
 JU3704'BRICK, WITH TWO TOWERS ON HARRISON STREET ABOUT 60 FEET CENTER TO
 JU3704'CENTER.  TOWERS CONTAIN BELFRYS.
 JU3704'
 JU3704'SPIRES RISE OCTAGONAL FROM TOWERS ABOUT 40 FEET SURMOUNTED BY
 JU3704'GOLD CROSSES.  THE SPIRES ARE NOT VERY SHARP, SHINGLED BLACK.
 JU3704'
 JU3704'HEIGHT OF CROSSES ABOVE STREET LEVEL--110 FEET.
 JU3704
 JU3704                          STATION RECOVERY (1946)
 JU3704
 JU3704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3704'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 JU3704'ADEQUATE.
 JU3704
 JU3704                          STATION RECOVERY (1983)
 JU3704
 JU3704'RECOVERY NOTE BY US POWER SQUADRON 1983 (JLM)
 JU3704'SHINGLES ARE GRAY - DESCRIPTION IS ADEQUATE.
 JU3704
 JU3704                          STATION RECOVERY (1991)
 JU3704
 JU3704'RECOVERY NOTE BY US POWER SQUADRON 1991 (DLG)
 JU3704'RECOVERED IN GOOD CONDITION.
 JU3704
 JU3704                          STATION RECOVERY (1998)
 JU3704
 JU3704'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3704'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3705 ***********************************************************************
 JU3705  DESIGNATION -  WILMINGTON ST HEDWIGS N SPIRE
 JU3705  PID         -  JU3705
 JU3705  STATE/COUNTY-  DE/NEW CASTLE
 JU3705  COUNTRY     -  US
 JU3705  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3705
 JU3705                         *CURRENT SURVEY CONTROL
 JU3705  ______________________________________________________________________
 JU3705* NAD 83(1991) POSITION- 39 44 25.54999(N) 075 33 57.70140(W)   ADJUSTED
 JU3705  ______________________________________________________________________
 JU3705  GEOID HEIGHT    -        -32.920 (meters)                     GEOID18
 JU3705  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 JU3705  HORZ ORDER      -  THIRD
 JU3705
 JU3705.The horizontal coordinates were established by classical geodetic methods
 JU3705.and adjusted by the National Geodetic Survey in January 1992.
 JU3705
 JU3705.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3705.GEOID18 height accuracy estimate available here.
 JU3705
 JU3705.Click photographs - Photos may exist for this station.
 JU3705
 JU3705.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3705
 JU3705. The following values were computed from the NAD 83(1991) position.
 JU3705
 JU3705;                    North         East     Units Scale Factor Converg.
 JU3705;SPC DE       -   193,220.162   187,197.344   MT  0.99999702   -0 05 43.8
 JU3705;SPC DE       -   633,923.15    614,163.29   sFT  0.99999702   -0 05 43.8
 JU3705;SPC NJ       -   101,240.176    58,632.158   MT  1.00000274   -0 40 53.7
 JU3705;SPC NJ       -   332,152.14    192,362.34   sFT  1.00000274   -0 40 53.7
 JU3705;UTM  18      - 4,399,101.352   451,501.413   MT  0.99962896   -0 21 42.7
 JU3705
 JU3705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5150199101(NAD 83)
 JU3705
 JU3705                          SUPERSEDED SURVEY CONTROL
 JU3705
 JU3705  NAD 83(1986)-  39 44 25.54522(N)    075 33 57.70745(W) AD(       ) 3
 JU3705  NAD 27      -  39 44 25.13600(N)    075 33 58.98500(W) AD(       ) 3
 JU3705
 JU3705.Superseded values are not recommended for survey control.
 JU3705
 JU3705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3705.See file dsdata.pdf to determine how the superseded data were derived.
 JU3705
 JU3705_MARKER: 90 = CHURCH SPIRE
 JU3705
 JU3705  HISTORY     - Date     Condition        Report By
 JU3705  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3705  HISTORY     - 1946     GOOD             CGS
 JU3705  HISTORY     - 1983     GOOD             USPSQD
 JU3705  HISTORY     - 19910718 GOOD             USPSQD
 JU3705  HISTORY     - 19980215 GOOD             USPSQD
 JU3705  HISTORY     - 20041212 GOOD             GEOCAC
 JU3705
 JU3705                          STATION DESCRIPTION
 JU3705
 JU3705'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3705'AT SE CORNER OF LINDEN AND HARRISON STREETS.  CHURCH IS OF GRAY
 JU3705'BRICK, WITH TWO TOWERS ON HARRISON STREET ABOUT 60 FEET CENTER TO
 JU3705'CENTER.  TOWERS CONTAIN BELFRYS.
 JU3705'
 JU3705'SPIRES RISE OCTAGONAL FROM TOWERS ABOUT 40 FEET SURMOUNTED BY
 JU3705'GOLD CROSSES.  THE SPIRES ARE NOT VERY SHARP, SHINGLED BLACK.
 JU3705'
 JU3705'HEIGHT OF CROSSES ABOVE STREET LEVEL--110 FEET.
 JU3705
 JU3705                          STATION RECOVERY (1946)
 JU3705
 JU3705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3705'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 JU3705'ADEQUATE.
 JU3705
 JU3705                          STATION RECOVERY (1983)
 JU3705
 JU3705'RECOVERY NOTE BY US POWER SQUADRON 1983 (PWJ)
 JU3705'SHINGLES - GRAY.
 JU3705'
 JU3705'REST OF DESCRIPTION ADEQUATE.
 JU3705
 JU3705                          STATION RECOVERY (1991)
 JU3705
 JU3705'RECOVERY NOTE BY US POWER SQUADRON 1991 (DLG)
 JU3705'RECOVERED IN GOOD CONDITION.
 JU3705
 JU3705                          STATION RECOVERY (1998)
 JU3705
 JU3705'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3705'RECOVERED IN GOOD CONDITION.
 JU3705
 JU3705                          STATION RECOVERY (2004)
 JU3705
 JU3705'RECOVERY NOTE BY GEOCACHING 2004 (APC)
 JU3705'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3739 ***********************************************************************
 JU3739  DESIGNATION -  WILMINGTON ST MARYS CH DOME
 JU3739  PID         -  JU3739
 JU3739  STATE/COUNTY-  DE/NEW CASTLE
 JU3739  COUNTRY     -  US
 JU3739  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3739
 JU3739                         *CURRENT SURVEY CONTROL
 JU3739  ______________________________________________________________________
 JU3739* NAD 83(1991) POSITION- 39 44 20.95704(N) 075 32 38.83285(W)   ADJUSTED
 JU3739  ______________________________________________________________________
 JU3739  GEOID HEIGHT    -        -32.943 (meters)                     GEOID18
 JU3739  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC18
 JU3739  HORZ ORDER      -  THIRD
 JU3739
 JU3739.The horizontal coordinates were established by classical geodetic methods
 JU3739.and adjusted by the National Geodetic Survey in January 1992.
 JU3739
 JU3739.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3739.GEOID18 height accuracy estimate available here.
 JU3739
 JU3739.Click photographs - Photos may exist for this station.
 JU3739
 JU3739.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3739
 JU3739. The following values were computed from the NAD 83(1991) position.
 JU3739
 JU3739;                    North         East     Units Scale Factor Converg.
 JU3739;SPC DE       -   193,075.609   189,075.001   MT  0.99999647   -0 04 53.3
 JU3739;SPC DE       -   633,448.89    620,323.57   sFT  0.99999647   -0 04 53.3
 JU3739;SPC NJ       -   101,076.423    60,508.246   MT  0.99999857   -0 40 03.2
 JU3739;SPC NJ       -   331,614.90    198,517.47   sFT  0.99999857   -0 40 03.2
 JU3739;UTM  18      - 4,398,948.127   453,377.686   MT  0.99962676   -0 20 52.3
 JU3739
 JU3739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5337798948(NAD 83)
 JU3739
 JU3739                          SUPERSEDED SURVEY CONTROL
 JU3739
 JU3739  NAD 83(1986)-  39 44 20.95209(N)    075 32 38.83853(W) AD(       ) 3
 JU3739  NAD 27      -  39 44 20.55000(N)    075 32 40.11000(W) AD(       ) 3
 JU3739  USSD        -  39 44 20.98000(N)    075 32 40.03000(W) AD(       ) 3
 JU3739
 JU3739.Superseded values are not recommended for survey control.
 JU3739
 JU3739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3739.See file dsdata.pdf to determine how the superseded data were derived.
 JU3739
 JU3739_MARKER: 87 = DOME
 JU3739
 JU3739  HISTORY     - Date     Condition        Report By
 JU3739  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3739  HISTORY     - 1946     GOOD             CGS
 JU3739  HISTORY     - 1983     GOOD             USPSQD
 JU3739  HISTORY     - 19910718 GOOD             USPSQD
 JU3739  HISTORY     - 19980215 GOOD             USPSQD
 JU3739
 JU3739                          STATION DESCRIPTION
 JU3739
 JU3739'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3739'AT THE SW CORNER OF SIXTH AND PINE STREETS.  THE CHURCH IS AN
 JU3739'OLD RED-BRICK BUILDING WITH A SLATE ROOF.
 JU3739'
 JU3739'THE DOME IS CIRCULAR IN SHAPE, BETWEEN TWO SQUARE DOMES
 JU3739'SURMOUNTED BY PYRAMIDAL ROOFS.  THE SQUARE DOMES TO EITHER SIDE
 JU3739'ARE SHORTER THAN THE CENTRAL CIRCULAR DOME.  DOMES ARE SHEET
 JU3739'TIN PAINTED BLACK.
 JU3739'
 JU3739'ALL THREE DOMES MOUNT GOLD CROSSES.  EACH CROSS ABOUT 6 FEET TALL.
 JU3739'
 JU3739'DIMENSIONS--CROSS 100 FEET ABOVE STREET LEVEL, 10 FEET IN
 JU3739'DIAMETER AT BASE.
 JU3739
 JU3739                          STATION RECOVERY (1946)
 JU3739
 JU3739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3739'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 JU3739'IS ADEQUATE.
 JU3739
 JU3739                          STATION RECOVERY (1983)
 JU3739
 JU3739'RECOVERY NOTE BY US POWER SQUADRON 1983 (PWJ)
 JU3739'STATION RECOVERED GOOD EXCEPT DOMES ARE WHITE, NOT BLACK.
 JU3739
 JU3739                          STATION RECOVERY (1991)
 JU3739
 JU3739'RECOVERY NOTE BY US POWER SQUADRON 1991 (DLG)
 JU3739'RECOVERED IN GOOD CONDITION.
 JU3739
 JU3739                          STATION RECOVERY (1998)
 JU3739
 JU3739'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU3739'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3733 ***********************************************************************
 JU3733  DESIGNATION -  WILMINGTON SW TRANS TOWER
 JU3733  PID         -  JU3733
 JU3733  STATE/COUNTY-  DE/NEW CASTLE
 JU3733  COUNTRY     -  US
 JU3733  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU3733
 JU3733                         *CURRENT SURVEY CONTROL
 JU3733  ______________________________________________________________________
 JU3733* NAD 83(1991) POSITION- 39 43 47.30248(N) 075 32 07.52608(W)   ADJUSTED
 JU3733  ______________________________________________________________________
 JU3733  GEOID HEIGHT    -        -32.974 (meters)                     GEOID18
 JU3733  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 JU3733  HORZ ORDER      -  THIRD
 JU3733
 JU3733.The horizontal coordinates were established by classical geodetic methods
 JU3733.and adjusted by the National Geodetic Survey in January 1992.
 JU3733
 JU3733.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3733.GEOID18 height accuracy estimate available here.
 JU3733
 JU3733.Click photographs - Photos may exist for this station.
 JU3733
 JU3733.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3733
 JU3733. The following values were computed from the NAD 83(1991) position.
 JU3733
 JU3733;                    North         East     Units Scale Factor Converg.
 JU3733;SPC DE       -   192,036.632   189,819.053   MT  0.99999628   -0 04 33.3
 JU3733;SPC DE       -   630,040.18    622,764.68   sFT  0.99999628   -0 04 33.3
 JU3733;SPC NJ       -   100,029.889    61,241.634   MT  0.99999696   -0 39 42.7
 JU3733;SPC NJ       -   328,181.39    200,923.59   sFT  0.99999696   -0 39 42.7
 JU3733;UTM  18      - 4,397,906.088   454,116.626   MT  0.99962592   -0 20 32.0
 JU3733
 JU3733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5411697906(NAD 83)
 JU3733
 JU3733                          SUPERSEDED SURVEY CONTROL
 JU3733
 JU3733  NAD 83(1986)-  39 43 47.29737(N)    075 32 07.53150(W) AD(       ) 3
 JU3733  NAD 27      -  39 43 46.89000(N)    075 32 08.81600(W) AD(       ) 3
 JU3733
 JU3733.Superseded values are not recommended for survey control.
 JU3733
 JU3733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3733.See file dsdata.pdf to determine how the superseded data were derived.
 JU3733
 JU3733_MARKER: 43 = RADIO/TV TOWER
 JU3733
 JU3733  HISTORY     - Date     Condition        Report By
 JU3733  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3733
 JU3733                          STATION DESCRIPTION
 JU3733
 JU3733'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3643 ***********************************************************************
 JU3643  DESIGNATION -  WILMINGTON TV STA WDEL E MAST
 JU3643  PID         -  JU3643
 JU3643  STATE/COUNTY-  DE/NEW CASTLE
 JU3643  COUNTRY     -  US
 JU3643  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3643
 JU3643                         *CURRENT SURVEY CONTROL
 JU3643  ______________________________________________________________________
 JU3643* NAD 83(1991) POSITION- 39 48 57.33290(N) 075 31 45.16622(W)   ADJUSTED
 JU3643  ______________________________________________________________________
 JU3643  GEOID HEIGHT    -        -32.867 (meters)                     GEOID18
 JU3643  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 JU3643  HORZ ORDER      -  THIRD
 JU3643
 JU3643.The horizontal coordinates were established by classical geodetic methods
 JU3643.and adjusted by the National Geodetic Survey in January 1992.
 JU3643
 JU3643.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3643.GEOID18 height accuracy estimate available here.
 JU3643
 JU3643.Click photographs - Photos may exist for this station.
 JU3643
 JU3643.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3643
 JU3643. The following values were computed from the NAD 83(1991) position.
 JU3643
 JU3643;                    North         East     Units Scale Factor Converg.
 JU3643;SPC DE       -   201,597.778   190,363.539   MT  0.99999614   -0 04 19.4
 JU3643;SPC DE       -   661,408.71    624,551.04   sFT  0.99999614   -0 04 19.4
 JU3643;SPC PA S     -    55,975.532   790,133.659   MT  1.00002043   +1 26 27.0
 JU3643;SPC PA S     -   183,646.39  2,592,296.85   sFT  1.00002043   +1 26 27.0
 JU3643;UTM  18      - 4,407,461.055   454,705.370   MT  0.99962526   -0 20 19.9
 JU3643
 JU3643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5470507461(NAD 83)
 JU3643
 JU3643                          SUPERSEDED SURVEY CONTROL
 JU3643
 JU3643  NAD 83(1986)-  39 48 57.32900(N)    075 31 45.17050(W) AD(       ) 3
 JU3643  NAD 27      -  39 48 56.92400(N)    075 31 46.45600(W) AD(       ) 3
 JU3643
 JU3643.Superseded values are not recommended for survey control.
 JU3643
 JU3643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3643.See file dsdata.pdf to determine how the superseded data were derived.
 JU3643
 JU3643_MARKER: 42 = RADIO/TV MAST
 JU3643
 JU3643  HISTORY     - Date     Condition        Report By
 JU3643  HISTORY     - 1960     FIRST OBSERVED   CGS
 JU3643
 JU3643                          STATION DESCRIPTION
 JU3643
 JU3643'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3654 ***********************************************************************
 JU3654  DESIGNATION -  WILMINGTON TV STA WDEL W MAST
 JU3654  PID         -  JU3654
 JU3654  STATE/COUNTY-  DE/NEW CASTLE
 JU3654  COUNTRY     -  US
 JU3654  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3654
 JU3654                         *CURRENT SURVEY CONTROL
 JU3654  ______________________________________________________________________
 JU3654* NAD 83(1991) POSITION- 39 48 58.20870(N) 075 31 47.19884(W)   ADJUSTED
 JU3654  ______________________________________________________________________
 JU3654  GEOID HEIGHT    -        -32.867 (meters)                     GEOID18
 JU3654  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 JU3654  HORZ ORDER      -  THIRD
 JU3654
 JU3654.The horizontal coordinates were established by classical geodetic methods
 JU3654.and adjusted by the National Geodetic Survey in January 1992.
 JU3654
 JU3654.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3654.GEOID18 height accuracy estimate available here.
 JU3654
 JU3654.Click photographs - Photos may exist for this station.
 JU3654
 JU3654.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3654
 JU3654. The following values were computed from the NAD 83(1991) position.
 JU3654
 JU3654;                    North         East     Units Scale Factor Converg.
 JU3654;SPC DE       -   201,624.851   190,315.229   MT  0.99999615   -0 04 20.7
 JU3654;SPC DE       -   661,497.53    624,392.55   sFT  0.99999615   -0 04 20.7
 JU3654;SPC PA S     -    56,001.320   790,084.650   MT  1.00002039   +1 26 25.7
 JU3654;SPC PA S     -   183,731.00  2,592,136.06   sFT  1.00002039   +1 26 25.7
 JU3654;UTM  18      - 4,407,488.342   454,657.205   MT  0.99962531   -0 20 21.3
 JU3654
 JU3654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5465707488(NAD 83)
 JU3654
 JU3654                          SUPERSEDED SURVEY CONTROL
 JU3654
 JU3654  NAD 83(1986)-  39 48 58.20482(N)    075 31 47.20311(W) AD(       ) 3
 JU3654  NAD 27      -  39 48 57.80000(N)    075 31 48.48900(W) AD(       ) 3
 JU3654
 JU3654.Superseded values are not recommended for survey control.
 JU3654
 JU3654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3654.See file dsdata.pdf to determine how the superseded data were derived.
 JU3654
 JU3654_MARKER: 42 = RADIO/TV MAST
 JU3654
 JU3654  HISTORY     - Date     Condition        Report By
 JU3654  HISTORY     - 1960     FIRST OBSERVED   CGS
 JU3654
 JU3654                          STATION DESCRIPTION
 JU3654
 JU3654'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3652 ***********************************************************************
 JU3652  DESIGNATION -  WILMINGTON WILTEX CO STACK
 JU3652  PID         -  JU3652
 JU3652  STATE/COUNTY-  DE/NEW CASTLE
 JU3652  COUNTRY     -  US
 JU3652  USGS QUAD   -  WILMINGTON NORTH (2016)
 JU3652
 JU3652                         *CURRENT SURVEY CONTROL
 JU3652  ______________________________________________________________________
 JU3652* NAD 83(1991) POSITION- 39 45 05.91780(N) 075 32 21.08644(W)   ADJUSTED
 JU3652  ______________________________________________________________________
 JU3652  GEOID HEIGHT    -        -32.921 (meters)                     GEOID18
 JU3652  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC18
 JU3652  HORZ ORDER      -  THIRD
 JU3652
 JU3652.The horizontal coordinates were established by classical geodetic methods
 JU3652.and adjusted by the National Geodetic Survey in January 1992.
 JU3652
 JU3652.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3652.GEOID18 height accuracy estimate available here.
 JU3652
 JU3652.Click photographs - Photos may exist for this station.
 JU3652
 JU3652.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3652
 JU3652. The following values were computed from the NAD 83(1991) position.
 JU3652
 JU3652;                    North         East     Units Scale Factor Converg.
 JU3652;SPC DE       -   194,461.675   189,499.447   MT  0.99999636   -0 04 42.1
 JU3652;SPC DE       -   637,996.35    621,716.10   sFT  0.99999636   -0 04 42.1
 JU3652;SPC NJ       -   102,458.077    60,946.849   MT  0.99999760   -0 39 52.4
 JU3652;SPC NJ       -   336,147.87    199,956.45   sFT  0.99999760   -0 39 52.4
 JU3652;UTM  18      - 4,400,331.692   453,808.412   MT  0.99962627   -0 20 41.3
 JU3652
 JU3652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5380800331(NAD 83)
 JU3652
 JU3652                          SUPERSEDED SURVEY CONTROL
 JU3652
 JU3652  NAD 83(1986)-  39 45 05.91329(N)    075 32 21.09164(W) AD(       ) 3
 JU3652  NAD 27      -  39 45 05.50500(N)    075 32 22.36800(W) AD(       ) 3
 JU3652  USSD        -  39 45 05.92000(N)    075 32 22.30000(W) AD(       ) 3
 JU3652
 JU3652.Superseded values are not recommended for survey control.
 JU3652
 JU3652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3652.See file dsdata.pdf to determine how the superseded data were derived.
 JU3652
 JU3652_MARKER: 63 = STACK
 JU3652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU3652+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2010
 JU3652
 JU3652  HISTORY     - Date     Condition        Report By
 JU3652  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3652  HISTORY     - 1946     GOOD             CGS
 JU3652  HISTORY     - 1983     GOOD             USPSQD
 JU3652  HISTORY     - 19910718 GOOD             USPSQD
 JU3652  HISTORY     - 20100925 GOOD             GEOCAC
 JU3652
 JU3652                          STATION DESCRIPTION
 JU3652
 JU3652'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
 JU3652'LOCATED IN CENTER OF SQUARE BOUNDED BY MARKET, LAMOTTE,
 JU3652'VANDEVER, AND TWENTY-SECOND STREETS, BEHIND FACTORY BUILDINGS
 JU3652'WHICH FRONT ON VANDEVER.
 JU3652'
 JU3652'STACK IS OCTAGONAL, OLD RED BRICK, SOOTY AT TOP.  LIGHTNING
 JU3652'RODDED.  TOP IS OF UNUSUAL DESIGN.
 JU3652'
 JU3652'ABOUT 100 FEET SW IS ANOTHER STACK, STEEL, PAINTED ALUMINUM WITH
 JU3652'A 2-FOOT BLACK BAND AT TOP.
 JU3652'
 JU3652'DIMENSIONS--ABOUT 125 FEET HIGH, 5 FEET IN DIAMETER, CORBEL 6
 JU3652'FEET DIAMETER.
 JU3652
 JU3652                          STATION RECOVERY (1946)
 JU3652
 JU3652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 JU3652'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 JU3652'ADEQUATE.
 JU3652
 JU3652                          STATION RECOVERY (1983)
 JU3652
 JU3652'RECOVERY NOTE BY US POWER SQUADRON 1983 (PWJ)
 JU3652'STATION RECOVERED GOOD.
 JU3652'
 JU3652'ADEQUATE.
 JU3652
 JU3652                          STATION RECOVERY (1991)
 JU3652
 JU3652'RECOVERY NOTE BY US POWER SQUADRON 1991 (DLG)
 JU3652'RECOVERED IN GOOD CONDITION.
 JU3652
 JU3652                          STATION RECOVERY (2010)
 JU3652
 JU3652'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
 JU3652'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3417 ***********************************************************************
 JU3417  DESIGNATION -  WINDMILL SQUARE WHITE TOWER
 JU3417  PID         -  JU3417
 JU3417  STATE/COUNTY-  DE/NEW CASTLE
 JU3417  COUNTRY     -  US
 JU3417  USGS QUAD   -  TAYLORS BRIDGE (2016)
 JU3417
 JU3417                         *CURRENT SURVEY CONTROL
 JU3417  ______________________________________________________________________
 JU3417* NAD 83(1991) POSITION- 39 22 39.76564(N) 075 31 28.73548(W)   ADJUSTED
 JU3417  ______________________________________________________________________
 JU3417  GEOID HEIGHT    -        -33.811 (meters)                     GEOID18
 JU3417  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC18
 JU3417  HORZ ORDER      -  THIRD
 JU3417
 JU3417.The horizontal coordinates were established by classical geodetic methods
 JU3417.and adjusted by the National Geodetic Survey in January 1992.
 JU3417
 JU3417.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3417.GEOID18 height accuracy estimate available here.
 JU3417
 JU3417.Click photographs - Photos may exist for this station.
 JU3417
 JU3417.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3417
 JU3417. The following values were computed from the NAD 83(1991) position.
 JU3417
 JU3417;                    North         East     Units Scale Factor Converg.
 JU3417;SPC DE       -   152,944.080   190,695.883   MT  0.99999607   -0 04 06.6
 JU3417;SPC DE       -   501,784.04    625,641.41   sFT  0.99999607   -0 04 06.6
 JU3417;SPC NJ       -    60,930.422    61,720.118   MT  0.99999592   -0 39 00.4
 JU3417;SPC NJ       -   199,902.56    202,493.42   sFT  0.99999592   -0 39 00.4
 JU3417;UTM  18      - 4,358,824.386   454,812.150   MT  0.99962514   -0 19 58.3
 JU3417
 JU3417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5481258824(NAD 83)
 JU3417
 JU3417                          SUPERSEDED SURVEY CONTROL
 JU3417
 JU3417  NAD 83(1986)-  39 22 39.75761(N)    075 31 28.74522(W) AD(       ) 3
 JU3417  NAD 27      -  39 22 39.34600(N)    075 31 30.01700(W) AD(       ) 3
 JU3417
 JU3417.Superseded values are not recommended for survey control.
 JU3417
 JU3417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3417.See file dsdata.pdf to determine how the superseded data were derived.
 JU3417
 JU3417_MARKER: 66 = WINDMILL
 JU3417
 JU3417  HISTORY     - Date     Condition        Report By
 JU3417  HISTORY     - 1933     FIRST OBSERVED   CGS
 JU3417  HISTORY     - 1969     GOOD             CGS
 JU3417
 JU3417                          STATION DESCRIPTION
 JU3417
 JU3417'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JKW)
 JU3417'STATION RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU1385 ***********************************************************************
 HU1385  DESIGNATION -  WINDY
 HU1385  PID         -  HU1385
 HU1385  STATE/COUNTY-  DE/SUSSEX
 HU1385  COUNTRY     -  US
 HU1385  USGS QUAD   -  BETHANY BEACH (2016)
 HU1385
 HU1385                         *CURRENT SURVEY CONTROL
 HU1385  ______________________________________________________________________
 HU1385* NAD 83(1991) POSITION- 38 36 32.50125(N) 075 03 45.75281(W)   ADJUSTED
 HU1385* NAVD 88 ORTHO HEIGHT -     2.5   (meters)        8.    (feet) VERTCON3
 HU1385  ______________________________________________________________________
 HU1385  GEOID HEIGHT    -        -35.732 (meters)                     GEOID18
 HU1385  LAPLACE CORR    -          0.15  (seconds)                    DEFLEC18
 HU1385  HORZ ORDER      -  SECOND
 HU1385
 HU1385.The horizontal coordinates were established by classical geodetic methods
 HU1385.and adjusted by the National Geodetic Survey in January 1992.
 HU1385
 HU1385.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU1385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU1385
 HU1385.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU1385.GEOID18 height accuracy estimate available here.
 HU1385
 HU1385.Click photographs - Photos may exist for this station.
 HU1385
 HU1385.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU1385
 HU1385. The following values were computed from the NAD 83(1991) position.
 HU1385
 HU1385;                    North         East     Units Scale Factor Converg.
 HU1385;SPC DE       -    67,662.578   230,829.986   MT  1.00000670   +0 13 15.1
 HU1385;SPC DE       -   221,989.64    757,314.71   sFT  1.00000670   +0 13 15.1
 HU1385;UTM  18      - 4,273,393.335   494,540.151   MT  0.99960037   -0 02 20.9
 HU1385
 HU1385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU1385!SPC DE       -   1.00000522  x   1.00000670  =   1.00001192
 HU1385!UTM  18      -   1.00000522  x   0.99960037  =   0.99960559
 HU1385
 HU1385:                Primary Azimuth Mark                     Grid Az
 HU1385:SPC DE       -  INDIAN RIVER CG CUPOLA                   352 05 02.2
 HU1385:UTM  18      -  INDIAN RIVER CG CUPOLA                   352 20 38.2
 HU1385
 HU1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH9454073393(NAD 83)
 HU1385
 HU1385|---------------------------------------------------------------------|
 HU1385| PID    Reference Object                     Distance      Geod. Az  |
 HU1385|                                                           dddmmss.s |
 HU1385| HU1394 INDIAN RIVER COAST GUARD TOWER       20.315 METERS 02619     |
 HU1385| DC8001 WINDY RM 1                           19.743 METERS 03659     |
 HU1385| HU1395 BETHANY BEACH OBSERV TWR 4          APPROX. 2.3 KM 1764557.1 |
 HU1385| HU1397 BETHANY BEACH MUNICIPAL TANK        APPROX. 7.9 KM 1771822.4 |
 HU1385| HU1388 QUILLEN POINT FLAGPOLE              APPROX. 2.6 KM 2060120.0 |
 HU1385| HU1390 INDIAN R INLET TRAILER PARK TK      APPROX. 1.1 KM 2481054.6 |
 HU1385| DC8002 WINDY RM 2                           30.161 METERS 33437     |
 HU1385| HU1372 INDIAN RIVER CG CUPOLA              APPROX. 2.8 KM 3521817.3 |
 HU1385|---------------------------------------------------------------------|
 HU1385
 HU1385                          SUPERSEDED SURVEY CONTROL
 HU1385
 HU1385  NAD 83(1986)-  38 36 32.48426(N)    075 03 45.76815(W) AD(       ) 2
 HU1385  NAD 27      -  38 36 32.08008(N)    075 03 47.11614(W) AD(       ) 2
 HU1385  NGVD 29 (07/19/86)    2.7    (m)            9.     (f) VERT ANG       
 HU1385
 HU1385.Superseded values are not recommended for survey control.
 HU1385
 HU1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU1385.See file dsdata.pdf to determine how the superseded data were derived.
 HU1385
 HU1385_MARKER: DS = TRIANGULATION STATION DISK
 HU1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU1385_STAMPING: WINDY 1962
 HU1385_MARK LOGO: CGS
 HU1385_PROJECTION: FLUSH
 HU1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU1385+STABILITY: SURFACE MOTION
 HU1385
 HU1385  HISTORY     - Date     Condition        Report By
 HU1385  HISTORY     - 1962     MONUMENTED       CGS
 HU1385  HISTORY     - 1966     MARK NOT FOUND   LOCENG
 HU1385  HISTORY     - 1970     SEE DESCRIPTION  NGS
 HU1385  HISTORY     - 1972     SEE DESCRIPTION  NGS
 HU1385  HISTORY     - 1975     SEE DESCRIPTION  NGS
 HU1385
 HU1385                          STATION DESCRIPTION
 HU1385
 HU1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RWT)
 HU1385'THE STATION IS LOCATED AT THE INDIAN RIVER INLET, BETWEEN
 HU1385'THE INLET AND THE COAST GUARD STATION, 5.0 MILES NORTH OF
 HU1385'BETHANY BEACH, 7-1/2 MILES SOUTH OF REHOBOTH BEACH AND ON
 HU1385'PROPERTY OWNED BY THE U.S. COAST GUARD.
 HU1385'
 HU1385'TO REACH THE STATION FROM THE POST OFFICE IN REHOBOTH BEACH,
 HU1385'GO SOUTH ON CITY ROUTE 14 FOR 1.4 MILES TO THE JUNCTION OF
 HU1385'STATE HIGHWAY 14, CONTINUE SOUTH ON STATE HIGHWAY 14 FOR 6.4
 HU1385'MILES TO THE INDIAN RIVER INLET BRIDGE, TURN LEFT AND GO EAST
 HU1385'ALONG THE NORTH SIDE OF THE INLET FOR 392.6 FEET TO THE
 HU1385'STATION AS DESCRIBED.
 HU1385'
 HU1385'THE STATION MARK IS A STANDARD DISK STAMPED WINDY 1962, SET
 HU1385'IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 HU1385'GROUND SURFACE.  IT IS 55.0 FEET SOUTH-SOUTHWEST OF THE
 HU1385'SOUTHWEST LEG OF THE COAST GUARD TOWER, 65.0 FEET
 HU1385'NORTH-NORTHEAST OF THE NORTH EDGE OF THE INLET, 67.5 FEET
 HU1385'NORTH OF THE STANDARD METAL WITNESS POST AND MARKER, 98.0
 HU1385'FEET SOUTH-SOUTHEAST OF A POWERLINE POLE AND 392.6 FEET
 HU1385'EAST-SOUTHEAST OF THE NORTHEAST ABUTMENT OF THE INDIAN RIVER
 HU1385'BRIDGE.
 HU1385'
 HU1385'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WINDY NO 2 1962,
 HU1385'SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH
 HU1385'THE GROUND SURFACE.  IT IS 3.5 FEET WEST OF A POWERLINE POLE,
 HU1385'67.2 FEET NORTHWEST OF THE NORTHWEST LEG OF THE COAST GUARD
 HU1385'TOWER AND 158.7 FEET NORTH OF THE STANDARD METAL WITNESS POST
 HU1385'AND MARKER.
 HU1385'
 HU1385'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WINDY NO 1 1962,
 HU1385'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE
 HU1385'SOUTHEAST LEG OF THE COAST GUARD TOWER.  IT IS 5.55 FEET
 HU1385'SOUTH-SOUTHEAST OF THE SOUTHEAST LEG OF THE COAST GUARD TOWER
 HU1385'AND 113.85 FEET NORTHEAST OF THE STANDARD METAL WITNESS POST
 HU1385'AND MARKER.
 HU1385'
 HU1385'HEIGHT OF LIGHT ABOVE STATION MARK 22.04 METERS.
 HU1385
 HU1385                          STATION RECOVERY (1966)
 HU1385
 HU1385'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966 (RTF)
 HU1385'RECOVERED BY BE BEAVIN CO.
 HU1385'
 HU1385'STATION NOT FOUND.  A NEW BRIDGE HAS BEEN BUILT ACROSS THE
 HU1385'INLET.  DID NOT SEARCH THOROUGHLY AS A BRIDGE PIER IS ON LINE
 HU1385'WITH STATION HAPPY.  R.M. 1 FOUND IN GOOD CONDITION.
 HU1385
 HU1385                          STATION RECOVERY (1970)
 HU1385
 HU1385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JKW)
 HU1385'STATION MARK DESTROYED.  RMS 1 AND 2 WERE RECOVERED IN GOOD
 HU1385'CONDITION.  THE MONUMENT FOR THE STATION MARK WAS FOUND LYING
 HU1385'HORIZONTALLY ABOUT TWO FEET BELOW THE SURFACE OF THE GROUND.  THE
 HU1385'SUB-SURFACE MARK IS PROBABLY INTACT.  THE ORIGINAL DESCRIPTION
 HU1385'IS ADEQUATE WITH THE FOLLOWING ADDITIONS--A NEW BRIDGE HAS
 HU1385'BEEN BUILT ACROSS THE INLET.  RM 2 IS 147.3 FEET EAST OF THE
 HU1385'NORTHEAST CORNER OF BRIDGE ABUTMENT, 83.5 FEET NORTHEAST
 HU1385'OF A POWER POLE AND 3 FEET BELOW THE SURFACE OF THE
 HU1385'GROUND.  DISTANCE FROM RM 1 TO RM 2 IS 89.95 FEET.
 HU1385'
 HU1385'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1385'AT INDIAN RIVER INLET.
 HU1385
 HU1385                          STATION RECOVERY (1972)
 HU1385
 HU1385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HU1385'THE STATION SUB-SURFACE DISK AND BOTH REFERENCE MARKS WERE
 HU1385'RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION SURFACE
 HU1385'DISK WAS FOUND DESTROYED.  THE SUB-SURFACE DISK AND MONUMENT
 HU1385'WAS GIVEN VERY CAREFUL EXAMINATION AND IT SHOWED NO SIGN OF
 HU1385'BEING DISTURBED.  THE DISK WAS FOUND UNDER ABOUT 5-1/2 FEET
 HU1385'OF LOOSE BLOWN IN SAND.  IT WAS LEFT INTACT AND A 5-1/2 FOOT
 HU1385'DEEP CONCRETE MONUMENT WITH A STATION DISK IN THE TOP WAS
 HU1385'PLACED OVER THE ORIGINAL DISK.  BOTH REFERENCE MARKS ARE NOW
 HU1385'UNDER ABOUT 3 FEET OF SAND.  A LONGER DISTANCE OF 0.026
 HU1385'METERS WAS FOUND TO REFERENCE MARK 1.  A LONGER DISTANCE OF
 HU1385'0.021 METERS WAS FOUND TO REFERENCE MARK 2.  A SMALLER
 HU1385'ANGLE OF 1 MINUTE AND 48 SECONDS WAS FOUND BETWEEN THE
 HU1385'REFERENCE MARKS.  IT IS BELIEVED THAT IF ANY LOCAL
 HU1385'MOVEMENT TOOK PLACE, IT WAS A LARGE AREA MOVEMENT CAUSED
 HU1385'BY THE SHIFTING SANDS.
 HU1385'
 HU1385'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
 HU1385'
 HU1385'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTH OF ROHOBOTH
 HU1385'BEACH, 5 MILES NORTH OF BETHANY BEACH AND JUST NORTH OF
 HU1385'INDIAN RIVER INLET.  IT IS ON STATE OWNED PROPERTY.
 HU1385'
 HU1385'TO REACH THE STATION FROM THE POST OFFICE IN ROHOBOTH BEACH,
 HU1385'GO SOUTH ON BAYARD AVENUE FOR 1.4 MILES TO STATE HIGHWAY
 HU1385'14.  BEAR LEFT AND CONTINUE SOUTH ON STATE HIGHWAY 14 FOR 6.1
 HU1385'MILES TO A LARGE BRIDGE OVER INDIAN RIVER INLET AND THE STATION
 HU1385'JUST EAST OF THE BRIDGE.
 HU1385'
 HU1385'THE STATION SUB-SURFACE DISK IS STAMPED WINDY 1962.  THE STATION
 HU1385'SURFACE DISK IS STAMPED WINDY 1962 1972.  THEY ARE BOTH
 HU1385'STANDARD DISKS.  THE SURFACE DISK IS 126 FEET EAST OF THE
 HU1385'MOST NORTHERLY ONE OF THE BRIDGE PIERS, 65 FEET SOUTHWEST OF
 HU1385'THE SOUTHEAST LEG OF A LOOKOUT TOWER 41 FEET EAST OF A POWERLINE
 HU1385'POLE NUMBER IH 75 AND 26.4 FEET SOUTHEAST OF A 6 FOOT HIGH,
 HU1385'8-INCH ROUND WOODEN POLE WITH A WITNESS SIGN NAILED TO THE
 HU1385'SOUTHEAST SIDE.
 HU1385'
 HU1385'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WINDY NO 1 1962,
 HU1385'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST LEG OF THE LOOKOUT
 HU1385'TOWER.  IT IS 1 FOOT SOUTHEAST OF THE SOUTHEAST STEEL LEG OF
 HU1385'THE LOOKOUT TOWER.
 HU1385'
 HU1385'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WINDY NO 2 1962,
 HU1385'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS
 HU1385'3 FEET BELOW THE SURFACE.  IT IS 147 FEET EAST OF THE MOST
 HU1385'NORTHERLY BRIDGE PIER, 83 FEET NORTHEAST OF POWERLINE POLE
 HU1385'NUMBER 91 IH 75 AND 3.5 FEET WEST OF THE OLD STUB OF A FORMER
 HU1385'POWERLINE POLE.
 HU1385'
 HU1385'NO AZIMUTH MARK AT THIS STATION.
 HU1385'
 HU1385'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 HU1385'5 MILES NORTH OF BETHANY BEACH.
 HU1385
 HU1385                          STATION RECOVERY (1975)
 HU1385
 HU1385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (EAB)
 HU1385'THE SURFACE STATION MARK, ABOUT 2 FEET OF THIS CONCRETE POST
 HU1385'WITH THE DISK STILL INTACT WAS RECOVERED BROKEN OFF AND FOUND
 HU1385'LYING FLAT ABOUT 2 FEET UNDER THE GROUND LEVEL.  THE STATION
 HU1385'MARK DISK I NOTICED WAS STAMPED WINDY 1962 1972.
 HU1385'
 HU1385'THE SUB-SURFACE MARK WAS RECOVERED AND IT WAS FOUND TO BE IN
 HU1385'GOOD CONDITION.  THIS SUB-SURFACE MARK WAS FOUND TO BE UNDER
 HU1385'THE BOTTOM PART OF THE REST OF THE CONCRETE POST THAT THE
 HU1385'SURFACE MARK WAS SET IN.  THE SUB-SURFACE MARK IS ABOUT 5.8
 HU1385'FEET BELOW THE GROUND LEVEL.  WHEN I WAS FILLING UP THIS HOLE
 HU1385'I PLACED THE BOTTOM PART OF THE OLD CONCRETE POST UP-RIGHT
 HU1385'OVER THE SUB-SURFACE MARK, THAN BY PLACING THE PART OF THE
 HU1385'CONCRETE POST WITH THE DISK STILL IN IT, I LAYED THIS PART
 HU1385'FLAT WITH THE GROUND ON THE TOP OF THE UP-RIGHT PIECE OF THE
 HU1385'CONCRETE POST.  NOW THIS PIECE OF CONCRETE POST THAT IS
 HU1385'LYING FLAT WITH THE GROUND IS 1.5 FEET BELOW THE GROUND
 HU1385'LEVEL.  TO HELP IN RECOVERING THIS SUB-SURFACE IT IS 145.3
 HU1385'FEET EAST SOUTHEAST OF THE MOST EXTREME EAST EDGE OF THE
 HU1385'NORTHERLY ONE OF THE BRIDGE PIERS, 50.6 FEET NORTH OF THE
 HU1385'NORTH EDGE OF A CONCRETE WALK ALONG THE NORTH SHORE OF
 HU1385'THIS INLET, 17.3 FEET WEST OF THE CENTER OF A SMALL
 HU1385'TRIANGLE THAT IS INSCRIBED ON A PYLON IN A ROW OF
 HU1385'PYLONS AND THE SUB-SURFACE MARK BEING ABOUT 5.5 FEET BELOW
 HU1385'THE GROUND LEVEL.
 HU1385'
 HU1385'REFERENCE MARK NO 1 WAS RECOVERED IN GOOD CONDITION AS IT IS
 HU1385'DESCRIBED IN THE 1962 AND THE 1972 DESCRIPTIONS.
 HU1385'
 HU1385'REFERENCE MARK NO 2 WAS RECOVERED AND IT WAS FOUND TO BE IN
 HU1385'GOOD CONDITION.  IT WAS FOUND TO BE 147.3 FEET NORTHEAST
 HU1385'OF THE MOST EXTREME EAST EDGE OF THE NORTHERLY ONE OF THE
 HU1385'BRIDGE PIERS, 68.0 FEET WEST NORTHWEST OF THE NORTHWEST
 HU1385'LEG OF THE STEEL LOOKOUT TOWER AND 2.5 FEET BELOW THE GROUND
 HU1385'LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU3466 ***********************************************************************
 JU3466  DESIGNATION -  WONDER
 JU3466  PID         -  JU3466
 JU3466  STATE/COUNTY-  DE/KENT
 JU3466  COUNTRY     -  US
 JU3466  USGS QUAD   -  KENTON (2016)
 JU3466
 JU3466                         *CURRENT SURVEY CONTROL
 JU3466  ______________________________________________________________________
 JU3466* NAD 83(1991) POSITION- 39 09 23.57864(N) 075 44 54.95428(W)   ADJUSTED
 JU3466* NAVD 88 ORTHO HEIGHT -    20.5   (meters)       67.    (feet) VERTCON3
 JU3466  ______________________________________________________________________
 JU3466  GEOID HEIGHT    -        -34.039 (meters)                     GEOID18
 JU3466  LAPLACE CORR    -         -3.39  (seconds)                    DEFLEC18
 JU3466  HORZ ORDER      -  SECOND
 JU3466
 JU3466.The horizontal coordinates were established by classical geodetic methods
 JU3466.and adjusted by the National Geodetic Survey in January 1992.
 JU3466
 JU3466.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU3466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU3466
 JU3466.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU3466.GEOID18 height accuracy estimate available here.
 JU3466
 JU3466.Click photographs - Photos may exist for this station.
 JU3466
 JU3466.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU3466
 JU3466. The following values were computed from the NAD 83(1991) position.
 JU3466
 JU3466;                    North         East     Units Scale Factor Converg.
 JU3466;SPC DE       -   128,437.466   171,309.528   MT  1.00000513   -0 12 34.5
 JU3466;SPC DE       -   421,381.92    562,038.01   sFT  1.00000513   -0 12 34.5
 JU3466;SPC MD       -   166,126.451   508,157.616   MT  0.99996182   +0 47 07.5
 JU3466;SPC MD       -   545,033.20  1,667,180.45   sFT  0.99996182   +0 47 07.5
 JU3466;UTM  18      - 4,334,416.112   435,320.260   MT  0.99965151   -0 28 21.8
 JU3466
 JU3466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU3466!SPC DE       -   1.00000213  x   1.00000513  =   1.00000726
 JU3466!SPC MD       -   1.00000213  x   0.99996182  =   0.99996395
 JU3466!UTM  18      -   1.00000213  x   0.99965151  =   0.99965364
 JU3466
 JU3466:                Primary Azimuth Mark                     Grid Az
 JU3466:SPC DE       -  SZELESTEI                                356 46 30.7
 JU3466:SPC MD       -  SZELESTEI                                355 46 48.7
 JU3466:UTM  18      -  SZELESTEI                                357 02 18.0
 JU3466
 JU3466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3532034416(NAD 83)
 JU3466
 JU3466|---------------------------------------------------------------------|
 JU3466| PID    Reference Object                     Distance      Geod. Az  |
 JU3466|                                                           dddmmss.s |
 JU3466| JU3470 MARYDEL RM 4                        APPROX. 1.6 KM 1772345.3 |
 JU3466| CB2376 WONDER RM 1                          27.148 METERS 18715     |
 JU3466| JU3467 BOUNDARY MONUMENT 48 DE MD           25.228 METERS 22708     |
 JU3466| CB2378 WONDER RM 3                          52.538 METERS 24739     |
 JU3466| CB2377 WONDER RM 2                          25.008 METERS 31347     |
 JU3466| JU3471 SZELESTEI                           APPROX. 1.6 KM 3563356.2 |
 JU3466|---------------------------------------------------------------------|
 JU3466
 JU3466                          SUPERSEDED SURVEY CONTROL
 JU3466
 JU3466  NAD 83(1986)-  39 09 23.56943(N)    075 44 54.96466(W) AD(       ) 2
 JU3466  NAD 27      -  39 09 23.17100(N)    075 44 56.20800(W) AD(       ) 2
 JU3466  NGVD 29 (07/19/86)   20.7    (m)           68.     (f) VERT ANG       
 JU3466
 JU3466.Superseded values are not recommended for survey control.
 JU3466
 JU3466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU3466.See file dsdata.pdf to determine how the superseded data were derived.
 JU3466
 JU3466_MARKER: DS = TRIANGULATION STATION DISK
 JU3466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU3466_STAMPING: WONDER 1961
 JU3466_MARK LOGO: CGS
 JU3466_PROJECTION: PROJECTING 8 CENTIMETERS
 JU3466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU3466+STABILITY: SURFACE MOTION
 JU3466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU3466+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2007
 JU3466
 JU3466  HISTORY     - Date     Condition        Report By
 JU3466  HISTORY     - 1961     MONUMENTED       CGS
 JU3466  HISTORY     - 20071012 GOOD             GEOCAC
 JU3466
 JU3466                          STATION DESCRIPTION
 JU3466
 JU3466'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (RWT)
 JU3466'THE STATION IS LOCATED IN A DENSE WOODS AND LOW SWAMP AREA,
 JU3466'PROPERTY OWNED BY MR. SZELESTEI, ABOUT 2.0 MILES SOUTHWEST
 JU3466'OF HARTLY, DELAWARE AND ABOUT 1.5 MILES NORTHEAST OF TEMPLEVILLE.
 JU3466'
 JU3466'TO REACH THE STATION FROM THE POST OFFICE IN TEMPLEVILLE,
 JU3466'MARYLAND.  GO EAST ABOUT 100 YARDS TO A SIDE ROAD LEFT.  TURN
 JU3466'LEFT AND GO NORTH-NORTHEAST ON A GRAVELED ROAD FOR 2.0 MILES
 JU3466'TO A TRIANGULAR BLAZED TREE ON THE RIGHT AT A PILE OF RUBBISH
 JU3466'AND NO DUMPING SIGN AND A DIM TRACK ROAD.  TURN RIGHT AND GO
 JU3466'SOUTH ON THE WOODS ROAD FOR 0.3 MILE TO A DIM CROSS ROAD AND
 JU3466'A TRIANGULAR BLAZED TREE ON THE RIGHT IN A REASONABLE OPEN
 JU3466'AREA IN THE WOODS.  TURN RIGHT AND GO EAST-NORTHEAST ON A
 JU3466'WOODS ROAD FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 JU3466'CONTINUE EAST ON THE WOODS ROAD FOR 0.15 MILE TO A FORK,
 JU3466'ABOUT 100.0 FEET BEFORE REACHING THE CORNER OF A CULTIVATED
 JU3466'FIELD AND AN OLD BRIDGE OVER A DITCH, THE BRIDGE IS IN
 JU3466'POOR CONDITION.  TURN SHARP LEFT AND GO
 JU3466'SOUTH-SOUTHWEST ON A TRACK WOODS ROAD FOR 0.3 MILE, KEEPING
 JU3466'THE MAIN TRAVELED ROAD TO A TRIANGULAR BLAZED TREE ON THE
 JU3466'LEFT.  TURN LEFT AND GO SOUTHEAST ON A VERY DIM TRACK
 JU3466'WOODS ROAD FOR 0.15 MILE TO A STANDARD METAL WITNESS POST
 JU3466'AND MARKER, THE BOUNDARY MONUMENT AND THE STATION.
 JU3466'
 JU3466'THE STATION MARK, A STANDARD DISK STAMPED WONDER 1961, IS SET
 JU3466'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 JU3466'3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 57.0 FEET
 JU3466'EAST OF A 24-INCH TRIANGULAR BLAZED OAK TREE, 19.2 FEET
 JU3466'NORTH-NORTHEAST OF A 8-INCH TRIANGULAR BLAZED OAK TREE AND 6.0
 JU3466'FEET WEST OF A STANDARD METAL WITNESS POST AND MARKER.
 JU3466'
 JU3466'REFERENCE MARK 1, A STANDARD DISK STAMPED WONDER NO 1 1961,
 JU3466'IS SET IN TOP OF A 10-SQUARE CONCRETE MONUMENT, PROJECTING
 JU3466'ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 89.0
 JU3466'FEET SOUTH OF A STANDARD METAL WITNESS POST AND MARKER AND
 JU3466'ABOUT STATION ELEVATION.
 JU3466'
 JU3466'REFERENCE MARK 2, A STANDARD DISK STAMPED WONDER NO 2 1961,
 JU3466'IS SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JU3466'PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 JU3466'IS 87.0 FEET WEST-NORTHWEST OF A STANDARD METAL WITNESS POST
 JU3466'AND MARKER, 24.0 FEET WEST OF A 24-INCH TRIANGULAR BLAZED OAK
 JU3466'TREE AND ABOUT STATION ELEVATION.
 JU3466'
 JU3466'REFERENCE MARK 3, A STANDARD DISK STAMPED WONDER NO 3 1961,
 JU3466'IS SET IN TOP OF A 10-SQUARE CONCRETE MONUMENT PROJECTING
 JU3466'ABOUT 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 47.0
 JU3466'FEET SOUTH OF WOODS ROAD AND 1.1 FEET NORTHEAST OF A STANDARD
 JU3466'METAL WITNESS POST AND MARKER.
 JU3466'
 JU3466'BOUNDARY MONUMENT NO. 48, A 12-INCH SQUARE CONCRETE MONUMENT
 JU3466'PROJECTING ABOUT 30 INCHES ABOVE THE SURFACE OF THE GROUND,
 JU3466'BADLY ERODED AT THE BOTTOM.  THE UPPER PART IS IN GOOD
 JU3466'CONDITION, BUT SLIGHTLY OUT OF PLUMB.  IT IS 87.7 FEET
 JU3466'SOUTHWEST OF A STANDARD METAL WITNESS POST AND MARKER, 79.0
 JU3466'FEET SOUTHWEST OF A 8-INCH TRIANGULAR BLAZED OAK TREE.
 JU3466'
 JU3466'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 JU3466
 JU3466                          STATION RECOVERY (2007)
 JU3466
 JU3466'RECOVERY NOTE BY GEOCACHING 2007 (WD)
 JU3466'FOUND THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3.
 JU3466'COULD NOT FIND REFERENCE MARK NO. 2 AFTER A 15-MINUTE SEARCH.  TO
 JU3466'REACH FROM THE INTERSECTION OF DELAWARE  STATE HIGHWAY 11 AND DELAWARE
 JU3466'STATE HIGHWAY 44 IN HARTLY, GO SOUTHWEST ON DELAWARE STATE
 JU3466'HIGHWAY 11 FOR ABOUT 1.5 MILES TO THE INTERSECTION WITH BUTTERPAT ROAD
 JU3466'(MAY BE LABELED AS BUTTERNUT ROAD ON SOME MAPS).  TURN RIGHT AND GO
 JU3466'NORTHWEST ON BUTTERPAT ROAD FOR ABOUT 1.0 MILES TO HOUSE NUMBER 757 ON
 JU3466'THE LEFT, AND A FARM ROAD LEADING WEST ON THE NORTH SIDE OF
 JU3466'THE PROPERTY.  TURN LEFT AND GO WEST-SOUTHWEST ON THE FARM ROAD, ALONG
 JU3466'THE NORTH SIDE OF A DITCH, FOR ABOUT 0.55 MILES TO A PIPE CROSSING ON
 JU3466'THE LEFT.  TURN LEFT, CROSS THE DITCH AND GO SOUTHWEST AND WEST ON A
 JU3466'DIM TRACK ROAD FOR ABOUT 0.14 MILES TO A CLEARING IN
 JU3466'THE WOODS, THE INTERSECTION OF SEVERAL TRACK ROADS, AND BOUNDARY
 JU3466'MONUMENT 48.  FROM THE STONE, PACK NORTHEAST FOR 83 FEET TO A METAL
 JU3466'WITNESS POST AND THE STATION.  THE PROPERTY OWNER LIVES AT THE LARGE
 JU3466'FARMSTEAD 0.9 MILES NORTH-NORTHEAST OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1895 ***********************************************************************
 JU1895  DESIGNATION -  X 14
 JU1895  PID         -  JU1895
 JU1895  STATE/COUNTY-  DE/NEW CASTLE
 JU1895  COUNTRY     -  US
 JU1895  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1895
 JU1895                         *CURRENT SURVEY CONTROL
 JU1895  ______________________________________________________________________
 JU1895* NAD 83(1986) POSITION- 39 40 29.0    (N) 075 35 53.6    (W)   HD_HELD2
 JU1895* NAVD 88 ORTHO HEIGHT -    23.460 (meters)       76.97  (feet) ADJUSTED
 JU1895  ______________________________________________________________________
 JU1895  GEOID HEIGHT    -        -33.047 (meters)                     GEOID18
 JU1895  DYNAMIC HEIGHT  -         23.449 (meters)       76.93  (feet) COMP
 JU1895  MODELED GRAVITY -    980,163.6   (mgal)                       NAVD 88
 JU1895
 JU1895  VERT ORDER      -  FIRST     CLASS II
 JU1895
 JU1895.The horizontal coordinates were established by autonomous hand held GPS
 JU1895.observations and have an estimated accuracy of +/- 10 meters.
 JU1895
 JU1895.The orthometric height was determined by differential leveling and
 JU1895.adjusted by the NATIONAL GEODETIC SURVEY
 JU1895.in June 1991.
 JU1895
 JU1895.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1895.GEOID18 height accuracy estimate available here.
 JU1895
 JU1895.Click photographs - Photos may exist for this station.
 JU1895
 JU1895.The dynamic height is computed by dividing the NAVD 88
 JU1895.geopotential number by the normal gravity value computed on the
 JU1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1895.degrees latitude (g = 980.6199 gals.).
 JU1895
 JU1895.The modeled gravity was interpolated from observed gravity values.
 JU1895
 JU1895;                    North         East    Units  Estimated Accuracy
 JU1895;SPC DE       -   185,930.      184,423.      MT  (+/- 10 meters HH2 GPS)
 JU1895
 JU1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4869491826(NAD 83)
 JU1895
 JU1895                          SUPERSEDED SURVEY CONTROL
 JU1895
 JU1895  NGVD 29 (01/10/92)   23.714  (m)           77.80   (f) ADJUSTED    1 2
 JU1895  NGVD 29 (??/??/87)   23.714  (m)           77.80   (f) SUPERSEDED  1 2
 JU1895
 JU1895.Superseded values are not recommended for survey control.
 JU1895
 JU1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1895.See file dsdata.pdf to determine how the superseded data were derived.
 JU1895
 JU1895_MARKER: DB = BENCH MARK DISK
 JU1895_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JU1895_SP_SET: STEP
 JU1895_STAMPING: X 14 1956
 JU1895_MARK LOGO: CGS
 JU1895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1895+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1895
 JU1895  HISTORY     - Date     Condition        Report By
 JU1895  HISTORY     - 1956     MONUMENTED       CGS
 JU1895  HISTORY     - 1974     GOOD             NGS
 JU1895  HISTORY     - 1976     GOOD             LOCENG
 JU1895  HISTORY     - 1979     GOOD             NGS
 JU1895  HISTORY     - 19910330 GOOD             USPSQD
 JU1895  HISTORY     - 19910717 GOOD             USPSQD
 JU1895  HISTORY     - 19970621 GOOD             USPSQD
 JU1895  HISTORY     - 20030809 GOOD             GEOCAC
 JU1895  HISTORY     - 20080729 GOOD             UE
 JU1895  HISTORY     - 20130711 GOOD             DELCOS
 JU1895
 JU1895                          STATION DESCRIPTION
 JU1895
 JU1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 JU1895'1 MI SW FROM WILMINGTON MANOR.
 JU1895'STATION IS AT THE NEW CASTLE COUNTY AIRPORT.  AT THE OPEN STEEL
 JU1895'STAIRWAY AT THE SOUTHWEST END OF THE AIRPORT ADMINISTRATION
 JU1895'BUILDING, ON THE NORTHEAST END OF THE TOP STEP OF THE CONCRETE
 JU1895'STEPS LEADING TO THE BASEMENT.  A STANDARD BM DISK CEMENTED INTO
 JU1895'A DRILL HOLE IN THE CONCRETE.
 JU1895
 JU1895                          STATION RECOVERY (1974)
 JU1895
 JU1895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JU1895'RECOVERED IN GOOD CONDITION.
 JU1895
 JU1895                          STATION RECOVERY (1976)
 JU1895
 JU1895'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 JU1895'RECOVERED IN GOOD CONDITION.
 JU1895
 JU1895                          STATION RECOVERY (1979)
 JU1895
 JU1895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1895'RECOVERED IN GOOD CONDITION.
 JU1895
 JU1895                          STATION RECOVERY (1991)
 JU1895
 JU1895'RECOVERY NOTE BY US POWER SQUADRON 1991 (AC)
 JU1895'RECOVERED IN GOOD CONDITION.
 JU1895
 JU1895                          STATION RECOVERY (1991)
 JU1895
 JU1895'RECOVERY NOTE BY US POWER SQUADRON 1991 (CSU)
 JU1895'RECOVERED IN GOOD CONDITION.
 JU1895
 JU1895                          STATION RECOVERY (1997)
 JU1895
 JU1895'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU1895'RECOVERED IN GOOD CONDITION.
 JU1895
 JU1895                          STATION RECOVERY (2003)
 JU1895
 JU1895'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 JU1895'RECOVERED IN GOOD CONDITION.
 JU1895
 JU1895                          STATION RECOVERY (2008)
 JU1895
 JU1895'RECOVERY NOTE BY URBAN ENGINEERS INC 2008 (WBF)
 JU1895'RECOVERED IN GOOD CONDITION.
 JU1895
 JU1895                          STATION RECOVERY (2013)
 JU1895
 JU1895'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1895'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0038 ***********************************************************************
 HU0038  DESIGNATION -  X 2
 HU0038  PID         -  HU0038
 HU0038  STATE/COUNTY-  DE/SUSSEX
 HU0038  COUNTRY     -  US
 HU0038  USGS QUAD   -  MILFORD (2016)
 HU0038
 HU0038                         *CURRENT SURVEY CONTROL
 HU0038  ______________________________________________________________________
 HU0038* NAD 83(1986) POSITION- 38 54 38.     (N) 075 25 56.     (W)   SCALED
 HU0038* NAVD 88 ORTHO HEIGHT -     5.907 (meters)       19.38  (feet) ADJUSTED
 HU0038  ______________________________________________________________________
 HU0038  GEOID HEIGHT    -        -35.290 (meters)                     GEOID18
 HU0038  DYNAMIC HEIGHT  -          5.903 (meters)       19.37  (feet) COMP
 HU0038  MODELED GRAVITY -    980,042.2   (mgal)                       NAVD 88
 HU0038
 HU0038  VERT ORDER      -  FIRST     CLASS I
 HU0038
 HU0038.The horizontal coordinates were scaled from a map and have
 HU0038.an estimated accuracy of +/- 6 seconds.
 HU0038
 HU0038.The orthometric height was determined by differential leveling and
 HU0038.adjusted by the NATIONAL GEODETIC SURVEY
 HU0038.in June 1991.
 HU0038
 HU0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0038.GEOID18 height accuracy estimate available here.
 HU0038
 HU0038.Click photographs - Photos may exist for this station.
 HU0038
 HU0038.The dynamic height is computed by dividing the NAVD 88
 HU0038.geopotential number by the normal gravity value computed on the
 HU0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0038.degrees latitude (g = 980.6199 gals.).
 HU0038
 HU0038.The modeled gravity was interpolated from observed gravity values.
 HU0038
 HU0038;                    North         East    Units  Estimated Accuracy
 HU0038;SPC DE       -   101,080.      198,650.      MT  (+/- 180 meters Scaled)
 HU0038
 HU0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ625069(NAD 83)
 HU0038
 HU0038                          SUPERSEDED SURVEY CONTROL
 HU0038
 HU0038  NGVD 29 (11/26/84)    6.152  (m)           20.18   (f) ADJUSTED    1 1
 HU0038
 HU0038.Superseded values are not recommended for survey control.
 HU0038
 HU0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0038.See file dsdata.pdf to determine how the superseded data were derived.
 HU0038
 HU0038_MARKER: DB = BENCH MARK DISK
 HU0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0038_SP_SET: BUILDING
 HU0038_STAMPING: X 2 1931 20.682
 HU0038_MARK LOGO: CGS
 HU0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0038+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2021
 HU0038
 HU0038  HISTORY     - Date     Condition        Report By
 HU0038  HISTORY     - 1931     MONUMENTED       CGS
 HU0038  HISTORY     - 1963     GOOD             CGS
 HU0038  HISTORY     - 1981     GOOD             UDE
 HU0038  HISTORY     - 1989     GOOD             USPSQD
 HU0038  HISTORY     - 19901101 GOOD             NGS
 HU0038  HISTORY     - 20060523 GOOD             USPSQD
 HU0038  HISTORY     - 20100417 GOOD             BECMOR
 HU0038  HISTORY     - 20120210 GOOD             DELCOS
 HU0038  HISTORY     - 20210307 GOOD             USPSQD
 HU0038
 HU0038                          STATION DESCRIPTION
 HU0038
 HU0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0038'AT MILFORD.
 HU0038'AT MILFORD, ALONG THE PENNSYLVANIA RAILROAD, AT THE STATION, SET
 HU0038'VERTICALLY IN THE WEST BRICK FACE, 12 FEET SOUTH OF NORTHWEST CORNER
 HU0038'OF THE BUILDING, 12 FEET EAST OF EAST RAIL OF MAIN TRACK, AND 5 FEET
 HU0038'ABOVE THE STATION PLATFORM.
 HU0038
 HU0038                          STATION RECOVERY (1981)
 HU0038
 HU0038'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0038'RECOVERED IN GOOD CONDITION.
 HU0038
 HU0038                          STATION RECOVERY (1989)
 HU0038
 HU0038'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRA)
 HU0038'RECOVERED IN GOOD CONDITION.
 HU0038
 HU0038                          STATION RECOVERY (1990)
 HU0038
 HU0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0038'IN MILFORD, AT 100 LAKEVIEW AVENUE, SET VERTICALLY IN THE SOUTHWEST
 HU0038'FACE OF THE EARL COVERDALE INSURANCE AGENCY BUILDING (OLD RAILROAD
 HU0038'STATION) AT 100 LAKEVIEW AVENUE, 11.8 M (38.7 FT) NORTHWEST OF THE
 HU0038'EAST CORNER OF THE BUILDING, 3.8 M (12.5 FT) NORTH OF THE NEAR RAIL
 HU0038'OF THE CONRAIL RAILROAD, 3.5 M (11.5 FT) SOUTHEAST OF THE WEST CORNER
 HU0038'OF THE BUILDING, AND 3.5 M (11.5 FT) ABOVE THE GROUND SURFACE.
 HU0038
 HU0038                          STATION RECOVERY (2006)
 HU0038
 HU0038'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 HU0038'THERE IS A FINANCIAL SERVICES BUSINESS IN THE RAILROAD STATION.
 HU0038
 HU0038                          STATION RECOVERY (2010)
 HU0038
 HU0038'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 HU0038'RECOVERED IN GOOD CONDITION.
 HU0038
 HU0038                          STATION RECOVERY (2012)
 HU0038
 HU0038'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0038'RECOVERED IN GOOD CONDITION.
 HU0038
 HU0038                          STATION RECOVERY (2021)
 HU0038
 HU0038'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 HU0038'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1778 ***********************************************************************
 JU1778  HT_MOD      -  This is a Height Modernization Survey Station.
 JU1778  DESIGNATION -  X 21
 JU1778  PID         -  JU1778
 JU1778  STATE/COUNTY-  DE/NEW CASTLE
 JU1778  COUNTRY     -  US
 JU1778  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1778
 JU1778                         *CURRENT SURVEY CONTROL
 JU1778  ______________________________________________________________________
 JU1778* NAD 83(2011) POSITION- 39 43 05.21477(N) 075 31 57.93616(W)   ADJUSTED
 JU1778* NAD 83(2011) ELLIP HT-   -30.628 (meters)        (12/20/17)   ADJUSTED
 JU1778* NAD 83(2011) EPOCH   -  2010.00
 JU1778* NAVD 88 ORTHO HEIGHT -     2.39  (meters)        7.8   (feet) GPS OBS
 JU1778  ______________________________________________________________________
 JU1778  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 JU1778  GEOID HEIGHT    -        -33.005 (meters)                     GEOID12B
 JU1778  GEOID HEIGHT    -        -33.005 (meters)                     GEOID18
 JU1778  NAD 83(2011) X  -  1,227,332.942 (meters)                     COMP
 JU1778  NAD 83(2011) Y  - -4,756,963.155 (meters)                     COMP
 JU1778  NAD 83(2011) Z  -  4,053,940.789 (meters)                     COMP
 JU1778  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 JU1778
 JU1778  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU1778  Standards:
 JU1778         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU1778            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU1778  -------------------------------------------------------------------
 JU1778  NETWORK    0.85   1.04           0.38   0.31   0.53     -0.15238312
 JU1778  -------------------------------------------------------------------
 JU1778  Click here for local accuracies and other accuracy information.
 JU1778
 JU1778.The horizontal coordinates were established by GPS observations
 JU1778.and adjusted by the MASER CONSULTING in December 2017.
 JU1778
 JU1778.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU1778.been affixed to the stable North American tectonic plate. See 
 JU1778.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU1778
 JU1778.The horizontal coordinates are valid at the epoch date displayed above
 JU1778.which is a decimal equivalence of Year/Month/Day.
 JU1778
 JU1778.The orthometric height was determined by GPS observations and a
 JU1778.high-resolution geoid model using precise GPS observation and
 JU1778.processing techniques.
 JU1778
 JU1778.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1778.GEOID18 height accuracy estimate available here.
 JU1778
 JU1778.Click photographs - Photos may exist for this station.
 JU1778
 JU1778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1778
 JU1778.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1778
 JU1778.The ellipsoidal height was determined by GPS observations
 JU1778.and is referenced to NAD 83.
 JU1778
 JU1778. The following values were computed from the NAD 83(2011) position.
 JU1778
 JU1778;                    North         East     Units Scale Factor Converg.
 JU1778;SPC DE       -   190,738.291   190,045.743   MT  0.99999622   -0 04 27.1
 JU1778;SPC DE       -   625,780.54    623,508.41   sFT  0.99999622   -0 04 27.1
 JU1778;UTM  18      - 4,396,607.189   454,337.198   MT  0.99962567   -0 20 25.6
 JU1778
 JU1778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1778!SPC DE       -   1.00000481  x   0.99999622  =   1.00000103
 JU1778!UTM  18      -   1.00000481  x   0.99962567  =   0.99963047
 JU1778
 JU1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5433796607(NAD 83)
 JU1778
 JU1778                          SUPERSEDED SURVEY CONTROL
 JU1778
 JU1778  NAVD 88 (06/15/91)    2.411  (m)            7.91   (f) ADJUSTED    1 1
 JU1778  NGVD 29 (11/26/84)    2.681  (m)            8.80   (f) ADJUSTED    1 1
 JU1778
 JU1778.Superseded values are not recommended for survey control.
 JU1778
 JU1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1778.See file dsdata.pdf to determine how the superseded data were derived.
 JU1778
 JU1778_MARKER: DB = BENCH MARK DISK
 JU1778_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JU1778_SP_SET: IRON GRILLE
 JU1778_STAMPING: X 21 1959
 JU1778_MARK LOGO: CGS
 JU1778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JU1778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1778+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2014
 JU1778
 JU1778  HISTORY     - Date     Condition        Report By
 JU1778  HISTORY     - 1959     MONUMENTED       CGS
 JU1778  HISTORY     - 1963     GOOD             CGS
 JU1778  HISTORY     - 1975     GOOD             LOCENG
 JU1778  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1778  HISTORY     - 19910425 MARK NOT FOUND   USGS
 JU1778  HISTORY     - 20110518 GOOD             INDIV
 JU1778  HISTORY     - 20130711 GOOD             DELCOS
 JU1778  HISTORY     - 20140312 GOOD             LOCSUR
 JU1778
 JU1778                          STATION DESCRIPTION
 JU1778
 JU1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1778'AT WILMINGTON.
 JU1778'AT WILMINGTON, ABOUT 1.45 MILES SOUTH ALONG CHRISTIANA AVENUE
 JU1778'FROM THE UNDERPASS UNDER THE PENNSYLVANIA RAILROAD, ABOUT 0.6
 JU1778'MILE WEST AND NORTH ALONG BLACK TOP STREET AND AVENUE FROM THE
 JU1778'DOCK OFFICE BUILDING AT THE WILMINGTON MARINE WHARF, SET ON TOP
 JU1778'OF THE NORTHWEST CORNER OF AN IRON GRILLE COVERED 20-FOOT BY
 JU1778'6-FOOT MANHOLE FOR A TRIPLE PIPE CULVERT UNDER THE AVENUE, 29.5
 JU1778'FEET EAST OF CENTER LINE OF AVENUE, 10 FEET SOUTH OF POWER POLE
 JU1778'1416 H 1, 9.5 FEET WEST OF A WOODEN SLAT FENCE, 166 FEET NORTH
 JU1778'OF CENTER OF CROSSING OF NORTH TRACK OF SEVERAL TRACKS, AND 2
 JU1778'FEET ABOVE LEVEL OF AVENUE.
 JU1778
 JU1778                          STATION RECOVERY (1975)
 JU1778
 JU1778'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JU1778'RECOVERED IN GOOD CONDITION.
 JU1778
 JU1778                          STATION RECOVERY (1981)
 JU1778
 JU1778'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1778'MARK NOT FOUND.
 JU1778
 JU1778                          STATION RECOVERY (1991)
 JU1778
 JU1778'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1778'MARK NOT FOUND.
 JU1778
 JU1778                          STATION RECOVERY (2011)
 JU1778
 JU1778'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 JU1778'RECOVERED IN GOOD CONDITION.
 JU1778
 JU1778                          STATION RECOVERY (2013)
 JU1778
 JU1778'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1778'LOCATED NEAR POLE NUMBER 49053/42381.
 JU1778
 JU1778                          STATION RECOVERY (2014)
 JU1778
 JU1778'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2014 (FL)
 JU1778'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4232 ***********************************************************************
 JU4232  DESIGNATION -  X 22 RESET
 JU4232  PID         -  JU4232
 JU4232  STATE/COUNTY-  DE/NEW CASTLE
 JU4232  COUNTRY     -  US
 JU4232  USGS QUAD   -  NEWARK EAST (2016)
 JU4232
 JU4232                         *CURRENT SURVEY CONTROL
 JU4232  ______________________________________________________________________
 JU4232* NAD 83(1986) POSITION- 39 38 50.0    (N) 075 42 29.7    (W)   HD_HELD2
 JU4232* NAVD 88 ORTHO HEIGHT -    20.64  (meters)       67.7   (feet) RESET
 JU4232  ______________________________________________________________________
 JU4232  GEOID HEIGHT    -        -33.029 (meters)                     GEOID18
 JU4232  VERT ORDER      -  THIRD
 JU4232
 JU4232.The horizontal coordinates were established by autonomous hand held GPS
 JU4232.observations and have an estimated accuracy of +/- 10 meters.
 JU4232
 JU4232.The orthometric height was computed from unverified reset data.
 JU4232
 JU4232.No vertical observational check was made to the station.
 JU4232
 JU4232.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4232.GEOID18 height accuracy estimate available here.
 JU4232
 JU4232.Click photographs - Photos may exist for this station.
 JU4232
 JU4232;                    North         East    Units  Estimated Accuracy
 JU4232;SPC DE       -   182,901.      174,973.      MT  (+/- 10 meters HH2 GPS)
 JU4232
 JU4232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3923388843(NAD 83)
 JU4232
 JU4232                          SUPERSEDED SURVEY CONTROL
 JU4232
 JU4232  NGVD 29 (05/17/01)   20.99   (m)           68.9    (f) RESET       3  
 JU4232
 JU4232.Superseded values are not recommended for survey control.
 JU4232
 JU4232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4232.See file dsdata.pdf to determine how the superseded data were derived.
 JU4232
 JU4232_MARKER: DV = VERTICAL CONTROL DISK
 JU4232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4232_STAMPING: X 22 RESET 1991
 JU4232_MARK LOGO: NGS
 JU4232_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4232+STABILITY: SURFACE MOTION
 JU4232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4232+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU4232
 JU4232  HISTORY     - Date     Condition        Report By
 JU4232  HISTORY     - 1991     MONUMENTED       DEDHT
 JU4232  HISTORY     - 20130711 GOOD             DELCOS
 JU4232
 JU4232                          STATION DESCRIPTION
 JU4232
 JU4232'DESCRIBED BY DE DEPT OF HIGHWAYS 1991
 JU4232'2.95 MILES SOUTHWEST ALONG OLD BALTIMORE PIKE FROM THE JUNCTION OF
 JU4232'STATE HIGHWAYS 7 AND OLD BALTIMORE PIKE IN CHRISTIANA, 1.55 MILES
 JU4232'NORTHEAST OF THE JUNCTION OF COOCHS BRIDGE ROAD LEADING NORTHWEST,
 JU4232'0.3 MILE WEST OF THE T-JUNCTION OF SALEM CHURCH ROAD SOUTH, 0.1 MILE
 JU4232'EAST OF CONCRETE BRIDGE UNDER OLD BALTIMORE PIKE, 31 FEET SOUTH OF
 JU4232'DELAWARE POWER AND LIGHT POLE 37, 16 FFET EAST OF A DRIVE LEADING
 JU4232'SOUTH TO A SMALL DWELLING, 33.5 FEET WEST OF HANNA DRIVE EDGE OF ROAD
 JU4232'LEADING TO PIERMONT WOODS, 1 FOOT NORTH OF A REFERENCE POST.
 JU4232
 JU4232                          STATION RECOVERY (2013)
 JU4232
 JU4232'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4232'6 FT SOUTH OF TRAFFIC LIGHT SUPPORT POLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0145 ***********************************************************************
 HU0145  DESIGNATION -  X 28
 HU0145  PID         -  HU0145
 HU0145  STATE/COUNTY-  DE/SUSSEX
 HU0145  COUNTRY     -  US
 HU0145  USGS QUAD   -  FRANKFORD (2016)
 HU0145
 HU0145                         *CURRENT SURVEY CONTROL
 HU0145  ______________________________________________________________________
 HU0145* NAD 83(1986) POSITION- 38 33 14.     (N) 075 10 55.     (W)   SCALED
 HU0145* NAVD 88 ORTHO HEIGHT -     4.057 (meters)       13.31  (feet) ADJUSTED
 HU0145  ______________________________________________________________________
 HU0145  GEOID HEIGHT    -        -35.775 (meters)                     GEOID18
 HU0145  DYNAMIC HEIGHT  -          4.054 (meters)       13.30  (feet) COMP
 HU0145  MODELED GRAVITY -    980,023.8   (mgal)                       NAVD 88
 HU0145
 HU0145  VERT ORDER      -  SECOND    CLASS 0
 HU0145
 HU0145.The horizontal coordinates were scaled from a map and have
 HU0145.an estimated accuracy of +/- 6 seconds.
 HU0145
 HU0145.The orthometric height was determined by differential leveling and
 HU0145.adjusted by the NATIONAL GEODETIC SURVEY
 HU0145.in June 1991.
 HU0145
 HU0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0145.GEOID18 height accuracy estimate available here.
 HU0145
 HU0145.Click photographs - Photos may exist for this station.
 HU0145
 HU0145.The dynamic height is computed by dividing the NAVD 88
 HU0145.geopotential number by the normal gravity value computed on the
 HU0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0145.degrees latitude (g = 980.6199 gals.).
 HU0145
 HU0145.The modeled gravity was interpolated from observed gravity values.
 HU0145
 HU0145;                    North         East    Units  Estimated Accuracy
 HU0145;SPC DE       -    61,510.      220,460.      MT  (+/- 180 meters Scaled)
 HU0145
 HU0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH841672(NAD 83)
 HU0145
 HU0145                          SUPERSEDED SURVEY CONTROL
 HU0145
 HU0145  NGVD 29 (11/26/84)    4.296  (m)           14.09   (f) ADJUSTED    2 0
 HU0145
 HU0145.Superseded values are not recommended for survey control.
 HU0145
 HU0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0145.See file dsdata.pdf to determine how the superseded data were derived.
 HU0145
 HU0145_MARKER: DB = BENCH MARK DISK
 HU0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0145_STAMPING: X 28 1962
 HU0145_MARK LOGO: CGS
 HU0145_PROJECTION: FLUSH
 HU0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0145+STABILITY: SURFACE MOTION
 HU0145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0145+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1990
 HU0145
 HU0145  HISTORY     - Date     Condition        Report By
 HU0145  HISTORY     - 1962     MONUMENTED       CGS
 HU0145  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0145  HISTORY     - 19901030 GOOD             NGS
 HU0145  HISTORY     - 20120210 MARK NOT FOUND   DELCOS
 HU0145
 HU0145                          STATION DESCRIPTION
 HU0145
 HU0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0145'3.6 MI E FROM DAGSBORO.
 HU0145'3.55 MILES EAST ON STATE HIGHWAY 26 FROM THE POST OFFICE IN
 HU0145'DAGSBORO.  47 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 26, 47 FEET
 HU0145'WEST OF THE CENTER LINE OF BLACKTOPPED ROAD, 36 FEET SOUTHEAST OF
 HU0145'A FENCE CORNER, 29.4 FEET NORTHWEST OF A FENCE CORNER, 2 FEET
 HU0145'SOUTHEAST OF A WOODEN WITNESS POST AND ABOUT LEVEL WITH THE
 HU0145'HIGHWAY.  SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 HU0145
 HU0145                          STATION RECOVERY (1981)
 HU0145
 HU0145'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0145'MARK NOT FOUND.
 HU0145
 HU0145                          STATION RECOVERY (1990)
 HU0145
 HU0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0145'4.9 KM (3.0 MI) WESTERLY ALONG STATE HIGHWAY 26 FROM THE JUNCTION OF
 HU0145'STATE HIGHWAY 17 IN MILLVILLE, 15.6 M (51.2 FT) SOUTH OF AND LEVEL
 HU0145'WITH THE HIGHWAY CENTERLINE, 13.8 M (45.3 FT) WEST OF THE CENTER OF A
 HU0145'PAVED ROAD LEADING SOUTH, 13.2 M (43.3 FT) NORTH-NORTHWEST OF UTILITY
 HU0145'POLE NUMBER 58831 99951 WITH ONE GUY WIRE, 9.5 M (31.2 FT)
 HU0145'NORTH-NORTHWEST OF A GUY WIRE ANCHOR, 8.7 M (28.5 FT) SOUTHEAST OF
 HU0145'UTILITY POLE NUMBER 58828 99955, 0.2 M (0.7 FT) NORTH OF A WITNESS
 HU0145'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 HU0145
 HU0145                          STATION RECOVERY (2012)
 HU0145
 HU0145'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0145'BELIEVED TO HAVE BEEN DESTROYED BY FARMING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0204 ***********************************************************************
 HU0204  DESIGNATION -  X 29
 HU0204  PID         -  HU0204
 HU0204  STATE/COUNTY-  DE/SUSSEX
 HU0204  COUNTRY     -  US
 HU0204  USGS QUAD   -  MILTON (2016)
 HU0204
 HU0204                         *CURRENT SURVEY CONTROL
 HU0204  ______________________________________________________________________
 HU0204* NAD 83(1986) POSITION- 38 47 28.     (N) 075 15 05.     (W)   SCALED
 HU0204* NAVD 88 ORTHO HEIGHT -     2.412 (meters)        7.91  (feet) ADJUSTED
 HU0204  ______________________________________________________________________
 HU0204  GEOID HEIGHT    -        -35.588 (meters)                     GEOID18
 HU0204  DYNAMIC HEIGHT  -          2.411 (meters)        7.91  (feet) COMP
 HU0204  MODELED GRAVITY -    980,036.5   (mgal)                       NAVD 88
 HU0204
 HU0204  VERT ORDER      -  SECOND    CLASS 0
 HU0204
 HU0204.The horizontal coordinates were scaled from a map and have
 HU0204.an estimated accuracy of +/- 6 seconds.
 HU0204
 HU0204.The orthometric height was determined by differential leveling and
 HU0204.adjusted by the NATIONAL GEODETIC SURVEY
 HU0204.in June 1991.
 HU0204
 HU0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0204.GEOID18 height accuracy estimate available here.
 HU0204
 HU0204.Click photographs - Photos may exist for this station.
 HU0204
 HU0204.The dynamic height is computed by dividing the NAVD 88
 HU0204.geopotential number by the normal gravity value computed on the
 HU0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0204.degrees latitude (g = 980.6199 gals.).
 HU0204
 HU0204.The modeled gravity was interpolated from observed gravity values.
 HU0204
 HU0204;                    North         East    Units  Estimated Accuracy
 HU0204;SPC DE       -    87,830.      214,360.      MT  (+/- 180 meters Scaled)
 HU0204
 HU0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH781936(NAD 83)
 HU0204
 HU0204                          SUPERSEDED SURVEY CONTROL
 HU0204
 HU0204  NGVD 29 (11/26/84)    2.650  (m)            8.69   (f) ADJUSTED    2 0
 HU0204
 HU0204.Superseded values are not recommended for survey control.
 HU0204
 HU0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0204.See file dsdata.pdf to determine how the superseded data were derived.
 HU0204
 HU0204_MARKER: DB = BENCH MARK DISK
 HU0204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0204_SP_SET: BRIDGE
 HU0204_STAMPING: X 29 1962
 HU0204_MARK LOGO: CGS
 HU0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0204
 HU0204  HISTORY     - Date     Condition        Report By
 HU0204  HISTORY     - 1962     MONUMENTED       CGS
 HU0204  HISTORY     - 1981     GOOD             UDE
 HU0204  HISTORY     - 1987     GOOD             USPSQD
 HU0204  HISTORY     - 20040828 MARK NOT FOUND   USPSQD
 HU0204  HISTORY     - 20120210 MARK NOT FOUND   DELCOS
 HU0204  HISTORY     - 20190305 POOR             INDIV
 HU0204
 HU0204                          STATION DESCRIPTION
 HU0204
 HU0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0204'4.2 MI NW FROM NASSAU.
 HU0204'4.25 MILES NORTHWEST ON STATE HIGHWAY 14 FROM THE CROSSING OF THE
 HU0204'PENNSYLVANIA RAILROAD AT NASSAU.  14 FEET NORTHEAST OF THE CENTER
 HU0204'LINE OF HIGHWAY AND ABOUT 1 FOOT ABOVE THE LEVEL OF HIGHWAY.  SET
 HU0204'IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE NORTHEAST
 HU0204'BANNISTER, AT THE NORTHWEST END OF DRAW-BRIDGE OVER BROADKILL
 HU0204'RIVER.
 HU0204
 HU0204                          STATION RECOVERY (1981)
 HU0204
 HU0204'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0204'NOTE--BRIDGE IS NO LONGER THERE NOW, ONLY ABUTMENTS ARE LEFT.
 HU0204
 HU0204                          STATION RECOVERY (1987)
 HU0204
 HU0204'RECOVERY NOTE BY US POWER SQUADRON 1987 (DAP)
 HU0204'RECOVERED IN GOOD CONDITION.
 HU0204
 HU0204                          STATION RECOVERY (2004)
 HU0204
 HU0204'RECOVERY NOTE BY US POWER SQUADRON 2004 (BH)
 HU0204'THE DISK IS MISSING BUT THE SHAFT REMAINS AND THE SETTING IS STABLE.
 HU0204
 HU0204                          STATION RECOVERY (2012)
 HU0204
 HU0204'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0204'BELIEVED TO HAVE BEEN DESTROYED BY FARMING.
 HU0204
 HU0204                          STATION RECOVERY (2019)
 HU0204
 HU0204'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (WRA)
 HU0204'EVIDENCE OF MARK IS STILL THERE.  DISK IS MISSING, HOWEVER SHAFT IS IN
 HU0204'AND STABLE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0193 ***********************************************************************
 HU0193  DESIGNATION -  X 30
 HU0193  PID         -  HU0193
 HU0193  STATE/COUNTY-  DE/SUSSEX
 HU0193  COUNTRY     -  US
 HU0193  USGS QUAD   -  MILTON (2016)
 HU0193
 HU0193                         *CURRENT SURVEY CONTROL
 HU0193  ______________________________________________________________________
 HU0193* NAD 83(1986) POSITION- 38 49 32.     (N) 075 18 25.     (W)   SCALED
 HU0193* NAVD 88 ORTHO HEIGHT -     2.121 (meters)        6.96  (feet) ADJUSTED
 HU0193  ______________________________________________________________________
 HU0193  GEOID HEIGHT    -        -35.518 (meters)                     GEOID18
 HU0193  DYNAMIC HEIGHT  -          2.119 (meters)        6.95  (feet) COMP
 HU0193  MODELED GRAVITY -    980,037.8   (mgal)                       NAVD 88
 HU0193
 HU0193  VERT ORDER      -  SECOND    CLASS 0
 HU0193
 HU0193.The horizontal coordinates were scaled from a map and have
 HU0193.an estimated accuracy of +/- 6 seconds.
 HU0193
 HU0193.The orthometric height was determined by differential leveling and
 HU0193.adjusted by the NATIONAL GEODETIC SURVEY
 HU0193.in June 1991.
 HU0193
 HU0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0193.GEOID18 height accuracy estimate available here.
 HU0193
 HU0193.Click photographs - Photos may exist for this station.
 HU0193
 HU0193.The dynamic height is computed by dividing the NAVD 88
 HU0193.geopotential number by the normal gravity value computed on the
 HU0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0193.degrees latitude (g = 980.6199 gals.).
 HU0193
 HU0193.The modeled gravity was interpolated from observed gravity values.
 HU0193
 HU0193;                    North         East    Units  Estimated Accuracy
 HU0193;SPC DE       -    91,650.      209,530.      MT  (+/- 180 meters Scaled)
 HU0193
 HU0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH733974(NAD 83)
 HU0193
 HU0193                          SUPERSEDED SURVEY CONTROL
 HU0193
 HU0193  NGVD 29 (11/26/84)    2.360  (m)            7.74   (f) ADJUSTED    2 0
 HU0193
 HU0193.Superseded values are not recommended for survey control.
 HU0193
 HU0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0193.See file dsdata.pdf to determine how the superseded data were derived.
 HU0193
 HU0193_MARKER: DB = BENCH MARK DISK
 HU0193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0193_SP_SET: BRIDGE
 HU0193_STAMPING: X 30 1962
 HU0193_MARK LOGO: CGS
 HU0193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0193
 HU0193  HISTORY     - Date     Condition        Report By
 HU0193  HISTORY     - 1962     MONUMENTED       CGS
 HU0193  HISTORY     - 1981     GOOD             UDE
 HU0193  HISTORY     - 20060510 MARK NOT FOUND   GEOMET
 HU0193
 HU0193                          STATION DESCRIPTION
 HU0193
 HU0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0193'3.8 MI SE FROM ARGO CORNERS.
 HU0193'3.75 MILES SOUTHEAST ON STATE HIGHWAY 14 FROM THE CROSSROADS AT
 HU0193'ARGO CORNERS.  24 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY 14
 HU0193'AND ABOUT LEVEL WITH THE HIGHWAY.  SET IN A DRILL HOLE IN THE
 HU0193'SOUTHWEST CONCRETE ABUTMENT AT THE NORTHWEST END OF BRIDGE OVER
 HU0193'WAPLES POND.
 HU0193
 HU0193                          STATION RECOVERY (1981)
 HU0193
 HU0193'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0193'NOTE--IT IS NOW IN THE CENTER OF THE DUAL HWY.
 HU0193
 HU0193                          STATION RECOVERY (2006)
 HU0193
 HU0193'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2006 (CCG)
 HU0193'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0749 ***********************************************************************
 HU0749  DESIGNATION -  X 33
 HU0749  PID         -  HU0749
 HU0749  STATE/COUNTY-  DE/SUSSEX
 HU0749  COUNTRY     -  US
 HU0749  USGS QUAD   -  GREENWOOD (2016)
 HU0749
 HU0749                         *CURRENT SURVEY CONTROL
 HU0749  ______________________________________________________________________
 HU0749* NAD 83(1986) POSITION- 38 47 07.     (N) 075 35 49.     (W)   SCALED
 HU0749* NAVD 88 ORTHO HEIGHT -    13.140 (meters)       43.11  (feet) ADJUSTED
 HU0749  ______________________________________________________________________
 HU0749  GEOID HEIGHT    -        -35.402 (meters)                     GEOID18
 HU0749  DYNAMIC HEIGHT  -         13.132 (meters)       43.08  (feet) COMP
 HU0749  MODELED GRAVITY -    980,029.0   (mgal)                       NAVD 88
 HU0749
 HU0749  VERT ORDER      -  FIRST     CLASS I
 HU0749
 HU0749.The horizontal coordinates were scaled from a map and have
 HU0749.an estimated accuracy of +/- 6 seconds.
 HU0749
 HU0749.The orthometric height was determined by differential leveling and
 HU0749.adjusted by the NATIONAL GEODETIC SURVEY
 HU0749.in June 1991.
 HU0749
 HU0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0749.GEOID18 height accuracy estimate available here.
 HU0749
 HU0749.Click photographs - Photos may exist for this station.
 HU0749
 HU0749.The dynamic height is computed by dividing the NAVD 88
 HU0749.geopotential number by the normal gravity value computed on the
 HU0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0749.degrees latitude (g = 980.6199 gals.).
 HU0749
 HU0749.The modeled gravity was interpolated from observed gravity values.
 HU0749
 HU0749;                    North         East    Units  Estimated Accuracy
 HU0749;SPC DE       -    87,180.      184,340.      MT  (+/- 180 meters Scaled)
 HU0749
 HU0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH481931(NAD 83)
 HU0749
 HU0749                          SUPERSEDED SURVEY CONTROL
 HU0749
 HU0749  NGVD 29 (11/26/84)   13.387  (m)           43.92   (f) ADJUSTED    1 1
 HU0749
 HU0749.Superseded values are not recommended for survey control.
 HU0749
 HU0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0749.See file dsdata.pdf to determine how the superseded data were derived.
 HU0749
 HU0749_MARKER: DB = BENCH MARK DISK
 HU0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0749_STAMPING: X 33 1963
 HU0749_MARK LOGO: CGS
 HU0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0749+STABILITY: SURFACE MOTION
 HU0749
 HU0749  HISTORY     - Date     Condition        Report By
 HU0749  HISTORY     - 1963     MONUMENTED       CGS
 HU0749  HISTORY     - 1981     GOOD             UDE
 HU0749  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0749
 HU0749                          STATION DESCRIPTION
 HU0749
 HU0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0749'1.5 MI S FROM GREENWOOD.
 HU0749'1.5 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0749'AT GREENWOOD, ABOUT 0.25 MILE SOUTH OF A BLACK TOP ROAD CROSSING,
 HU0749'AT MILEPOST 74, 76 FEET NORTH-NORTHWEST OF MILEPOST, 30 FEET WEST
 HU0749'OF WEST RAIL, 3 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET NORTH OF
 HU0749'A STEEL WITNESS POST, 2 FEET BELOW LEVEL OF TRACK, AND SET IN THE
 HU0749'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HU0749
 HU0749                          STATION RECOVERY (1981)
 HU0749
 HU0749'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0749'RECOVERED IN GOOD CONDITION.
 HU0749
 HU0749                          STATION RECOVERY (2013)
 HU0749
 HU0749'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0749'MARK LOCATED IN PROXIMITY TO MANY PINE TREES, INADEQUATE DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1092 ***********************************************************************
 JU1092  DESIGNATION -  X 34
 JU1092  PID         -  JU1092
 JU1092  STATE/COUNTY-  DE/KENT
 JU1092  COUNTRY     -  US
 JU1092  USGS QUAD   -  DOVER (2016)
 JU1092
 JU1092                         *CURRENT SURVEY CONTROL
 JU1092  ______________________________________________________________________
 JU1092* NAD 83(1986) POSITION- 39 14 39.78   (N) 075 36 18.86   (W)   HD_HELD1
 JU1092* NAVD 88 ORTHO HEIGHT -     6.843 (meters)       22.45  (feet) ADJUSTED
 JU1092  ______________________________________________________________________
 JU1092  GEOID HEIGHT    -        -33.993 (meters)                     GEOID18
 JU1092  DYNAMIC HEIGHT  -          6.839 (meters)       22.44  (feet) COMP
 JU1092  MODELED GRAVITY -    980,102.2   (mgal)                       NAVD 88
 JU1092
 JU1092  VERT ORDER      -  FIRST     CLASS I
 JU1092
 JU1092.The horizontal coordinates were determined by differentially corrected
 JU1092.hand held GPS observations or other comparable positioning techniques
 JU1092.and have an estimated accuracy of +/- 3 meters.
 JU1092
 JU1092.The orthometric height was determined by differential leveling and
 JU1092.adjusted by the NATIONAL GEODETIC SURVEY
 JU1092.in June 1991.
 JU1092
 JU1092.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1092.GEOID18 height accuracy estimate available here.
 JU1092
 JU1092.Click photographs - Photos may exist for this station.
 JU1092
 JU1092.The dynamic height is computed by dividing the NAVD 88
 JU1092.geopotential number by the normal gravity value computed on the
 JU1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1092.degrees latitude (g = 980.6199 gals.).
 JU1092
 JU1092.The modeled gravity was interpolated from observed gravity values.
 JU1092
 JU1092;                    North         East    Units  Estimated Accuracy
 JU1092;SPC DE       -   138,153.1     183,721.1     MT  (+/- 3 meters HH1 GPS) 
 JU1092
 JU1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4777144071(NAD 83)
 JU1092
 JU1092                          SUPERSEDED SURVEY CONTROL
 JU1092
 JU1092  NGVD 29 (11/26/84)    7.082  (m)           23.23   (f) ADJUSTED    1 1
 JU1092
 JU1092.Superseded values are not recommended for survey control.
 JU1092
 JU1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1092.See file dsdata.pdf to determine how the superseded data were derived.
 JU1092
 JU1092_MARKER: DB = BENCH MARK DISK
 JU1092_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1092_SP_SET: BRIDGE WINGWALL
 JU1092_STAMPING: X 34 1963
 JU1092_MARK LOGO: CGS
 JU1092_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JU1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1092+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2012
 JU1092
 JU1092  HISTORY     - Date     Condition        Report By
 JU1092  HISTORY     - 1963     MONUMENTED       CGS
 JU1092  HISTORY     - 1981     GOOD             UDE
 JU1092  HISTORY     - 19980207 GOOD             USPSQD
 JU1092  HISTORY     - 20040712 GOOD             NGS
 JU1092  HISTORY     - 20100124 GOOD             BECMOR
 JU1092  HISTORY     - 20120320 GOOD             DELCOS
 JU1092
 JU1092                          STATION DESCRIPTION
 JU1092
 JU1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1092'2 MI NW FROM CHESWOLD.
 JU1092'2.05 MILES NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1092'CROSSING OF STATE HIGHWAY 42 AT CHESWOLD, ABOUT 0.4 MILE
 JU1092'NORTHEAST OF MILEPOST 40, SET ON TOP OF THE EAST STONE WING
 JU1092'WALL FOR A 30-FOOT BRIDGE OVER LEIPSIC RIVER, 25 FEET NORTHEAST
 JU1092'OF NORTHEAST RAIL, AND 4 FEET BELOW LEVEL OF TRACK.
 JU1092
 JU1092                          STATION RECOVERY (1981)
 JU1092
 JU1092'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1092'RECOVERED IN GOOD CONDITION.
 JU1092
 JU1092                          STATION RECOVERY (1998)
 JU1092
 JU1092'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU1092'RECOVERED IN GOOD CONDITION.
 JU1092
 JU1092                          STATION RECOVERY (2004)
 JU1092
 JU1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (RWA)
 JU1092'RECOVERED AS DESCRIBED.
 JU1092
 JU1092                          STATION RECOVERY (2010)
 JU1092
 JU1092'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1092'RECOVERED IN GOOD CONDITION.
 JU1092
 JU1092                          STATION RECOVERY (2012)
 JU1092
 JU1092'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1092'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0035 ***********************************************************************
 HU0035  DESIGNATION -  X 35
 HU0035  PID         -  HU0035
 HU0035  STATE/COUNTY-  DE/KENT
 HU0035  COUNTRY     -  US
 HU0035  USGS QUAD   -  MILFORD (2016)
 HU0035
 HU0035                         *CURRENT SURVEY CONTROL
 HU0035  ______________________________________________________________________
 HU0035* NAD 83(1986) POSITION- 38 55 42.39   (N) 075 26 16.17   (W)   HD_HELD1
 HU0035* NAVD 88 ORTHO HEIGHT -    12.186 (meters)       39.98  (feet) ADJUSTED
 HU0035  ______________________________________________________________________
 HU0035  GEOID HEIGHT    -        -35.245 (meters)                     GEOID18
 HU0035  DYNAMIC HEIGHT  -         12.179 (meters)       39.96  (feet) COMP
 HU0035  MODELED GRAVITY -    980,044.1   (mgal)                       NAVD 88
 HU0035
 HU0035  VERT ORDER      -  FIRST     CLASS I
 HU0035
 HU0035.The horizontal coordinates were determined by differentially corrected
 HU0035.hand held GPS observations or other comparable positioning techniques
 HU0035.and have an estimated accuracy of +/- 3 meters.
 HU0035
 HU0035.The orthometric height was determined by differential leveling and
 HU0035.adjusted by the NATIONAL GEODETIC SURVEY
 HU0035.in June 1991.
 HU0035
 HU0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0035.GEOID18 height accuracy estimate available here.
 HU0035
 HU0035.Click photographs - Photos may exist for this station.
 HU0035
 HU0035.The dynamic height is computed by dividing the NAVD 88
 HU0035.geopotential number by the normal gravity value computed on the
 HU0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0035.degrees latitude (g = 980.6199 gals.).
 HU0035
 HU0035.The modeled gravity was interpolated from observed gravity values.
 HU0035
 HU0035;                    North         East    Units  Estimated Accuracy
 HU0035;SPC DE       -   103,061.6     198,165.3     MT  (+/- 3 meters HH1 GPS) 
 HU0035
 HU0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6204908926(NAD 83)
 HU0035
 HU0035                          SUPERSEDED SURVEY CONTROL
 HU0035
 HU0035  NGVD 29 (11/26/84)   12.431  (m)           40.78   (f) ADJUSTED    1 1
 HU0035
 HU0035.Superseded values are not recommended for survey control.
 HU0035
 HU0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0035.See file dsdata.pdf to determine how the superseded data were derived.
 HU0035
 HU0035_STAMPING: X 35 1963
 HU0035_MARK LOGO: CGS
 HU0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0035+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 HU0035
 HU0035  HISTORY     - Date     Condition        Report By
 HU0035  HISTORY     - 1963     MONUMENTED       CGS
 HU0035  HISTORY     - 1989     GOOD             USPSQD
 HU0035  HISTORY     - 20020615 GOOD             USPSQD
 HU0035  HISTORY     - 20100614 GOOD             BECMOR
 HU0035  HISTORY     - 20120321 GOOD             DELCOS
 HU0035  HISTORY     - 20180425 MARK NOT FOUND   INDIV
 HU0035
 HU0035                          STATION DESCRIPTION
 HU0035
 HU0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0035'1.3 MI NE FROM MILFORD.
 HU0035'ABOUT 1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 113 FROM THE CROSSING
 HU0035'OF THE PENNSYLVANIA RAILROAD AT MILFORD, THENCE 0.3 MILE NORTHWEST
 HU0035'ALONG A BLACK TOP ROAD, AT THE MOSQUITO CONTROL DIVISION OF THE
 HU0035'DELAWARE STATE HIGHWAY DEPARTMENT, 53 FEET EAST OF THE NORTH CORNER
 HU0035'OF THE BUILDING (METAL), 77 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 HU0035'OF THE EAST WEST RUNWAY OF THE MILFORD AIRPARK, 1.8 FEET NORTHEAST
 HU0035'OF NORTHEAST EDGE OF A CURB (WALL) ON NORTHEAST SIDE OF BUILDING,
 HU0035'1.5 FEET NORTHWEST OF A STEEL WITNESS POST, 8 INCHES ABOVE LEVEL OF
 HU0035'CURB, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 HU0035
 HU0035                          STATION RECOVERY (1989)
 HU0035
 HU0035'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRA)
 HU0035'RECOVERED IN GOOD CONDITION.
 HU0035
 HU0035                          STATION RECOVERY (2002)
 HU0035
 HU0035'RECOVERY NOTE BY US POWER SQUADRON 2002 (RP)
 HU0035'RECOVERED IN GOOD CONDITION.
 HU0035
 HU0035                          STATION RECOVERY (2010)
 HU0035
 HU0035'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 HU0035'RECOVERED IN GOOD CONDITION.
 HU0035
 HU0035                          STATION RECOVERY (2012)
 HU0035
 HU0035'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0035'RECOVERED IN GOOD CONDITION.
 HU0035
 HU0035                          STATION RECOVERY (2018)
 HU0035
 HU0035'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (DM)
 HU0035'IF THE MARK IS STILL THERE, IT WOULD BE UNDER A NEW BERM CREATED FOR A
 HU0035'PARKING AREA.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1911 ***********************************************************************
 JU1911  DESIGNATION -  X 38
 JU1911  PID         -  JU1911
 JU1911  STATE/COUNTY-  DE/NEW CASTLE
 JU1911  COUNTRY     -  US
 JU1911  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1911
 JU1911                         *CURRENT SURVEY CONTROL
 JU1911  ______________________________________________________________________
 JU1911* NAD 83(1986) POSITION- 39 39 24.     (N) 075 36 06.     (W)   SCALED
 JU1911* NAVD 88 ORTHO HEIGHT -     5.875 (meters)       19.27  (feet) ADJUSTED
 JU1911  ______________________________________________________________________
 JU1911  GEOID HEIGHT    -        -33.090 (meters)                     GEOID18
 JU1911  DYNAMIC HEIGHT  -          5.873 (meters)       19.27  (feet) COMP
 JU1911  MODELED GRAVITY -    980,159.1   (mgal)                       NAVD 88
 JU1911
 JU1911  VERT ORDER      -  FIRST     CLASS I
 JU1911
 JU1911.The horizontal coordinates were scaled from a map and have
 JU1911.an estimated accuracy of +/- 6 seconds.
 JU1911
 JU1911.The orthometric height was determined by differential leveling and
 JU1911.adjusted by the NATIONAL GEODETIC SURVEY
 JU1911.in June 1991.
 JU1911
 JU1911.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1911.GEOID18 height accuracy estimate available here.
 JU1911
 JU1911.Click photographs - Photos may exist for this station.
 JU1911
 JU1911.The dynamic height is computed by dividing the NAVD 88
 JU1911.geopotential number by the normal gravity value computed on the
 JU1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1911.degrees latitude (g = 980.6199 gals.).
 JU1911
 JU1911.The modeled gravity was interpolated from observed gravity values.
 JU1911
 JU1911;                    North         East    Units  Estimated Accuracy
 JU1911;SPC DE       -   183,930.      184,120.      MT  (+/- 180 meters Scaled)
 JU1911
 JU1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ483898(NAD 83)
 JU1911
 JU1911                          SUPERSEDED SURVEY CONTROL
 JU1911
 JU1911  NGVD 29 (01/10/92)    6.139  (m)           20.14   (f) ADJUSTED    1 1
 JU1911  NGVD 29 (??/??/87)    6.139  (m)           20.14   (f) SUPERSEDED  1 1
 JU1911
 JU1911.Superseded values are not recommended for survey control.
 JU1911
 JU1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1911.See file dsdata.pdf to determine how the superseded data were derived.
 JU1911
 JU1911_MARKER: DB = BENCH MARK DISK
 JU1911_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1911_SP_SET: BRIDGE ABUTMENT
 JU1911_STAMPING: X 38 1963
 JU1911_MARK LOGO: CGS
 JU1911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1911
 JU1911  HISTORY     - Date     Condition        Report By
 JU1911  HISTORY     - 1963     MONUMENTED       CGS
 JU1911  HISTORY     - 1964     GOOD             CGS
 JU1911  HISTORY     - 1976     GOOD             LOCENG
 JU1911  HISTORY     - 1979     GOOD             NGS
 JU1911  HISTORY     - 1984     GOOD
 JU1911  HISTORY     - 19971018 GOOD             USPSQD
 JU1911
 JU1911                          STATION DESCRIPTION
 JU1911
 JU1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1911'1.1 MI E FROM STATE ROAD.
 JU1911'1.1 MILES EAST ALONG THE PENNSYLVANIA RAILROAD FROM THE UNDERPASS
 JU1911'OF U.S. HIGHWAY 13 UNDER THE TRACK AT STATE ROAD, ABOUT 1.45
 JU1911'MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE TASKER
 JU1911'SWITCH TOWER AT NEW CASTLE, ABOUT 16 1/2 RAILS EAST OF MILEPOST 8,
 JU1911'SET ON TOP OF THE NORTH END OF THE WEST STONE ABUTMENT FOR A
 JU1911'BRIDGE OVER A BRANCH OF MILL CREEK, 13 FEET NORTH OF NORTH RAIL,
 JU1911'AND ABOUT 2 FEET BELOW LEVEL OF TRACK.
 JU1911
 JU1911                          STATION RECOVERY (1976)
 JU1911
 JU1911'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 JU1911'RECOVERED IN GOOD CONDITION.
 JU1911
 JU1911                          STATION RECOVERY (1979)
 JU1911
 JU1911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1911'RECOVERED IN GOOD CONDITION.
 JU1911
 JU1911                          STATION RECOVERY (1984)
 JU1911
 JU1911'RECOVERED 1984
 JU1911'RECOVERED IN GOOD CONDITION.
 JU1911
 JU1911                          STATION RECOVERY (1997)
 JU1911
 JU1911'RECOVERY NOTE BY US POWER SQUADRON 1997
 JU1911'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1917 ***********************************************************************
 JU1917  DESIGNATION -  X 39
 JU1917  PID         -  JU1917
 JU1917  STATE/COUNTY-  DE/NEW CASTLE
 JU1917  COUNTRY     -  US
 JU1917  USGS QUAD   -  SAINT GEORGES (2016)
 JU1917
 JU1917                         *CURRENT SURVEY CONTROL
 JU1917  ______________________________________________________________________
 JU1917* NAD 83(1986) POSITION- 39 37 04.6    (N) 075 40 45.4    (W)   HD_HELD2
 JU1917* NAVD 88 ORTHO HEIGHT -    24.109 (meters)       79.10  (feet) ADJUSTED
 JU1917  ______________________________________________________________________
 JU1917  GEOID HEIGHT    -        -33.098 (meters)                     GEOID18
 JU1917  DYNAMIC HEIGHT  -         24.097 (meters)       79.06  (feet) COMP
 JU1917  MODELED GRAVITY -    980,156.0   (mgal)                       NAVD 88
 JU1917  OBS GRAVITY     -    980,157.0   (mgal)                       GRAV_OBS
 JU1917
 JU1917  VERT ORDER      -  FIRST     CLASS I
 JU1917
 JU1917.The horizontal coordinates were established by autonomous hand held GPS
 JU1917.observations and have an estimated accuracy of +/- 10 meters.
 JU1917
 JU1917.The orthometric height was determined by differential leveling and
 JU1917.adjusted by the NATIONAL GEODETIC SURVEY
 JU1917.in June 1991.
 JU1917
 JU1917.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1917.GEOID18 height accuracy estimate available here.
 JU1917
 JU1917.Click photographs - Photos may exist for this station.
 JU1917
 JU1917.The dynamic height is computed by dividing the NAVD 88
 JU1917.geopotential number by the normal gravity value computed on the
 JU1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1917.degrees latitude (g = 980.6199 gals.).
 JU1917
 JU1917.The modeled gravity was interpolated from observed gravity values.
 JU1917
 JU1917.The observed gravity was obtained from relative gravimeter ties
 JU1917.to the IGSN71 gravity network.
 JU1917
 JU1917;                    North         East    Units  Estimated Accuracy
 JU1917;SPC DE       -   179,643.      177,450.      MT  (+/- 10 meters HH2 GPS)
 JU1917
 JU1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4169485574(NAD 83)
 JU1917
 JU1917                          SUPERSEDED SURVEY CONTROL
 JU1917
 JU1917  NGVD 29 (01/10/92)   24.349  (m)           79.89   (f) ADJUSTED    1 1
 JU1917  NGVD 29 (??/??/87)   24.349  (m)           79.89   (f) SUPERSEDED  1 1
 JU1917
 JU1917.Superseded values are not recommended for survey control.
 JU1917
 JU1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1917.See file dsdata.pdf to determine how the superseded data were derived.
 JU1917
 JU1917_MARKER: DB = BENCH MARK DISK
 JU1917_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 JU1917_STAMPING: X 39 1963
 JU1917_MARK LOGO: CGS
 JU1917_PROJECTION: FLUSH
 JU1917_MAGNETIC: I = MARKER IS A STEEL ROD
 JU1917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1917_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1917+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1917_ROD/PIPE-DEPTH: 17.1 meters
 JU1917
 JU1917  HISTORY     - Date     Condition        Report By
 JU1917  HISTORY     - 1963     MONUMENTED       CGS
 JU1917  HISTORY     - 1971     GOOD             NGS
 JU1917  HISTORY     - 1976     GOOD             LOCENG
 JU1917  HISTORY     - 1979     GOOD             NGS
 JU1917  HISTORY     - 19901107 GOOD             NGS
 JU1917  HISTORY     - 20130711 GOOD             DELCOS
 JU1917
 JU1917                          STATION DESCRIPTION
 JU1917
 JU1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1917'3.4 MI NE FROM KIRKWOOD.
 JU1917'3.4 MILES NORTH AND NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM
 JU1917'THE CROSSING OF STATE HIGHWAY 71 AT KIRKWOOD, AT A BLACK TOP ROAD
 JU1917'CROSSING LEADING NORTHWEST AND SOUTHEAST, ABOUT 140 YARDS NORTHEAST
 JU1917'OF MILEPOST 13, 119 FEET WEST-SOUTHWEST OF CENTER OF CROSSING,
 JU1917'26 FEET NORTHWEST OF NORTHWEST RAIL, 2 1/2 FEET NORTHEAST OF A
 JU1917'TELEPHONE POLE (2ND POLE SOUTHWEST OF THE CROSSING), NEAR THE
 JU1917'EAST CORNER OF A CULTIVATED FIELD, 1 1/2 FEET ABOVE LEVEL OF TRACK,
 JU1917'AND IS A DISK ON TOP OF A COPPER COATED STEEL ROD FLUSH WITH
 JU1917'GROUND AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS 1 INCH.  THE
 JU1917'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 56 FEET.
 JU1917
 JU1917                          STATION RECOVERY (1971)
 JU1917
 JU1917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JU1917'RECOVERED IN GOOD CONDITION.
 JU1917
 JU1917                          STATION RECOVERY (1976)
 JU1917
 JU1917'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 JU1917'.45 MI SE ALONG CHURCH RD (RD. NO. 382) FROM THE T INTERSECTION OF
 JU1917'CHURCH RD AND U.S. ROUTE 40 TO RR CROSSING, 99.5 FT. SW OF RR
 JU1917'CROSSING SIGN. (THE BLACKTOP RD AS DESCRIBED IS CHURCH RD.).
 JU1917
 JU1917                          STATION RECOVERY (1979)
 JU1917
 JU1917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1917'ADD 2.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 JU1917
 JU1917                          STATION RECOVERY (1990)
 JU1917
 JU1917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 JU1917'5.8 KM (3.6 MI) EASTERLY ALONG U.S. HIGHWAY 40 FROM THE JUNCTION OF
 JU1917'STATE HIGHWAY 896 IN GLASGOW, THENCE 0.6 KM (0.4 MI) SOUTHEASTERLY
 JU1917'ALONG CHURCH ROAD, 35.0 M (114.8 FT) SOUTHWEST OF THE ROAD
 JU1917'CENTERLINE, 7.9 M (25.9 FT) NORTHWEST OF THE NEAR RAIL OF THE CONRAIL
 JU1917'RAILROAD, 0.8 M (2.6 FT) SOUTHEAST OF A WITNESS POST, AND 0.3 M
 JU1917'(1.0 FT) ABOVE THE LEVEL OF THE TRACK.  NOTE--THE DISK IS ENCASED IN
 JU1917'A 6-INCH TILE PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 JU1917
 JU1917                          STATION RECOVERY (2013)
 JU1917
 JU1917'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1917'BENCHMARK IS LOOSE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0158 ***********************************************************************
 HU0158  DESIGNATION -  X 4
 HU0158  PID         -  HU0158
 HU0158  STATE/COUNTY-  DE/SUSSEX
 HU0158  COUNTRY     -  US
 HU0158  USGS QUAD   -  MILLSBORO (2016)
 HU0158
 HU0158                         *CURRENT SURVEY CONTROL
 HU0158  ______________________________________________________________________
 HU0158* NAD 83(1986) POSITION- 38 35 14.     (N) 075 17 29.     (W)   SCALED
 HU0158* NAVD 88 ORTHO HEIGHT -     7.460 (meters)       24.48  (feet) ADJUSTED
 HU0158  ______________________________________________________________________
 HU0158  GEOID HEIGHT    -        -35.739 (meters)                     GEOID18
 HU0158  DYNAMIC HEIGHT  -          7.455 (meters)       24.46  (feet) COMP
 HU0158  MODELED GRAVITY -    980,021.4   (mgal)                       NAVD 88
 HU0158
 HU0158  VERT ORDER      -  SECOND    CLASS 0
 HU0158
 HU0158.The horizontal coordinates were scaled from a map and have
 HU0158.an estimated accuracy of +/- 6 seconds.
 HU0158
 HU0158.The orthometric height was determined by differential leveling and
 HU0158.adjusted by the NATIONAL GEODETIC SURVEY
 HU0158.in June 1991.
 HU0158
 HU0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0158.GEOID18 height accuracy estimate available here.
 HU0158
 HU0158.Click photographs - Photos may exist for this station.
 HU0158
 HU0158.The dynamic height is computed by dividing the NAVD 88
 HU0158.geopotential number by the normal gravity value computed on the
 HU0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0158.degrees latitude (g = 980.6199 gals.).
 HU0158
 HU0158.The modeled gravity was interpolated from observed gravity values.
 HU0158
 HU0158;                    North         East    Units  Estimated Accuracy
 HU0158;SPC DE       -    65,190.      210,920.      MT  (+/- 180 meters Scaled)
 HU0158
 HU0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH746710(NAD 83)
 HU0158
 HU0158                          SUPERSEDED SURVEY CONTROL
 HU0158
 HU0158  NGVD 29 (11/26/84)    7.700  (m)           25.26   (f) ADJUSTED    2 0
 HU0158
 HU0158.Superseded values are not recommended for survey control.
 HU0158
 HU0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0158.See file dsdata.pdf to determine how the superseded data were derived.
 HU0158
 HU0158_MARKER: DB = BENCH MARK DISK
 HU0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0158_STAMPING: X 4 1935
 HU0158_MARK LOGO: CGS
 HU0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0158+STABILITY: SURFACE MOTION
 HU0158
 HU0158  HISTORY     - Date     Condition        Report By
 HU0158  HISTORY     - 1935     MONUMENTED       CGS
 HU0158  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0158  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HU0158  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU0158
 HU0158                          STATION DESCRIPTION
 HU0158
 HU0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HU0158'AT MILLSBORO.
 HU0158'AT MILLSBORO, SUSSEX COUNTY, ON THE PENNSYLVANIA RAILROAD, 200
 HU0158'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION, AT THE
 HU0158'CROSSING OF WILSON HIGHWAY, 45 FEET SOUTHWEST OF THE CROSSING, 38
 HU0158'FEET SOUTH OF THE CENTERLINE OF WILSON HIGHWAY, 35 FEET WEST OF
 HU0158'THE CENTERLINE OF THE TRACK, AND 1/2 FOOT ABOVE THE LEVEL OF THE
 HU0158'HIGHWAY.  A STANDARD DISK, STAMPED X 4 1935 AND SET IN THE TOP OF
 HU0158'A CONCRETE POST.
 HU0158
 HU0158                          STATION RECOVERY (1981)
 HU0158
 HU0158'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0158'MARK NOT FOUND.
 HU0158
 HU0158                          STATION RECOVERY (1987)
 HU0158
 HU0158'RECOVERY NOTE BY US POWER SQUADRON 1987 (DAP)
 HU0158'MARK NOT FOUND.
 HU0158
 HU0158                          STATION RECOVERY (2012)
 HU0158
 HU0158'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0158'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DM8490 ***********************************************************************
 DM8490  DESIGNATION -  X 47
 DM8490  PID         -  DM8490
 DM8490  STATE/COUNTY-  DE/SUSSEX
 DM8490  COUNTRY     -  US
 DM8490  USGS QUAD   -  GEORGETOWN (2016)
 DM8490
 DM8490                         *CURRENT SURVEY CONTROL
 DM8490  ______________________________________________________________________
 DM8490* NAD 83(1986) POSITION- 38 42 21.2    (N) 075 24 11.7    (W)   HD_HELD2
 DM8490* NAVD 88 ORTHO HEIGHT -    14.061 (meters)       46.13  (feet) ADJUSTED
 DM8490  ______________________________________________________________________
 DM8490  GEOID HEIGHT    -        -35.605 (meters)                     GEOID18
 DM8490  DYNAMIC HEIGHT  -         14.053 (meters)       46.11  (feet) COMP
 DM8490  MODELED GRAVITY -    980,026.4   (mgal)                       NAVD 88
 DM8490
 DM8490  VERT ORDER      -  SECOND    CLASS I
 DM8490
 DM8490.The horizontal coordinates were established by autonomous hand held GPS
 DM8490.observations and have an estimated accuracy of +/- 10 meters.
 DM8490
 DM8490.The orthometric height was determined by differential leveling and
 DM8490.adjusted by the NATIONAL GEODETIC SURVEY
 DM8490.in July 2011.
 DM8490
 DM8490.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8490.GEOID18 height accuracy estimate available here.
 DM8490
 DM8490.Click photographs - Photos may exist for this station.
 DM8490
 DM8490.The dynamic height is computed by dividing the NAVD 88
 DM8490.geopotential number by the normal gravity value computed on the
 DM8490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8490.degrees latitude (g = 980.6199 gals.).
 DM8490
 DM8490.The modeled gravity was interpolated from observed gravity values.
 DM8490
 DM8490;                    North         East    Units  Estimated Accuracy
 DM8490;SPC DE       -    78,356.      201,167.      MT  (+/- 10 meters HH2 GPS)
 DM8490
 DM8490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6493784216(NAD 83)
 DM8490
 DM8490                          SUPERSEDED SURVEY CONTROL
 DM8490
 DM8490.No superseded survey control is available for this station.
 DM8490
 DM8490_MARKER: DD = SURVEY DISK
 DM8490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8490_STAMPING: X 47 2010
 DM8490_MARK LOGO: DEDT
 DM8490_PROJECTION: FLUSH
 DM8490_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8490+STABILITY: SURFACE MOTION
 DM8490
 DM8490  HISTORY     - Date     Condition        Report By
 DM8490  HISTORY     - 20100506 MONUMENTED       DEDT
 DM8490  HISTORY     - 20150717 GOOD             RODCON
 DM8490
 DM8490                          STATION DESCRIPTION
 DM8490
 DM8490'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (BRC)
 DM8490'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHWEST OF MILTON, 6.5 MI
 DM8490'(10.5 KM) WEST-SOUTHWEST OF HARBESON AND 1.4 MI (2.3 KM) NORTHWEST OF
 DM8490'GEORGETOWN.
 DM8490'
 DM8490'TO REACH FROM THE INTERSECTION OF US HIGHWAY 113 (DUPONT BLVD) AND US
 DM8490'HIGHWAY 9 (W.  MARKET ST) IN GEORGETOWN PROCEED NORTH 1.7 MI (2.7 KM)
 DM8490'TO A CROSS-OVER ON THE LEFT THENCE PROCEED WEST TO THE MARK STRAIGHT
 DM8490'AHEAD.
 DM8490'
 DM8490'THE MARK IS 27 FT (8.2 M) NORTH OF THE NORTH EDGE OF THE SOUTHERLY
 DM8490'ENTRANCE TO THE FIRST BAPTIST CHURCH, 9.0 FT (2.7 M) EAST OF A UTILITY
 DM8490'POLE (DEC 52523/05510), 37.0 FT (11.3 M) SOUTH OF THE SOUTH EDGE OF
 DM8490'THE NORTHERLY ENTRANCE TO THE FIRST BAPTIST CHURCH AND 5.8 FT (1.8 M)
 DM8490'WEST OF THE SOUTHWESTERLY CORNER OF A CATCH BASIN.
 DM8490
 DM8490                          STATION RECOVERY (2015)
 DM8490
 DM8490'RECOVERY NOTE BY RODGERS CONSULTING INC 2015 (JMB)
 DM8490'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0341 ***********************************************************************
 HU0341  DESIGNATION -  X 8
 HU0341  PID         -  HU0341
 HU0341  STATE/COUNTY-  DE/SUSSEX
 HU0341  COUNTRY     -  US
 HU0341  USGS QUAD   -  WHALEYVILLE (2016)
 HU0341
 HU0341                         *CURRENT SURVEY CONTROL
 HU0341  ______________________________________________________________________
 HU0341* NAD 83(1986) POSITION- 38 28 14.8    (N) 075 19 43.8    (W)   HD_HELD2
 HU0341* NAVD 88 ORTHO HEIGHT -    11.842 (meters)       38.85  (feet) ADJUSTED
 HU0341  ______________________________________________________________________
 HU0341  GEOID HEIGHT    -        -35.827 (meters)                     GEOID18
 HU0341  DYNAMIC HEIGHT  -         11.834 (meters)       38.83  (feet) COMP
 HU0341  MODELED GRAVITY -    980,015.8   (mgal)                       NAVD 88
 HU0341
 HU0341  VERT ORDER      -  SECOND    CLASS 0
 HU0341
 HU0341.The horizontal coordinates were established by autonomous hand held GPS
 HU0341.observations and have an estimated accuracy of +/- 10 meters.
 HU0341
 HU0341.The orthometric height was determined by differential leveling and
 HU0341.adjusted by the NATIONAL GEODETIC SURVEY
 HU0341.in June 1991.
 HU0341
 HU0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0341.GEOID18 height accuracy estimate available here.
 HU0341
 HU0341.Click photographs - Photos may exist for this station.
 HU0341
 HU0341.The dynamic height is computed by dividing the NAVD 88
 HU0341.geopotential number by the normal gravity value computed on the
 HU0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0341.degrees latitude (g = 980.6199 gals.).
 HU0341
 HU0341.The modeled gravity was interpolated from observed gravity values.
 HU0341
 HU0341;                    North         East    Units  Estimated Accuracy
 HU0341;SPC DE       -    52,260.      207,665.      MT  (+/- 10 meters HH2 GPS)
 HU0341
 HU0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7131458102(NAD 83)
 HU0341
 HU0341                          SUPERSEDED SURVEY CONTROL
 HU0341
 HU0341  NGVD 29 (11/26/84)   12.083  (m)           39.64   (f) ADJUSTED    2 0
 HU0341
 HU0341.Superseded values are not recommended for survey control.
 HU0341
 HU0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0341.See file dsdata.pdf to determine how the superseded data were derived.
 HU0341
 HU0341_MARKER: DB = BENCH MARK DISK
 HU0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0341_STAMPING: X 8 1942
 HU0341_MARK LOGO: CGS
 HU0341_PROJECTION: FLUSH
 HU0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0341+STABILITY: SURFACE MOTION
 HU0341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0341+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2019
 HU0341
 HU0341  HISTORY     - Date     Condition        Report By
 HU0341  HISTORY     - 1942     MONUMENTED       CGS
 HU0341  HISTORY     - 1943     GOOD             CGS
 HU0341  HISTORY     - 1981     GOOD             UDE
 HU0341  HISTORY     - 20130614 GOOD             DELCOS
 HU0341  HISTORY     - 20191113 GOOD             BASE9
 HU0341
 HU0341                          STATION DESCRIPTION
 HU0341
 HU0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HU0341'2.2 MI E FROM GUMBORO.
 HU0341'2.2 MILES EAST ALONG STATE HIGHWAY 60 FROM THE TAR-ROAD JUNCTION
 HU0341'AT GUMBORO, SUSSEX COUNTY, AT THE SOUTHWEST CORNER OF AN
 HU0341'ABANDONED FARMHOUSE, 47 FEET NORTH OF THE CENTER LINE OF THE
 HU0341'HIGHWAY, 18.5 FEET NORTH OF A 22-INCH BLAZED MAPLE TREE, AND
 HU0341'ABOUT 1 FOOT SOUTHWEST OF A WITNESS POST.  A STANDARD DISK,
 HU0341'STAMPED X 8 1942 AND SET IN THE TOP OF A CONCRETE POST.
 HU0341
 HU0341                          STATION RECOVERY (1981)
 HU0341
 HU0341'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0341'RECOVERED IN GOOD CONDITION.
 HU0341
 HU0341                          STATION RECOVERY (2013)
 HU0341
 HU0341'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0341'STAMPING IS DESTROYED ON MONUMENT.
 HU0341
 HU0341                          STATION RECOVERY (2019)
 HU0341
 HU0341'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2019 (DRD)
 HU0341'THE MARK IS 5.23 M (17.2 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 HU0341'PORCH OF THE ABANDONED HOUSE.  THE MAPLE TREE AND WITNESS POST
 HU0341'MENTIONED IN THE 1943 DESCRIPTION ARE GONE.  THE MARK IS IN A 20 X 18
 HU0341'CM (7 INCHES) POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0982 ***********************************************************************
 HU0982  DESIGNATION -  X 9 RESET
 HU0982  PID         -  HU0982
 HU0982  STATE/COUNTY-  DE/SUSSEX
 HU0982  COUNTRY     -  US
 HU0982  USGS QUAD   -  SHARPTOWN (2016)
 HU0982
 HU0982                         *CURRENT SURVEY CONTROL
 HU0982  ______________________________________________________________________
 HU0982* NAD 83(1986) POSITION- 38 31 05.     (N) 075 39 26.     (W)   SCALED
 HU0982* NAVD 88 ORTHO HEIGHT -    12.25  (+/-2cm)       40.2   (feet) VERTCON3
 HU0982  ______________________________________________________________________
 HU0982  GEOID HEIGHT    -        -35.635 (meters)                     GEOID18
 HU0982  VERT ORDER      -  THIRD (See Below)
 HU0982
 HU0982.The horizontal coordinates were scaled from a map and have
 HU0982.an estimated accuracy of +/- 6 seconds.
 HU0982
 HU0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 HU0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HU0982
 HU0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0982.GEOID18 height accuracy estimate available here.
 HU0982
 HU0982.The vertical order pertains to the NGVD 29 superseded value.
 HU0982
 HU0982.Click photographs - Photos may exist for this station.
 HU0982
 HU0982;                    North         East    Units  Estimated Accuracy
 HU0982;SPC DE       -    57,530.      179,020.      MT  (+/- 180 meters Scaled)
 HU0982
 HU0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH427635(NAD 83)
 HU0982
 HU0982                          SUPERSEDED SURVEY CONTROL
 HU0982
 HU0982  NGVD 29 (??/??/??)   12.50   (m)           41.0    (f) RESET       3  
 HU0982
 HU0982.Superseded values are not recommended for survey control.
 HU0982
 HU0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0982.See file dsdata.pdf to determine how the superseded data were derived.
 HU0982
 HU0982_MARKER: DB = BENCH MARK DISK
 HU0982_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HU0982_SP_SET: CULVERT HEADWALL
 HU0982_STAMPING: X 9 1942
 HU0982_MARK LOGO: CGS
 HU0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0982+STABILITY: SURFACE MOTION
 HU0982
 HU0982  HISTORY     - Date     Condition        Report By
 HU0982  HISTORY     - 1942     MONUMENTED       CGS
 HU0982  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0982  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0982
 HU0982                          STATION DESCRIPTION
 HU0982
 HU0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0982'5.8 MI SW FROM LAUREL.
 HU0982'5.7 MILES SOUTHWEST ALONG HIGHWAY 24 FROM THE RAILROAD CROSSING
 HU0982'AT LAUREL, SUSSEX COUNTY, 15.0 FEET SOUTHWEST OF THE CENTER LINE
 HU0982'OF THE HIGHWAY, 50.5 FEET SOUTHEAST OF POLE NUMBER 2, SET IN
 HU0982'THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A 20-INCH CORRUGATED
 HU0982'IRON PIPE CULVERT, ABOUT 1.0 FOOT HIGHER THAN THE HIGHWAY.  THE
 HU0982'MARK WAS MOVED 15.0 FEET NE FROM THE ORIGINAL LOCATION.  NEAR
 HU0982'A SQUARE CHISEL MARK CUT ON CENTERLINE OF SURVEY HIGHWAY STATION
 HU0982'302+62.  STANDARD DISK SET IN TOP OF CONCRETE HEADWALL.
 HU0982
 HU0982                          STATION RECOVERY (1981)
 HU0982
 HU0982'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0982'MARK NOT FOUND.
 HU0982
 HU0982                          STATION RECOVERY (2013)
 HU0982
 HU0982'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0982'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1290 ***********************************************************************
 JU1290  DESIGNATION -  Y 11
 JU1290  PID         -  JU1290
 JU1290  STATE/COUNTY-  DE/KENT
 JU1290  COUNTRY     -  US
 JU1290  USGS QUAD   -  KENTON (2016)
 JU1290
 JU1290                         *CURRENT SURVEY CONTROL
 JU1290  ______________________________________________________________________
 JU1290* NAD 83(2011) POSITION- 39 09 57.61997(N) 075 41 31.40482(W)   ADJUSTED
 JU1290* NAD 83(2011) ELLIP HT-   -11.187 (meters)        (12/20/17)   ADJUSTED
 JU1290* NAD 83(2011) EPOCH   -  2010.00
 JU1290* NAVD 88 ORTHO HEIGHT -    22.913 (meters)       75.17  (feet) ADJUSTED
 JU1290  ______________________________________________________________________
 JU1290  GEOID HEIGHT    -        -34.103 (meters)                     GEOID18
 JU1290  NAD 83(2011) X  -  1,223,730.177 (meters)                     COMP
 JU1290  NAD 83(2011) Y  - -4,798,105.501 (meters)                     COMP
 JU1290  NAD 83(2011) Z  -  4,006,615.507 (meters)                     COMP
 JU1290  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC18
 JU1290  DYNAMIC HEIGHT  -         22.900 (meters)       75.13  (feet) COMP
 JU1290  MODELED GRAVITY -    980,090.3   (mgal)                       NAVD 88
 JU1290
 JU1290  VERT ORDER      -  SECOND    CLASS 0
 JU1290
 JU1290  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU1290  Standards:
 JU1290         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU1290            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU1290  -------------------------------------------------------------------
 JU1290  NETWORK    0.80   0.78           0.34   0.31   0.40     -0.02140893
 JU1290  -------------------------------------------------------------------
 JU1290  Click here for local accuracies and other accuracy information.
 JU1290
 JU1290.The horizontal coordinates were established by GPS observations
 JU1290.and adjusted by the MASER CONSULTING in December 2017.
 JU1290
 JU1290.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU1290.been affixed to the stable North American tectonic plate. See 
 JU1290.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU1290
 JU1290.The horizontal coordinates are valid at the epoch date displayed above
 JU1290.which is a decimal equivalence of Year/Month/Day.
 JU1290
 JU1290.The orthometric height was determined by differential leveling and
 JU1290.adjusted by the NATIONAL GEODETIC SURVEY
 JU1290.in June 1991.
 JU1290
 JU1290.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1290.GEOID18 height accuracy estimate available here.
 JU1290
 JU1290.Click photographs - Photos may exist for this station.
 JU1290
 JU1290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1290
 JU1290.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1290
 JU1290.The ellipsoidal height was determined by GPS observations
 JU1290.and is referenced to NAD 83.
 JU1290
 JU1290.The dynamic height is computed by dividing the NAVD 88
 JU1290.geopotential number by the normal gravity value computed on the
 JU1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1290.degrees latitude (g = 980.6199 gals.).
 JU1290
 JU1290.The modeled gravity was interpolated from observed gravity values.
 JU1290
 JU1290. The following values were computed from the NAD 83(2011) position.
 JU1290
 JU1290;                    North         East     Units Scale Factor Converg.
 JU1290;SPC DE       -   129,470.891   176,199.880   MT  1.00000197   -0 10 26.1
 JU1290;SPC DE       -   424,772.41    578,082.44   sFT  1.00000197   -0 10 26.1
 JU1290;UTM  18      - 4,335,426.707   440,213.566   MT  0.99964401   -0 26 13.5
 JU1290
 JU1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1290!SPC DE       -   1.00000176  x   1.00000197  =   1.00000373
 JU1290!UTM  18      -   1.00000176  x   0.99964401  =   0.99964576
 JU1290
 JU1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4021335426(NAD 83)
 JU1290
 JU1290                          SUPERSEDED SURVEY CONTROL
 JU1290
 JU1290  NGVD 29 (11/26/84)   23.147  (m)           75.94   (f) ADJUSTED    2 0
 JU1290
 JU1290.Superseded values are not recommended for survey control.
 JU1290
 JU1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1290.See file dsdata.pdf to determine how the superseded data were derived.
 JU1290
 JU1290_MARKER: DB = BENCH MARK DISK
 JU1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1290_STAMPING: Y 11 1942
 JU1290_MARK LOGO: CGS
 JU1290_PROJECTION: FLUSH
 JU1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1290+STABILITY: SURFACE MOTION
 JU1290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1290+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2012
 JU1290
 JU1290  HISTORY     - Date     Condition        Report By
 JU1290  HISTORY     - 1942     MONUMENTED       CGS
 JU1290  HISTORY     - 1964     GOOD             CGS
 JU1290  HISTORY     - 1981     GOOD             UDE
 JU1290  HISTORY     - 20081204 GOOD             OPUS
 JU1290  HISTORY     - 20100521 GOOD             BECMOR
 JU1290  HISTORY     - 20111011 GOOD             DELCOS
 JU1290  HISTORY     - 20120321 GOOD             DELCOS
 JU1290
 JU1290                          STATION DESCRIPTION
 JU1290
 JU1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1290'1 MI E FROM HARTLY.
 JU1290'1.0 MILE EAST ALONG STATE HIGHWAY 44 FROM THE PENNSYLVANIA
 JU1290'RAILROAD CROSSING AT HARTLY, IN A FARM YARD, 78 FEET SOUTHWEST
 JU1290'OF THE SOUTHWEST CORNER OF A 2-STORY HOUSE, 34.5 FEET NORTH OF
 JU1290'THE CENTERLINE OF THE HIGHWAY, 22.5 FEET EAST OF THE CENTERLINE
 JU1290'OF THE DRIVEWAY TO THE FARM YARD AND 4.5 FEET OF TELEPHONE LINE
 JU1290'POLE NO. 247.  A STANDARD DISK IN THE TOP OF A CONCRETE POST
 JU1290'AND FLUSH WITH THE GROUND.
 JU1290
 JU1290                          STATION RECOVERY (1981)
 JU1290
 JU1290'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1290'RECOVERED IN GOOD CONDITION.
 JU1290
 JU1290                          STATION RECOVERY (2008)
 JU1290
 JU1290'RECOVERY NOTE BY OPUS SHARED SOLUTIONS 2008 (OPS)
 JU1290'THE MARK IS FOUND ABOUT 7.9 MI (12.7 KM) WEST-NORTHWEST OF WYOMING,
 JU1290'4.7 MI (7.5 KM) NORTHEAST OF MARYDEL, 4.5 MI (7.3 KM) SOUTH-SOUTHWEST
 JU1290'OF KENTON AND 1 MI EAST FROM HARTLY.
 JU1290'
 JU1290'THE MARK IS LOCATED 1.0 MILE EAST ALONG STATE HIGHWAY 44 FROM THE
 JU1290'ABANDONED RAILROAD CROSSING AT HARTLY, IN A FARM YARD, 78 FEET
 JU1290'SOUTHWEST OF THE SOUTHWEST CORNER OF A 2-STORY HOUSE, 34.5 FEET NORTH
 JU1290'OF THE CENTERLINE OF THE HIGHWAY, 22.5 FEET EAST OF THE CENTERLINE OF
 JU1290'THE DRIVEWAY TO THE FARM YARD AND 4.5 FEET OF TELEPHONE LINE POLE NO.
 JU1290'247.
 JU1290
 JU1290                          STATION RECOVERY (2010)
 JU1290
 JU1290'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1290'OPUS-RS (SPC 0700 2007) N=129471M E=176200M
 JU1290
 JU1290                          STATION RECOVERY (2011)
 JU1290
 JU1290'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011 (ARD)
 JU1290'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
 JU1290
 JU1290                          STATION RECOVERY (2012)
 JU1290
 JU1290'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1290'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0036 ***********************************************************************
 HU0036  DESIGNATION -  Y 2
 HU0036  PID         -  HU0036
 HU0036  STATE/COUNTY-  DE/SUSSEX
 HU0036  COUNTRY     -  US
 HU0036  USGS QUAD   -  MILFORD (2016)
 HU0036
 HU0036                         *CURRENT SURVEY CONTROL
 HU0036  ______________________________________________________________________
 HU0036* NAD 83(1986) POSITION- 38 54 40.6    (N) 075 25 58.8    (W)   HD_HELD2
 HU0036* NAVD 88 ORTHO HEIGHT -     3.585 (meters)       11.76  (feet) ADJUSTED
 HU0036  ______________________________________________________________________
 HU0036  GEOID HEIGHT    -        -35.287 (meters)                     GEOID18
 HU0036  DYNAMIC HEIGHT  -          3.583 (meters)       11.76  (feet) COMP
 HU0036  MODELED GRAVITY -    980,042.3   (mgal)                       NAVD 88
 HU0036
 HU0036  VERT ORDER      -  FIRST     CLASS I
 HU0036
 HU0036.The horizontal coordinates were established by autonomous hand held GPS
 HU0036.observations and have an estimated accuracy of +/- 10 meters.
 HU0036
 HU0036.The orthometric height was determined by differential leveling and
 HU0036.adjusted by the NATIONAL GEODETIC SURVEY
 HU0036.in June 1991.
 HU0036
 HU0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0036.GEOID18 height accuracy estimate available here.
 HU0036
 HU0036.Click photographs - Photos may exist for this station.
 HU0036
 HU0036.The dynamic height is computed by dividing the NAVD 88
 HU0036.geopotential number by the normal gravity value computed on the
 HU0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0036.degrees latitude (g = 980.6199 gals.).
 HU0036
 HU0036.The modeled gravity was interpolated from observed gravity values.
 HU0036
 HU0036;                    North         East    Units  Estimated Accuracy
 HU0036;SPC DE       -   101,156.      198,583.      MT  (+/- 10 meters HH2 GPS)
 HU0036
 HU0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6245807020(NAD 83)
 HU0036
 HU0036                          SUPERSEDED SURVEY CONTROL
 HU0036
 HU0036  NGVD 29 (11/26/84)    3.830  (m)           12.57   (f) ADJUSTED    1 1
 HU0036
 HU0036.Superseded values are not recommended for survey control.
 HU0036
 HU0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0036.See file dsdata.pdf to determine how the superseded data were derived.
 HU0036
 HU0036_MARKER: DB = BENCH MARK DISK
 HU0036_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HU0036_SP_SET: ABUTMENT
 HU0036_STAMPING: Y 2 1931 13.038
 HU0036_MARK LOGO: CGS
 HU0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0036+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2021
 HU0036
 HU0036  HISTORY     - Date     Condition        Report By
 HU0036  HISTORY     - 1931     MONUMENTED       CGS
 HU0036  HISTORY     - 1963     GOOD             CGS
 HU0036  HISTORY     - 1989     GOOD             USPSQD
 HU0036  HISTORY     - 19901101 GOOD             NGS
 HU0036  HISTORY     - 20040828 GOOD             USPSQD
 HU0036  HISTORY     - 20081023 GOOD             DEDT
 HU0036  HISTORY     - 20100417 GOOD             BECMOR
 HU0036  HISTORY     - 20120208 GOOD             DELCOS
 HU0036  HISTORY     - 20210307 GOOD             USPSQD
 HU0036
 HU0036                          STATION DESCRIPTION
 HU0036
 HU0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0036'AT MILFORD.
 HU0036'AT MILFORD, ALONG THE PENNSYLVANIA RAILROAD, ABOUT 75 YARDS NORTHWEST
 HU0036'OF THE STATION, AT THE SUSSEX-KENT COUNTY LINE, SET ON TOP OF THE
 HU0036'SOUTHWEST END OF THE SOUTHEAST ABUTMENT FOR A SPILLWAY FOR SILVER
 HU0036'LAKE, 6 FEET SOUTHWEST OF SOUTHWEST RAIL, AND ABOUT 1 FOOT BELOW
 HU0036'LEVEL OF TRACK.
 HU0036
 HU0036                          STATION RECOVERY (1989)
 HU0036
 HU0036'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRA)
 HU0036'RECOVERED IN GOOD CONDITION.
 HU0036
 HU0036                          STATION RECOVERY (1990)
 HU0036
 HU0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0036'IN MILFORD, AT THE INTERSECTION OF STATE HIGHWAY 36 AND THE CONRAIL
 HU0036'RAILROAD, IN TOP OF AND 0.4 M (1.3 FT) SOUTHWEST OF THE NORTHEAST END
 HU0036'OF THE SOUTHEAST CONCRETE ABUTMENT OF A RAILROAD BRIDGE SPANNING THE
 HU0036'SILVER LAKE SPILLWAY, 55.2 M (181.1 FT) NORTHWEST OF THE HIGHWAY
 HU0036'CENTERLINE, 1.8 M (5.9 FT) SOUTHWEST OF THE NEAR RAIL, AND 0.3 M
 HU0036'(1.0 FT) BELOW THE LEVEL OF THE TRACK.
 HU0036
 HU0036                          STATION RECOVERY (2004)
 HU0036
 HU0036'RECOVERY NOTE BY US POWER SQUADRON 2004 (BH)
 HU0036'RECOVERED IN GOOD CONDITION.
 HU0036
 HU0036                          STATION RECOVERY (2008)
 HU0036
 HU0036'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 HU0036'RECOVERED IN GOOD CONDITION.
 HU0036
 HU0036                          STATION RECOVERY (2010)
 HU0036
 HU0036'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 HU0036'RECOVERED IN GOOD CONDITION.
 HU0036
 HU0036                          STATION RECOVERY (2012)
 HU0036
 HU0036'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0036'RECOVERED IN GOOD CONDITION.
 HU0036
 HU0036                          STATION RECOVERY (2021)
 HU0036
 HU0036'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 HU0036'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1716 ***********************************************************************
 JU1716  DESIGNATION -  Y 21
 JU1716  PID         -  JU1716
 JU1716  STATE/COUNTY-  DE/NEW CASTLE
 JU1716  COUNTRY     -  US
 JU1716  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1716
 JU1716                         *CURRENT SURVEY CONTROL
 JU1716  ______________________________________________________________________
 JU1716* NAD 83(1986) POSITION- 39 42 23.     (N) 075 31 58.     (W)   SCALED
 JU1716* NAVD 88 ORTHO HEIGHT -     1.608 (meters)        5.28  (feet) ADJUSTED
 JU1716  ______________________________________________________________________
 JU1716  GEOID HEIGHT    -        -33.036 (meters)                     GEOID18
 JU1716  DYNAMIC HEIGHT  -          1.608 (meters)        5.28  (feet) COMP
 JU1716  MODELED GRAVITY -    980,169.3   (mgal)                       NAVD 88
 JU1716
 JU1716  VERT ORDER      -  SECOND    CLASS 0
 JU1716
 JU1716.The horizontal coordinates were scaled from a map and have
 JU1716.an estimated accuracy of +/- 6 seconds.
 JU1716
 JU1716.The orthometric height was determined by differential leveling and
 JU1716.adjusted by the NATIONAL GEODETIC SURVEY
 JU1716.in June 1991.
 JU1716
 JU1716.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1716.GEOID18 height accuracy estimate available here.
 JU1716
 JU1716.Click photographs - Photos may exist for this station.
 JU1716
 JU1716.The dynamic height is computed by dividing the NAVD 88
 JU1716.geopotential number by the normal gravity value computed on the
 JU1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1716.degrees latitude (g = 980.6199 gals.).
 JU1716
 JU1716.The modeled gravity was interpolated from observed gravity values.
 JU1716
 JU1716;                    North         East    Units  Estimated Accuracy
 JU1716;SPC DE       -   189,440.      190,040.      MT  (+/- 180 meters Scaled)
 JU1716
 JU1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ543953(NAD 83)
 JU1716
 JU1716                          SUPERSEDED SURVEY CONTROL
 JU1716
 JU1716  NGVD 29 (11/26/84)    1.975  (m)            6.48   (f) ADJUSTED    2 0
 JU1716
 JU1716.Superseded values are not recommended for survey control.
 JU1716
 JU1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1716.See file dsdata.pdf to determine how the superseded data were derived.
 JU1716
 JU1716_MARKER: DB = BENCH MARK DISK
 JU1716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1716_SP_SET: TELEGRAPH TOWER FOUNDATION
 JU1716_STAMPING: Y 21 1959
 JU1716_MARK LOGO: CGS
 JU1716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1716
 JU1716  HISTORY     - Date     Condition        Report By
 JU1716  HISTORY     - 1959     MONUMENTED       CGS
 JU1716  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 JU1716  HISTORY     - 19891211 MARK NOT FOUND   USGS
 JU1716
 JU1716                          STATION DESCRIPTION
 JU1716
 JU1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1716'3.9 MI NE FROM NEW CASTLE.
 JU1716'3.9 MILES NORTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM NEW
 JU1716'CASTLE, ABOUT 0.9 MILE NORTHEAST ALONG PRR FROM OVERPASS OF
 JU1716'U.S. HIGHWAY 40 (APPROACH TO DELAWARE MEMORIAL BRIDGE) OVER
 JU1716'TRACKS, AT THE INTERSECTION OF THE P.R.R. AND THE READING
 JU1716'COMPANY RAILWAY, 13 FEET WEST OF WEST RAIL OF THE P.R.R., 38 1/2
 JU1716'FEET EAST-NORTHEAST OF NEAR RAIL OF READING RY. TRACK, SET
 JU1716'VERTICALLY IN THE SOUTH FACE OF THE CONCRETE FOUNDATION OF
 JU1716'ABANDONED TELEGRAPH TOWER, 1 1/2 FEET WEST OF SOUTHEAST CORNER
 JU1716'OF BUILDING, AND 1.3 FOOT ABOVE GROUND.
 JU1716
 JU1716                          STATION RECOVERY (1989)
 JU1716
 JU1716'RECOVERY NOTE BY US POWER SQUADRON 1989 (CT)
 JU1716'MARK NOT FOUND.
 JU1716
 JU1716                          STATION RECOVERY (1989)
 JU1716
 JU1716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989
 JU1716'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1672 ***********************************************************************
 JU1672  DESIGNATION -  Y 22
 JU1672  PID         -  JU1672
 JU1672  STATE/COUNTY-  DE/NEW CASTLE
 JU1672  COUNTRY     -  US
 JU1672  USGS QUAD   -  NEWARK EAST (2016)
 JU1672
 JU1672                         *CURRENT SURVEY CONTROL
 JU1672  ______________________________________________________________________
 JU1672* NAD 83(1986) POSITION- 39 39 01.63   (N) 075 41 51.36   (W)   HD_HELD1
 JU1672* NAVD 88 ORTHO HEIGHT -    21.141 (meters)       69.36  (feet) ADJUSTED
 JU1672  ______________________________________________________________________
 JU1672  GEOID HEIGHT    -        -33.026 (meters)                     GEOID18
 JU1672  DYNAMIC HEIGHT  -         21.132 (meters)       69.33  (feet) COMP
 JU1672  MODELED GRAVITY -    980,160.7   (mgal)                       NAVD 88
 JU1672
 JU1672  VERT ORDER      -  SECOND    CLASS 0
 JU1672
 JU1672.The horizontal coordinates were determined by differentially corrected
 JU1672.hand held GPS observations or other comparable positioning techniques
 JU1672.and have an estimated accuracy of +/- 3 meters.
 JU1672
 JU1672.The orthometric height was determined by differential leveling and
 JU1672.adjusted by the NATIONAL GEODETIC SURVEY
 JU1672.in June 1991.
 JU1672
 JU1672.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1672.GEOID18 height accuracy estimate available here.
 JU1672
 JU1672.Click photographs - Photos may exist for this station.
 JU1672
 JU1672.The dynamic height is computed by dividing the NAVD 88
 JU1672.geopotential number by the normal gravity value computed on the
 JU1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1672.degrees latitude (g = 980.6199 gals.).
 JU1672
 JU1672.The modeled gravity was interpolated from observed gravity values.
 JU1672
 JU1672;                    North         East    Units  Estimated Accuracy
 JU1672;SPC DE       -   183,257.1     175,888.2     MT  (+/- 3 meters HH1 GPS) 
 JU1672
 JU1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ4015089194(NAD 83)
 JU1672
 JU1672                          SUPERSEDED SURVEY CONTROL
 JU1672
 JU1672  NGVD 29 (11/26/84)   21.482  (m)           70.48   (f) ADJUSTED    2 0
 JU1672
 JU1672.Superseded values are not recommended for survey control.
 JU1672
 JU1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1672.See file dsdata.pdf to determine how the superseded data were derived.
 JU1672
 JU1672_MARKER: DB = BENCH MARK DISK
 JU1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1672_STAMPING: Y 22 1959
 JU1672_MARK LOGO: CGS
 JU1672_PROJECTION: PROJECTING 5 CENTIMETERS
 JU1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1672+STABILITY: SURFACE MOTION
 JU1672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1672+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
 JU1672
 JU1672  HISTORY     - Date     Condition        Report By
 JU1672  HISTORY     - 1959     MONUMENTED       CGS
 JU1672  HISTORY     - 1976     GOOD             LOCSUR
 JU1672  HISTORY     - 1981     GOOD             UDE
 JU1672  HISTORY     - 20020910 GOOD             WR
 JU1672  HISTORY     - 20040108 GOOD             GEOMET
 JU1672  HISTORY     - 20040218 GOOD             GEOCAC
 JU1672  HISTORY     - 20081016 GOOD             OPUS
 JU1672  HISTORY     - 20130711 GOOD             DELCOS
 JU1672
 JU1672                          STATION DESCRIPTION
 JU1672
 JU1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1672'2.4 MI SW FROM CHRISTIANA.
 JU1672'2.35 MILES SOUTHWEST ALONG OLD BALTIMORE PIKE FROM THE JUNCTION OF
 JU1672'STATE HIGHWAYS 7 AND 273 AT CHRISTIANA, THENCE ABOUT 0.1 MILE
 JU1672'NORTH ALONG SALEM CHURCH ROAD, 17 FEET EAST OF THE CENTER LINE OF
 JU1672'THE ROAD, 1 FOOT WEST OF A WIRE FENCE, 2 FEET NORTH OF POWER LINE
 JU1672'POLE NO. 4 (ALSO THE 4TH. POLE NORTH OF THE JUNCTION OF ROADS),
 JU1672'180 FEET SOUTH OF THE CENTER OF THE JUNCTION OF A DRIVE LEADING
 JU1672'WEST TO A FARMHOUSE, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF
 JU1672'A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
 JU1672
 JU1672                          STATION RECOVERY (1976)
 JU1672
 JU1672'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 JU1672'RECOVERED IN GOOD CONDITION.
 JU1672
 JU1672                          STATION RECOVERY (1981)
 JU1672
 JU1672'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1672'RECOVERED IN GOOD CONDITION.
 JU1672
 JU1672                          STATION RECOVERY (2002)
 JU1672
 JU1672'RECOVERY NOTE BY WHITMAN, REQUARDT & ASSOCIATES 2002 (RTD)
 JU1672'RECOVERED IN GOOD CONDITION.
 JU1672
 JU1672                          STATION RECOVERY (2004)
 JU1672
 JU1672'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (BCL)
 JU1672'RECOVERED IN GOOD CONDITION.
 JU1672
 JU1672                          STATION RECOVERY (2004)
 JU1672
 JU1672'RECOVERY NOTE BY GEOCACHING 2004 (WD)
 JU1672'THE AREA AROUND THE MARK HAS CHANGED AND A NEW DESCRIPTION FOLLOWS.
 JU1672'THE MARK LIES 2.4 MILES (3.86 KM) SOUTHWEST FROM CHRISTIANA, 2.35
 JU1672'MILES (3.78 KM) SOUTHWEST ALONG OLD BALTIMORE PIKE FROM THE JUNCTION
 JU1672'OF STATE HIGHWAYS 7 AND 273 AT CHRISTIANA, THENCE 0.1 MILES (0.16 KM)
 JU1672'NORTH ALONG SALEM CHURCH ROAD.
 JU1672'THE DISK LIES 24.5 FEET (7.47 M) EAST OF THE APPROXIMATE CENTERLINE OF
 JU1672'SALEM CHURCH ROAD, 5.0 FEET (1.52 M) EAST OF THE EAST EDGE OF
 JU1672'PAVEMENT, 13.3 FEET (4.05 M) WEST OF UTILITY POLE NUMBER 44395 39947,
 JU1672'ABOUT 110 FEET (33.5 M) NORTHEAST OF THE CENTER OF THE INTERSECTION OF
 JU1672'SALEM CHURCH ROAD AND MAPLESHADE DRIVE, 96 FEET (29.3 M) NORTH OF THE
 JU1672'EXTENDED CENTERLINE OF MAPLESHADE DRIVE,
 JU1672'AND ONE FOOT SOUTH OF AN ORANGE CARSONITE WITNESS POST.  THE DISK IS
 JU1672'SET IN THE TOP OF A CONCRETE POST AND LIES ABOUT 0.5 FEET (0.15 M)
 JU1672'BELOW THE LEVEL OF THE ROAD AND 0.3 FEET (0.09 M) BELOW THE SURFACE.
 JU1672
 JU1672                          STATION RECOVERY (2008)
 JU1672
 JU1672'RECOVERY NOTE BY OPUS SHARED SOLUTIONS 2008 (OPS)
 JU1672'THE MARK IS FOUND ABOUT 3.6 MI (5.8 KM) SOUTHEAST OF NEWARK, 2.6 MI
 JU1672'(4.2 KM) NORTHWEST OF BEAR AND 1.7 MI (2.8 KM) SOUTHWEST OF
 JU1672'CHRISTIANA.
 JU1672'
 JU1672'2.35 MILES SOUTHWEST ALONG OLD BALTIMORE PIKE FROM THE JUNCTION OF
 JU1672'STATE HWYS 7 AND 273 AT CHRISTIANA, THENCE 0.1 MILES NORTH ALONG SALEM
 JU1672'CHURCH RD. THE MARK IS 24.5 FT EAST OF THE CENTERLINE OF SALEM CHURCH
 JU1672'RD, 5.0 FT EAST OF THE EAST EDGE OF PAVEMENT, 13.3 FT WEST OF UTILITY
 JU1672'POLE NUMBER 44395 39947, 110 FT NORTHEAST OF THE CENTER OF THE
 JU1672'INTERSECTION OF SALEM CHURCH RD AND MAPLESHADE DR, 96 FT NORTH OF THE
 JU1672'EXTENDED CENTERLINE OF MAPLESHADE DR, AND ONE FT SOUTH OF AN ORANGE
 JU1672'WITNESS POST.
 JU1672
 JU1672                          STATION RECOVERY (2013)
 JU1672
 JU1672'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1672'LOCATED NEAR TELEPHONE POLE NUMBER 44395/39942.
 JU1672'WOODEN STAKE IN PLACE NEAR BENCHMARK TO MARK IT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0144 ***********************************************************************
 HU0144  DESIGNATION -  Y 28 RESET
 HU0144  PID         -  HU0144
 HU0144  STATE/COUNTY-  DE/SUSSEX
 HU0144  COUNTRY     -  US
 HU0144  USGS QUAD   -  FRANKFORD (2016)
 HU0144
 HU0144                         *CURRENT SURVEY CONTROL
 HU0144  ______________________________________________________________________
 HU0144* NAD 83(1986) POSITION- 38 33 25.9    (N) 075 09 49.2    (W)   HD_HELD2
 HU0144* NAVD 88 ORTHO HEIGHT -     3.445 (meters)       11.30  (feet) ADJUSTED
 HU0144  ______________________________________________________________________
 HU0144  GEOID HEIGHT    -        -35.772 (meters)                     GEOID18
 HU0144  DYNAMIC HEIGHT  -          3.443 (meters)       11.30  (feet) COMP
 HU0144  MODELED GRAVITY -    980,025.1   (mgal)                       NAVD 88
 HU0144
 HU0144  VERT ORDER      -  SECOND    CLASS II
 HU0144
 HU0144.The horizontal coordinates were established by autonomous hand held GPS
 HU0144.observations and have an estimated accuracy of +/- 10 meters.
 HU0144
 HU0144.The orthometric height was determined by differential leveling and
 HU0144.adjusted by the NATIONAL GEODETIC SURVEY
 HU0144.in March 1994.
 HU0144
 HU0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0144.GEOID18 height accuracy estimate available here.
 HU0144
 HU0144.Click photographs - Photos may exist for this station.
 HU0144
 HU0144.The dynamic height is computed by dividing the NAVD 88
 HU0144.geopotential number by the normal gravity value computed on the
 HU0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0144.degrees latitude (g = 980.6199 gals.).
 HU0144
 HU0144.The modeled gravity was interpolated from observed gravity values.
 HU0144
 HU0144;                    North         East    Units  Estimated Accuracy
 HU0144;SPC DE       -    61,880.      222,052.      MT  (+/- 10 meters HH2 GPS)
 HU0144
 HU0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH8573967652(NAD 83)
 HU0144
 HU0144                          SUPERSEDED SURVEY CONTROL
 HU0144
 HU0144  NGVD 29 (??/??/??)    3.69   (m)           12.1    (f) RESET       3  
 HU0144
 HU0144.Superseded values are not recommended for survey control.
 HU0144
 HU0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0144.See file dsdata.pdf to determine how the superseded data were derived.
 HU0144
 HU0144_MARKER: DB = BENCH MARK DISK
 HU0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0144_STAMPING: Y 28 1962 RESET 1963
 HU0144_MARK LOGO: CGS
 HU0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0144+STABILITY: SURFACE MOTION
 HU0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0144+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2012
 HU0144
 HU0144  HISTORY     - Date     Condition        Report By
 HU0144  HISTORY     - 1963     MONUMENTED       DEDHT
 HU0144  HISTORY     - 1963     GOOD             CGS
 HU0144  HISTORY     - 1981     GOOD             UDE
 HU0144  HISTORY     - 19901030 GOOD             NGS
 HU0144  HISTORY     - 20120210 GOOD             DELCOS
 HU0144
 HU0144                          STATION DESCRIPTION
 HU0144
 HU0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0144'4.6 MI E FROM DAGSBORO.
 HU0144'4.55 MILES EAST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE IN
 HU0144'DAGSBORO, 109.30 FEET NORTH OF THE CENTERLINE OF HIGHWAY 26, 60
 HU0144'FEET EAST AND ACROSS COUNTY ROAD 345 (DIRT ROAD) FROM THE
 HU0144'NORTHEAST CORNER OF A ONE-STORIED FRAME HOUSE, 25 FEET EAST OF THE
 HU0144'CENTERLINE OF COUNTY ROAD 345 AND SET IN THE TOP OF A CONCRETE
 HU0144'POST.
 HU0144
 HU0144                          STATION RECOVERY (1981)
 HU0144
 HU0144'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0144'RECOVERED IN GOOD CONDITION.
 HU0144
 HU0144                          STATION RECOVERY (1990)
 HU0144
 HU0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0144'3.2 KM (2.0 MI) WESTERLY ALONG STATE HIGHWAY 26 FROM THE JUNCTION OF
 HU0144'STATE HIGHWAY 17 IN MILLVILLE, 34.5 M (113.2 FT) NORTH OF AND LEVEL
 HU0144'WITH THE HIGHWAY CENTERLINE, 21.7 M (71.2 FT) WEST OF THE SOUTHWEST
 HU0144'CORNER OF A HOUSE, 7.7 M (25.3 FT) EAST OF THE CENTER OF COUNTY ROAD
 HU0144'345, 2.3 M (7.5 FT) NORTH OF A GUY WIRE ANCHOR, 1.6 M (5.2 FT) SOUTH
 HU0144'OF UTILITY POLE NUMBER 59352 00069, 1.6 M (5.2 FT) SOUTH OF UTILITY
 HU0144'PEDESTAL NUMBER BJ 62, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE
 HU0144'THE GROUND SURFACE.
 HU0144
 HU0144                          STATION RECOVERY (2012)
 HU0144
 HU0144'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0144'UTILITY POLE NUMBER 59352 0069 IS NOW NUMBERED 81551.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0202 ***********************************************************************
 HU0202  DESIGNATION -  Y 29
 HU0202  PID         -  HU0202
 HU0202  STATE/COUNTY-  DE/SUSSEX
 HU0202  COUNTRY     -  US
 HU0202  USGS QUAD   -  MILTON (2016)
 HU0202
 HU0202                         *CURRENT SURVEY CONTROL
 HU0202  ______________________________________________________________________
 HU0202* NAD 83(1986) POSITION- 38 48 10.     (N) 075 16 09.     (W)   SCALED
 HU0202* NAVD 88 ORTHO HEIGHT -     4.014 (meters)       13.17  (feet) ADJUSTED
 HU0202  ______________________________________________________________________
 HU0202  GEOID HEIGHT    -        -35.568 (meters)                     GEOID18
 HU0202  DYNAMIC HEIGHT  -          4.012 (meters)       13.16  (feet) COMP
 HU0202  MODELED GRAVITY -    980,036.9   (mgal)                       NAVD 88
 HU0202
 HU0202  VERT ORDER      -  SECOND    CLASS 0
 HU0202
 HU0202.The horizontal coordinates were scaled from a map and have
 HU0202.an estimated accuracy of +/- 6 seconds.
 HU0202
 HU0202.The orthometric height was determined by differential leveling and
 HU0202.adjusted by the NATIONAL GEODETIC SURVEY
 HU0202.in June 1991.
 HU0202
 HU0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0202.GEOID18 height accuracy estimate available here.
 HU0202
 HU0202.Click photographs - Photos may exist for this station.
 HU0202
 HU0202.The dynamic height is computed by dividing the NAVD 88
 HU0202.geopotential number by the normal gravity value computed on the
 HU0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0202.degrees latitude (g = 980.6199 gals.).
 HU0202
 HU0202.The modeled gravity was interpolated from observed gravity values.
 HU0202
 HU0202;                    North         East    Units  Estimated Accuracy
 HU0202;SPC DE       -    89,120.      212,810.      MT  (+/- 180 meters Scaled)
 HU0202
 HU0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH766949(NAD 83)
 HU0202
 HU0202                          SUPERSEDED SURVEY CONTROL
 HU0202
 HU0202  NGVD 29 (11/26/84)    4.253  (m)           13.95   (f) ADJUSTED    2 0
 HU0202
 HU0202.Superseded values are not recommended for survey control.
 HU0202
 HU0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0202.See file dsdata.pdf to determine how the superseded data were derived.
 HU0202
 HU0202_MARKER: DB = BENCH MARK DISK
 HU0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0202_STAMPING: Y 29 1962
 HU0202_MARK LOGO: CGS
 HU0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0202+STABILITY: SURFACE MOTION
 HU0202
 HU0202  HISTORY     - Date     Condition        Report By
 HU0202  HISTORY     - 1962     MONUMENTED       CGS
 HU0202  HISTORY     - 20100414 MARK NOT FOUND   DEDT
 HU0202  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU0202
 HU0202                          STATION DESCRIPTION
 HU0202
 HU0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0202'5.5 MI NW FROM NASSAU.
 HU0202'5.5 MILES NORTHWEST ON STATE HIGHWAY 14 FROM THE CROSSING OF THE
 HU0202'PENNSYLVANIA RAILROAD AT NASSAU.  0.2 MILE SOUTHEAST OF THE
 HU0202'JUNCTION OF STATE HIGHWAYS 16 AND 14, 38 FEET SOUTHWEST OF THE
 HU0202'CENTER LINE OF HIGHWAY 14, 10 FEET SOUTHWEST OF THE SOUTHEAST END
 HU0202'OF A TILE CULVERT UNDER THE DRIVEWAY TO A FIELD, 6.4 FEET
 HU0202'SOUTHEAST OF A FENCE CORNER AT A T FENCE, 1.5 FEET NORTHEAST OF
 HU0202'FENCE LINE, 1.5 FEET NORTHWEST OF A WOODEN WITNESS POST AND 1
 HU0202'FOOT ABOVE THE HIGHWAY.  SET IN THE TOP OF A CONCRETE POST
 HU0202'PROJECTING 2 INCHES.
 HU0202
 HU0202                          STATION RECOVERY (2010)
 HU0202
 HU0202'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (JC)
 HU0202'MARK NOT FOUND.
 HU0202
 HU0202                          STATION RECOVERY (2012)
 HU0202
 HU0202'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0202'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0203 ***********************************************************************
 HU0203  DESIGNATION -  Y 29 RESET
 HU0203  PID         -  HU0203
 HU0203  STATE/COUNTY-  DE/SUSSEX
 HU0203  COUNTRY     -  US
 HU0203  USGS QUAD   -  MILTON (2016)
 HU0203
 HU0203                         *CURRENT SURVEY CONTROL
 HU0203  ______________________________________________________________________
 HU0203* NAD 83(1986) POSITION- 38 48 10.     (N) 075 16 09.     (W)   SCALED
 HU0203* NAVD 88 ORTHO HEIGHT -     3.84  (meters)       12.6   (feet) RESET
 HU0203  ______________________________________________________________________
 HU0203  GEOID HEIGHT    -        -35.568 (meters)                     GEOID18
 HU0203  VERT ORDER      -  THIRD
 HU0203
 HU0203.The horizontal coordinates were scaled from a map and have
 HU0203.an estimated accuracy of +/- 6 seconds.
 HU0203
 HU0203.The orthometric height was computed from unverified reset data.
 HU0203
 HU0203.No vertical observational check was made to the station.
 HU0203
 HU0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0203.GEOID18 height accuracy estimate available here.
 HU0203
 HU0203.Click photographs - Photos may exist for this station.
 HU0203
 HU0203;                    North         East    Units  Estimated Accuracy
 HU0203;SPC DE       -    89,120.      212,810.      MT  (+/- 180 meters Scaled)
 HU0203
 HU0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH766949(NAD 83)
 HU0203
 HU0203                          SUPERSEDED SURVEY CONTROL
 HU0203
 HU0203  NGVD 29 (??/??/??)    4.08   (m)           13.4    (f) RESET       3  
 HU0203
 HU0203.Superseded values are not recommended for survey control.
 HU0203
 HU0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0203.See file dsdata.pdf to determine how the superseded data were derived.
 HU0203
 HU0203_MARKER: DB = BENCH MARK DISK
 HU0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0203_STAMPING: Y 29 RESET 1965
 HU0203_MARK LOGO: CGS
 HU0203_PROJECTION: FLUSH
 HU0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0203+STABILITY: SURFACE MOTION
 HU0203
 HU0203  HISTORY     - Date     Condition        Report By
 HU0203  HISTORY     - 1965     MONUMENTED       DEDHT
 HU0203  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0203
 HU0203                          STATION DESCRIPTION
 HU0203
 HU0203'DESCRIBED BY DE DEPT OF HIGHWAYS 1965
 HU0203'5.5 MI NW FROM NASSAU.
 HU0203'5.5 MILES NORTHWEST OF NASSAU ON STATE HIGHWAY 14 FROM THE
 HU0203'CROSSING OF THE PENNSYLVANIA RAILROAD AT NASSAU, 0.20 MILES
 HU0203'SOUTH OF THE JUNCTION OF STATE HIGHWAYS 16 AND 14, 28 FT EAST OF
 HU0203'THE PRESENT CENTERLINE OF ROUTE 14 (NORTH BOUND LANE OF PROPOSED
 HU0203'DUAL) AND ABOUT LEVEL WITH HIGHWAY OPPOSITE STATION 330+35 CONT.
 HU0203'65-01-002.  A WITNESS POST PAINTED WHITE IS SET 2.50 SOUTH OF
 HU0203'BENCH MARK WHICH IS SET IN A 8 IN X 8 IN CONCRETE MONUMENT
 HU0203'FLUSH WITH THE EXISTING GROUND.
 HU0203
 HU0203                          STATION RECOVERY (1981)
 HU0203
 HU0203'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0203'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0194 ***********************************************************************
 HU0194  DESIGNATION -  Y 30
 HU0194  PID         -  HU0194
 HU0194  STATE/COUNTY-  DE/SUSSEX
 HU0194  COUNTRY     -  US
 HU0194  USGS QUAD   -  MILTON (2016)
 HU0194
 HU0194                         *CURRENT SURVEY CONTROL
 HU0194  ______________________________________________________________________
 HU0194* NAD 83(1986) POSITION- 38 49 00.81   (N) 075 17 53.69   (W)   HD_HELD1
 HU0194* NAVD 88 ORTHO HEIGHT -     6.742 (meters)       22.12  (feet) ADJUSTED
 HU0194  ______________________________________________________________________
 HU0194  GEOID HEIGHT    -        -35.535 (meters)                     GEOID18
 HU0194  DYNAMIC HEIGHT  -          6.738 (meters)       22.11  (feet) COMP
 HU0194  MODELED GRAVITY -    980,037.2   (mgal)                       NAVD 88
 HU0194
 HU0194  VERT ORDER      -  FIRST     CLASS II
 HU0194
 HU0194.The horizontal coordinates were determined by differentially corrected
 HU0194.hand held GPS observations or other comparable positioning techniques
 HU0194.and have an estimated accuracy of +/- 3 meters.
 HU0194
 HU0194.The orthometric height was determined by differential leveling and
 HU0194.adjusted by the NATIONAL GEODETIC SURVEY
 HU0194.in January 2013.
 HU0194
 HU0194.No vertical observational check was made to the station.
 HU0194
 HU0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0194.GEOID18 height accuracy estimate available here.
 HU0194
 HU0194.Click photographs - Photos may exist for this station.
 HU0194
 HU0194.The dynamic height is computed by dividing the NAVD 88
 HU0194.geopotential number by the normal gravity value computed on the
 HU0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0194.degrees latitude (g = 980.6199 gals.).
 HU0194
 HU0194.The modeled gravity was interpolated from observed gravity values.
 HU0194
 HU0194;                    North         East    Units  Estimated Accuracy
 HU0194;SPC DE       -    90,684.6     210,284.6     MT  (+/- 3 meters HH1 GPS) 
 HU0194
 HU0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7410796499(NAD 83)
 HU0194
 HU0194                          SUPERSEDED SURVEY CONTROL
 HU0194
 HU0194  NAVD 88 (06/15/91)    6.735  (m)           22.10   (f) SUPERSEDED  2 0
 HU0194  NGVD 29 (11/26/84)    6.974  (m)           22.88   (f) ADJUSTED    2 0
 HU0194
 HU0194.Superseded values are not recommended for survey control.
 HU0194
 HU0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0194.See file dsdata.pdf to determine how the superseded data were derived.
 HU0194
 HU0194_MARKER: DB = BENCH MARK DISK
 HU0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0194_STAMPING: Y 30 1962
 HU0194_MARK LOGO: CGS
 HU0194_PROJECTION: RECESSED 10 CENTIMETERS
 HU0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0194+STABILITY: SURFACE MOTION
 HU0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0194+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2011
 HU0194
 HU0194  HISTORY     - Date     Condition        Report By
 HU0194  HISTORY     - 1962     MONUMENTED       CGS
 HU0194  HISTORY     - 1981     GOOD             UDE
 HU0194  HISTORY     - 20110131 GOOD             USFWS
 HU0194  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU0194
 HU0194                          STATION DESCRIPTION
 HU0194
 HU0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0194'4.5 MI SE FROM ARGO CORNERS.
 HU0194'4.5 MILES SOUTHEAST ON STATE HIGHWAY 14 FROM THE CROSSROADS AT
 HU0194'ARGO CORNERS OR 7.35 MILES NORTHWEST ON HIGHWAY 14 FROM THE CROSSING
 HU0194'OF THE PENNSYLVANIA RAILROAD AT NASSAU.  56.5 FEET SOUTH OF THE
 HU0194'SOUTH CORNER OF A ONE STORIED BRICK HOUSE, 44 FEET NORTHEAST OF
 HU0194'THE CENTER LINE OF HIGHWAY 14, 15 FEET SOUTHEAST OF THE CENTER OF
 HU0194'THE DRIVEWAY TO THE HOUSE AND 2.5 FEET NORTHWEST OF A METAL WITNESS
 HU0194'POST.  SET IN THE TOP OF A CONCRETE POST LEVEL WITH THE GROUND.
 HU0194
 HU0194                          STATION RECOVERY (1981)
 HU0194
 HU0194'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0194'NOTE--BURIED IN A FLOWER BED AT LOCATION.
 HU0194
 HU0194                          STATION RECOVERY (2011)
 HU0194
 HU0194'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2011 (MJH)
 HU0194'RECOVERED IN GOOD CONDITION.
 HU0194'
 HU0194'NOTE-THE STATION IS LOCATED IN A LAWN AND IS 0.1 M (0.3 FT) BELOW THE
 HU0194'GROUND LEVEL.
 HU0194
 HU0194                          STATION RECOVERY (2012)
 HU0194
 HU0194'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0194'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0748 ***********************************************************************
 HU0748  DESIGNATION -  Y 33
 HU0748  PID         -  HU0748
 HU0748  STATE/COUNTY-  DE/SUSSEX
 HU0748  COUNTRY     -  US
 HU0748  USGS QUAD   -  GREENWOOD (2016)
 HU0748
 HU0748                         *CURRENT SURVEY CONTROL
 HU0748  ______________________________________________________________________
 HU0748* NAD 83(1986) POSITION- 38 47 58.     (N) 075 35 39.     (W)   SCALED
 HU0748* NAVD 88 ORTHO HEIGHT -    13.729 (meters)       45.04  (feet) ADJUSTED
 HU0748  ______________________________________________________________________
 HU0748  GEOID HEIGHT    -        -35.378 (meters)                     GEOID18
 HU0748  DYNAMIC HEIGHT  -         13.720 (meters)       45.01  (feet) COMP
 HU0748  MODELED GRAVITY -    980,030.2   (mgal)                       NAVD 88
 HU0748
 HU0748  VERT ORDER      -  FIRST     CLASS I
 HU0748
 HU0748.The horizontal coordinates were scaled from a map and have
 HU0748.an estimated accuracy of +/- 6 seconds.
 HU0748
 HU0748.The orthometric height was determined by differential leveling and
 HU0748.adjusted by the NATIONAL GEODETIC SURVEY
 HU0748.in June 1991.
 HU0748
 HU0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0748.GEOID18 height accuracy estimate available here.
 HU0748
 HU0748.Click photographs - Photos may exist for this station.
 HU0748
 HU0748.The dynamic height is computed by dividing the NAVD 88
 HU0748.geopotential number by the normal gravity value computed on the
 HU0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0748.degrees latitude (g = 980.6199 gals.).
 HU0748
 HU0748.The modeled gravity was interpolated from observed gravity values.
 HU0748
 HU0748;                    North         East    Units  Estimated Accuracy
 HU0748;SPC DE       -    88,760.      184,580.      MT  (+/- 180 meters Scaled)
 HU0748
 HU0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH484946(NAD 83)
 HU0748
 HU0748                          SUPERSEDED SURVEY CONTROL
 HU0748
 HU0748  NGVD 29 (11/26/84)   13.976  (m)           45.85   (f) ADJUSTED    1 1
 HU0748
 HU0748.Superseded values are not recommended for survey control.
 HU0748
 HU0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0748.See file dsdata.pdf to determine how the superseded data were derived.
 HU0748
 HU0748_MARKER: DB = BENCH MARK DISK
 HU0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0748_STAMPING: Y 33 1963
 HU0748_MARK LOGO: CGS
 HU0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0748+STABILITY: SURFACE MOTION
 HU0748
 HU0748  HISTORY     - Date     Condition        Report By
 HU0748  HISTORY     - 1963     MONUMENTED       CGS
 HU0748  HISTORY     - 1981     GOOD             UDE
 HU0748
 HU0748                          STATION DESCRIPTION
 HU0748
 HU0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0748'0.5 MI S FROM GREENWOOD.
 HU0748'0.5 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0748'AT GREENWOOD, 63 FEET NORTHWEST OF MILEPOST 73, 48.5 FEET WEST OF
 HU0748'WEST RAIL, 3 1/2 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET NORTH
 HU0748'OF A STEEL WITNESS POST, 2 FEET BELOW LEVEL OF TRACK, AND SET IN
 HU0748'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 HU0748
 HU0748                          STATION RECOVERY (1981)
 HU0748
 HU0748'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0748'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1093 ***********************************************************************
 JU1093  DESIGNATION -  Y 34
 JU1093  PID         -  JU1093
 JU1093  STATE/COUNTY-  DE/KENT
 JU1093  COUNTRY     -  US
 JU1093  USGS QUAD   -  DOVER (2016)
 JU1093
 JU1093                         *CURRENT SURVEY CONTROL
 JU1093  ______________________________________________________________________
 JU1093* NAD 83(1986) POSITION- 39 13 47.     (N) 075 35 46.     (W)   SCALED
 JU1093* NAVD 88 ORTHO HEIGHT -    13.260 (meters)       43.50  (feet) ADJUSTED
 JU1093  ______________________________________________________________________
 JU1093  GEOID HEIGHT    -        -34.046 (meters)                     GEOID18
 JU1093  DYNAMIC HEIGHT  -         13.253 (meters)       43.48  (feet) COMP
 JU1093  MODELED GRAVITY -    980,100.1   (mgal)                       NAVD 88
 JU1093
 JU1093  VERT ORDER      -  FIRST     CLASS I
 JU1093
 JU1093.The horizontal coordinates were scaled from a map and have
 JU1093.an estimated accuracy of +/- 6 seconds.
 JU1093
 JU1093.The orthometric height was determined by differential leveling and
 JU1093.adjusted by the NATIONAL GEODETIC SURVEY
 JU1093.in June 1991.
 JU1093
 JU1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1093.GEOID18 height accuracy estimate available here.
 JU1093
 JU1093.Click photographs - Photos may exist for this station.
 JU1093
 JU1093.The dynamic height is computed by dividing the NAVD 88
 JU1093.geopotential number by the normal gravity value computed on the
 JU1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1093.degrees latitude (g = 980.6199 gals.).
 JU1093
 JU1093.The modeled gravity was interpolated from observed gravity values.
 JU1093
 JU1093;                    North         East    Units  Estimated Accuracy
 JU1093;SPC DE       -   136,520.      184,510.      MT  (+/- 180 meters Scaled)
 JU1093
 JU1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ485424(NAD 83)
 JU1093
 JU1093                          SUPERSEDED SURVEY CONTROL
 JU1093
 JU1093  NGVD 29 (11/26/84)   13.499  (m)           44.29   (f) ADJUSTED    1 1
 JU1093
 JU1093.Superseded values are not recommended for survey control.
 JU1093
 JU1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1093.See file dsdata.pdf to determine how the superseded data were derived.
 JU1093
 JU1093_MARKER: DB = BENCH MARK DISK
 JU1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1093_STAMPING: Y 34 1963
 JU1093_MARK LOGO: CGS
 JU1093_PROJECTION: PROJECTING 8 CENTIMETERS
 JU1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1093+STABILITY: SURFACE MOTION
 JU1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1093+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2001
 JU1093
 JU1093  HISTORY     - Date     Condition        Report By
 JU1093  HISTORY     - 1963     MONUMENTED       CGS
 JU1093  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1093  HISTORY     - 19910801 MARK NOT FOUND   USGS
 JU1093  HISTORY     - 20010915 GOOD             USPSQD
 JU1093  HISTORY     - 20081023 MARK NOT FOUND   DEDT
 JU1093
 JU1093                          STATION DESCRIPTION
 JU1093
 JU1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1093'1 MI NW FROM CHESWOLD.
 JU1093'0.95 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM
 JU1093'THE CROSSING OF STATE HIGHWAY 42 AT CHESWOLD, ABOUT 0.5 MILE
 JU1093'SOUTH OF MILEPOST 41, AT A SAND ROAD CROSSING, 158 FEET NORTH
 JU1093'OF THE CENTER OF THE CROSSING, 44 FEET NORTHEAST OF THE
 JU1093'NORTHEAST RAIL, 3 1/2 FEET NORTHWEST OF POWER POLE 797, 1.5
 JU1093'FEET SOUTHEAST OF A STEEL WITNESS POST, ABOUT LEVEL WITH TRACK,
 JU1093'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 JU1093
 JU1093                          STATION RECOVERY (1981)
 JU1093
 JU1093'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1093'MARK NOT FOUND.
 JU1093
 JU1093                          STATION RECOVERY (1991)
 JU1093
 JU1093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1093'MARK NOT FOUND.
 JU1093
 JU1093                          STATION RECOVERY (2001)
 JU1093
 JU1093'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAL)
 JU1093'RECOVERED IN GOOD CONDITION.
 JU1093
 JU1093                          STATION RECOVERY (2008)
 JU1093
 JU1093'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 JU1093'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0051 ***********************************************************************
 HU0051  DESIGNATION -  Y 35
 HU0051  PID         -  HU0051
 HU0051  STATE/COUNTY-  DE/SUSSEX
 HU0051  COUNTRY     -  US
 HU0051  USGS QUAD   -  MILFORD (2016)
 HU0051
 HU0051                         *CURRENT SURVEY CONTROL
 HU0051  ______________________________________________________________________
 HU0051* NAD 83(1986) POSITION- 38 53 58.57   (N) 075 25 34.07   (W)   HD_HELD1
 HU0051* NAVD 88 ORTHO HEIGHT -     8.304 (meters)       27.24  (feet) ADJUSTED
 HU0051  ______________________________________________________________________
 HU0051  GEOID HEIGHT    -        -35.317 (meters)                     GEOID18
 HU0051  DYNAMIC HEIGHT  -          8.299 (meters)       27.23  (feet) COMP
 HU0051  MODELED GRAVITY -    980,041.4   (mgal)                       NAVD 88
 HU0051
 HU0051  VERT ORDER      -  FIRST     CLASS I
 HU0051
 HU0051.The horizontal coordinates were determined by differentially corrected
 HU0051.hand held GPS observations or other comparable positioning techniques
 HU0051.and have an estimated accuracy of +/- 3 meters.
 HU0051
 HU0051.The orthometric height was determined by differential leveling and
 HU0051.adjusted by the NATIONAL GEODETIC SURVEY
 HU0051.in June 1991.
 HU0051
 HU0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0051.GEOID18 height accuracy estimate available here.
 HU0051
 HU0051.Click photographs - Photos may exist for this station.
 HU0051
 HU0051.The dynamic height is computed by dividing the NAVD 88
 HU0051.geopotential number by the normal gravity value computed on the
 HU0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0051.degrees latitude (g = 980.6199 gals.).
 HU0051
 HU0051.The modeled gravity was interpolated from observed gravity values.
 HU0051
 HU0051;                    North         East    Units  Estimated Accuracy
 HU0051;SPC DE       -    99,860.0     199,179.0     MT  (+/- 3 meters HH1 GPS) 
 HU0051
 HU0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6304805721(NAD 83)
 HU0051
 HU0051                          SUPERSEDED SURVEY CONTROL
 HU0051
 HU0051  NGVD 29 (11/26/84)    8.549  (m)           28.05   (f) ADJUSTED    1 1
 HU0051
 HU0051.Superseded values are not recommended for survey control.
 HU0051
 HU0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0051.See file dsdata.pdf to determine how the superseded data were derived.
 HU0051
 HU0051_MARKER: DB = BENCH MARK DISK
 HU0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0051_STAMPING: Y 35 1963
 HU0051_MARK LOGO: CGS
 HU0051_PROJECTION: PROJECTING 10 CENTIMETERS
 HU0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0051+STABILITY: SURFACE MOTION
 HU0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0051+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2022
 HU0051
 HU0051  HISTORY     - Date     Condition        Report By
 HU0051  HISTORY     - 1963     MONUMENTED       CGS
 HU0051  HISTORY     - 1981     GOOD             UDE
 HU0051  HISTORY     - 20040828 GOOD             USPSQD
 HU0051  HISTORY     - 20100625 GOOD             BECMOR
 HU0051  HISTORY     - 20120207 GOOD             DELCOS
 HU0051  HISTORY     - 20220429 GOOD             INDIV
 HU0051
 HU0051                          STATION DESCRIPTION
 HU0051
 HU0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0051'0.8 MI S FROM MILFORD.
 HU0051'ABOUT 0.85 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0051'AT MILFORD, ABOUT 0.1 MILE SOUTH OF MILEPOST 9, AT THE CROSSING
 HU0051'OF MC COY AVENUE, 101 FEET NORTH-NORTHEAST OF THE CENTER OF THE
 HU0051'CROSSING, 21.5 FEET EAST OF THE EAST RAIL, 21 FEET WEST OF THE
 HU0051'CENTER LINE OF WASHINGTON STREET, 7 1/2 FEET WEST OF TELEPHONE POLE
 HU0051'220, 1.3 FEET SOUTH OF A GUY WIRE BASE, 1.5 FEET NORTH OF A STEEL
 HU0051'WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE TRACK, SET IN THE TOP OF
 HU0051'A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 HU0051
 HU0051                          STATION RECOVERY (1981)
 HU0051
 HU0051'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0051'RECOVERED IN GOOD CONDITION.
 HU0051
 HU0051                          STATION RECOVERY (2004)
 HU0051
 HU0051'RECOVERY NOTE BY US POWER SQUADRON 2004 (BH)
 HU0051'RECOVERED IN GOOD CONDITION.
 HU0051
 HU0051                          STATION RECOVERY (2010)
 HU0051
 HU0051'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 HU0051'OPUS-RS (SPC 0700 2010) N=99860M E=199179M
 HU0051
 HU0051                          STATION RECOVERY (2012)
 HU0051
 HU0051'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0051'RECOVERED IN GOOD CONDITION.
 HU0051
 HU0051                          STATION RECOVERY (2022)
 HU0051
 HU0051'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2022 (CZ)
 HU0051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1031 ***********************************************************************
 JU1031  DESIGNATION -  Y 36
 JU1031  PID         -  JU1031
 JU1031  STATE/COUNTY-  DE/KENT
 JU1031  COUNTRY     -  US
 JU1031  USGS QUAD   -  LITTLE CREEK (2016)
 JU1031
 JU1031                         *CURRENT SURVEY CONTROL
 JU1031  ______________________________________________________________________
 JU1031* NAD 83(2011) POSITION- 39 10 24.74790(N) 075 24 52.55003(W)   ADJUSTED
 JU1031* NAD 83(2011) ELLIP HT-   -33.481 (meters)        (12/20/17)   ADJUSTED
 JU1031* NAD 83(2011) EPOCH   -  2010.00
 JU1031* NAVD 88 ORTHO HEIGHT -     1.016 (meters)        3.33  (feet) ADJUSTED
 JU1031  ______________________________________________________________________
 JU1031  GEOID HEIGHT    -        -34.483 (meters)                     GEOID18
 JU1031  NAD 83(2011) X  -  1,246,813.553 (meters)                     COMP
 JU1031  NAD 83(2011) Y  - -4,791,595.147 (meters)                     COMP
 JU1031  NAD 83(2011) Z  -  4,007,250.010 (meters)                     COMP
 JU1031  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC18
 JU1031  DYNAMIC HEIGHT  -          1.015 (meters)        3.33  (feet) COMP
 JU1031  MODELED GRAVITY -    980,088.4   (mgal)                       NAVD 88
 JU1031
 JU1031  VERT ORDER      -  FIRST     CLASS II
 JU1031
 JU1031  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU1031  Standards:
 JU1031         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU1031            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU1031  -------------------------------------------------------------------
 JU1031  NETWORK    0.70   0.80           0.30   0.27   0.41     -0.00907219
 JU1031  -------------------------------------------------------------------
 JU1031  Click here for local accuracies and other accuracy information.
 JU1031
 JU1031.The horizontal coordinates were established by GPS observations
 JU1031.and adjusted by the MASER CONSULTING in December 2017.
 JU1031
 JU1031.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU1031.been affixed to the stable North American tectonic plate. See 
 JU1031.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU1031
 JU1031.The horizontal coordinates are valid at the epoch date displayed above
 JU1031.which is a decimal equivalence of Year/Month/Day.
 JU1031
 JU1031.The orthometric height was determined by differential leveling and
 JU1031.adjusted by the NATIONAL GEODETIC SURVEY
 JU1031.in January 2013.
 JU1031
 JU1031.No vertical observational check was made to the station.
 JU1031
 JU1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1031.GEOID18 height accuracy estimate available here.
 JU1031
 JU1031.Click photographs - Photos may exist for this station.
 JU1031
 JU1031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU1031
 JU1031.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU1031
 JU1031.The ellipsoidal height was determined by GPS observations
 JU1031.and is referenced to NAD 83.
 JU1031
 JU1031.The dynamic height is computed by dividing the NAVD 88
 JU1031.geopotential number by the normal gravity value computed on the
 JU1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1031.degrees latitude (g = 980.6199 gals.).
 JU1031
 JU1031.The modeled gravity was interpolated from observed gravity values.
 JU1031
 JU1031. The following values were computed from the NAD 83(2011) position.
 JU1031
 JU1031;                    North         East     Units Scale Factor Converg.
 JU1031;SPC DE       -   130,271.351   200,178.828   MT  0.99999500   +0 00 04.7
 JU1031;SPC DE       -   427,398.59    656,753.37   sFT  0.99999500   +0 00 04.7
 JU1031;UTM  18      - 4,336,116.759   464,187.098   MT  0.99961579   -0 15 42.8
 JU1031
 JU1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU1031!SPC DE       -   1.00000525  x   0.99999500  =   1.00000025
 JU1031!UTM  18      -   1.00000525  x   0.99961579  =   0.99962104
 JU1031
 JU1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6418736116(NAD 83)
 JU1031
 JU1031                          SUPERSEDED SURVEY CONTROL
 JU1031
 JU1031  NAVD 88 (06/15/91)    1.232  (m)            4.04   (f) SUPERSEDED  1 1
 JU1031  NGVD 29 (11/26/84)    1.471  (m)            4.83   (f) ADJUSTED    1 1
 JU1031
 JU1031.Superseded values are not recommended for survey control.
 JU1031
 JU1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1031.See file dsdata.pdf to determine how the superseded data were derived.
 JU1031
 JU1031_MARKER: DB = BENCH MARK DISK
 JU1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1031_STAMPING: Y 36 1963
 JU1031_MARK LOGO: CGS
 JU1031_PROJECTION: PROJECTING 5 CENTIMETERS
 JU1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1031+STABILITY: SURFACE MOTION
 JU1031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU1031+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2013
 JU1031
 JU1031  HISTORY     - Date     Condition        Report By
 JU1031  HISTORY     - 1963     MONUMENTED       CGS
 JU1031  HISTORY     - 1973     GOOD             NGS
 JU1031  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1031  HISTORY     - 19910822 MARK NOT FOUND   USGS
 JU1031  HISTORY     - 20100124 GOOD             BECMOR
 JU1031  HISTORY     - 20110131 GOOD             USFWS
 JU1031  HISTORY     - 20130715 GOOD             DELCOS
 JU1031
 JU1031                          STATION DESCRIPTION
 JU1031
 JU1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1031'1.9 MI E FROM LITTLE CREEK.
 JU1031'1.9 MILES EAST ALONG A BLACK TOP ROAD LEADING TO PORT MAHON
 JU1031'FROM THE SCHOOL AT LITTLE CREEK, ABOUT 0.55 MILE EAST OF
 JU1031'A WOODEN BRIDGE, ABOUT 0.35 MILE SOUTHWEST OF ANOTHER WOODEN
 JU1031'BRIDGE, 15.5 FEET NORTH OF CENTERLINE OF THE ROAD, 8 FEET
 JU1031'SOUTH OF TELEPHONE POLE 59, 1.5 FEET EAST OF A STEEL WITNESS
 JU1031'POST, 1/2 FOOT BELOW LEVEL OF ROAD, AND SET IN THE TOP OF A
 JU1031'CONCRETE POST PROJECTING 2 INCHS.
 JU1031
 JU1031                          STATION RECOVERY (1973)
 JU1031
 JU1031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JU1031'RECOVERED IN GOOD CONDITION.
 JU1031
 JU1031                          STATION RECOVERY (1981)
 JU1031
 JU1031'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1031'MARK NOT FOUND.
 JU1031
 JU1031                          STATION RECOVERY (1991)
 JU1031
 JU1031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 JU1031'MARK NOT FOUND.
 JU1031
 JU1031                          STATION RECOVERY (2010)
 JU1031
 JU1031'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1031'RECOVERED IN GOOD CONDITION.
 JU1031
 JU1031                          STATION RECOVERY (2011)
 JU1031
 JU1031'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2011 (MJH)
 JU1031'THE SCHOOL REFERNCED IN THE ORIGINAL DESCRIPTION IS NOW THE LITTLE
 JU1031'CREEK POST OFFICE.
 JU1031'
 JU1031'IT IS 63.12 M (207.1 FT) WEST OF A UTILITY POLE WITHOUT A NUMBER,
 JU1031'PRESUMED TO BE NUMBER 60, 60.90 M (199.8 FT) WEST-SOUTHWEST OF A
 JU1031'UTILITY POLE NUMBERED 58, 10.62 M (34.8 FT) NORTH-NORTHWEST OF A
 JU1031'UTILITY POLE WITHOUT A NUMBER AND PRESUMED TO BE NUMBER 59.
 JU1031
 JU1031                          STATION RECOVERY (2013)
 JU1031
 JU1031'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 JU1031'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1029 ***********************************************************************
 JU1029  DESIGNATION -  Y 37
 JU1029  PID         -  JU1029
 JU1029  STATE/COUNTY-  DE/KENT
 JU1029  COUNTRY     -  US
 JU1029  USGS QUAD   -  LITTLE CREEK (2016)
 JU1029
 JU1029                         *CURRENT SURVEY CONTROL
 JU1029  ______________________________________________________________________
 JU1029* NAD 83(1986) POSITION- 39 10 01.61   (N) 075 26 52.75   (W)   HD_HELD1
 JU1029* NAVD 88 ORTHO HEIGHT -     2.370 (meters)        7.78  (feet) ADJUSTED
 JU1029  ______________________________________________________________________
 JU1029  GEOID HEIGHT    -        -34.469 (meters)                     GEOID18
 JU1029  DYNAMIC HEIGHT  -          2.369 (meters)        7.77  (feet) COMP
 JU1029  MODELED GRAVITY -    980,087.7   (mgal)                       NAVD 88
 JU1029
 JU1029  VERT ORDER      -  FIRST     CLASS I
 JU1029
 JU1029.The horizontal coordinates were determined by differentially corrected
 JU1029.hand held GPS observations or other comparable positioning techniques
 JU1029.and have an estimated accuracy of +/- 3 meters.
 JU1029
 JU1029.The orthometric height was determined by differential leveling and
 JU1029.adjusted by the NATIONAL GEODETIC SURVEY
 JU1029.in June 1991.
 JU1029
 JU1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1029.GEOID18 height accuracy estimate available here.
 JU1029
 JU1029.Click photographs - Photos may exist for this station.
 JU1029
 JU1029.The dynamic height is computed by dividing the NAVD 88
 JU1029.geopotential number by the normal gravity value computed on the
 JU1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1029.degrees latitude (g = 980.6199 gals.).
 JU1029
 JU1029.The modeled gravity was interpolated from observed gravity values.
 JU1029
 JU1029;                    North         East    Units  Estimated Accuracy
 JU1029;SPC DE       -   129,558.3     197,293.3     MT  (+/- 3 meters HH1 GPS) 
 JU1029
 JU1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6129935417(NAD 83)
 JU1029
 JU1029                          SUPERSEDED SURVEY CONTROL
 JU1029
 JU1029  NGVD 29 (11/26/84)    2.609  (m)            8.56   (f) ADJUSTED    1 1
 JU1029
 JU1029.Superseded values are not recommended for survey control.
 JU1029
 JU1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1029.See file dsdata.pdf to determine how the superseded data were derived.
 JU1029
 JU1029_MARKER: DB = BENCH MARK DISK
 JU1029_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 JU1029+WITH SETTING: INTO GROUND
 JU1029_STAMPING: Y 37 1963
 JU1029_MARK LOGO: CGS
 JU1029_PROJECTION: PROJECTING 5 CENTIMETERS
 JU1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1029+STABILITY: SURFACE MOTION
 JU1029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1029+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2011
 JU1029
 JU1029  HISTORY     - Date     Condition        Report By
 JU1029  HISTORY     - 1963     MONUMENTED       CGS
 JU1029  HISTORY     - 1973     GOOD             NGS
 JU1029  HISTORY     - 1981     GOOD             UDE
 JU1029  HISTORY     - 1999     GOOD             USPSQD
 JU1029  HISTORY     - 20081023 POOR             DEDT
 JU1029  HISTORY     - 20100124 POOR             BECMOR
 JU1029  HISTORY     - 20110131 POOR             USFWS
 JU1029  HISTORY     - 20111121 POOR             DELCOS
 JU1029
 JU1029                          STATION DESCRIPTION
 JU1029
 JU1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1029'AT LITTLE CREEK.
 JU1029'AT LITTLE CREEK, AT THE JUNCTION OF STATE HIGHWAY 9 AND A BLACK
 JU1029'TOP ROAD LEADING EAST TO PORT MAHON, AT THE SCHOOL, NEAR THE
 JU1029'NORTHWEST CORNER OF THE FENCED PLAYGROUND, 24 FEET SOUTH OF
 JU1029'CENTERLINE OF THE ROAD LEADING EAST, 49.5 FEET NORTHEAST OF THE
 JU1029'NORTHWEST CORNER OF THE SCHOOL, 44 FEET NORTH OF THE NORTHEAST
 JU1029'CORNER OF THE SCHOOL, 3.4 FEET SOUTH OF THE NORTHWEST CORNER OF
 JU1029'THE FENCE, 1.8 FEET WEST OF THE FENCE LINE, 1.5 FEET EAST OF A
 JU1029'STEEL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IS A DISK
 JU1029'ON TOP OF A COPPER COATED STEEL ROAD PROJECTING 1 INCH ABOVE
 JU1029'GROUND AND PROTECTED BY A 6-INCH TILE WHICH PROJECTS 3 INCHES.
 JU1029
 JU1029                          STATION RECOVERY (1973)
 JU1029
 JU1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JU1029'RECOVERED IN GOOD CONDITION.
 JU1029
 JU1029                          STATION RECOVERY (1981)
 JU1029
 JU1029'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1029'RECOVERED IN GOOD CONDITION.
 JU1029
 JU1029                          STATION RECOVERY (1999)
 JU1029
 JU1029'RECOVERY NOTE BY US POWER SQUADRON 1999
 JU1029'RECOVERED IN GOOD CONDITION.
 JU1029
 JU1029                          STATION RECOVERY (2008)
 JU1029
 JU1029'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 JU1029'MARK RECOVERED IN POOR CONDITION.
 JU1029
 JU1029                          STATION RECOVERY (2010)
 JU1029
 JU1029'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1029'MARK RECOVERED IN POOR CONDITION.
 JU1029
 JU1029                          STATION RECOVERY (2011)
 JU1029
 JU1029'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2011 (MJH)
 JU1029'THE SCHOOL REFERENCED IN THE ORIGINAL DESCRIPTION IS NOW THE
 JU1029'LITTLE CREEK POST OFFICE.
 JU1029
 JU1029                          STATION RECOVERY (2011)
 JU1029
 JU1029'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2011
 JU1029'DAMAGED, DISC IS DISTURBED, EASILY CAN BE MOVED LEFT TO RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1910 ***********************************************************************
 JU1910  DESIGNATION -  Y 38
 JU1910  PID         -  JU1910
 JU1910  STATE/COUNTY-  DE/NEW CASTLE
 JU1910  COUNTRY     -  US
 JU1910  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1910
 JU1910                         *CURRENT SURVEY CONTROL
 JU1910  ______________________________________________________________________
 JU1910* NAD 83(1986) POSITION- 39 39 30.     (N) 075 34 58.     (W)   SCALED
 JU1910* NAVD 88 ORTHO HEIGHT -     5.144 (meters)       16.88  (feet) ADJUSTED
 JU1910  ______________________________________________________________________
 JU1910  GEOID HEIGHT    -        -33.111 (meters)                     GEOID18
 JU1910  DYNAMIC HEIGHT  -          5.141 (meters)       16.87  (feet) COMP
 JU1910  MODELED GRAVITY -    980,158.3   (mgal)                       NAVD 88
 JU1910
 JU1910  VERT ORDER      -  FIRST     CLASS I
 JU1910
 JU1910.The horizontal coordinates were scaled from a map and have
 JU1910.an estimated accuracy of +/- 6 seconds.
 JU1910
 JU1910.The orthometric height was determined by differential leveling and
 JU1910.adjusted by the NATIONAL GEODETIC SURVEY
 JU1910.in June 1991.
 JU1910
 JU1910.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1910.GEOID18 height accuracy estimate available here.
 JU1910
 JU1910.Click photographs - Photos may exist for this station.
 JU1910
 JU1910.The dynamic height is computed by dividing the NAVD 88
 JU1910.geopotential number by the normal gravity value computed on the
 JU1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1910.degrees latitude (g = 980.6199 gals.).
 JU1910
 JU1910.The modeled gravity was interpolated from observed gravity values.
 JU1910
 JU1910;                    North         East    Units  Estimated Accuracy
 JU1910;SPC DE       -   184,110.      185,750.      MT  (+/- 180 meters Scaled)
 JU1910
 JU1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ500899(NAD 83)
 JU1910
 JU1910                          SUPERSEDED SURVEY CONTROL
 JU1910
 JU1910  NGVD 29 (01/10/92)    5.391  (m)           17.69   (f) ADJUSTED    1 1
 JU1910  NGVD 29 (??/??/87)    5.391  (m)           17.69   (f) SUPERSEDED  1 1
 JU1910
 JU1910.Superseded values are not recommended for survey control.
 JU1910
 JU1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1910.See file dsdata.pdf to determine how the superseded data were derived.
 JU1910
 JU1910_MARKER: DB = BENCH MARK DISK
 JU1910_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU1910+WITH SETTING: PAVEMENT
 JU1910_SP_SET: BASE
 JU1910_STAMPING: Y 38 1963
 JU1910_MARK LOGO: CGS
 JU1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1910+STABILITY: SURFACE MOTION
 JU1910
 JU1910  HISTORY     - Date     Condition        Report By
 JU1910  HISTORY     - 1963     MONUMENTED       CGS
 JU1910  HISTORY     - 1964     GOOD             CGS
 JU1910  HISTORY     - 1976     GOOD             LOCENG
 JU1910  HISTORY     - 1979     GOOD             NGS
 JU1910  HISTORY     - 19891212 MARK NOT FOUND   USGS
 JU1910
 JU1910                          STATION DESCRIPTION
 JU1910
 JU1910'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1910'0.5 MI W FROM NEW CASTLE.
 JU1910'0.5 MILE WEST ALONG THE PENNSYLVANIA RAILROAD FROM THE TASKER
 JU1910'SWITCH TOWER AT NEW CASTLE, AT MILEPOST 7, 102 FEET SOUTHEAST
 JU1910'AND ACROSS TRACK FROM THE MILEPOST, SET ON TOP OF THE NORTH END
 JU1910'OF A CONCRETE BASE SUPPORTING STEEL POWER LINE POLE 35, 27 FEET
 JU1910'SOUTH OF SOUTH RAIL OF THE MAIN TRACK, AND ABOUT 1/2 FOOT ABOVE
 JU1910'LEVEL OF TRACK.
 JU1910
 JU1910                          STATION RECOVERY (1976)
 JU1910
 JU1910'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 JU1910'RECOVERED IN GOOD CONDITION.
 JU1910
 JU1910                          STATION RECOVERY (1979)
 JU1910
 JU1910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1910'RECOVERED IN GOOD CONDITION.
 JU1910
 JU1910                          STATION RECOVERY (1989)
 JU1910
 JU1910'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989
 JU1910'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0159 ***********************************************************************
 HU0159  DESIGNATION -  Y 4
 HU0159  PID         -  HU0159
 HU0159  STATE/COUNTY-  DE/SUSSEX
 HU0159  COUNTRY     -  US
 HU0159  USGS QUAD   -  MILLSBORO (2016)
 HU0159
 HU0159                         *CURRENT SURVEY CONTROL
 HU0159  ______________________________________________________________________
 HU0159* NAD 83(1986) POSITION- 38 36 19.     (N) 075 18 39.     (W)   SCALED
 HU0159* NAVD 88 ORTHO HEIGHT -     8.277 (meters)       27.16  (feet) ADJUSTED
 HU0159  ______________________________________________________________________
 HU0159  GEOID HEIGHT    -        -35.720 (meters)                     GEOID18
 HU0159  DYNAMIC HEIGHT  -          8.272 (meters)       27.14  (feet) COMP
 HU0159  MODELED GRAVITY -    980,022.0   (mgal)                       NAVD 88
 HU0159
 HU0159  VERT ORDER      -  SECOND    CLASS 0
 HU0159
 HU0159.The horizontal coordinates were scaled from a map and have
 HU0159.an estimated accuracy of +/- 6 seconds.
 HU0159
 HU0159.The orthometric height was determined by differential leveling and
 HU0159.adjusted by the NATIONAL GEODETIC SURVEY
 HU0159.in June 1991.
 HU0159
 HU0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0159.GEOID18 height accuracy estimate available here.
 HU0159
 HU0159.Click photographs - Photos may exist for this station.
 HU0159
 HU0159.The dynamic height is computed by dividing the NAVD 88
 HU0159.geopotential number by the normal gravity value computed on the
 HU0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0159.degrees latitude (g = 980.6199 gals.).
 HU0159
 HU0159.The modeled gravity was interpolated from observed gravity values.
 HU0159
 HU0159;                    North         East    Units  Estimated Accuracy
 HU0159;SPC DE       -    67,190.      209,220.      MT  (+/- 180 meters Scaled)
 HU0159
 HU0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH729730(NAD 83)
 HU0159
 HU0159                          SUPERSEDED SURVEY CONTROL
 HU0159
 HU0159  NGVD 29 (11/26/84)    8.516  (m)           27.94   (f) ADJUSTED    2 0
 HU0159
 HU0159.Superseded values are not recommended for survey control.
 HU0159
 HU0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0159.See file dsdata.pdf to determine how the superseded data were derived.
 HU0159
 HU0159_MARKER: DB = BENCH MARK DISK
 HU0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0159_STAMPING: Y 4 1935
 HU0159_MARK LOGO: CGS
 HU0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0159+STABILITY: SURFACE MOTION
 HU0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0159+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1990
 HU0159
 HU0159  HISTORY     - Date     Condition        Report By
 HU0159  HISTORY     - 1935     MONUMENTED       CGS
 HU0159  HISTORY     - 1942     GOOD             CGS
 HU0159  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0159  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 HU0159  HISTORY     - 19901101 GOOD             NGS
 HU0159
 HU0159                          STATION DESCRIPTION
 HU0159
 HU0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0159'1.7 MI N FROM MILLSBORO.
 HU0159'1.7 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0159'AT MILLSBORO, SUSSEX COUNTY, 300 FEET SOUTH OF MILEPOST 7, 54 FEET
 HU0159'NORTH OF A ONE-AND-ONE-HALF STORY CABIN, AT A ROAD CROSSING, 124
 HU0159'FEET NORTH OF THE CENTERLINE OF THE ROAD, 34 FEET WEST OF THE
 HU0159'CENTERLINE OF THE TRACK, 2 FEET NORTH OF A BOUNDARY POST, NEAR A
 HU0159'WHITE WITNESS POST, AND 5.5 FEET ABOVE THE TOP OF THE RAIL.  A
 HU0159'STANDARD DISK, STAMPED Y 4 1935 AND SET IN THE TOP OF A CONCRETE
 HU0159'POST PROJECTING 6 INCHES ABOVE GROUND.
 HU0159
 HU0159                          STATION RECOVERY (1981)
 HU0159
 HU0159'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0159'NOTE--THE CABINS REMAINS ARE THERE, YOU CAN TELL WHERE THE MARK
 HU0159'SHOULD BE,THE RAILROAD CO CHOSE THAT SPOT TO DUMP ALL THEIR OLD RR
 HU0159'TIES THERE.
 HU0159
 HU0159                          STATION RECOVERY (1987)
 HU0159
 HU0159'RECOVERY NOTE BY US POWER SQUADRON 1987 (DAP)
 HU0159'MARK NOT FOUND.
 HU0159
 HU0159                          STATION RECOVERY (1990)
 HU0159
 HU0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 HU0159'2.7 KM (1.7 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 113 FROM THE JUNCTION
 HU0159'OF STATE HIGHWAY 24 IN MILLSBORO, THENCE 0.8 KM (0.5 MI)
 HU0159'NORTHEASTERLY ALONG COUNTY ROAD 328, THENCE 0.1 KM (0.1 MI)
 HU0159'NORTHEASTERLY ALONG AN ABANDONED ROAD, 79.5 M (260.8 FT) SOUTHEAST OF
 HU0159'MILE POST NUMBER 31, 40.5 M (132.9 FT) NORTHWEST OF THE CENTER OF THE
 HU0159'ABANDONED ROAD, 9.3 M (30.5 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 HU0159'CONRAIL RAILROAD, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE TRACKS, 0.3 M
 HU0159'(1.0 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 HU0159'(0.3 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DM8491 ***********************************************************************
 DM8491  DESIGNATION -  Y 47
 DM8491  PID         -  DM8491
 DM8491  STATE/COUNTY-  DE/SUSSEX
 DM8491  COUNTRY     -  US
 DM8491  USGS QUAD   -  GEORGETOWN (2016)
 DM8491
 DM8491                         *CURRENT SURVEY CONTROL
 DM8491  ______________________________________________________________________
 DM8491* NAD 83(1986) POSITION- 38 41 49.77   (N) 075 24 02.62   (W)   HD_HELD1
 DM8491* NAVD 88 ORTHO HEIGHT -    14.664 (meters)       48.11  (feet) ADJUSTED
 DM8491  ______________________________________________________________________
 DM8491  GEOID HEIGHT    -        -35.616 (meters)                     GEOID18
 DM8491  DYNAMIC HEIGHT  -         14.655 (meters)       48.08  (feet) COMP
 DM8491  MODELED GRAVITY -    980,025.8   (mgal)                       NAVD 88
 DM8491
 DM8491  VERT ORDER      -  SECOND    CLASS I
 DM8491
 DM8491.The horizontal coordinates were determined by differentially corrected
 DM8491.hand held GPS observations or other comparable positioning techniques
 DM8491.and have an estimated accuracy of +/- 3 meters.
 DM8491
 DM8491.The orthometric height was determined by differential leveling and
 DM8491.adjusted by the NATIONAL GEODETIC SURVEY
 DM8491.in July 2011.
 DM8491
 DM8491.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8491.GEOID18 height accuracy estimate available here.
 DM8491
 DM8491.Click photographs - Photos may exist for this station.
 DM8491
 DM8491.The dynamic height is computed by dividing the NAVD 88
 DM8491.geopotential number by the normal gravity value computed on the
 DM8491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8491.degrees latitude (g = 980.6199 gals.).
 DM8491
 DM8491.The modeled gravity was interpolated from observed gravity values.
 DM8491
 DM8491;                    North         East    Units  Estimated Accuracy
 DM8491;SPC DE       -    77,386.5     201,386.6     MT  (+/- 3 meters HH1 GPS) 
 DM8491
 DM8491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6515283246(NAD 83)
 DM8491
 DM8491                          SUPERSEDED SURVEY CONTROL
 DM8491
 DM8491.No superseded survey control is available for this station.
 DM8491
 DM8491_MARKER: DD = SURVEY DISK
 DM8491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8491_STAMPING: Y 47 2010
 DM8491_MARK LOGO: DEDT
 DM8491_PROJECTION: FLUSH
 DM8491_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8491+STABILITY: SURFACE MOTION
 DM8491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8491+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2010
 DM8491
 DM8491  HISTORY     - Date     Condition        Report By
 DM8491  HISTORY     - 20100601 MONUMENTED       DEDT
 DM8491
 DM8491                          STATION DESCRIPTION
 DM8491
 DM8491'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (BRC)
 DM8491'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHWEST OF MILTON, 6.5 MI
 DM8491'(10.5 KM) WEST-SOUTHWEST OF HARBESON AND 0.9 MI (1.4 KM)
 DM8491'WEST-NORTHWEST OF GEORGETOWN.
 DM8491'
 DM8491'TO REACH FROM THE INTERSECTION OF US HIGHWAY 113 (DUPONT BLVD) AND
 DM8491'STATE ROUTE 18/404 (SEASHORE HWY) PROCEED SOUTH ALONG US HIGHWAY 113
 DM8491'(DUPONT BLVD) 0.1 MI (0.2 KM) TO THE MARK ON THE RIGHT.
 DM8491'
 DM8491'THE MARK IS 10.6 FT (3.2 M) WEST OF THE FACE OF CURB, 52.9 FT (16.1 M)
 DM8491'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A 1 STORY BRICK BUILDING,
 DM8491'7.6 FT (2.3 M) EAST OF A UTILITY POLE (DEC 19652) AND 59.5 FT (18.1 M)
 DM8491'SOUTH OF THE SOUTHERNMOST EDGE OF THE ENTRANCE TO 20632 DUPONT
 DM8491'BOULEVARD.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0980 ***********************************************************************
 HU0980  DESIGNATION -  Y 9
 HU0980  PID         -  HU0980
 HU0980  STATE/COUNTY-  DE/SUSSEX
 HU0980  COUNTRY     -  US
 HU0980  USGS QUAD   -  SHARPTOWN (2016)
 HU0980
 HU0980                         *CURRENT SURVEY CONTROL
 HU0980  ______________________________________________________________________
 HU0980* NAD 83(1986) POSITION- 38 31 02.9    (N) 075 38 23.5    (W)   HD_HELD2
 HU0980* NAVD 88 ORTHO HEIGHT -    13.363 (meters)       43.84  (feet) ADJUSTED
 HU0980  ______________________________________________________________________
 HU0980  GEOID HEIGHT    -        -35.649 (meters)                     GEOID18
 HU0980  DYNAMIC HEIGHT  -         13.355 (meters)       43.82  (feet) COMP
 HU0980  MODELED GRAVITY -    980,012.4   (mgal)                       NAVD 88
 HU0980
 HU0980  VERT ORDER      -  SECOND    CLASS 0
 HU0980
 HU0980.The horizontal coordinates were established by autonomous hand held GPS
 HU0980.observations and have an estimated accuracy of +/- 10 meters.
 HU0980
 HU0980.The orthometric height was determined by differential leveling and
 HU0980.adjusted by the NATIONAL GEODETIC SURVEY
 HU0980.in June 1991.
 HU0980
 HU0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0980.GEOID18 height accuracy estimate available here.
 HU0980
 HU0980.Click photographs - Photos may exist for this station.
 HU0980
 HU0980.The dynamic height is computed by dividing the NAVD 88
 HU0980.geopotential number by the normal gravity value computed on the
 HU0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0980.degrees latitude (g = 980.6199 gals.).
 HU0980
 HU0980.The modeled gravity was interpolated from observed gravity values.
 HU0980
 HU0980;                    North         East    Units  Estimated Accuracy
 HU0980;SPC DE       -    57,463.      180,535.      MT  (+/- 10 meters HH2 GPS)
 HU0980
 HU0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH4421863426(NAD 83)
 HU0980
 HU0980                          SUPERSEDED SURVEY CONTROL
 HU0980
 HU0980  NGVD 29 (11/26/84)   13.610  (m)           44.65   (f) ADJUSTED    2 0
 HU0980
 HU0980.Superseded values are not recommended for survey control.
 HU0980
 HU0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0980.See file dsdata.pdf to determine how the superseded data were derived.
 HU0980
 HU0980_MARKER: DB = BENCH MARK DISK
 HU0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0980_STAMPING: Y 9 1942
 HU0980_MARK LOGO: CGS
 HU0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0980+STABILITY: SURFACE MOTION
 HU0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0980+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2013
 HU0980
 HU0980  HISTORY     - Date     Condition        Report By
 HU0980  HISTORY     - 1942     MONUMENTED       CGS
 HU0980  HISTORY     - 1943     GOOD             CGS
 HU0980  HISTORY     - 1981     GOOD             UDE
 HU0980  HISTORY     - 20130614 GOOD             DELCOS
 HU0980
 HU0980                          STATION DESCRIPTION
 HU0980
 HU0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0980'4.8 MI SW FROM LAUREL.
 HU0980'4.75 MILES SOUTHWEST ALONG HIGHWAY 24 FROM THE RAILROAD CROSSING
 HU0980'AT LAUREL, SUSSEX COUNTY, 24.3 FEET SOUTH OF THE CENTER LINE OF
 HU0980'THE HIGHWAY, 15.3 FEET SOUTHWEST OF POLE NUMBER 212, 103.2 FEET
 HU0980'NORTHEAST OF A 20-INCH OAK TREE, ABOUT LEVEL WITH THE HIGHWAY AND
 HU0980'NEAR A STANDARD REFERENCE POST.
 HU0980
 HU0980                          STATION RECOVERY (1943)
 HU0980
 HU0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 HU0980'RECOVERED IN GOOD CONDITION.
 HU0980
 HU0980                          STATION RECOVERY (1981)
 HU0980
 HU0980'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0980'RECOVERED IN GOOD CONDITION.
 HU0980
 HU0980                          STATION RECOVERY (2013)
 HU0980
 HU0980'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0980'THE TELEPHONE POLE PREVIOUSLY LISTED IS NOT PRESENT.
 HU0980'THE MONUMENT IS NEXT TO TELEPHONE PEDESTAL BC 143 AND
 HU0980'46 YDS WEST OF MAILBOX NUMBER 6242.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0832 ***********************************************************************
 HU0832  DESIGNATION -  Z 10
 HU0832  PID         -  HU0832
 HU0832  STATE/COUNTY-  DE/KENT
 HU0832  COUNTRY     -  US
 HU0832  USGS QUAD   -  BURRSVILLE (2016)
 HU0832
 HU0832                         *CURRENT SURVEY CONTROL
 HU0832  ______________________________________________________________________
 HU0832* NAD 83(1986) POSITION- 38 57 44.     (N) 075 43 03.     (W)   SCALED
 HU0832* NAVD 88 ORTHO HEIGHT -    17.422 (meters)       57.16  (feet) ADJUSTED
 HU0832  ______________________________________________________________________
 HU0832  GEOID HEIGHT    -        -34.809 (meters)                     GEOID18
 HU0832  DYNAMIC HEIGHT  -         17.412 (meters)       57.13  (feet) COMP
 HU0832  MODELED GRAVITY -    980,051.1   (mgal)                       NAVD 88
 HU0832
 HU0832  VERT ORDER      -  SECOND    CLASS 0
 HU0832
 HU0832.The horizontal coordinates were scaled from a map and have
 HU0832.an estimated accuracy of +/- 6 seconds.
 HU0832
 HU0832.The orthometric height was determined by differential leveling and
 HU0832.adjusted by the NATIONAL GEODETIC SURVEY
 HU0832.in June 1991.
 HU0832
 HU0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0832.GEOID18 height accuracy estimate available here.
 HU0832
 HU0832.Click photographs - Photos may exist for this station.
 HU0832
 HU0832.The dynamic height is computed by dividing the NAVD 88
 HU0832.geopotential number by the normal gravity value computed on the
 HU0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0832.degrees latitude (g = 980.6199 gals.).
 HU0832
 HU0832.The modeled gravity was interpolated from observed gravity values.
 HU0832
 HU0832;                    North         East    Units  Estimated Accuracy
 HU0832;SPC DE       -   106,860.      173,930.      MT  (+/- 180 meters Scaled)
 HU0832
 HU0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ378128(NAD 83)
 HU0832
 HU0832                          SUPERSEDED SURVEY CONTROL
 HU0832
 HU0832  NGVD 29 (11/26/84)   17.662  (m)           57.95   (f) ADJUSTED    2 0
 HU0832
 HU0832.Superseded values are not recommended for survey control.
 HU0832
 HU0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0832.See file dsdata.pdf to determine how the superseded data were derived.
 HU0832
 HU0832_MARKER: DB = BENCH MARK DISK
 HU0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0832_STAMPING: Z 10 1942
 HU0832_MARK LOGO: CGS
 HU0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0832+STABILITY: SURFACE MOTION
 HU0832
 HU0832  HISTORY     - Date     Condition        Report By
 HU0832  HISTORY     - 1942     MONUMENTED       CGS
 HU0832  HISTORY     - 1964     MARK NOT FOUND   CGS
 HU0832  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0832  HISTORY     - 20120326 MARK NOT FOUND   DELCOS
 HU0832
 HU0832                          STATION DESCRIPTION
 HU0832
 HU0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0832'1 MI E FROM WHITELEYSBURG.
 HU0832'IN KENT COUNTY, DELAWARE, 1.0 MILE EAST ALONG STATE HIGHWAY 12
 HU0832'FROM THE SEVENTH DAY ADVENTIST CHURCH AT WHITELEYSBURG, CAROLINE
 HU0832'COUNTY, MARYLAND, AT THE T-JUNCTION OF A DIRT ROAD, 82 FEET
 HU0832'NORTHEAST OF THE CENTERLINE OF THE DIRT ROAD, 26.9 FEET NORTHWEST
 HU0832'OF THE CENTERLINE OF THE HIGHWAY, 40.9 FEET NORTHEAST OF A 28-INCH
 HU0832'OAK TREE, AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A
 HU0832'STANDARD DISK, STAMPED Z 10 1942 AND SET IN THE TOP OF A CONCRETE
 HU0832'POST.
 HU0832
 HU0832                          STATION RECOVERY (1964)
 HU0832
 HU0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 HU0832'MARK NOT FOUND.
 HU0832
 HU0832                          STATION RECOVERY (1981)
 HU0832
 HU0832'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0832'MARK NOT FOUND.
 HU0832
 HU0832                          STATION RECOVERY (2012)
 HU0832
 HU0832'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0832'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1291 ***********************************************************************
 JU1291  DESIGNATION -  Z 11
 JU1291  PID         -  JU1291
 JU1291  STATE/COUNTY-  DE/KENT
 JU1291  COUNTRY     -  US
 JU1291  USGS QUAD   -  KENTON (2016)
 JU1291
 JU1291                         *CURRENT SURVEY CONTROL
 JU1291  ______________________________________________________________________
 JU1291* NAD 83(1986) POSITION- 39 09 59.     (N) 075 42 33.     (W)   SCALED
 JU1291* NAVD 88 ORTHO HEIGHT -    21.196 (meters)       69.54  (feet) ADJUSTED
 JU1291  ______________________________________________________________________
 JU1291  GEOID HEIGHT    -        -34.074 (meters)                     GEOID18
 JU1291  DYNAMIC HEIGHT  -         21.184 (meters)       69.50  (feet) COMP
 JU1291  MODELED GRAVITY -    980,091.0   (mgal)                       NAVD 88
 JU1291
 JU1291  VERT ORDER      -  SECOND    CLASS 0
 JU1291
 JU1291.The horizontal coordinates were scaled from a map and have
 JU1291.an estimated accuracy of +/- 6 seconds.
 JU1291
 JU1291.The orthometric height was determined by differential leveling and
 JU1291.adjusted by the NATIONAL GEODETIC SURVEY
 JU1291.in June 1991.
 JU1291
 JU1291.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1291.GEOID18 height accuracy estimate available here.
 JU1291
 JU1291.Click photographs - Photos may exist for this station.
 JU1291
 JU1291.The dynamic height is computed by dividing the NAVD 88
 JU1291.geopotential number by the normal gravity value computed on the
 JU1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1291.degrees latitude (g = 980.6199 gals.).
 JU1291
 JU1291.The modeled gravity was interpolated from observed gravity values.
 JU1291
 JU1291;                    North         East    Units  Estimated Accuracy
 JU1291;SPC DE       -   129,520.      174,720.      MT  (+/- 180 meters Scaled)
 JU1291
 JU1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ387354(NAD 83)
 JU1291
 JU1291                          SUPERSEDED SURVEY CONTROL
 JU1291
 JU1291  NGVD 29 (11/26/84)   21.431  (m)           70.31   (f) ADJUSTED    2 0
 JU1291
 JU1291.Superseded values are not recommended for survey control.
 JU1291
 JU1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1291.See file dsdata.pdf to determine how the superseded data were derived.
 JU1291
 JU1291_MARKER: DB = BENCH MARK DISK
 JU1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1291_STAMPING: Z 11 1942
 JU1291_MARK LOGO: CGS
 JU1291_PROJECTION: RECESSED 8 CENTIMETERS
 JU1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1291+STABILITY: SURFACE MOTION
 JU1291
 JU1291  HISTORY     - Date     Condition        Report By
 JU1291  HISTORY     - 1942     MONUMENTED       CGS
 JU1291  HISTORY     - 1964     GOOD             CGS
 JU1291  HISTORY     - 1981     MARK NOT FOUND   UDE
 JU1291  HISTORY     - 20081023 MARK NOT FOUND   DEDT
 JU1291
 JU1291                          STATION DESCRIPTION
 JU1291
 JU1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JU1291'AT HARTLY.
 JU1291'AT THE PENNSYLVANIA RAILROAD CROSSING, 91 FEET WEST OF THE
 JU1291'SOUTHWEST CORNER OF THE WEST DOVER TRUST CO. BUILDING, 96 FEET
 JU1291'NORTHWEST OF THE NORTHWEST CORNER OF THE DIAMOND STATE
 JU1291'TELEPHONE CO., BUILDING, 49.5 FEET NORTHEAST OF THE CENTER OF
 JU1291'THE ROAD AND RAILROAD CROSSING, 7.5 FEET NORTH OF THE STREET
 JU1291'CURB, AND 5 FEET EAST OF THE RAILROAD CROSSING SIGN POST.  A
 JU1291'STANDARD DISK IN THE TOP OF A CONCRETE POST ABOUT 3 INCHES BELOW
 JU1291'SURFACE OF THE GROUND.
 JU1291
 JU1291                          STATION RECOVERY (1981)
 JU1291
 JU1291'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1291'MARK NOT FOUND.
 JU1291
 JU1291                          STATION RECOVERY (2008)
 JU1291
 JU1291'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2008 (BRC)
 JU1291'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0042 ***********************************************************************
 HU0042  DESIGNATION -  Z 2
 HU0042  PID         -  HU0042
 HU0042  STATE/COUNTY-  DE/SUSSEX
 HU0042  COUNTRY     -  US
 HU0042  USGS QUAD   -  MILFORD (2016)
 HU0042
 HU0042                         *CURRENT SURVEY CONTROL
 HU0042  ______________________________________________________________________
 HU0042* NAD 83(1986) POSITION- 38 55 26.34   (N) 075 22 54.11   (W)   HD_HELD1
 HU0042* NAVD 88 ORTHO HEIGHT -     5.921 (meters)       19.43  (feet) ADJUSTED
 HU0042  ______________________________________________________________________
 HU0042  GEOID HEIGHT    -        -35.301 (meters)                     GEOID18
 HU0042  DYNAMIC HEIGHT  -          5.918 (meters)       19.42  (feet) COMP
 HU0042  MODELED GRAVITY -    980,045.9   (mgal)                       NAVD 88
 HU0042
 HU0042  VERT ORDER      -  FIRST     CLASS II
 HU0042
 HU0042.The horizontal coordinates were determined by differentially corrected
 HU0042.hand held GPS observations or other comparable positioning techniques
 HU0042.and have an estimated accuracy of +/- 3 meters.
 HU0042
 HU0042.The orthometric height was determined by differential leveling and
 HU0042.adjusted by the NATIONAL GEODETIC SURVEY
 HU0042.in June 1991.
 HU0042
 HU0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0042.GEOID18 height accuracy estimate available here.
 HU0042
 HU0042.Click photographs - Photos may exist for this station.
 HU0042
 HU0042.The dynamic height is computed by dividing the NAVD 88
 HU0042.geopotential number by the normal gravity value computed on the
 HU0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0042.degrees latitude (g = 980.6199 gals.).
 HU0042
 HU0042.The modeled gravity was interpolated from observed gravity values.
 HU0042
 HU0042;                    North         East    Units  Estimated Accuracy
 HU0042;SPC DE       -   102,567.1     203,032.5     MT  (+/- 3 meters HH1 GPS) 
 HU0042
 HU0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6691208410(NAD 83)
 HU0042
 HU0042                          SUPERSEDED SURVEY CONTROL
 HU0042
 HU0042  NGVD 29 (11/26/84)    6.163  (m)           20.22   (f) ADJUSTED    1 2
 HU0042
 HU0042.Superseded values are not recommended for survey control.
 HU0042
 HU0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0042.See file dsdata.pdf to determine how the superseded data were derived.
 HU0042
 HU0042_MARKER: DB = BENCH MARK DISK
 HU0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0042_STAMPING: Z 2 1931 20.715
 HU0042_MARK LOGO: CGS
 HU0042_PROJECTION: PROJECTING 5 CENTIMETERS
 HU0042_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0042+STABILITY: SURFACE MOTION
 HU0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0042+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2012
 HU0042
 HU0042  HISTORY     - Date     Condition        Report By
 HU0042  HISTORY     - 1931     MONUMENTED       CGS
 HU0042  HISTORY     - 1962     GOOD             CGS
 HU0042  HISTORY     - 1981     GOOD             UDE
 HU0042  HISTORY     - 20120112 GOOD             USFWS
 HU0042  HISTORY     - 20120214 GOOD             DELCOS
 HU0042  HISTORY     - 20210307 GOOD             USPSQD
 HU0042
 HU0042                          STATION DESCRIPTION
 HU0042
 HU0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0042'3.1 MI E FROM MILFORD.
 HU0042'3.1 MILES EAST ALONG STATE HIGHWAY 36 FROM THE PENNSYLVANIA
 HU0042'RAILROAD STATION AT MILFORD, KENT COUNTY, 0.7 MILE WEST OF CEDAR
 HU0042'NECK CHURCH, 0.2 MILE WEST OF THE ENTRANCE TO THE S.R. COLLINS
 HU0042'FARMYARD, OPPOSITE POLE 127, 28 FEET SOUTH OF THE CENTERLINE OF
 HU0042'THE HIGHWAY, BETWEEN A SMALL GROVE OF PINE TREES TO THE NORTH AND
 HU0042'A LARGE GROVE OF PINE AND HARDWOOD TREES TO THE SOUTH, AND IN LINE
 HU0042'WITH THE EAST EDGE OF THE GROVE ON THE NORTH SIDE OF THE HIGHWAY.
 HU0042'A STANDARD DISK, STAMPED 20.715 Z 2 1931 AND SET IN THE TOP OF A
 HU0042'CONCRETE POST.
 HU0042
 HU0042                          STATION RECOVERY (1981)
 HU0042
 HU0042'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0042'RECOVERED IN GOOD CONDITION.
 HU0042
 HU0042                          STATION RECOVERY (2012)
 HU0042
 HU0042'RECOVERY NOTE BY US FISH AND WILDLIFE SERVICE 2012 (MJH)
 HU0042'RECOVERED IN GOOD CONDITION.
 HU0042'
 HU0042'NOTE-THE FOLLOWING REFERENCE OBJECTS ARE ADDED TO THE DESCRIPTION TO
 HU0042'FACILITATE RECOVERY EFFORTS.
 HU0042'
 HU0042'IT IS 95.3 M (312.7 FT) WEST-SOUTHWEST OF THE CENTERLINE OF A PAVED
 HU0042'DRIVEWAY, 35.2 M (115.5 FT) EAST-NORTHEAST OF A TELEPHONE PEDESTAL
 HU0042'NUMBERED DA126, 20.66 M (67.8 FT) EAST OF THE CENTER OF A BRICK
 HU0042'PEDASTAL, 17.55 M (57.6 FT) EAST-SOUTHEAST OF THE CENTER OF A BRICK
 HU0042'PEDASTAL, 8.9 M (29.2 FT) SOUTHEAST OF THE CENTERLINE OF STATE ROUTE
 HU0042'36 AND SET IN THE TOP OF A 30-CM (12 INCH) ROUND CONCRETE POST AND
 HU0042'ABOUT.03 M HIGHER THAN THE GROUND.
 HU0042
 HU0042                          STATION RECOVERY (2012)
 HU0042
 HU0042'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0042'RECOVERED IN GOOD CONDITION.
 HU0042
 HU0042                          STATION RECOVERY (2021)
 HU0042
 HU0042'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLT)
 HU0042'THE MARK IS LOCATED 0.6 FT (18 CM) NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1715 ***********************************************************************
 JU1715  DESIGNATION -  Z 21
 JU1715  PID         -  JU1715
 JU1715  STATE/COUNTY-  DE/NEW CASTLE
 JU1715  COUNTRY     -  US
 JU1715  USGS QUAD   -  WILMINGTON SOUTH (2016)
 JU1715
 JU1715                         *CURRENT SURVEY CONTROL
 JU1715  ______________________________________________________________________
 JU1715* NAD 83(1986) POSITION- 39 41 41.     (N) 075 32 27.     (W)   SCALED
 JU1715* NAVD 88 ORTHO HEIGHT -     3.810 (meters)       12.50  (feet) ADJUSTED
 JU1715  ______________________________________________________________________
 JU1715  GEOID HEIGHT    -        -33.058 (meters)                     GEOID18
 JU1715  DYNAMIC HEIGHT  -          3.809 (meters)       12.50  (feet) COMP
 JU1715  MODELED GRAVITY -    980,166.4   (mgal)                       NAVD 88
 JU1715
 JU1715  VERT ORDER      -  FIRST     CLASS II
 JU1715
 JU1715.The horizontal coordinates were scaled from a map and have
 JU1715.an estimated accuracy of +/- 6 seconds.
 JU1715
 JU1715.The orthometric height was determined by differential leveling and
 JU1715.adjusted by the NATIONAL GEODETIC SURVEY
 JU1715.in June 1991.
 JU1715
 JU1715.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1715.GEOID18 height accuracy estimate available here.
 JU1715
 JU1715.Click photographs - Photos may exist for this station.
 JU1715
 JU1715.The dynamic height is computed by dividing the NAVD 88
 JU1715.geopotential number by the normal gravity value computed on the
 JU1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1715.degrees latitude (g = 980.6199 gals.).
 JU1715
 JU1715.The modeled gravity was interpolated from observed gravity values.
 JU1715
 JU1715;                    North         East    Units  Estimated Accuracy
 JU1715;SPC DE       -   188,140.      189,350.      MT  (+/- 180 meters Scaled)
 JU1715
 JU1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ536940(NAD 83)
 JU1715
 JU1715                          SUPERSEDED SURVEY CONTROL
 JU1715
 JU1715  NGVD 29 (01/10/92)    4.065  (m)           13.34   (f) ADJUSTED    1 2
 JU1715  NGVD 29 (??/??/87)    4.182  (m)           13.72   (f) SUPERSEDED  1 2
 JU1715
 JU1715.Superseded values are not recommended for survey control.
 JU1715
 JU1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1715.See file dsdata.pdf to determine how the superseded data were derived.
 JU1715
 JU1715_MARKER: DB = BENCH MARK DISK
 JU1715_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JU1715_SP_SET: OVERPASS PIER
 JU1715_STAMPING: Z 21 1959
 JU1715_MARK LOGO: CGS
 JU1715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JU1715
 JU1715  HISTORY     - Date     Condition        Report By
 JU1715  HISTORY     - 1959     MONUMENTED       CGS
 JU1715  HISTORY     - 1979     GOOD             NGS
 JU1715  HISTORY     - 1981     GOOD             UDE
 JU1715  HISTORY     - 20000318 GOOD             USPSQD
 JU1715
 JU1715                          STATION DESCRIPTION
 JU1715
 JU1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 JU1715'1.8 MI E FROM FARNHURST.
 JU1715'1.8 MILES EAST OF FARNHURST, AT THE OVERPASS OF U.S. HIGHWAY
 JU1715'40 (APPROACH TO THE DELAWARE MEMORIAL BRIDGE) OVER THE
 JU1715'PENNSYLVANIA RAILROAD, ABOUT 3 MILES NORTH OF NEW CASTLE, SET
 JU1715'VERTICALLY IN THE SOUTHEAST FACE OF THE NORTHWEST CONCRETE PIER
 JU1715'OF OVERPASS, 3 FEET NORTHEAST OF SOUTHWEST END OF PIER, 28 FEET
 JU1715'NORTHWEST OF NORTHWEST RAIL AND ABOUT 1 FOOT ABOVE LEVEL OF TRACK.
 JU1715
 JU1715                          STATION RECOVERY (1979)
 JU1715
 JU1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JU1715'RECOVERED IN GOOD CONDITION.
 JU1715
 JU1715                          STATION RECOVERY (1981)
 JU1715
 JU1715'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1715'RECOVERED IN GOOD CONDITION.
 JU1715
 JU1715                          STATION RECOVERY (2000)
 JU1715
 JU1715'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU1715'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1678 ***********************************************************************
 JU1678  DESIGNATION -  Z 22 RESET
 JU1678  PID         -  JU1678
 JU1678  STATE/COUNTY-  DE/NEW CASTLE
 JU1678  COUNTRY     -  US
 JU1678  USGS QUAD   -  NEWARK EAST (2016)
 JU1678
 JU1678                         *CURRENT SURVEY CONTROL
 JU1678  ______________________________________________________________________
 JU1678* NAD 83(1986) POSITION- 39 40 17.     (N) 075 41 49.     (W)   SCALED
 JU1678* NAVD 88 ORTHO HEIGHT -    21.07  (meters)       69.1   (feet) RESET
 JU1678  ______________________________________________________________________
 JU1678  GEOID HEIGHT    -        -32.997 (meters)                     GEOID18
 JU1678  VERT ORDER      -  THIRD
 JU1678
 JU1678.The horizontal coordinates were scaled from a map and have
 JU1678.an estimated accuracy of +/- 6 seconds.
 JU1678
 JU1678.The orthometric height was computed from unverified reset data.
 JU1678
 JU1678.No vertical observational check was made to the station.
 JU1678
 JU1678.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1678.GEOID18 height accuracy estimate available here.
 JU1678
 JU1678.Click photographs - Photos may exist for this station.
 JU1678
 JU1678;                    North         East    Units  Estimated Accuracy
 JU1678;SPC DE       -   185,580.      175,950.      MT  (+/- 180 meters Scaled)
 JU1678
 JU1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ402915(NAD 83)
 JU1678
 JU1678                          SUPERSEDED SURVEY CONTROL
 JU1678
 JU1678  NGVD 29 (??/??/??)   21.41   (m)           70.2    (f) RESET       3  
 JU1678
 JU1678.Superseded values are not recommended for survey control.
 JU1678
 JU1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1678.See file dsdata.pdf to determine how the superseded data were derived.
 JU1678
 JU1678_MARKER: DB = BENCH MARK DISK
 JU1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1678_STAMPING: Z 22 RESET 1964
 JU1678_MARK LOGO: CGS
 JU1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1678+STABILITY: SURFACE MOTION
 JU1678
 JU1678  HISTORY     - Date     Condition        Report By
 JU1678  HISTORY     - 1964     MONUMENTED       DEDHT
 JU1678  HISTORY     - 1965     GOOD             CGS
 JU1678  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1678
 JU1678                          STATION DESCRIPTION
 JU1678
 JU1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 JU1678'2.8 MI NW FROM CHRISTIANA.
 JU1678'2.4 MILES NORTHWEST ALONG STATE HIGHWAY 273 FROM THE JUNCTION
 JU1678'OF STATE HIGHWAY 7 AT CHRISTIANA, THENCE ABOUT 0.4 MILES SOUTH
 JU1678'ALONG SALEM CHURCH ROAD, 186 FEET NORTH OF A DRIVE LEADING EAST TO
 JU1678'A TWO STORY HOUSE WITH ASBESTOS SIDING, 29 FEET EAST OF THE
 JU1678'CENTERLINE OF SALEM CHURCH ROAD, 38 FEET SOUTH OF POWERLINE POLE
 JU1678'11 K/66, ONE FOOT WEST OF WOODEN RAIL FENCE WITH WOODEN FENCE
 JU1678'POSTS.  37 FEET SOUTH OF A FENCE CORNER, 82 FEET SOUTH OF A
 JU1678'DRIVE LEADING EAST TO A HOUSE, 146 1/2 FEET NORTH OF A FENCE
 JU1678'CORNER, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A CONCRETE
 JU1678'POST PROJECT 6 INCHES.
 JU1678
 JU1678                          STATION RECOVERY (2013)
 JU1678
 JU1678'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1678'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1679 ***********************************************************************
 JU1679  DESIGNATION -  Z 22 RESET
 JU1679  PID         -  JU1679
 JU1679  STATE/COUNTY-  DE/NEW CASTLE
 JU1679  COUNTRY     -  US
 JU1679  USGS QUAD   -  NEWARK EAST (2016)
 JU1679
 JU1679                         *CURRENT SURVEY CONTROL
 JU1679  ______________________________________________________________________
 JU1679* NAD 83(1986) POSITION- 39 40 17.     (N) 075 41 49.     (W)   SCALED
 JU1679* NAVD 88 ORTHO HEIGHT -    21.21  (+/-2cm)       69.6   (feet) VERTCON3
 JU1679  ______________________________________________________________________
 JU1679  GEOID HEIGHT    -        -32.997 (meters)                     GEOID18
 JU1679  VERT ORDER      -  THIRD (See Below)
 JU1679
 JU1679.The horizontal coordinates were scaled from a map and have
 JU1679.an estimated accuracy of +/- 6 seconds.
 JU1679
 JU1679.The NAVD 88 height was computed by applying the VERTCON shift value to
 JU1679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JU1679
 JU1679.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1679.GEOID18 height accuracy estimate available here.
 JU1679
 JU1679.The vertical order pertains to the NGVD 29 superseded value.
 JU1679
 JU1679.Click photographs - Photos may exist for this station.
 JU1679
 JU1679;                    North         East    Units  Estimated Accuracy
 JU1679;SPC DE       -   185,580.      175,950.      MT  (+/- 180 meters Scaled)
 JU1679
 JU1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ402915(NAD 83)
 JU1679
 JU1679                          SUPERSEDED SURVEY CONTROL
 JU1679
 JU1679  NGVD 29 (??/??/??)   21.56   (m)           70.7    (f) RESET       3  
 JU1679
 JU1679.Superseded values are not recommended for survey control.
 JU1679
 JU1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1679.See file dsdata.pdf to determine how the superseded data were derived.
 JU1679
 JU1679_MARKER: DB = BENCH MARK DISK
 JU1679_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JU1679+WITH SETTING: PAVEMENT
 JU1679_SP_SET: MANHOLE
 JU1679_STAMPING: Z 22 RESET 1973
 JU1679_MARK LOGO: CGS
 JU1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1679+STABILITY: SURFACE MOTION
 JU1679
 JU1679  HISTORY     - Date     Condition        Report By
 JU1679  HISTORY     - 1973     MONUMENTED       NGS
 JU1679  HISTORY     - 1981     GOOD             UDE
 JU1679  HISTORY     - 19900111 MARK NOT FOUND   USGS
 JU1679  HISTORY     - 19910805 GOOD             USPSQD
 JU1679  HISTORY     - 20130308 MARK NOT FOUND   DELCOS
 JU1679
 JU1679                          STATION DESCRIPTION
 JU1679
 JU1679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JU1679'2.8 MI NW FROM CHRISTIANA.
 JU1679'THE DISK IS LOCATED ON THE WEST SIDE OF SALEM CHURCH ROAD AND JUST
 JU1679'OPPOSITE A HOUSING PROJECT WHICH IS NOW UNDER CONSTRUCTION.
 JU1679'IT IS CEMENTED IN A LARGE MANHOLE WHICH IS ABOUT LEVEL WITH THE
 JU1679'ROAD.  IT IS ALSO 59 FEET SOUTHWEST OF A POWERLINE POLE NUMBERED
 JU1679'K 66 11, 26 FEET SOUTH OF THE CENTER OF A PRIVATE DRIVE LEADING
 JU1679'TO MR. R. BENNETTS HOME AND 24 FEET WEST OF THE CENTER LINE OF
 JU1679'SALEM CHURCH ROAD.  TO REACH FROM THE INTERSECTION OF INTERSTATE
 JU1679'HIGHWAY 95 AND STATE HIGHWAY 273 WHICH IS 1 1/2 MILES NORTHWEST
 JU1679'OF CHRISTIANA, GO NORTHWEST ON STATE HIGHWAY 273 FOR 1.2 MILES
 JU1679'TO A CROSSROADS.  TURN LEFT, SOUTH ON SALEM CHURCH ROAD FOR 0.35
 JU1679'MILE TO THE MARK ON THE RIGHT.  AN ELEVATION WAS TRANSFERED TO
 JU1679'THIS MARK FROM BENCH MARK Z 22 RESET 1964.  BENCH MARK Z 22 RESET
 JU1679'1964 HAS NOW BEEN DESTROYED.
 JU1679
 JU1679                          STATION RECOVERY (1981)
 JU1679
 JU1679'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1679'RECOVERED IN GOOD CONDITION.
 JU1679
 JU1679                          STATION RECOVERY (1990)
 JU1679
 JU1679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 JU1679'MARK NOT FOUND.
 JU1679
 JU1679                          STATION RECOVERY (1991)
 JU1679
 JU1679'RECOVERY NOTE BY US POWER SQUADRON 1991 (EHK)
 JU1679'RECOVERED IN GOOD CONDITION.
 JU1679
 JU1679                          STATION RECOVERY (2013)
 JU1679
 JU1679'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU1679'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0142 ***********************************************************************
 HU0142  DESIGNATION -  Z 28
 HU0142  PID         -  HU0142
 HU0142  STATE/COUNTY-  DE/SUSSEX
 HU0142  COUNTRY     -  US
 HU0142  USGS QUAD   -  FRANKFORD (2016)
 HU0142
 HU0142                         *CURRENT SURVEY CONTROL
 HU0142  ______________________________________________________________________
 HU0142* NAD 83(1986) POSITION- 38 33 17.     (N) 075 09 16.     (W)   SCALED
 HU0142* NAVD 88 ORTHO HEIGHT -     2.836 (meters)        9.30  (feet) ADJUSTED
 HU0142  ______________________________________________________________________
 HU0142  GEOID HEIGHT    -        -35.773 (meters)                     GEOID18
 HU0142  DYNAMIC HEIGHT  -          2.834 (meters)        9.30  (feet) COMP
 HU0142  MODELED GRAVITY -    980,025.5   (mgal)                       NAVD 88
 HU0142
 HU0142  VERT ORDER      -  SECOND    CLASS 0
 HU0142
 HU0142.The horizontal coordinates were scaled from a map and have
 HU0142.an estimated accuracy of +/- 6 seconds.
 HU0142
 HU0142.The orthometric height was determined by differential leveling and
 HU0142.adjusted by the NATIONAL GEODETIC SURVEY
 HU0142.in June 1991.
 HU0142
 HU0142.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0142.GEOID18 height accuracy estimate available here.
 HU0142
 HU0142.Click photographs - Photos may exist for this station.
 HU0142
 HU0142.The dynamic height is computed by dividing the NAVD 88
 HU0142.geopotential number by the normal gravity value computed on the
 HU0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0142.degrees latitude (g = 980.6199 gals.).
 HU0142
 HU0142.The modeled gravity was interpolated from observed gravity values.
 HU0142
 HU0142;                    North         East    Units  Estimated Accuracy
 HU0142;SPC DE       -    61,610.      222,860.      MT  (+/- 180 meters Scaled)
 HU0142
 HU0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH865673(NAD 83)
 HU0142
 HU0142                          SUPERSEDED SURVEY CONTROL
 HU0142
 HU0142  NGVD 29 (11/26/84)    3.075  (m)           10.09   (f) ADJUSTED    2 0
 HU0142
 HU0142.Superseded values are not recommended for survey control.
 HU0142
 HU0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0142.See file dsdata.pdf to determine how the superseded data were derived.
 HU0142
 HU0142_MARKER: DB = BENCH MARK DISK
 HU0142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0142_SP_SET: BRIDGE
 HU0142_STAMPING: Z 28 1962
 HU0142_MARK LOGO: CGS
 HU0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0142
 HU0142  HISTORY     - Date     Condition        Report By
 HU0142  HISTORY     - 1962     MONUMENTED       CGS
 HU0142  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0142  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU0142
 HU0142                          STATION DESCRIPTION
 HU0142
 HU0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0142'5.2 MI E FROM DAGSBORO.
 HU0142'5.15 MILES EAST ON STATE HIGHWAY 26 FROM THE POST OFFICE IN
 HU0142'DAGSBORO OR 3.1 MILES WEST ON HIGHWAY 26 FROM THE LORD BALTIMORE
 HU0142'HIGH SCHOOL IN MILLVILLE.  20 FEET NORTHEAST OF THE CENTER LINE OF
 HU0142'HIGHWAY 26 AND ABOUT LEVEL WITH THE HIGHWAY.  SET IN A DRILL HOLE
 HU0142'IN THE NORTHEAST CONCRETE ABUTMENT AT THE SOUTHEAST END OF BRIDGE
 HU0142'OVER CLARKSVILLE CREEK.
 HU0142
 HU0142                          STATION RECOVERY (1981)
 HU0142
 HU0142'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0142'NOTE--THERE IS NO BRIDGE THERE ANYMORE, THE CREEK IS DRYED UP.
 HU0142'THERE ARE NO ABUTMENTS LEFT EITHER.
 HU0142
 HU0142                          STATION RECOVERY (2012)
 HU0142
 HU0142'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0142'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0197 ***********************************************************************
 HU0197  DESIGNATION -  Z 29
 HU0197  PID         -  HU0197
 HU0197  STATE/COUNTY-  DE/SUSSEX
 HU0197  COUNTRY     -  US
 HU0197  USGS QUAD   -  MILTON (2016)
 HU0197
 HU0197                         *CURRENT SURVEY CONTROL
 HU0197  ______________________________________________________________________
 HU0197* NAD 83(1986) POSITION- 38 48 46.9    (N) 075 15 10.8    (W)   HD_HELD2
 HU0197* NAVD 88 ORTHO HEIGHT -     1.815 (meters)        5.95  (feet) ADJUSTED
 HU0197  ______________________________________________________________________
 HU0197  GEOID HEIGHT    -        -35.561 (meters)                     GEOID18
 HU0197  DYNAMIC HEIGHT  -          1.813 (meters)        5.95  (feet) COMP
 HU0197  MODELED GRAVITY -    980,038.4   (mgal)                       NAVD 88
 HU0197
 HU0197  VERT ORDER      -  FIRST     CLASS II
 HU0197
 HU0197.The horizontal coordinates were established by autonomous hand held GPS
 HU0197.observations and have an estimated accuracy of +/- 10 meters.
 HU0197
 HU0197.The orthometric height was determined by differential leveling and
 HU0197.adjusted by the NATIONAL GEODETIC SURVEY
 HU0197.in January 2013.
 HU0197
 HU0197.No vertical observational check was made to the station.
 HU0197
 HU0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0197.GEOID18 height accuracy estimate available here.
 HU0197
 HU0197.Click photographs - Photos may exist for this station.
 HU0197
 HU0197.The dynamic height is computed by dividing the NAVD 88
 HU0197.geopotential number by the normal gravity value computed on the
 HU0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0197.degrees latitude (g = 980.6199 gals.).
 HU0197
 HU0197.The modeled gravity was interpolated from observed gravity values.
 HU0197
 HU0197;                    North         East    Units  Estimated Accuracy
 HU0197;SPC DE       -    90,262.      214,215.      MT  (+/- 10 meters HH2 GPS)
 HU0197
 HU0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH7803496058(NAD 83)
 HU0197
 HU0197                          SUPERSEDED SURVEY CONTROL
 HU0197
 HU0197  NAVD 88 (06/15/91)    1.800  (m)            5.91   (f) SUPERSEDED  2 1
 HU0197  NGVD 29 (11/26/84)    2.038  (m)            6.69   (f) ADJUSTED    2 0
 HU0197
 HU0197.Superseded values are not recommended for survey control.
 HU0197
 HU0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0197.See file dsdata.pdf to determine how the superseded data were derived.
 HU0197
 HU0197_MARKER: DB = BENCH MARK DISK
 HU0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0197_STAMPING: Z 29 1962
 HU0197_MARK LOGO: CGS
 HU0197_PROJECTION: FLUSH
 HU0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0197+STABILITY: SURFACE MOTION
 HU0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0197+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2012
 HU0197
 HU0197  HISTORY     - Date     Condition        Report By
 HU0197  HISTORY     - 1962     MONUMENTED       CGS
 HU0197  HISTORY     - 1981     GOOD             UDE
 HU0197  HISTORY     - 19990127 GOOD             USPSQD
 HU0197  HISTORY     - 20100414 GOOD             DEDT
 HU0197  HISTORY     - 20110506 GOOD             DEDT
 HU0197  HISTORY     - 20120213 GOOD             DELCOS
 HU0197  HISTORY     - 20121203 GOOD             DEDT
 HU0197
 HU0197                          STATION DESCRIPTION
 HU0197
 HU0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0197'2.6 MI SW FROM BROADKILL BEACH.
 HU0197'2.65 MILES SOUTHWEST ON STATE HIGHWAY 16 FROM ITS END AT BROADKILL
 HU0197'BEACH OR 1.15 MILE NORTHEAST ON HIGHWAY 16 FROM THE CROSSING OF
 HU0197'STATE HIGHWAY 14.  74 FEET SOUTHEAST AND ACROSS HIGHWAY 16 FROM
 HU0197'THE SOUTH CORNER OF A 2 STORIED HOUSE, 53 FEET SOUTHWEST OF THE
 HU0197'PROLONGED CENTER OF DIRT ROAD LEADING NORTH, 30 FEET SOUTHEAST OF
 HU0197'THE CENTER LINE OF HIGHWAY 16, 2 FEET NORTHEAST OF A WOODEN WITNESS
 HU0197'POST AND ABOUT LEVEL WITH THE HIGHWAY.  SET IN THE TOP OF A CONCRETE
 HU0197'POST PROJECTING 3 INCHES.
 HU0197
 HU0197                          STATION RECOVERY (1981)
 HU0197
 HU0197'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0197'RECOVERED IN GOOD CONDITION.
 HU0197
 HU0197                          STATION RECOVERY (1999)
 HU0197
 HU0197'RECOVERY NOTE BY US POWER SQUADRON 1999
 HU0197'RECOVERED IN GOOD CONDITION.
 HU0197
 HU0197                          STATION RECOVERY (2010)
 HU0197
 HU0197'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (JC)
 HU0197'PREVIOUSLY REFERENCECED DIRT ROAD IS NOW PAVED. IT IS NOW KNOWN AS
 HU0197'TURKLE POND RD (S236) THE MARK IS 63 FT SOUTHWEST OF CENTERLINE OF
 HU0197'TURKLE POND RD (S236).
 HU0197
 HU0197                          STATION RECOVERY (2011)
 HU0197
 HU0197'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2011 (BRC)
 HU0197'RECOVERED AS DESCRIBED.
 HU0197
 HU0197                          STATION RECOVERY (2012)
 HU0197
 HU0197'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0197'14 YARDS SOUTHWEST OF TELEPHONE POLE NUMBER NB119.
 HU0197
 HU0197                          STATION RECOVERY (2012)
 HU0197
 HU0197'RECOVERY NOTE BY DELAWARE DEPARTMENT OF TRANSPORTATION 2012 (ADL)
 HU0197'1 FOOT NORTH ORANGE FIBERGLASS WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0195 ***********************************************************************
 HU0195  DESIGNATION -  Z 30
 HU0195  PID         -  HU0195
 HU0195  STATE/COUNTY-  DE/SUSSEX
 HU0195  COUNTRY     -  US
 HU0195  USGS QUAD   -  MILTON (2016)
 HU0195
 HU0195                         *CURRENT SURVEY CONTROL
 HU0195  ______________________________________________________________________
 HU0195* NAD 83(1986) POSITION- 38 48 37.     (N) 075 17 05.     (W)   SCALED
 HU0195* NAVD 88 ORTHO HEIGHT -     2.070 (meters)        6.79  (feet) ADJUSTED
 HU0195  ______________________________________________________________________
 HU0195  GEOID HEIGHT    -        -35.551 (meters)                     GEOID18
 HU0195  DYNAMIC HEIGHT  -          2.068 (meters)        6.78  (feet) COMP
 HU0195  MODELED GRAVITY -    980,037.0   (mgal)                       NAVD 88
 HU0195
 HU0195  VERT ORDER      -  FIRST     CLASS II
 HU0195
 HU0195.The horizontal coordinates were scaled from a map and have
 HU0195.an estimated accuracy of +/- 6 seconds.
 HU0195
 HU0195.The orthometric height was determined by differential leveling and
 HU0195.adjusted by the NATIONAL GEODETIC SURVEY
 HU0195.in January 2013.
 HU0195
 HU0195.No vertical observational check was made to the station.
 HU0195
 HU0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0195.GEOID18 height accuracy estimate available here.
 HU0195
 HU0195.Click photographs - Photos may exist for this station.
 HU0195
 HU0195.The dynamic height is computed by dividing the NAVD 88
 HU0195.geopotential number by the normal gravity value computed on the
 HU0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0195.degrees latitude (g = 980.6199 gals.).
 HU0195
 HU0195.The modeled gravity was interpolated from observed gravity values.
 HU0195
 HU0195;                    North         East    Units  Estimated Accuracy
 HU0195;SPC DE       -    89,950.      211,460.      MT  (+/- 180 meters Scaled)
 HU0195
 HU0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH752957(NAD 83)
 HU0195
 HU0195                          SUPERSEDED SURVEY CONTROL
 HU0195
 HU0195  NAVD 88 (06/15/91)    2.055  (m)            6.74   (f) SUPERSEDED  2 0
 HU0195  NGVD 29 (11/26/84)    2.294  (m)            7.53   (f) ADJUSTED    2 0
 HU0195
 HU0195.Superseded values are not recommended for survey control.
 HU0195
 HU0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0195.See file dsdata.pdf to determine how the superseded data were derived.
 HU0195
 HU0195_MARKER: DB = BENCH MARK DISK
 HU0195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HU0195_SP_SET: BRIDGE
 HU0195_STAMPING: Z 30 1962
 HU0195_MARK LOGO: CGS
 HU0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HU0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HU0195+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2006
 HU0195
 HU0195  HISTORY     - Date     Condition        Report By
 HU0195  HISTORY     - 1962     MONUMENTED       CGS
 HU0195  HISTORY     - 1981     GOOD             UDE
 HU0195  HISTORY     - 20060510 GOOD             GEOMET
 HU0195
 HU0195                          STATION DESCRIPTION
 HU0195
 HU0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 HU0195'5.4 MI SE FROM ARGO CORNERS.
 HU0195'5.35 MILES SOUTHEAST ON STATE HIGHWAY 14 FROM THE CROSSROADS AT
 HU0195'ARGO CORNERS OR 6.5 MILES NORTHWEST ON HIGHWAY 14 FROM THE CROSSING
 HU0195'OF THE PENNSYLVANIA RAILROAD AT NASSAU.  24 FEET NORTHEAST OF THE
 HU0195'CENTER LINE OF HIGHWAY 14 AND ABOUT LEVEL WITH THE HIGHWAY.  SET
 HU0195'IN A DRILL HOLE IN THE NORTHEAST CONCRETE ABUTMENT AT THE NORTHWEST
 HU0195'END OF BRIDGE OVER DEEP BRANCH.
 HU0195
 HU0195                          STATION RECOVERY (1981)
 HU0195
 HU0195'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0195'RECOVERED IN GOOD CONDITION.
 HU0195
 HU0195                          STATION RECOVERY (2006)
 HU0195
 HU0195'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2006 (CCG)
 HU0195'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0744 ***********************************************************************
 HU0744  DESIGNATION -  Z 33
 HU0744  PID         -  HU0744
 HU0744  STATE/COUNTY-  DE/SUSSEX
 HU0744  COUNTRY     -  US
 HU0744  USGS QUAD   -  GREENWOOD (2016)
 HU0744
 HU0744                         *CURRENT SURVEY CONTROL
 HU0744  ______________________________________________________________________
 HU0744* NAD 83(1986) POSITION- 38 49 28.     (N) 075 35 19.     (W)   SCALED
 HU0744* NAVD 88 ORTHO HEIGHT -    15.598 (meters)       51.17  (feet) ADJUSTED
 HU0744  ______________________________________________________________________
 HU0744  GEOID HEIGHT    -        -35.334 (meters)                     GEOID18
 HU0744  DYNAMIC HEIGHT  -         15.589 (meters)       51.14  (feet) COMP
 HU0744  MODELED GRAVITY -    980,032.6   (mgal)                       NAVD 88
 HU0744
 HU0744  VERT ORDER      -  FIRST     CLASS I
 HU0744
 HU0744.The horizontal coordinates were scaled from a map and have
 HU0744.an estimated accuracy of +/- 6 seconds.
 HU0744
 HU0744.The orthometric height was determined by differential leveling and
 HU0744.adjusted by the NATIONAL GEODETIC SURVEY
 HU0744.in June 1991.
 HU0744
 HU0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0744.GEOID18 height accuracy estimate available here.
 HU0744
 HU0744.Click photographs - Photos may exist for this station.
 HU0744
 HU0744.The dynamic height is computed by dividing the NAVD 88
 HU0744.geopotential number by the normal gravity value computed on the
 HU0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0744.degrees latitude (g = 980.6199 gals.).
 HU0744
 HU0744.The modeled gravity was interpolated from observed gravity values.
 HU0744
 HU0744;                    North         East    Units  Estimated Accuracy
 HU0744;SPC DE       -    91,530.      185,070.      MT  (+/- 180 meters Scaled)
 HU0744
 HU0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH489974(NAD 83)
 HU0744
 HU0744                          SUPERSEDED SURVEY CONTROL
 HU0744
 HU0744  NGVD 29 (11/26/84)   15.844  (m)           51.98   (f) ADJUSTED    1 1
 HU0744
 HU0744.Superseded values are not recommended for survey control.
 HU0744
 HU0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0744.See file dsdata.pdf to determine how the superseded data were derived.
 HU0744
 HU0744_MARKER: DB = BENCH MARK DISK
 HU0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0744_STAMPING: Z 33 1963
 HU0744_MARK LOGO: CGS
 HU0744_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0744+STABILITY: SURFACE MOTION
 HU0744
 HU0744  HISTORY     - Date     Condition        Report By
 HU0744  HISTORY     - 1963     MONUMENTED       CGS
 HU0744  HISTORY     - 19910903 GOOD             DEDHT
 HU0744  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0744
 HU0744                          STATION DESCRIPTION
 HU0744
 HU0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0744'1.3 MI N FROM GREENWOOD.
 HU0744'1.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 HU0744'AT GREENWOOD, ABOUT 0.4 MILE NORTH OF THE CROSSING OF A BLACK TOP
 HU0744'ROAD, ABOUT 0.2 MILE SOUTH OF MILEPOST 71, 29 FEET WEST OF WEST
 HU0744'RAIL, 3 FEET NORTH OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A
 HU0744'STEEL WITNESS POST, 3 FEET BELOW LEVEL OF TRACK, AND SET IN THE
 HU0744'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 HU0744
 HU0744                          STATION RECOVERY (1991)
 HU0744
 HU0744'RECOVERY NOTE BY DE DEPT OF HIGHWAYS 1991
 HU0744'RECOVERED IN GOOD CONDITION.
 HU0744
 HU0744                          STATION RECOVERY (2013)
 HU0744
 HU0744'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0744'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU1096 ***********************************************************************
 JU1096  DESIGNATION -  Z 34
 JU1096  PID         -  JU1096
 JU1096  STATE/COUNTY-  DE/KENT
 JU1096  COUNTRY     -  US
 JU1096  USGS QUAD   -  DOVER (2016)
 JU1096
 JU1096                         *CURRENT SURVEY CONTROL
 JU1096  ______________________________________________________________________
 JU1096* NAD 83(1986) POSITION- 39 12 23.78   (N) 075 34 30.42   (W)   HD_HELD1
 JU1096* NAVD 88 ORTHO HEIGHT -    13.720 (meters)       45.01  (feet) ADJUSTED
 JU1096  ______________________________________________________________________
 JU1096  GEOID HEIGHT    -        -34.148 (meters)                     GEOID18
 JU1096  DYNAMIC HEIGHT  -         13.712 (meters)       44.99  (feet) COMP
 JU1096  MODELED GRAVITY -    980,096.4   (mgal)                       NAVD 88
 JU1096
 JU1096  VERT ORDER      -  FIRST     CLASS I
 JU1096
 JU1096.The horizontal coordinates were determined by differentially corrected
 JU1096.hand held GPS observations or other comparable positioning techniques
 JU1096.and have an estimated accuracy of +/- 3 meters.
 JU1096
 JU1096.The orthometric height was determined by differential leveling and
 JU1096.adjusted by the NATIONAL GEODETIC SURVEY
 JU1096.in June 1991.
 JU1096
 JU1096.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU1096.GEOID18 height accuracy estimate available here.
 JU1096
 JU1096.Click photographs - Photos may exist for this station.
 JU1096
 JU1096.The dynamic height is computed by dividing the NAVD 88
 JU1096.geopotential number by the normal gravity value computed on the
 JU1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JU1096.degrees latitude (g = 980.6199 gals.).
 JU1096
 JU1096.The modeled gravity was interpolated from observed gravity values.
 JU1096
 JU1096;                    North         East    Units  Estimated Accuracy
 JU1096;SPC DE       -   133,954.1     186,314.1     MT  (+/- 3 meters HH1 GPS) 
 JU1096
 JU1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5034439861(NAD 83)
 JU1096
 JU1096                          SUPERSEDED SURVEY CONTROL
 JU1096
 JU1096  NGVD 29 (11/26/84)   13.959  (m)           45.80   (f) ADJUSTED    1 1
 JU1096
 JU1096.Superseded values are not recommended for survey control.
 JU1096
 JU1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU1096.See file dsdata.pdf to determine how the superseded data were derived.
 JU1096
 JU1096_MARKER: DB = BENCH MARK DISK
 JU1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU1096_STAMPING: Z 34 1963
 JU1096_MARK LOGO: CGS
 JU1096_PROJECTION: FLUSH
 JU1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU1096+STABILITY: SURFACE MOTION
 JU1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JU1096+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2019
 JU1096
 JU1096  HISTORY     - Date     Condition        Report By
 JU1096  HISTORY     - 1963     MONUMENTED       CGS
 JU1096  HISTORY     - 1981     GOOD             UDE
 JU1096  HISTORY     - 19980207 GOOD             USPSQD
 JU1096  HISTORY     - 20040712 GOOD             NGS
 JU1096  HISTORY     - 20100205 GOOD             BECMOR
 JU1096  HISTORY     - 20120321 GOOD             DELCOS
 JU1096  HISTORY     - 20190815 GOOD             USPSQD
 JU1096
 JU1096                          STATION DESCRIPTION
 JU1096
 JU1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 JU1096'1.1 MI SE FROM CHESWOLD.
 JU1096'1.1 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 JU1096'CROSSING OF STATE HIGHWAY 42 AT CHESWOLD, ABOUT 0.5 MILE
 JU1096'SOUTHEAST OF MILEPOST 43, 25 FEET NORTHEAST OF CENTERLINE OF BLACK
 JU1096'TOP ROAD THAT PARALELLS TRACK, 18.2 FEET SOUTHWEST OF SOUTHWEST
 JU1096'RAIL, 3 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 1.5 FEET
 JU1096'NORTHWEST OF A STEEL WITNESS POST, 1/2 FOOT BELOW LEVEL OF
 JU1096'TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 JU1096'INCHES.
 JU1096
 JU1096                          STATION RECOVERY (1981)
 JU1096
 JU1096'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 JU1096'RECOVERED IN GOOD CONDITION.
 JU1096
 JU1096                          STATION RECOVERY (1998)
 JU1096
 JU1096'RECOVERY NOTE BY US POWER SQUADRON 1998
 JU1096'RECOVERED IN GOOD CONDITION.
 JU1096
 JU1096                          STATION RECOVERY (2004)
 JU1096
 JU1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (RWA)
 JU1096'RECOVERED IN GOOD CONDITION.  NOTE-- WITNESS POST NO LONGER THERE.
 JU1096'NOTE--TOP OF DISK HAS BEEN HIT BY A MOWER BUT SOLID.
 JU1096
 JU1096                          STATION RECOVERY (2010)
 JU1096
 JU1096'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 JU1096'RECOVERED IN GOOD CONDITION.
 JU1096
 JU1096                          STATION RECOVERY (2012)
 JU1096
 JU1096'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 JU1096'RECOVERED IN GOOD CONDITION.
 JU1096
 JU1096                          STATION RECOVERY (2019)
 JU1096
 JU1096'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLT)
 JU1096'TELEPHONE POLE HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0052 ***********************************************************************
 HU0052  DESIGNATION -  Z 35
 HU0052  PID         -  HU0052
 HU0052  STATE/COUNTY-  DE/SUSSEX
 HU0052  COUNTRY     -  US
 HU0052  USGS QUAD   -  MILFORD (2016)
 HU0052
 HU0052                         *CURRENT SURVEY CONTROL
 HU0052  ______________________________________________________________________
 HU0052* NAD 83(2011) POSITION- 38 53 15.02655(N) 075 25 25.00374(W)   ADJUSTED
 HU0052* NAD 83(2011) ELLIP HT-   -25.633 (meters)        (12/20/17)   ADJUSTED
 HU0052* NAD 83(2011) EPOCH   -  2010.00
 HU0052* NAVD 88 ORTHO HEIGHT -     9.720 (meters)       31.89  (feet) ADJUSTED
 HU0052  ______________________________________________________________________
 HU0052  GEOID HEIGHT    -        -35.343 (meters)                     GEOID18
 HU0052  NAD 83(2011) X  -  1,251,093.738 (meters)                     COMP
 HU0052  NAD 83(2011) Y  - -4,811,150.211 (meters)                     COMP
 HU0052  NAD 83(2011) Z  -  3,982,587.988 (meters)                     COMP
 HU0052  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 HU0052  DYNAMIC HEIGHT  -          9.715 (meters)       31.87  (feet) COMP
 HU0052  MODELED GRAVITY -    980,040.3   (mgal)                       NAVD 88
 HU0052
 HU0052  VERT ORDER      -  FIRST     CLASS I
 HU0052
 HU0052  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 HU0052  Standards:
 HU0052         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 HU0052            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 HU0052  -------------------------------------------------------------------
 HU0052  NETWORK    0.92   0.80           0.41   0.33   0.41     -0.12580994
 HU0052  -------------------------------------------------------------------
 HU0052  Click here for local accuracies and other accuracy information.
 HU0052
 HU0052.The horizontal coordinates were established by GPS observations
 HU0052.and adjusted by the MASER CONSULTING in December 2017.
 HU0052
 HU0052.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 HU0052.been affixed to the stable North American tectonic plate. See 
 HU0052.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 HU0052
 HU0052.The horizontal coordinates are valid at the epoch date displayed above
 HU0052.which is a decimal equivalence of Year/Month/Day.
 HU0052
 HU0052.The orthometric height was determined by differential leveling and
 HU0052.adjusted by the NATIONAL GEODETIC SURVEY
 HU0052.in June 1991.
 HU0052
 HU0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0052.GEOID18 height accuracy estimate available here.
 HU0052
 HU0052.Click photographs - Photos may exist for this station.
 HU0052
 HU0052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HU0052
 HU0052.The Laplace correction was computed from DEFLEC18 derived deflections.
 HU0052
 HU0052.The ellipsoidal height was determined by GPS observations
 HU0052.and is referenced to NAD 83.
 HU0052
 HU0052.The dynamic height is computed by dividing the NAVD 88
 HU0052.geopotential number by the normal gravity value computed on the
 HU0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0052.degrees latitude (g = 980.6199 gals.).
 HU0052
 HU0052.The modeled gravity was interpolated from observed gravity values.
 HU0052
 HU0052. The following values were computed from the NAD 83(2011) position.
 HU0052
 HU0052;                    North         East     Units Scale Factor Converg.
 HU0052;SPC DE       -    98,517.194   199,397.389   MT  0.99999500   -0 00 15.7
 HU0052;SPC DE       -   323,218.49    654,189.60   sFT  0.99999500   -0 00 15.7
 HU0052;UTM  18      - 4,304,378.541   463,260.597   MT  0.99961662   -0 15 57.4
 HU0052
 HU0052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HU0052!SPC DE       -   1.00000402  x   0.99999500  =   0.99999902
 HU0052!UTM  18      -   1.00000402  x   0.99961662  =   0.99962064
 HU0052
 HU0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ6326004378(NAD 83)
 HU0052
 HU0052                          SUPERSEDED SURVEY CONTROL
 HU0052
 HU0052  NGVD 29 (11/26/84)    9.965  (m)           32.69   (f) ADJUSTED    1 1
 HU0052
 HU0052.Superseded values are not recommended for survey control.
 HU0052
 HU0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0052.See file dsdata.pdf to determine how the superseded data were derived.
 HU0052
 HU0052_MARKER: DB = BENCH MARK DISK
 HU0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0052_STAMPING: Z 35 1963
 HU0052_MARK LOGO: CGS
 HU0052_PROJECTION: PROJECTING 20 CENTIMETERS
 HU0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0052+STABILITY: SURFACE MOTION
 HU0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HU0052+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2022
 HU0052
 HU0052  HISTORY     - Date     Condition        Report By
 HU0052  HISTORY     - 1963     MONUMENTED       CGS
 HU0052  HISTORY     - 1981     GOOD             UDE
 HU0052  HISTORY     - 20060523 GOOD             USPSQD
 HU0052  HISTORY     - 20081023 GOOD             OPUS
 HU0052  HISTORY     - 20100625 GOOD             BECMOR
 HU0052  HISTORY     - 20120209 GOOD             DELCOS
 HU0052  HISTORY     - 20131008 GOOD             DELCOS
 HU0052  HISTORY     - 20220429 POOR             INDIV
 HU0052
 HU0052                          STATION DESCRIPTION
 HU0052
 HU0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HU0052'1.7 MI S FROM MILFORD.
 HU0052'ABOUT 1.7 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 HU0052'STATION AT MILFORD, ABOUT 98 YARDS NORTH OF MILEPOST 10, AT A
 HU0052'BLACK TOP ROAD CROSSING, 48 FEET NORTHEAST OF CENTER OF THE
 HU0052'CROSSING, 40 FEET EAST OF EAST RAIL, 18 FEET NORTH OF CENTER LINE
 HU0052'OF ROAD, 5 1/2 FEET NORTH OF SOUTHWEST CORNER OF A FENCE SURROUNDING
 HU0052'A PASTURE FIELD, 1.5 FEET WEST OF THE FENCE LINE, 1.5 FEET NORTH OF
 HU0052'A STEEL WITNESS POST, ABOUT LEVEL WITH TRACK, AND SET IN THE TOP OF
 HU0052'A CONCRETE POST PROJECTING 2 INCHES.
 HU0052
 HU0052                          STATION RECOVERY (1981)
 HU0052
 HU0052'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0052'RECOVERED IN GOOD CONDITION.
 HU0052
 HU0052                          STATION RECOVERY (2006)
 HU0052
 HU0052'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 HU0052'RECOVERED IN GOOD CONDITION.
 HU0052
 HU0052                          STATION RECOVERY (2008)
 HU0052
 HU0052'RECOVERY NOTE BY OPUS SHARED SOLUTIONS 2008 (OPS)
 HU0052'THE MARK IS FOUND ABOUT 5.6 MI (8.9 KM) NORTH OF ELLENDALE, 1.7 MI
 HU0052'(2.8 KM) SOUTH OF MILFORD AND 1.1 MI (1.8 KM) NORTH OF LINCOLN.
 HU0052
 HU0052                          STATION RECOVERY (2010)
 HU0052
 HU0052'RECOVERY NOTE BY BECKER MORGAN GROUP INC 2010 (AJ)
 HU0052'OPUS-RS (SPC 0700 2010) N=98517M E=199397M
 HU0052
 HU0052                          STATION RECOVERY (2012)
 HU0052
 HU0052'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0052'RECOVERED IN GOOD CONDITION.
 HU0052
 HU0052                          STATION RECOVERY (2013)
 HU0052
 HU0052'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 HU0052'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
 HU0052
 HU0052                          STATION RECOVERY (2022)
 HU0052
 HU0052'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2022 (CZ)
 HU0052'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 JU4286 ***********************************************************************
 JU4286  HT_MOD      -  This is a Height Modernization Survey Station.
 JU4286  DESIGNATION -  Z 37 RESET
 JU4286  PID         -  JU4286
 JU4286  STATE/COUNTY-  DE/NEW CASTLE
 JU4286  COUNTRY     -  US
 JU4286  USGS QUAD   -  MIDDLETOWN (2016)
 JU4286
 JU4286                         *CURRENT SURVEY CONTROL
 JU4286  ______________________________________________________________________
 JU4286* NAD 83(2011) POSITION- 39 27 44.52245(N) 075 43 14.55254(W)   ADJUSTED
 JU4286* NAD 83(2011) ELLIP HT-   -17.178 (meters)        (12/20/17)   ADJUSTED
 JU4286* NAD 83(2011) EPOCH   -  2010.00
 JU4286* NAVD 88 ORTHO HEIGHT -    16.33  (meters)       53.6   (feet) GPS OBS
 JU4286  ______________________________________________________________________
 JU4286  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 JU4286  GEOID HEIGHT    -        -33.496 (meters)                     GEOID12B
 JU4286  GEOID HEIGHT    -        -33.501 (meters)                     GEOID18
 JU4286  NAD 83(2011) X  -  1,216,187.816 (meters)                     COMP
 JU4286  NAD 83(2011) Y  - -4,778,510.340 (meters)                     COMP
 JU4286  NAD 83(2011) Z  -  4,032,067.763 (meters)                     COMP
 JU4286  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 JU4286
 JU4286  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 JU4286  Standards:
 JU4286         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 JU4286            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 JU4286  -------------------------------------------------------------------
 JU4286  NETWORK    0.76   0.73           0.33   0.29   0.37      0.05881269
 JU4286  -------------------------------------------------------------------
 JU4286  Click here for local accuracies and other accuracy information.
 JU4286
 JU4286.The horizontal coordinates were established by GPS observations
 JU4286.and adjusted by the MASER CONSULTING in December 2017.
 JU4286
 JU4286.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 JU4286.been affixed to the stable North American tectonic plate. See 
 JU4286.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 JU4286
 JU4286.The horizontal coordinates are valid at the epoch date displayed above
 JU4286.which is a decimal equivalence of Year/Month/Day.
 JU4286
 JU4286.The orthometric height was determined by GPS observations and a
 JU4286.high-resolution geoid model using precise GPS observation and
 JU4286.processing techniques.
 JU4286
 JU4286.Significant digits in the geoid height do not necessarily reflect accuracy.
 JU4286.GEOID18 height accuracy estimate available here.
 JU4286
 JU4286.Click photographs - Photos may exist for this station.
 JU4286
 JU4286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JU4286
 JU4286.The Laplace correction was computed from DEFLEC18 derived deflections.
 JU4286
 JU4286.The ellipsoidal height was determined by GPS observations
 JU4286.and is referenced to NAD 83.
 JU4286
 JU4286. The following values were computed from the NAD 83(2011) position.
 JU4286
 JU4286;                    North         East     Units Scale Factor Converg.
 JU4286;SPC DE       -   162,381.254   173,834.286   MT  1.00000343   -0 11 35.7
 JU4286;SPC DE       -   532,745.83    570,321.32   sFT  1.00000343   -0 11 35.7
 JU4286;UTM  18      - 4,368,335.867   438,000.427   MT  0.99964733   -0 27 29.1
 JU4286
 JU4286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JU4286!SPC DE       -   1.00000270  x   1.00000343  =   1.00000613
 JU4286!UTM  18      -   1.00000270  x   0.99964733  =   0.99965002
 JU4286
 JU4286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ3800068335(NAD 83)
 JU4286
 JU4286                          SUPERSEDED SURVEY CONTROL
 JU4286
 JU4286  NGVD 29 (05/17/01)   16.57   (m)           54.4    (f) RESET       3  
 JU4286
 JU4286.Superseded values are not recommended for survey control.
 JU4286
 JU4286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JU4286.See file dsdata.pdf to determine how the superseded data were derived.
 JU4286
 JU4286_MARKER: DV = VERTICAL CONTROL DISK
 JU4286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JU4286_STAMPING: Z 37 RESET 1983
 JU4286_MARK LOGO: NGS
 JU4286_PROJECTION: FLUSH
 JU4286_MAGNETIC: N = NO MAGNETIC MATERIAL
 JU4286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JU4286+STABILITY: SURFACE MOTION
 JU4286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JU4286+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2013
 JU4286
 JU4286  HISTORY     - Date     Condition        Report By
 JU4286  HISTORY     - 1983     MONUMENTED       NGS
 JU4286  HISTORY     - 19891117 GOOD             USGS
 JU4286  HISTORY     - 19930130 GOOD             USPSQD
 JU4286  HISTORY     - 20000304 GOOD             USPSQD
 JU4286  HISTORY     - 20040831 GOOD             GEOMET
 JU4286  HISTORY     - 20060318 GOOD             USPSQD
 JU4286  HISTORY     - 20130711 GOOD             DELCOS
 JU4286  HISTORY     - 20130825 GOOD             DELCOS
 JU4286
 JU4286                          STATION DESCRIPTION
 JU4286
 JU4286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JU4286'FROM THE POST OFFICE IN MIDDLETOWN, GO EAST ON EAST MAIN STREET FOR
 JU4286'0.1 KM (0.05 MI) TO A CROSSROADS, TURN LEFT AND GO NORTH ON NORTH
 JU4286'BROAD STREET FOR 1.5 KM (0.95 MI) TO THE BENCH MARK ON THE RIGHT AT
 JU4286'ENTRANCE TO THE FOREST PRESBYTERIAN CHURCH CEMETERY, 17.7 M
 JU4286'(58.1 FT) EAST FROM THE CENTER OF BROAD STREET, 6.2 M (20.3 FT) NORTH
 JU4286'FROM THE CENTER OF THE ROAD ENTERING THE CEMETERY, EAST FROM A BRICK
 JU4286'WALL AND 19.2 M (63.0 FT) SOUTHWEST FROM A HEADSTONE BENJ.
 JU4286
 JU4286                          STATION RECOVERY (1989)
 JU4286
 JU4286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1989
 JU4286'RECOVERED IN GOOD CONDITION.
 JU4286
 JU4286                          STATION RECOVERY (1993)
 JU4286
 JU4286'RECOVERY NOTE BY US POWER SQUADRON 1993 (JM)
 JU4286'RECOVERED IN GOOD CONDITION.
 JU4286
 JU4286                          STATION RECOVERY (2000)
 JU4286
 JU4286'RECOVERY NOTE BY US POWER SQUADRON 2000
 JU4286'RECOVERED IN GOOD CONDITION.
 JU4286
 JU4286                          STATION RECOVERY (2004)
 JU4286
 JU4286'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2004 (BCL)
 JU4286'RECOVERED IN GOOD CONDITION.
 JU4286
 JU4286                          STATION RECOVERY (2006)
 JU4286
 JU4286'RECOVERY NOTE BY US POWER SQUADRON 2006 (NMM)
 JU4286'RECOVERED IN GOOD CONDITION.
 JU4286
 JU4286                          STATION RECOVERY (2013)
 JU4286
 JU4286'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 JU4286'RECOVERED IN GOOD CONDITION.
 JU4286
 JU4286                          STATION RECOVERY (2013)
 JU4286
 JU4286'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013 (ARD)
 JU4286'RECOVERED AS DESCRIBED BY ALAN R DRAGOO MASER CONSULTING.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0160 ***********************************************************************
 HU0160  DESIGNATION -  Z 4
 HU0160  PID         -  HU0160
 HU0160  STATE/COUNTY-  DE/SUSSEX
 HU0160  COUNTRY     -  US
 HU0160  USGS QUAD   -  HARBESON (2016)
 HU0160
 HU0160                         *CURRENT SURVEY CONTROL
 HU0160  ______________________________________________________________________
 HU0160* NAD 83(1986) POSITION- 38 38 28.     (N) 075 20 25.     (W)   SCALED
 HU0160* NAVD 88 ORTHO HEIGHT -    12.318 (meters)       40.41  (feet) ADJUSTED
 HU0160  ______________________________________________________________________
 HU0160  GEOID HEIGHT    -        -35.684 (meters)                     GEOID18
 HU0160  DYNAMIC HEIGHT  -         12.311 (meters)       40.39  (feet) COMP
 HU0160  MODELED GRAVITY -    980,023.3   (mgal)                       NAVD 88
 HU0160
 HU0160  VERT ORDER      -  SECOND    CLASS 0
 HU0160
 HU0160.The horizontal coordinates were scaled from a map and have
 HU0160.an estimated accuracy of +/- 6 seconds.
 HU0160
 HU0160.The orthometric height was determined by differential leveling and
 HU0160.adjusted by the NATIONAL GEODETIC SURVEY
 HU0160.in June 1991.
 HU0160
 HU0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0160.GEOID18 height accuracy estimate available here.
 HU0160
 HU0160.Click photographs - Photos may exist for this station.
 HU0160
 HU0160.The dynamic height is computed by dividing the NAVD 88
 HU0160.geopotential number by the normal gravity value computed on the
 HU0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0160.degrees latitude (g = 980.6199 gals.).
 HU0160
 HU0160.The modeled gravity was interpolated from observed gravity values.
 HU0160
 HU0160;                    North         East    Units  Estimated Accuracy
 HU0160;SPC DE       -    71,170.      206,650.      MT  (+/- 180 meters Scaled)
 HU0160
 HU0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH703770(NAD 83)
 HU0160
 HU0160                          SUPERSEDED SURVEY CONTROL
 HU0160
 HU0160  NGVD 29 (11/26/84)   12.556  (m)           41.19   (f) ADJUSTED    2 0
 HU0160
 HU0160.Superseded values are not recommended for survey control.
 HU0160
 HU0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0160.See file dsdata.pdf to determine how the superseded data were derived.
 HU0160
 HU0160_MARKER: DB = BENCH MARK DISK
 HU0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0160_STAMPING: Z 4 1935
 HU0160_MARK LOGO: CGS
 HU0160_PROJECTION: FLUSH
 HU0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0160+STABILITY: SURFACE MOTION
 HU0160
 HU0160  HISTORY     - Date     Condition        Report By
 HU0160  HISTORY     - 1935     MONUMENTED       CGS
 HU0160  HISTORY     - 1943     GOOD             CGS
 HU0160  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0160  HISTORY     - 1987     GOOD             USPSQD
 HU0160  HISTORY     - 20120213 MARK NOT FOUND   DELCOS
 HU0160
 HU0160                          STATION DESCRIPTION
 HU0160
 HU0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 HU0160'AT STOCKLEY.
 HU0160'AT STOCKLEY, SUSSEX COUNTY, ON THE PENNSYLVANIA RAILROAD 30 FEET
 HU0160'SOUTH OF THE STATION, AT A ROAD CROSSING, 50 FEET NORTHEAST OF THE
 HU0160'CENTER OF THE CROSSING, 22 FEET EAST OF THE CENTERLINE OF THE TRACK,
 HU0160'IN A GRASS PLOT, AND 6 INCHES ABOVE THE TOP OF THE RAIL.  A
 HU0160'STANDARD DISK, STAMPED Z 4 1935 AND SET IN THE TOP OF A CONCRETE
 HU0160'POST FLUSH WITH THE GROUND.
 HU0160
 HU0160                          STATION RECOVERY (1981)
 HU0160
 HU0160'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0160'MARK NOT FOUND.
 HU0160
 HU0160                          STATION RECOVERY (1987)
 HU0160
 HU0160'RECOVERY NOTE BY US POWER SQUADRON 1987 (DAP)
 HU0160'RECOVERED IN GOOD CONDITION.
 HU0160
 HU0160                          STATION RECOVERY (2012)
 HU0160
 HU0160'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2012
 HU0160'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 DM8492 ***********************************************************************
 DM8492  DESIGNATION -  Z 47
 DM8492  PID         -  DM8492
 DM8492  STATE/COUNTY-  DE/SUSSEX
 DM8492  COUNTRY     -  US
 DM8492  USGS QUAD   -  GEORGETOWN (2016)
 DM8492
 DM8492                         *CURRENT SURVEY CONTROL
 DM8492  ______________________________________________________________________
 DM8492* NAD 83(1986) POSITION- 38 41 21.8    (N) 075 23 52.2    (W)   HD_HELD2
 DM8492* NAVD 88 ORTHO HEIGHT -    14.528 (meters)       47.66  (feet) ADJUSTED
 DM8492  ______________________________________________________________________
 DM8492  GEOID HEIGHT    -        -35.625 (meters)                     GEOID18
 DM8492  DYNAMIC HEIGHT  -         14.519 (meters)       47.63  (feet) COMP
 DM8492  MODELED GRAVITY -    980,025.3   (mgal)                       NAVD 88
 DM8492
 DM8492  VERT ORDER      -  SECOND    CLASS I
 DM8492
 DM8492.The horizontal coordinates were established by autonomous hand held GPS
 DM8492.observations and have an estimated accuracy of +/- 10 meters.
 DM8492
 DM8492.The orthometric height was determined by differential leveling and
 DM8492.adjusted by the NATIONAL GEODETIC SURVEY
 DM8492.in July 2011.
 DM8492
 DM8492.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8492.GEOID18 height accuracy estimate available here.
 DM8492
 DM8492.Click photographs - Photos may exist for this station.
 DM8492
 DM8492.The dynamic height is computed by dividing the NAVD 88
 DM8492.geopotential number by the normal gravity value computed on the
 DM8492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8492.degrees latitude (g = 980.6199 gals.).
 DM8492
 DM8492.The modeled gravity was interpolated from observed gravity values.
 DM8492
 DM8492;                    North         East    Units  Estimated Accuracy
 DM8492;SPC DE       -    76,524.      201,639.      MT  (+/- 10 meters HH2 GPS)
 DM8492
 DM8492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH6540082383(NAD 83)
 DM8492
 DM8492                          SUPERSEDED SURVEY CONTROL
 DM8492
 DM8492.No superseded survey control is available for this station.
 DM8492
 DM8492_MARKER: DD = SURVEY DISK
 DM8492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8492_STAMPING: Z 47 2010
 DM8492_MARK LOGO: DEDT
 DM8492_PROJECTION: FLUSH
 DM8492_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8492+STABILITY: SURFACE MOTION
 DM8492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8492+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2015
 DM8492
 DM8492  HISTORY     - Date     Condition        Report By
 DM8492  HISTORY     - 20100601 MONUMENTED       DEDT
 DM8492  HISTORY     - 20150719 GOOD             RODCON
 DM8492
 DM8492                          STATION DESCRIPTION
 DM8492
 DM8492'DESCRIBED BY DELAWARE DEPARTMENT OF TRANSPORTATION 2010 (BRC)
 DM8492'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHWEST OF MILTON, 6.6 MI
 DM8492'(10.6 KM) WEST-SOUTHWEST OF HARBESON AND 0.7 MI (1.1 KM) WEST OF
 DM8492'GEORGETOWN.
 DM8492'
 DM8492'TO REACH FROM THE INTERSECTION OF US HIGHWAY 113 (DUPONT BLVD) AND US
 DM8492'HIGHWAY 9 (W.  MARKET ST) IN GEORGETOWN PROCEED NORTH ALONG US HIGHWAY
 DM8492'113 (DUPONT BLVD) 0.5 MI (0.8 KM) TO THE MARK ON THE RIGHT.
 DM8492'
 DM8492'THE MARK IS 4.0 FT (1.2 M) SOUTH-SOUTHEAST OF A UTILITY POLE (DPL
 DM8492'52676/04907), 38.2 FT (11.6 M) WEST OF A 6 FT (1.8 M) CHAIN LINK
 DM8492'FENCE, 118.0 FT (36.0 M) NORTH OF THE NORTHWESTERLY CORNER OF A HOT
 DM8492'MIX PARKING AREA AND 28.3 FT (8.6 M) NORTH-NORTHEAST OF A FIRE
 DM8492'HYDRANT.
 DM8492
 DM8492                          STATION RECOVERY (2015)
 DM8492
 DM8492'RECOVERY NOTE BY RODGERS CONSULTING INC 2015 (JMB)
 DM8492'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0339 ***********************************************************************
 HU0339  DESIGNATION -  Z 8
 HU0339  PID         -  HU0339
 HU0339  STATE/COUNTY-  DE/SUSSEX
 HU0339  COUNTRY     -  US
 HU0339  USGS QUAD   -  WHALEYVILLE (2016)
 HU0339
 HU0339                         *CURRENT SURVEY CONTROL
 HU0339  ______________________________________________________________________
 HU0339* NAD 83(1986) POSITION- 38 27 15.     (N) 075 19 49.     (W)   SCALED
 HU0339* NAVD 88 ORTHO HEIGHT -    11.271 (meters)       36.98  (feet) ADJUSTED
 HU0339  ______________________________________________________________________
 HU0339  GEOID HEIGHT    -        -35.844 (meters)                     GEOID18
 HU0339  DYNAMIC HEIGHT  -         11.264 (meters)       36.96  (feet) COMP
 HU0339  MODELED GRAVITY -    980,014.6   (mgal)                       NAVD 88
 HU0339
 HU0339  VERT ORDER      -  SECOND    CLASS 0
 HU0339
 HU0339.The horizontal coordinates were scaled from a map and have
 HU0339.an estimated accuracy of +/- 6 seconds.
 HU0339
 HU0339.The orthometric height was determined by differential leveling and
 HU0339.adjusted by the NATIONAL GEODETIC SURVEY
 HU0339.in June 1991.
 HU0339
 HU0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0339.GEOID18 height accuracy estimate available here.
 HU0339
 HU0339.Click photographs - Photos may exist for this station.
 HU0339
 HU0339.The dynamic height is computed by dividing the NAVD 88
 HU0339.geopotential number by the normal gravity value computed on the
 HU0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0339.degrees latitude (g = 980.6199 gals.).
 HU0339
 HU0339.The modeled gravity was interpolated from observed gravity values.
 HU0339
 HU0339;                    North         East    Units  Estimated Accuracy
 HU0339;SPC DE       -    50,420.      207,540.      MT  (+/- 180 meters Scaled)
 HU0339
 HU0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH711562(NAD 83)
 HU0339
 HU0339                          SUPERSEDED SURVEY CONTROL
 HU0339
 HU0339  NGVD 29 (11/26/84)   11.514  (m)           37.78   (f) ADJUSTED    2 0
 HU0339
 HU0339.Superseded values are not recommended for survey control.
 HU0339
 HU0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0339.See file dsdata.pdf to determine how the superseded data were derived.
 HU0339
 HU0339_MARKER: DB = BENCH MARK DISK
 HU0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0339_STAMPING: Z 8 1942
 HU0339_MARK LOGO: CGS
 HU0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0339+STABILITY: SURFACE MOTION
 HU0339
 HU0339  HISTORY     - Date     Condition        Report By
 HU0339  HISTORY     - 1942     MONUMENTED       CGS
 HU0339  HISTORY     - 1943     GOOD             CGS
 HU0339  HISTORY     - 1981     MARK NOT FOUND   UDE
 HU0339
 HU0339                          STATION DESCRIPTION
 HU0339
 HU0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0339'2.5 MI E FROM GUMBORO.
 HU0339'2.5 MILES EAST ALONG STATE HIGHWAY 60 FROM THE TAR-ROAD JUNCTION
 HU0339'AT GUMBORO, SUSSEX COUNTY, THENCE ABOUT 1.8 MILES SOUTH ALONG
 HU0339'SECONDARY ROAD 418, AT THE JUNCTION OF SECONDARY ROAD 419, IN THE
 HU0339'FORKS OF THE JUNCTION, ABOUT 2 FEET EAST OF A LARGE BLAZED PINE
 HU0339'TREE, AND ABOUT 1 FOOT SOUTHEAST OF A WITNESS POST.  A STANDARD
 HU0339'DISK, STAMPED Z 8 1942 AND SET IN THE TOP OF A CONCRETE POST.
 HU0339
 HU0339                          STATION RECOVERY (1943)
 HU0339
 HU0339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 HU0339'RECOVERED IN GOOD CONDITION.
 HU0339
 HU0339                          STATION RECOVERY (1981)
 HU0339
 HU0339'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0339'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY 16, 2026 00:37:05 EDT
 HU0979 ***********************************************************************
 HU0979  DESIGNATION -  Z 9
 HU0979  PID         -  HU0979
 HU0979  STATE/COUNTY-  DE/SUSSEX
 HU0979  COUNTRY     -  US
 HU0979  USGS QUAD   -  LAUREL (2016)
 HU0979
 HU0979                         *CURRENT SURVEY CONTROL
 HU0979  ______________________________________________________________________
 HU0979* NAD 83(1986) POSITION- 38 31 26.     (N) 075 37 27.     (W)   SCALED
 HU0979* NAVD 88 ORTHO HEIGHT -    12.370 (meters)       40.58  (feet) ADJUSTED
 HU0979  ______________________________________________________________________
 HU0979  GEOID HEIGHT    -        -35.656 (meters)                     GEOID18
 HU0979  DYNAMIC HEIGHT  -         12.363 (meters)       40.56  (feet) COMP
 HU0979  MODELED GRAVITY -    980,012.8   (mgal)                       NAVD 88
 HU0979
 HU0979  VERT ORDER      -  SECOND    CLASS 0
 HU0979
 HU0979.The horizontal coordinates were scaled from a map and have
 HU0979.an estimated accuracy of +/- 6 seconds.
 HU0979
 HU0979.The orthometric height was determined by differential leveling and
 HU0979.adjusted by the NATIONAL GEODETIC SURVEY
 HU0979.in June 1991.
 HU0979
 HU0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 HU0979.GEOID18 height accuracy estimate available here.
 HU0979
 HU0979.Click photographs - Photos may exist for this station.
 HU0979
 HU0979.The dynamic height is computed by dividing the NAVD 88
 HU0979.geopotential number by the normal gravity value computed on the
 HU0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HU0979.degrees latitude (g = 980.6199 gals.).
 HU0979
 HU0979.The modeled gravity was interpolated from observed gravity values.
 HU0979
 HU0979;                    North         East    Units  Estimated Accuracy
 HU0979;SPC DE       -    58,170.      181,910.      MT  (+/- 180 meters Scaled)
 HU0979
 HU0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVH455641(NAD 83)
 HU0979
 HU0979                          SUPERSEDED SURVEY CONTROL
 HU0979
 HU0979  NGVD 29 (11/26/84)   12.618  (m)           41.40   (f) ADJUSTED    2 0
 HU0979
 HU0979.Superseded values are not recommended for survey control.
 HU0979
 HU0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HU0979.See file dsdata.pdf to determine how the superseded data were derived.
 HU0979
 HU0979_MARKER: DB = BENCH MARK DISK
 HU0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HU0979_STAMPING: Z 9 1942
 HU0979_MARK LOGO: CGS
 HU0979_MAGNETIC: N = NO MAGNETIC MATERIAL
 HU0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HU0979+STABILITY: SURFACE MOTION
 HU0979
 HU0979  HISTORY     - Date     Condition        Report By
 HU0979  HISTORY     - 1942     MONUMENTED       CGS
 HU0979  HISTORY     - 1943     GOOD             CGS
 HU0979  HISTORY     - 1981     POOR             UDE
 HU0979  HISTORY     - 19910903 GOOD             DEDHT
 HU0979  HISTORY     - 20130105 MARK NOT FOUND   DELCOS
 HU0979
 HU0979                          STATION DESCRIPTION
 HU0979
 HU0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 HU0979'3.8 MI SW FROM LAUREL.
 HU0979'3.75 MILES SOUTHWEST ALONG HIGHWAY 24 FROM THE RAILROAD CROSSING
 HU0979'AT LAUREL, SUSSEX COUNTY, 27.4 FEET SOUTH OF THE CENTER OF
 HU0979'HIGHWAY 24, 21.5 FEET SOUTHWEST OF THE WEST END OF A 20 INCH
 HU0979'CORRUGATED IRON CULVERT, 12.6 FEET NORTHEAST OF POLE NUMBER 178,
 HU0979'ABOUT LEVEL WITH THE GROUND, NEAR A STANDARD REFERENCE POST.
 HU0979'NOTE-- 1943 REPORT- BENCH MARK ALL RIGHT EXCEPT 12.6 FEET
 HU0979'SOUTHEAST OF POLE NO. 178.
 HU0979
 HU0979                          STATION RECOVERY (1943)
 HU0979
 HU0979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 HU0979'RECOVERED IN GOOD CONDITION.
 HU0979
 HU0979                          STATION RECOVERY (1981)
 HU0979
 HU0979'RECOVERY NOTE BY UNIVERSITY OF DELAWARE 1981
 HU0979'IT IS ABOUT 1 FT. OUT OF THE GROUND AND TILTED. IT IS NOW NEXT TO
 HU0979'POLE 109.
 HU0979
 HU0979                          STATION RECOVERY (1991)
 HU0979
 HU0979'RECOVERY NOTE BY DE DEPT OF HIGHWAYS 1991
 HU0979'RECOVERED IN GOOD CONDITION.
 HU0979
 HU0979                          STATION RECOVERY (2013)
 HU0979
 HU0979'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
 HU0979'NOW LOCATED IN A CULTIVATED AGRICULTURAL FIELD.

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